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HomeMy WebLinkAbout6297 Beverly Hills DrU. a J jkJ .i - —u-1-4 ,- I 2 t ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR OR French Door RECEPT Receptacle ALT or ALT. Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot Bottom GT or G.T. Girder Truss SO or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community 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 CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or OR Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mir. 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 ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PIED or Ped. Pedestal WA or WA. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WOW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin, Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES 177] F71 1-7 1:71F---:] L I[::][::] F--]F-IL�- 1-1 C-1J I�1-:1 E: I L I LENN/�R�M 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SHII A HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error, The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N N O N car w j o 0 G w C N N a N 41 C-4 07 Y C7 a a C) ! CZ T I N, d S7 c E 'O o a � 0 YJr N ti r+ iol ;91,�4�1 yiv, r S � C 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. Q V 01�� 4b LL J a iL LL LL a a Z Z mg W Air-� 0) W " Z Z Goul) & d d k IL L ML Z N ov W OO 0 V z 2 z z a � W z 0 L c Ln �V) — C0 8 _ U a � o W aR Zo Qw$ ZN O H ro z 500 O $ oa O ag Wa Zg ink ,0 J 7b Z W :I- Va 8 U 3� O r o 0 J �m 0 � c7 CU r r Q Cr T LL m N F- r+ L0 d" Cv O C N N Q n UJ l Z N r c ' y Z M Z E r w � a ¢ o JOB NO: 22-06453 SCALE : AS NOTED SHEET NO. C S lJLL .4 . L-11,_ _ _ _ - s !lid i Ji S1 VARIES rn W L� MEDICINE CABINET i�i KITCHEN O. BATH c 0 0 co KITCHEN INTERIOR DETAILS NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O.ON PLANS VARIES, 2" LESS THAN CABINETS BELOW 1� MIRROR 7 v oz o a LL Q LL 1? SHWR. SHWR. CURTAIN HEAD ROD p- 24" TOWEL BAR TOWEL BAR ON WALL ABOVE TUB OR SHY TOILET TOWEL BARS ON BATHROOM WALL 4 SHWR. • s�-- ao VALVES TOILET '4 SOAP PAPER ° DISH l HOLDER E? O O TUB FIN. FL . BATHROOMS. SHOWERS AND TUBS DOUBLE RODS SINGLE ROD BATHROOM 2 42" H UPPER CABINETS- 36" H UPPER CABINETS - 3W H UPPER CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT cr BRACKET BRACKET 36" H BASE FINISHED CABINETS - COUNTER TOP 30" H BASE R ao CABINETS - LL YN F (a In V-2" `Q O 2x " a in a te r~M m FRAMING. v 1/2" GYP N F BOARD - - 0 fV CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING 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 uU PAD OUT a U� OQ U coot �W A M HB Sri, nn 12'-0" 13'-0" 8'-3" T-9" 11'-8" LPAD OHB 35-SH ■ ■ -I I' NOOK LANAI ---" `� 8'-8'' FLAT CLG. -_ .__ __ _I - V-0" FLAT CLG. AFF _ TILE - I - ----I- _ -- -- " 12'4- I ' t - 1 �- II - - I � I i 0 h - T a ; --. i 1 _._j 3 O z a I --U, 1 r` FAMILY ■ I 1 8'-8" FLAT CLG. ■ p I CARPET 2'Al" 2.7I rbk F I 2 8'-8" FLAT CLG. l `) - x V-0" TILE FLOOR G.T. _ REF. - -- 16 IP EL__ --------------- ILI iV 14 5-7j" 3 (3) 2x4 #2 SPF 2 DINING STUDS w/ (3) 16d C'G ■ - 1 NAILS @ BASE 8'-8" FLAT CLG. S3 iio 0 TYFco CARPET - 4'-2 " 3-_g� 42" H 1/2 WALL OR RAILING PER SPECS FLOOR G.T. ■ - - - - - - - - - - - - - - - - - - - - - - 'U U P (3) 2x4 #2 SPF ■ IO iv STUDS w/ (3) 16d - ,� NAILS @ BASE 1 � _- - - -- 4068 ARCH PW D R GG _ D. S3 - - 1 --- - J 8'-8" FLAT CLG. i (3) 2x4 #2 SPF -_-- j t___-- TILE _ - - 4 'STUDS w/ HTT16 ■ AT BASE - xl in aI LAU N T - -PE NK FOYER 1 W. 8'-8" FLAT CLG. Q ° - - 1 --- - 8'-8" FLAT CLG. _. 1 S4 _. TILE _-_ H 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1---- t TILE --- it- LE I I - b - _ _ T-2J" 4.0" W.H. 1 T-10" BUILDER TO 35 6' -7" 0 EDGE OF SLAB 2" 6.4- C1' PROVIDE APPLIANCE D1 BEYOND WALL PROTECTION WHEN REQUIRED PER FBC NOTE: FINISHED WALLS w I TO BE FLUSH. FIELD I 8'-8" CLG. A.F.F. G.T. VERIFY. - - - - - - --- --------------- I - - - - - - - - - - - 8'-0" CLG. A.F.F. I W W JENTRY z � r - - - 54ux�2r-1 '-0" FLAT CLG. AFF mL���'ATTIC 1 GARAGE ------ I IY U A.F.F. � o� 8'-0" CLG. TYP. @ SINGLE N STORY A (SEE AA/S3 FOR S3 STEM OPT.) 4 -4 1 4 r------------------ I I I -------------•-I I I I I I I I I K I I I I I I S4 TYP @ I GARAGE I I o I 16070 OVERHEAD DOOR 16-0" 5'-8" 19'4- 25'-0" 1'-4"Xl'4' nLn SHAPE CMU COLUMN M ILWO TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL x M O 1'-4"X1'4' "Ln SHAPE CMU COLUMN 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 e (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" O A +29.7 / -32.2 © +29.7 / -39.7 aC +28.3 / -30.8 OD +28.3 / -37.0 (1), +26.6 / -29.1 ) +26.6 / -33.5 OG SEE SN SHEET �H SEE SN SHEET 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 20X26 184X251 S.H. 13 20X38 181 X37 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 181 X 62' S.H. 16 20X72 18X71 S.H. 1H2 27 1/4 X 26 26 X 25 } S.H. 1H3 27 1/4 X 38 J 26 x 37 S.H. 1 H4 27 1 X 501 26 x 50 S.H. 11-15 27 1 X 63 26 X 62 1/2 S.H. 1H6 27 1 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 8 36 J X 37 3/4 S.H. 24 37 J x 501 36 J 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 } WIDE S.H. 32 54 X 26 52 } X 25 S.H. 33 54 X 38 3 52 2 X 37 S.H. 54 X 501 521 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. Is 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. (@ 8'4" 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. 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: Y4"=1'-0" N O cam CV o p.,cc t-3 N N -0 C1 dNac 3.112 ar .�, A � bib a - r QJ A. �a c E J o � V `,tVts"ff,'4, Cz .E \ , -. O �........--•' ,� �.v,, aOF^ S,Or y.! � 'I//t7o11ltl1io�\�� o the best of the Engineer's know[edge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residentlal 7th Edition. Engineees signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q N V (a to t- t- CN It a Cq�LLw �LLIL 8 Z$ W -;;.t ¢Q7 J Z MLL C12 Z N OU .0 U W ❑❑ (D z � a k ZC1N^'' N LL , � .'CIO C 0 W LN G t/i � U � Q Se ti � z -J �o oLL �• z na N�$ :� � fO Y� z�c o �a W R NLL a k I.I g M 'J M a� co T T �.. m N �+-# �� N N N Ln E Z y 7 LO a Z E T U m c a JOB NO: 22-06453 SCALE : AS NOTED SHEET NO. 1.1 42" KNEE WALL WITH //-1x8 CAP & CASING OR -- 36" RAILING 3/4" PLYWOOD - 161 - -DECKING 15 13 1 121 PRE-ENG FLOOR TRUSS 11� 10 ; 1x TREAD (TYP.) - 3/4" PLYWOOD 9- 1 DECKING $ 2x6 LANDIN 7 Ir ^ 1x RISERS (TYP.) 6_ ` 2x4 FRAMING 5 �j 42" KNEE WALL WITH 4 1x8 CAP &CASING OR 36"RAILING 7-L2 2x4 THRUST 1 BLOCK STAIR CALCULATIONS: TOTAL RISE =1 U-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING SIN CONT. HANDRAIL 36" H. CONE. RETURN TO GRASPABLE RAILING - - -�\ - -a WALL DETAIL - - *�S_CALE: NTS \ 2x4 THRUST 6-7 BLOCK dI 00 (3) 2x12 STRINGERS \ - 1 3/4" PLYWOOD D2 DECKING 0(1 .- TYP. @ 6 2x6 LANDING Cl) CORNERS (2) 25-SH D2 2x4 FRAMING EGRESS Or- TYP. STAIR SECTION 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. andrails: 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: Handrails 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. uards: 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. equired 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 sphere 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. 1, 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 @ ENC LANDING FOi STRINGERS 7 CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 3 D2 SIM. w/ (1) MSTAM36 @ BASE ern D2 N 1�o 3 D2 SIM. w/ (1) MSTAM36 @ BASE 3 a2 SIM. w/ (1) MSTAM36 @ BASE - - - - - - - - - G.T.- 12'- 10" OWNER'S SUITE 8'-0" FLAT CLG CARPET 4068 B.F. B.F. - - - - - - - - - - - - R/SH 12 11 10 11 g 8 7 H1 O 112 33 SH 6 TEMP D2 fn 4-SH o N z, u 6682'-a" n -Z _b'-6" O. BATH V - - -- _2468 -- 8'-0� FLAT C G _ R/SHT)L -- N - =Z\ 48x42 ; RECOS T-2" 0" T v 7'-0"',SHOWEl i` F�'' I _. -_ .. Tt1_E TO I -- r - 'i' A.F.F.' , j ATTIC I C lu) . ACCESS 8'_0" F T CLG - ( iV I- - --� io CAR T I - - l- 2468 1 - �p 0 00 ` _y, BEDROOM 2 'Il-Colo, - 8'-0" FLAT CLG � CARPET 4,_8„ 4„� ZP2 42" H 1/2 WALL OR RAILING PER SPECS c� TECH co r CENTER 5068 B.F. R/SH W�AIIII&tt1111110 LE TO A.F.F. N 00q4-SHO/ BEDROOM 3 8'-0" FLAT CLG -------- G.T. CARPET 11'-6" -I- - - - - - -------- G.T. - --- I --------I co o 1 = r BEDROOM 4 8'-0" FLAT CLG I C7 CARPET o =I �l toli d a l v Cd 1/2 33 SH I 1<H1 e 6 I 25-SH 25-SH 9 EGRESS 9 CRESS D2 I O D2 22 1 B D1 H1 e -----------' 2'-11" 13'-6" 2'-11" 2'-10" 2'-10" 1 g'-4" 1. 5'-8" 26-0" I I I I I I I I I I I I I I I I I I I I I ---------------------------------------J 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS TEMP. GL. ENCL. ON 42" HIGH KNWL. 3 D2 SIM. w/ (1) MSTAM36 @ BASE �W TYP. @ 2 STORY. SEE JJ/S6 FOR STEMWALL OPT. 3 D2 SIM. w/ (1) MSTAM36 @ BASE SIM. w/ (1) MSTAM36 @ BASE 3 D2 REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (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 91 /4" LVL 2,0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET HU SEE SN SHEET 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 20X26 18 X252 S.H. 13 20 X 38 18 X 37 S.H. 14 20X50 18JX50 S.H. 15 20 X 63 18 4 X 62 S.H. 16 20X72 184X71 S.H. 1 N2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 26 x 37 S.H. 1 H4 27 1 X 501 26 x 50 S.H. 1 H5 27 1 X 63 26 X 62 1/2 S.H. 1H6 27 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 381 36 J X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 X 63 36 X 62 1/2 S.H. 26 37 X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 1 S.H. 33 54 X 38 J 52 J X 371 S.N. 34 54 X 501 52 � X 50 S.H. 35 54 X 63 52 J X 62 � S.H. 36 54 X 72 52 J X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. R302.5 Dwelling/Garage Open I ng/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 112" 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 SCALE: X"=V-0" N N � c W _o CD 16 W o Z O 6 CL O_ C V CV a y rb O h y ! V s Q W CN 3 " a, 'c daYd E c L C G oa u Q �o - cc W 7RS. u m c ca y;= T T y fl. Q E o Cl. U ro C - co , 0. To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edlflon. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 a c g mN 8 vC14 ID d i?° w 0(no a N '"' LL Z5LLLLI0 _Ju W a a 4 Z Mg 5 °' °' m 13 LLW IL to Z 4 J = OU lu z z z o V J -- U) Ln f r (v (D a-1 w -� OLU V) Ln c' �LU = i U c 0 Q y 0 w M _a o iM o� �e p E v 'O k8 W6 $ E O< 0� Z `o $0 w CO C: 3; $� Z Cn J tl g -w 2� U W c� 3 10 il Z SRSR � sLL W O� =I< U �O � 'M O L co i� :3 r T Q 7- m N �-- V L1" N O O .p CV 0)N N Q h LO T � LO Z Z T v a3 c c a 0 U � Q 0 _J JOB NO: 22-06453 SCALE: AS NOTED SHEET NO. 1.2 Y,001 OD T'- FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 _ -- - ------------------- - - --- - ---- FLASHING DECO —� SHUTTER 1/2 33 SH EXTERIOR PLASTER 12 DETAIL ON FRAME 5 25 SH - 25 SH �12 =_ TOM ,_ _ I ­­M@ -=--------- -------------- — TA PAR. - -- -- ---------- — - / ENTRY _- CJ / WEEP HDR. HGT. SCORED r7ia � a/ aa r FF7 STUCCO B U 16070 OVERHEAD DOOR j� TEXTURED CEMENTITIOUS FINISH ON CMU SCORED STUCCO BANDS FRONT ELEVATION — A SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 12 SCORED STUCCO BANDS ri SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" SCORED STUCCr BAND DECO SHUTTER SCALE: 3/4" = V-0" T-Q.P.------------------------------ -- - HDR. CJ CJ EXTERIOR PLASTER ON er FRAME 25 SH 2ND FIN. FLR. I y. TOM._ -AR_ _ HGT. SCORED STUCCO BANDS —� J_FLR.---I----------------------�--I-- /--FLASHING — -------------- ---- 35 SH CJ / WEEP ------------------------------ --- ----------- -- ------ TEXTURED CEMENTITIOUS FINISH ON CMU 25 SH — 1. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — .— — — — — — — — — — — — — — — — — — — — — — — —. — — — —. — — — — — T — — RIGHT ELEVATION — A SCALE: 1 /4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. txterlor Lovering 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.xl-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N 0 cr >Y C', d �w �s N �o aa,C=y" a 3 io Z, E o a .�. y.,. ••. J cb '• FL0�• To the best of the Engineer's nowledge, 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. 6) N N •..d 0)Lo M 0 V) 32 M Q -9uu--LL w as Z Lc: ab m I W reCq W �pjO. m w 00 � N Z ¢ r IL IL tZ t�� i N O U lA LW Li Li Cg1 N Z z ffi z o v J— d N 13 V) :2-1 Q1 �f� W OLAJ V) �V) 0 U � c M o� E oS® o� Uo S E �o Z N ar °o � i WZ z'Z its '0 Za0Z >2 Z Z W U 0 �! vd]� 0S J 'M O 0 r d. a. U) m N U) O t` CV 0 N Q n r ai rEo y N o z c E T a U JOB NO: 22-06453 SCALE : AS NOTED SHEET NO. 2.1 General Notes ROOF CRITERIA: FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 _ 4' OFFRIDGE VENT- 51� — 1 T.O.P. HDR. HGT_------------ ----- 700 1 /2 33 SH CJ rlMl lM^l A[w ell ll\1/wl r- lklew Al 1 r"r1 ALw Mr r% EXTEROOF PLASTER FRAME TEXTURES CEMENTITI FINISH ON (2) 25 SH EXTERIOR PLASTER ON FRAME 2NDFIN. FLR----------------------------------------------------I------ O.M.---- CJ / WEEP HGT_---1--l—------ r — KT•Y•9il FLR_---1--L----- REAR ELEVATION - A SCALE: 1/4" = 1'-0" TEXTURED CEMENTITIOUS FINISH ON CMU LEFT ELEVATION - A SCALE: 1/4" = V-0" T.O.M. T.O.M. cD t./ ENTRY DR. HGT. FLR. 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. overin R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09,24.21 0 cell N c 0 D -= CDI�u CW � s o N. C d .=r Q N t = y to = a rto io a3i a� � c E a a u `.0%J%(htitl/I1IIt/ll!p i 11, Q r V�E\4 �P ' 0 ¢� 41, FLU Z�Zj O F S I O t P \\ E S T'+" fill I I I I I►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 stucturai engineering portions of the drawing pages bearing Engineers signature and seal. N U) LL W I�LLtr- a � Z g� a L `�reNro � � o IL=N-In NZd0 Z OU W ❑❑ z C,4 F, z z o a v J — Ul) ;-- �^r ,, Clw �_o LL � CI'J � w W J � LU c Ell C Y Q N OD Z LL b Q O ao cEc f -E ' O U �~ o 07 U O� Z O ro CV t a8 ` wZ � �? to 00 Cx o a Yg % s ~o Z >Z W 0 ss aZ w 5� � Millo WOR ° � E O J >M co Q T LL m N I— V O n N o .� N � LO �- N �, •� L z Z E T s p c a U ¢ _J JOB NO: 22-06453 SCALE : AS NOTED SHEET NO. 2.2 Ia.111w .._Ll:dtlW!a JIUt , l.! I..1 ISY L bil W,11624mk el 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. 150AI200A INDOOR PANEL CENTER NEMA1 150 AMP/ 200 AMP I to fights & outlets 2 to appliances and GFI 7 to WH to Range to HVAC 1 so=aro 200=4/0 In 2" Conduit 200 amp 150 amp UNDERGROUND Dis SERVICE BY POWER CO.�� INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FPF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH j4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS +� TRACK LIGHT FLUORESCENT LIGHT FIXTURE iO EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �O f6 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) 0 0 2 owl TELEVISION (OPTIONAL) (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 1.5" VTR III 3" VTR I I I I I I I Irl \ dt3 VTR U PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FOR DEDICATED RECEPTACLE FOR MICROWAVE RANC HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" A/C PAD DISC. GuuFI AIN DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS X Er WW ►— p uj �O5 00 �Q= > J > 9 rn FI \-1—DB & GFI TO ------- I BE ALIGNED VERTICALLY COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS •� / / PER SPECS FIRST FLOOR ELECTRICAL PLAN ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I � I I I I I I I I I I I I I-----------! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J SECOND FLOOR ELECTRICAL PLAN 1 N N O W d =o aW tv G r Y y m 121 tQ L � c o N Ci" c E � o a J C, 0 N N ti N tO 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 40 E o � 8 V d co CM P_ C" Q C J e LL tJi W �tLLL Z g� :° 2 � n o �ro N to W W vg�4jOp' m IL Z to Z ZN OU Q J W ❑❑ � R Q) - N j:) 0 U O w g N �� c Q N see M € Jg o E V O Z IN O E - dp 0 $ ¢? N � ao �1. � a C: �� YgLL Z Z W (fF =K i `jJ o y LL S P0 '__ Mill0. V °zl°d� � 3 � � co J L° 0 CID L "It � � T rr.^^r vJ 0 m a—+ LO i� -0 N N Q N LO E R 41 � IN Z c E r B ai a JOB NO: 22-06453 SCALE : AS NOTED SHEET NO. 3 ATTIC VENTILATION CALCULATIONS - A _ ATTIC VENTILATION REQUIRED PROVIDED UPPER VENTILATION 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) - — Total -- Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SO. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main' 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - A SCALE: Y4"=1'-0" 0 cam+ N N. 0. UJ o := (n a� v W O G w O C fD fj N --omx H IL a ft7 C7 � cu c rY `3 eo 1_ du cA C O a U O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentisl 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W Co N cQoV iN,. W y (2571 o N Co tyi M R -r 2 LL 'AQ tL W w j I l S Z103 i $2gG W 1 ¢ fIL W ` ,M� 0 m ro Z 2 IL Z fh Q Z N 0(-) W pp G ' Z ado `X3 Q a � 3 (3) i--r cn 0 W Lr) =) —4) V V) = IM LLJ � • U A c Q Y M Ns� W Z _j LL E Oz )5 oo �® 14 H V k� A�� oa z c Q c U SR U O z y7 C/7 J '�4b ' 20 a 8 Z yw W s Will o w� a2 0 c Q Z � >M J 0 rn 3 r �-- Lsn ate•+ 0 n N 0 � N Q N LO n r ai M (`V N to o z c E r ui c ate. U _j Q 0 JOB NO: 22-06453 SCALE : AS NOTED SHEET NO. 4 e�. N :T W O s Cj Gn O C CO C..J N _ m .y cc CO * .fl 'CV ..0 .. � N ci a) ar t .� E, C N U Q �. U io ( d y C C? - cc = T N CL L7 C E Co C1 U i O n; ` I .. t.. v ,`,,r/, d1 1, !i. ii. f 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 - Residental 7th Edition. Engineer's signature and seal is only far the structure[ engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W N c LQ �i 0 ��� � 0 r m 3 W M CV x52s2 Q C J S ci �ULL °h LL LL WS a o Zorn10 o _ W reN� W�pjQi 0 m Z -o L N Nz IIL a J Z OU 0 W ❑❑ z z z � a U) V) 0 �fa W O w � V) c ,� U • � W LL_ � Q 5� �O w Z Q oQQ tm C/in g Zyyj VNJ J z g� 0 W CL S w O p z 4s ww �txt C:) >M J M 0 O L co I =) e-- T Cf U) m N �— +.a LO O t� 04 O N Q N Ln r ,— ; L Z M z E T n J Q Q J JOB NO: 22-06453 SCALE : AS NOTED SHEET NO. 5 12'-0" 13'-0" 2 D2 FT3GE 1 TYP. @ p2 CORNERS 00 N 0 A @ 24" O.C. MIN. S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL Em Em 1 L1 J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL O M FT7G Em N. RG. WALL CA 0 0 mno FT8G r FT11 FT13GE 1 j (2) A I" 4 TYP. U.N.O. 35 : �22 D1 FT9 (2) A CJ3B oQ CJ1B = 9 D1 7 D1 FG3 —1 t �Y 7 D1 L' C_ w A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) I4t;t T-8" ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12) a=an AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 1 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 1 -60.99 -60.99--r— I O i ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): L A ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 0 I I 1 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: I O I I (D j SHINGLE: Y16" EXP. 1 C$116) or 1V3 'EXP. 1 (fie) 1 I I I I I I TILE: 1%2"EXP. 1 (�/) is NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS I I I I r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/° 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=4n GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4.12]-[12.12] W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. 8d NAILS @ 6" O.C. TO BLOCKING (2) 12d NAILS TO - BLOCKING EACH END 2X4 BLOCKING AT EA. ROOF PANEL JOINT MAX TRUSSES--/ 2x4 SPF STUDS — @ 16" O.C. WALL SET BACK 2" PER DETAIL C/S3 NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING SEE FND. PLAN .. , FOR FOOTING SPECS. '.'. -ROOF OR FLOOR SHEATHING (2) SYP#2 TOP PLATE LSTA30 EACH SIDE @ EACH END OF WALL SEE C/S3 FOR ADD'L INFO. PLAN FOR DIM. INTERIOR SHEARWALL @TRUSSES STEP-DOWN, WALL TO TRUSS � SCALE: 1/2" = 1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 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 HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1-1 /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 wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY _ V (2)LGT2 4060-M 3770-F 3500-M 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/ (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 1 555 535 10 - 10d SPT22 735 8 -10d SP2 1 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 1 680 570 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 / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD C EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 0 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 9.0" 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 R CONT LAERER _j -- �A) SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A N N N N -a LU o w cc an N IR O �- H a m 4 d l+1 d L '3 c o r /R 51 N F c F co p o, CN 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. 9) W I- o a N N V :: Go i2 Ib Lo inter 8 G 04 A. N O� % It Ic C J W W IdLLLL SS a 13 10 = Fu C a _ _� o 0 OC Ip N tD W 02, m W _• � N z d G IL 05 0 z N W ❑a z z z a N 'z'n MCC ■ V C �4--J (� uu fop •U Q 0 � C � W U Q Q so cow w LL_ w aFj a� o � o i < o m 5 mod,, o "m �LL zcoC �C 8W U W a U w 0 �W r � O yLL � x 'M O d' m ry 0 co `v v r1 :3 T 1� �. Cr is T m N Ln O I%.,. N O CD E �i z Z c E T d c a U _ Q a � JOB NO: 22-06453 SCALE : AS NOTED SHEET NO. 6.1 0 118 25' -01I 19' -4I I 51 -81I (2) TYP. ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft 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 a=oft [4:12)-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP 1 -35.94 -49.57 -49.57 1 -49.57 GABLE 1 -38.22 -38.22 -60.99 -60.99 1 -60.99 78.58 —t-- --T— i ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r „� ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ®I( I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I I I 1 1 I ROOF SHEATHING: I iQ I l (D l SHINGLE: %6" EXP. 1 e%6) or tom" EXP. 1 l / ir6) j TILE: '%2" EXP. 1(n6) NOTE: I _i L i 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Sib" x 0.113") NAILS r 0 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-0310d (2'/2" x 0.1311 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 112" 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 1 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 HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 1 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 1VGT-F M 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 100011080** — 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 3 112" 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 w/ 12" EMBED w/ USP CIA-7000C EPDXY V 1 (2)LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 3100-M 3800-F w/ (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 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 1 1010 1 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY RRR 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 3112 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS Fq (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER 2 x CONT LEDGER A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A SCALE: Y4"=1'-0" N N N !V c 0 0—z' Uj i W i a� e0 C­N .Cr m 9C V N q w . «�. c C � ; m a m 'n C c � e0 p 0- 0 `ii�ls�"�`� I I` (� 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 LoC v 4 f6 N CN M n J Q MU_(L LL W a a 0 Z v $r0 0 t%j�c'°' m =04Cl) a� IL04W Z OU N W 00 _z z � a � d (n v) Z �-J 4-J � u O LL,) 8 V) w U c Q y N � cop w M o Q E S w� z0 oa E U � Wio -0-E O � z ra w it C:.i < a ww mQ 'OE c j C UY >z z � J <° 2z U E 15 s °O = � >M J O 0) ME ICU ql:T .-. :3 r m N LO N o N N Q N t� r N e� Lo 0 Z c E T d ai v c c d U - Q O JOB NO: 22-06453 SCALE : AS NOTED SHEET NO. 6.2 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 vertical (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .O a e vertical oad Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID `v Q � J �0 O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE - N.T.S. iE 0110 F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F 16- B/1 T LLS tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cfi c precast Untels = 35M psi. 2. f c prestressed lintels - 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN. (1) RECIQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° ° O ° .M.U. #5 REBAR AT TOP °' ° e GROUT MIN. (1) REQ'D - 1-1/2" CLEAR a ° ° e y ;i C.M.U. ° • 5 REBAR AT BOTTOM OF = is -' o-BOTTOM LINTEL CAVITY m - id REINFORCING PROVIDED IN LINTEL ¢ ci xt ¢ U s 5 $ u_ a r ` L REBAR AT BOTTC 7-5/8"ACTUAL 'NOMINAL WIITT­H`_7 (VARIES) o y 8 AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required, 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 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 a" ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION --STRUCTURAL SHEATHING ATTACHED PER NAILING 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SCHEDULE SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y"x1 J" TAPCONS OR TITENS 'CENTER OF STRAP @ TIWALL TYP. U.N.O. AL SEE PLAN T/VVALL 2x8 #2 SYP P.T. BASE PLATE W/ Yz" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 8" KNOCKOUT COURSE 32" O.C. & 6" FROM EACH END - - W/ (1) #5 CONT. - SEE PLAN FOR FILLED CELL - SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" (D O 5'-10" LL 13'-0" LL E MIN. 17'-4" LL LINTEL PLAN SCALE: Y4'=1'-0" O 8'-0" LL 0 4'-6" LL 0 4'-6" LL MIN.e 5'-8" LL !V 0 c%4 N W (/i ' c 0 -o Y uJ E! o ¢� o C 10 C-) N 'O rd- p N'C reG .,dr CV Y di y •a'r o �a � 3 � eo 3 � •o u d c.o C E o a Fr IF: \t To the beat aP the Engineers knowledge, iMonnation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H o I C.,CS sNp tam �; W to iY J Li. W LL V J LL d a he Qy, Wj rn m Z LLJ N M d Z 06 W OO Z 8S Z Q � Qfi .0 2 OQ) w $ V) N c rn U U Q Q, i M .J 9L E w� affa ZwZ 4 �e Z8 ti E gg M N CUYU �o z r.. J �O �p rLLr �Z �� W U LL J �cy) Oco N U) n- N IF V Ln 04 O O N LO ai N in ,- o z ' E I- E " m c a U _ p JOB NO: 22-06453 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4,2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1)z INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, 1, 3 3. AL L ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1, 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 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 L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3,3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2" 1)12. Y4" CONCRETE TYPE MIN. 28 DAY DESIGN ft) 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 BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 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 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. STEM WALLS. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. GARAGE DOORS (V = 140 MPH) 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL « « SHEATHING 15/ 2 EXP 1 R 7/1 T T RAL 1U.N.O. 3 o s s u IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE APPLICATIONS 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. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN GREATER SECTION PROPERTIES. LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST, BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS To THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7l8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5, 1. FASTENERS AND TIE DOWNS SHALL CONSIST of BUT ARE NOT LIMITED To : 1 1 FASTENING SHOULD BE TYPE W„ 1/„ DRYWALL SCREWS AT 12rr O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALL CONFORM TO: Fy ITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL A52 -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4.5.7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.7 4.8. 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all ri�serend spray heads shall n t be installed within 1-0' o the building side wall. 4. FBC-R R318.7- To ?vide 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 ba ill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete oaerpour anc� mortar along the foundation perimeter must be removed IC exteno sot tree men . 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 verti I chemipal barrier must be installed afteC construction is complete, including�andscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318,1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. N � o N s y, .o <a d ? o Q 01 �d A� a .c c � � o 42 � , • i. `_L CF' J w I.0 .t. i= ,,S,��jF �\ 1ls 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 E C,f8 FJ i� ie m tri Q ci N M 0 v. CJ LL W 0LLLL Y8. L is S W p O 6 �Nco W z m W M z ¢ J ZN O L) W y ❑❑ U z z z Q U) t/) vcl) z (>� w 0 0 Ln c Am o co M z 0 c E zp OU so oa ca � i �o x so g Z E o ro E� 4g W� g° Zin ....r v auk 8 ° W �3 V a �W �� o O � � � W 05 ap cp `7 IrN kkY g 3 O J 121 >M 0 co "It r Q a. U) m N ♦--0 L0 �.� 4-J a N N N Q LO E z c 42 z `m E T-' E 42 V « c a 0 a o JOB NO: 22-06453 SCALE : AS NOTED SHEET NO. SN w Q N cn ,r 0 c ¢ 0 S. E Z -99 N EE O •o a 0 3 N n S a 0 n L Lo THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-0" STUB -OUT FOR 0 1'-0" o o ;n GAS METER ' 0 O � � N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS' 2" X 4" @ 16" O.C. 7'-5" (2) l6d 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. V-6" (2) l6d 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 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood anels or 2 x p 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� panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) r Filler blocking r / 1/8" gap / r / 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional Check wall or beam b elow,* consideration. local building 1/16 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Ve Glulam Beam LVL or NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —% DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Provide adequate bearing J for each lapped joist. 10d nails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) D (see table below) FILL CELL STD, 90° HOOK BOND BEAM SIMPSON MGT w/(22)10d Cn _W NAILS TYP."IllGIRDER TRUSS > __ _L� � w cc CONT. #5 BAR —� I HOOK � � BAR STD. 90° F2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN Y. ; % FLOOR SEE PLAN FOR REQ'D �„/—PLYWOOD -�- '- SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW ;. FOR BLOCKING/TJI —MASONRY WALL OR ��.. INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. } gap 2" max. 4 max. Web Stiffener Fastener Schedule -.-,— Joist Bearin Locate lion V- V Series Depth End Intermediate. - 9 1/2" 2-8d 2-8d I BCI 5000s® 11 7/8" 12-8d 3-8d _ �i 14" 2-8d 5-8d Clinch nails - 9-1/2" 2-8d 2-8d ® when BCI 6000s 11-7/8" 2-8d _ 3-8d possible V BCI 6500s® 5-8d 16" 2-8d _ 77 11-7/8" 2-8d 3-8d _" - BCI60s® 14" 2-8d 5-8d Tight fit 16"_ 2-8d 6-8d - 11-7/8" 3-16d 3-16d 2x4/PI ood/OSB web stiffener 2" min. Y+^r BCI 90s 14" 5-16d _ _ 5-16d _ required required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — tat UUI ANT VVMl (G IIV CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" DO NOT CUT HOLES LARGER THAN 1y" ROUND IN CANTILEVERS. NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1)�" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. 5/8" 0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR _ AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist I -Joist can be offset In up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10-10d nails. ,.,Install tight to.top flange. Joist hanger 1 \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap — Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height -� requirements 0.6 X Joist o V depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-� SEE PLAN FOR--'•• a . • '.; FOUNDATION INFO ' a' STEM FOUNDATION GRADE REINF. SEE PLAN rvt_. SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • •' (WHEN w/ (18)10d x 1 1/2 REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION �- e d a d A 4: Q a -12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x PVC OR SCH40 SLEEVE 4'-0" CENTERED @PIPEIF 1 PENETRATION PLUMBING LINE A d A. d � a° o w SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 4° Al as G a a d ° '. 'a A c �r a SEE FND. PLN. SIZE & REINF. N N N = o sg M Z 2 C:•d'` p � 1-5 c E eo p a 0 C, C�- Uiz }•' �fr`� ilk f witli�L1�\\ 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. to E (0 LO N N O N y s 7t �u M LL 0 Z0 =� �o LL W rn cc Z N2 ILW N co d OU = W ao U Z N z z LA Q) _z OW V) rr d U ¢ N 7k w � se � M M W Z 1, E Z ag � I� 2® �"_ 8 °a wL zF- a: r0 �8 fo # W2 m 1 0 N w� J 3 `gW gw W � 0 5 aZ V) W N. LL ~�S ZI� V >M J 0 or c� L _ � T T m N ' � 0 N N °n N Q t` r E M N j I\ N LO 0 c m v ai c a � U ¢ o � JOB NO: 22-06453 SCALE : AS NOTED SHEET NO. SN 1 1LL11MMILI . L1i1Ll.ill :..il �.._ _.i— _ ,_ 1.-. ,�_��:I�WII�....�i W O 4 N g c� 0 c Cq Cq LO ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 � P') VARIES /10 V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •6 HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Q METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) 4 WWF OR FIBERMESH MOISTURE BARRIER n e SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM - - -' D7158-CLASS G or H, or ASTM Aw D3161-CLASS F, IN ACCORDANCE w/ TABLEIlip So R905.2.6.1, FLORIDA BUILDINGCODE 7TH EDITION (2020)RESIDENTIAL - ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT KOGG ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" q l 5/8" OR 1/- HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE III GARAGE \12'N. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE � � z eh 6 MIL VAPOR o Z r- BARRIER ; p ,� 1 c • COMP. SOIL. ° T (COMPACTED TO 95% - - - MODIFIED PROCTOR - ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4„ 1'-8" (2 STORY) DETAIL ) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS q. z e' x 1 SEE A/S3 OR J/S6 1T 5/8"OR 1/2" HIGH STRENGTH ---- `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %"GYP. TYPE aEACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"1 NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. - --- -- - " - SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" -- - SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" - =- - _--- - --- -------• SIMPSON SP1 w/ (10)10d NAILS x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE - _ O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. @ 24" O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2� 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 6 x 6 1. FIBERMESH - ELEV. -0'-31/2" z 31/2"MIN. 31/2"MIN. p T A.F.F. 8 -s---- ► - 2x4 CONT. U ° N "V-4C' Af ° .- 1/2"(min.)- 4" _ t, 1/2"(min.)- 4„ 31/2" min. - 4ct=" 31/2" m n GARAGE DEPTH VARIES ( ( ) TAT(2) #5 CONT4„ 8„ Tr (2) #5 CONT. 4" g" GARAGE SLAB AT STEP rB U.N.O.AMIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL C @ CC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" k,S3 SCALE: 3/4"=1'-0" S3 �Eos�c�a 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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" OIC ,� NSN�s LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ co 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10-4- (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE Cii OR c l LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" ° "„ „ „° x J BOLT 24 O/C W/ 2 X 3/16 @ METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLTINFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR W PLATE WASHER TYPICAL PLATE 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 C w/ (10) lOd NAILS iv r 2x P.T. PLATE WEEP SCREED INSTALLED w END OF 2" x PLATE WWF OR FIBERMESH E TYP ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o U P e GRADE �,- �_ o ° • i #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a e MONO OR STEMWALL j - M a s • FINISH GRADE o0 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= WWI a a► i� FOOTING MONO SHOWN °p w e FOR CLARITY I -1 6 MIL VAPOR BAR'7RIER C '' a _ -, Z #5 REINFORCING BAR R 1 7/8" `" - _ - #5 LAP SPLICE 2 #5 CONT - - NOTE: - C • ��-�7 �-�7 *FOR BEARING WALL _- COMP. SOIL. (COMPACTED TO --�,I W/ UPLIFT ONLY - - - 95% MODIFIED PROCTOR ASTM III�.fi !- --i - I D1557 TIT _L' I' Ili I'I II 4„ -! 1,„ �I I � III II I11 — i1 — ��� ,, FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP WALL SECTION FOR ADDITIONASCALE: 3/4"=V-0"L SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 ° ° "v GRADE 0o v • _ (1) #5 REBAR w/ OPT. I CREEN ENCLOSURE MIN. ICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS fV ' M M �. a 4„ I - j SEE A/S3 OR J/S6 1111 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION, P•T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALM INTERIOR -31_ /� CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 'm •e co _ � — — _ N_ M 6 MIL VAPOR BARRIER -2X STUDS @ 24" O.C. U.N.O. GARAGE �I-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 cv� WWF OR FIBERMESH I r, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 36" MIN. LAP [36" MIN. LAP] ON 3" HA 10" 8" 1'4" 8" (TYP.) L #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS KO'F� WALL w/ UPLIFT KG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 i RECESS FOR FRAME -DOWN FALSE BEAM w/ 3) ( SEE ROOF PLAN . S.G.D. (U.N.O.) W FIBERMESH WWF OR FI 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " " ; CONNECTION INFO ° SEE PLAN FOR & LAYOUT DESIGN • TOP OF BEAM IV •' V SEE ROOF PLAN i;o ° a ° I I-L (2) HTS20 FOR STRUCTURAL - 4' BEAM SIZE & L ' Q t I' I CONNECTION INFO . ° d' e 2x4 P.T. I I 2x4 #2 SYP P.T. FRAMING w/ 7/ BTE MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 E °.aB. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE COLUMN LOCATION oc ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE rM a W CONNECTION INFO. SLAB STEP & RECESS a S.G.D. Cn SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS 2 TO FOUNDATION PAD 9 z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q' ' w SIZE VARIES PER PLANEE MIN. 2 #5 VERTICALS z c i w/ ,o G GRADE > w w FILLED SOLID SEE PLAN FOR - w w SIZE AND REINFORCEMENT) w c7 w • '' o U)�aww U BRICK PAVERS or SLAB PER w fn o 8 = - - II ' • • • '• z _ za / COMMUNITY SPECS U_�' I , [ +— +;- 44 0-0 FIN. FLR.� II "�..�,. • ' !�"!,"`. CONC. PAD INFO. TAPERED COLUMN FRAMING rCI SCALE: 3/1- • V-0- r i l III lii 'lit- I � I li III. I FOOTING, BEYOND PAD REINFORCEMENT " 3 MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 N N N c m � > W O C ram+ O .= O W N Cm LL 4 Q � N -O• m � 4.•C b Z5 d _1v=� c E o a w �ejjl c-•e� \J 10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9) E Q CDC $ N iZ' rr FA 0 » �n�ii;; U! (� v u. '� LL LL a Z UL, C °� o C'4 CC 0 W1:10 uj z IL IL NZ -.4J Z OU U W ❑❑ z z o v J — LO — N �4-J f0 ,.. ," o •O w s N c:, Lil U . o o s°0e QEE o CIDF� F— a�a� oa W Q z o b qg N d i °do (10 N C ♦ i C j� U N O a oLL Z > Z z U -7 zl �C) 'M J O co /—I T m N LO O I� N N Q N LO � T z Z. ' t` LO z c E v c a U _j a p JOB NO: 22-06453 SCALE : AS NOTED SHEET NO. S3 (MONO) W 0 i zt N r� 9 0 3 Q N E 0 A 0 N LO a N SEE TYPICAL WALL SECTION (2) 2x6 OR (2) 2x8 PRE-ENGINEERED WOOD TOP PLATE SEE VENT OR 2ND FLOOR 12 TRUSSES @ 24" O/C PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP-) SEE ELEV. SCH DU E)NECTOR (SEE (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLAT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE ASTM SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION „ 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" C. 9 STUCCO FINISH PER / 1/2 GYPSUM BOARD C. 926 APPLY 3 LAYERS W/ CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL THICKNESS 7/8" OVER 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d ❑ METAL LATH. FIRST 2 LAYERS POINT w/ (3) 12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK ❑ ❑ RESISTIVE BARRIE PLATE WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 FACE OF BLOCK WALL IS 21/4" — DOOR OPENING DOOR OPENING - DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED @EACH END 2x BLOCKING @ EACH END W/ 10d @ J� ❑ ❑ ❑ COMMON WIRE NAILS @ 4" O/C LU 4" O.C. FROM EACH HEADER FACE EXTERIOR J ( ) BOUNDARIES 6" O/C EDGES & 8" BLOCKING _ z O BLOCKINGco TWALL O/C FIELD WALL CLEAN -OUT A ❑ ❑ ❑ 2x TOP PLATE (2) 2x HEADER 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR PER PLAN SCALE: N.T.S. S4, ❑ ❑ (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING 2x BOTTOM PLATE W/ (1)10d @ 8° 1 ST COURSE 2ND COURSE 3RD COURSE _ _ _ VARIES SIMPSON HETA20 w/ (8)10dx1 1/2" O.C. 70 EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE . REFER TO WINDOW PRODUCT APPROVAL NAILS AT EATRUSS VERTICAL WEB 2x STUD @ 24" SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE (24" O.C. MAX) w/MIN. 4"EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. MANUFACTURER. IN KO BLOCK AT EA. STUD L MAIN SPAN FEQUAL @ 12" O.C. 2 x 6 (MIN.) FRAME ROOF TRUSS 2x P.T. PLATE STAGGERED FROM BOT. WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER SEE A/S3 FOR PLATE TO CONCRETE UPLIFT CONNECTOR REINF. INFO. SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. S4 S4 AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 90' HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- (TYp) TRUSSES @24"O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WALL j UPLIFT CONNECTOR 5/8„ DIA. x 8„ J-BOLTS AT 6-3/4", 41-3/4„ , 71„ , AND 96-3/8„ ABOVEGARAGE KNOCK -OUT NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. ScLE: N.T.S. (SEE SCHEDULE) BLOCK W/ (1) #5 Z SCALE: N.T.S.�,S4_")4 FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) DOUBLE 20 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER *+ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW FAM irSTD. WHOOK THAN V-0"WIDE (U.N.O. ON OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION �■I�IICONT.OPENINGSGREATER I�I■ �III ICI . lPPIIl�■ -- TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L.1.8E Fb=2400 PSI (AS PER PLANS) 71" DOOR STOP MOLDING 2 x 6 P.T. GARAGE DOOR PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 . SPLICE NAILS TOTAL) EA. SIDE OF ,#THAN 4R. SPLICE STAGGERED • • MAN ° e ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° a ° • HTT5 w/ (26)10d NAILS (4670# SPF) °o ° • DTT2Z w/ (8) 1/4" x 1 1/2"SDS (2145# SPF) °o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (3075# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (4565# SPF) 58' _ _ 41" J-BOLT TRACK BRACKET DOOR TRACK W/MOUNTING ANGLE !/ G . ' 10d @ 8" O/C OAST gNe, ATTACH ALL EXTERIOR STUDS W/ (4)16d TOENAILS TO 76P PLATE _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (5645# SPF) — • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (6970#SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (9335# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT „ „ 34„ 10" 6 3/4" ____ =-_ -- — 31/2" — I 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" 0/C EDGES & 8" O/C FIELD ' _ _ _ NOTES; 1Q 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. - NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K NOTE. BOTTOM SPLIC PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M • FOR HDU11 USE 1 DIA. x 12 EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT IDI HTT / HDU TENSION TIE rN _ _ SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 20 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SCALE: N.T.S. S4 SCALE: N.T.S. S4 `7 F= 2240 LBS SCALE: NTS S4 BLOCKING (TYP.) 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON C SIMPSON SP4 W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY rG 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK SCALE: N.T.S. ��4 KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.T.S. SL� HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END V-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) 4) (2) (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 gP2 FF ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING OVERLAPPING 2X STUDS @ 24" O.C. NAILED /8"x10" "J" BOLT INTO (2)16d TOE NAILS 51 24" O.C. MAX. TRANSOM 10d NAILS @ 6" EA. BLOCKING MIN. (2) PER BOTTOM PLATE TRANSOM FRAMING FRAMING STAGGERED X P.T. SEE SECTION AA/S1 WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE AND BB/S1 FOR 2X8 WALL ABOVE CREATE A SOLID BASE FOR OVER TOP PLATE •• HOLD DOWN CONNECTIONS ADDITIONAL DETAILS SIMPSON ENTRY " 1/2 X91/2 PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED Sp1 • SCRAP MATERIAL WITHOUT UPLIFT K.O. BLOCK W/(1) SEE FLOOR PLAN NOTES FOR SIMPSON SP4 SIMPSON SIMPSON -BOLTS @ 24" O.C. M AX #5 CONT. & - T REQUIRED CONNECTION RI CESS SP4 SP4 5/8IX10"DJ-BOLTS r- ; STD/� �FA�Nw @ 2'-0" O.C. 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE CONCRETE RECESS TO @ 12" 0/C EACH FACE OR MASONRY WALL FORM CREATES 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @R02WO C2FOR 2 x Od NAILS T AGGOR ERED A 2X8 P.T. BOTTOM P TE FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2)12d TOENAILS T/B "J" BOLT @ 24" O.C. MAX. B TO ALLOW SPACE FOR FLAT MASONS TOOLS C (MIN. (22 ) PER BOTTOM PLATE) (MIN, SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SP4 SIMPSON SIMPSON SP2 C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 'I SP4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END OF THIS DRAWING.) STUD (USE SP6 FOR • INTERIOR HEADER: S4 4" PRODUCT MEETS THE SHAPE AND DIMENSIONS 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 10d NAILS @ 6" O.C. MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN FOR 2x8 WALL) 12d TOENAILS STAGGERED A STAGGERED FOR CLARITY SEE DETAIL IN POSITION GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: TRANSOM FRAMING K/S4 SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. 0 C TAPS @ 8" ONLY (1) 2x SILL PLATE W/ (2) ❑ C C BEYOND. 12d TOENAILS NAILED INTO IN PLACE CONCRETE • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x PLATELL SIMPSON FRAMING WITH 8d COMMON WIRE NAILS 4" PLYWOOD TROWEL FINISH SEE �8x8x16 CRIPPLE STUD TYPICAL (U.N.O.) LS30 w/I 6 d x 1 1/2 EA () TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD o E SHEATHING GENERAL NOTES ���� GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND S4 SLOPE FORWARD �� CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL1.(D FOR DRAINAGE GARAGE FLOOR TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ (6) 10d x 1 12"iz SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD GARAGE DOOR 00 SIMPSON HTT4 TYP. OR SPi SIMPSON SP8 FOR 2x8 WALL) SHEATHING Op U.N.O. SEE N/S4 FN�NG' "HOLD DOWN RECESS SIMPSON SP4 • SIMPSON SP2 w/ (12) 10d NAILS • SIMPSON SP1 w/ (10) 10d NAILS MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL CONNECTIONS LINTEL SP4 MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. 4 4 ` NOT REQUIRED @ PLATE) ALTERNATE SEE PLAN FOR FOOTING n • a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BEARING WALLS NOTED P.T. BOT. PLATE - 2X8 P.T. BOTTOM 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED PLATE @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL P FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. WALL HEADER DETAIL Q FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SLI P BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) (MIN. 2 SCALE: N.T.S. V3 P caw r; cy = o ,•, Y.. i LiJ C A !> N e6 0 N y d r = Adder �Cr._ y n a E 0 V _ r' LJ `v To 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 - Residentiai 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Lod 2 N dIi M V ~ LL LL LL LL J a a- o � Whco 0 o'°' Z N LL m d 3 N OU 0 Z W ❑❑ z z z U) z -0 C2 -J CD5 _ LU V � 0 O c V) 0> RFD W = m U c m � C-4 C Cn w J E �a s aW E 8� a° 0s Z %U O6 0 Z a? �a o zN fu C � OY y0 o ars >Z N 8 OW W �No c �O I5 �C) J 'M O 0 ICU I � � r T v! m LO d' N O O .Q C V � N Q N � T ci E C`V 7 rl*- y LO o Z c E T ai c a U Q O JOB NO: 22-06453 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4 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) 1. SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 45° t 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (3) 10d & (2)1Od TOE NAILS @ EA. END @ 48" O.C. 2x8 P.T. SILL T 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" @ 4" 0/C SPACED @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER NOTE: IF EMBEDDED STRAP MISSED VERTICAL SECTION WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS --� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING �\\ SCHEDULE FOR SHEATHING DETAIL 45°t SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" 0/C. EXTEND AT LEAST 90% OF "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH ATIr- ' AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) LENGTH (SEE TABLE) RIDGE FASTENED AT GABLE TRUSS EACH JOINT w/ (3)1Od & SIMPSON H2.5A w/ (10) 8d FROM LEDGER TO 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. � BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS J7 w/ NAILS 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGGEE S AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. wl (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND RI NAILING SCHEDULE FOR SHEATHING DETAIL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE OSB SHEATHING ATTACHED FIRST ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & 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 WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL (2)16d INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER 10dx3" —� SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -71 MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS 1Odx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH TRUSS VERTICAL WEB (24" GABLE WEB SECTION O.C. MAX) w/ MIN. 4" 2 **�)i EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj 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 Cn X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `O � � SCHEDULE FOR SHEATHING DETAIL BACKNAIL wl WOOD TRUSSES ao 1 1 Co 11 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OFti� EACH JOINT w/ (3) BOUT. CHORD FOR 4 TRUSS SPANS /� `r� 10d & (2)10d TOE ATTACHED W/ 2 -16d tt� 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" 0/C FOR THE M(2)16dNAILS 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 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.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 ell - ADDITIONAL INFORMATION. SCALE: N.T.S. SCJ/ 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"YA" MIN RFF M/.R.r, CROSS BRACING DETAIL SCALE: N.T.S. 12" ISH SCHEDULE tTTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 I -WOOD TRUSSES "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/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS SEE PLAN FOR BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU CONNECTION 2x4 '7 ON TOP OF PANEL-/ BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS SECTION 9 SCALE: N.T.S. �S'�5 MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP Wl M "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/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" 0/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 2x4'7" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD 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 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) Z T7 w BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (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" T-O" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L DBL. TOP PLATE ONT. BEARING STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-T MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. CORNER JACK O a U a W Z 0 U HIP FRAMING REFERENCE PLAN i klq q .. ON ON I�A o 111111111 NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N N W � o � W o � o CL. c C= A 'LJ C I �o y � P 3: 7 no cc . 3 M d d r d'=� .n _ E o •. FIG'•V A>. ... P 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 potions of the drawing pages bearing Engineer's signature and seal. E a g $8 N N CyOI .�. N inner- - LL C J LL W J LL LL d rove.e� a Y =0 L � O W `° N `° 0 W�pjO� m w z 2 N$ d � LL J ZN OU � v W pp z N � Q J N Z a) U LL ■�� � TJ Cry W O—� LL, g �Ln ' . . _ U' 05 c C m M g Z 8 za a z zo oa E WDO $� z ~ ¢o a� o� MZw zco v w�< �; 3 g" �S W �z _� Mj g w �g il< 0 3 0 in >M J 0 n ^, 0 i T T Cr.�� U) m N L ' N O .0 N N N Q Ln ui Z LO Z c E T c a U 6 JOB NO: 22-06453 SCALE : AS NOTED SHEET NO. S5 ?,I ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" 0/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUor AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN --�� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN, 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER lot MUNICIPALITY E lea. E ♦ • Q 1 M — 6x6 W1.4XW1.4 a WWF OR FIBESH •, FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 /-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LU y— 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8 OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8"THICK. W —INSULATION PER yl� CHART ON FLOOR PLAN rB R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Q) U 4"x4" INSPECTION PORT AT a a EACH FILL CELL TYPICAL w � °- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE TFFL `-STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR 'TT "' (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTIONri REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALLA BAND JOIST `SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER XE W/ O.C. OR TRUSS/JOIST 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUSS ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK A FLOOR CONNECTION B S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: '" USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 7' CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TTO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED m °O FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °P SEE FRAMING WEEP SCREED c z PLAN INSTALLED PER MANUF. r M 2"x4"CROSS BRACE @ 48° SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK 1p— SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 2 1/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. �- B.U.C. (8)1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=V-0" S6 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. --\ 2X P.T. PLATE —� E 8" NI !HER BERMESH N 3" 'N. INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" QS6 ADDITIONAL SLAB INFORMATION. w' uj 0 .J W f(2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET- i 10 G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING WALL SHEATHING BETWEENN FFLOOR SYSTEM WALL ELEVATION DIAGRAM 15/32" OSB EXPOSURE SHEATHING F 2 SOLID 2x N C BLOCKING @ ALL j C SHEATHING W EDGES (SEE OPENING SECTION X- 4U C x raw 11 x III 2x STUDS BEYOND. ch SEE PLAN Q d, W 3/8" "S" - NAIL SPACING }�S " 'I '1 1n" SINGLE NAIL EDGE SPACING DOUBLE AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2X4 A2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. IAWI STAGGERED FOR SHEATHING SECTION X-X T�7 SF�4e6lov 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) pFNirR�OR S �1/2" SPACING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES, A MINIMUM X" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THANy". N ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL UB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL —y @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. vv)) E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. Q o w/ 8d COMMON NAIL W W F O O PLYWOOD SPLICES 9 HEADER - NAIL SHEATHING TO HEADER - � r- O in IxF-O0V) w/ 8d COMMON NAILS 0 4" O.C. (2) ROWS @ TOP & BOTT. v~i O Woo LL O Z g ou QG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N W MEMBER IF GABLE END Q —CO NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR ;4 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN `S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED' CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS I 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1,4 WWF OR FIBERMESH rs d •.. e a E a �. • 1 '.•• , .. • +, �. * . -III-I i l-III I I '..• • .:_ . III -I � I � I I I I i /_.�L- _� •: I I 1 1I I 1 1 1 /JC m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1' 4' 1 2 (1) 2 (1) LSTA30 4' 9' 1 (2) 3 (2) (2) (1) LSTA30 9'-16' 1 (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE (3) # 5 REBAR ON 3" CHAIR -�I 4" I V-8" I W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3l4"=T-0" S6 ADDITIONAL INFORMATION. N N � C14 o :� > u) O L C t�Ll ci oa- — � m fV .. o Lj- O_ N f6 Q N Ncc a) � •� W a) m� N C Cc o a r, 0 `;v 14 LL 0, J=SON , � A.+\ ?ItiEl',%, . To the beat of the Engineer's knowledge, information and belief, the structural plans and specifications oontained 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 di fnNGOV M .6 .42 J LL W LL LL W a ,Z N c O) a ?� 0 Wvg pj O) M W L C7 Z d J N GU Z W ❑ ❑ M z N f7 z § z a � N z U (D czl fp w 0 w V) c VV) t'II '- U QC4aUL • s H�M Q E o S� Z• z V 12 �z ¢0 3 °Wa CV L af � F C p mg -0 " i'rii z o dd ]z a� ila � 3 In >M J T IIL_ T T U) N •F-+ Ln 04 N Q N Ln ui M 4+ 'A` N 7 N 1J7 c Z Z E T w C a U ¢ d JOB NO: 22-06453 SCALE : AS NOTED SHEET NO. S6 (MONO) 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). 1 3/4 x 11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D i-2x8 BLOCKING FOR STRAP L1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS Cr%M 010C AAIM D1 IAI 1K1C:nDRAAT1r%K1 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS _ 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW _ SCALE:" = 1'4" JOIST SYP 2x8 SYP STRINGER MUST MAKE Fi CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F f�l 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL '--2x6 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 J" / AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER / 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ NAI S) x 1 1/2" NAILS) / SECTION VIEW "A" SCALE: 1" = T-0" 2x8 STRINGER MUST MAKE --t- 1 SYP Lj FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER i 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEAR ( E IN WALL — 2x6 SYP SECTION VIEW "B" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER -2x4 BLOCKING FOR 2x12 / 2x4 PT UNDER 2x12 ROVIDE MOISTURE PROTECTION ACH ALL COMPONENTS STAIR TO CONC. W/ J" X TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/T" X \LA NAILED TO STRINGER 2 �" TAPCONS @ MAX. 32" O.C. / / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH Lx4 srr OLUUKINA FOR STRAP /2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" AT STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ~--2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-O" 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK `-2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS B SCALE: 1" = 1'-0" x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW "E" SCALE: 1" = 1'4" SECTION VIEW 3/4 PLYWOOC ON DECK -2x8 SYP GLI AND NAILEE FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C-� NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGERS G. SECTION VIEW "C" \ SCALE: 1" = V-0" TOP OF STRINGER -� --2x4 BLOCKING FOR 2x12 SIMPSON A35 -�- 2x4 PT UNDER 2x12 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: J, = 1'-0" PER CONTRACTOR a PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST6� FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT _TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = V-0" N N d T W LU O t ++ cMn 4 d N� Y N d .O c E a � f •�� - it � .� .' 2 /lit � Ili � • c,L U :: ?tia 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. W d E a � � N S 0 Co a) !!JN^O� a LL n Q - J ,y U_ LL a W T m L W M Z d J Z N do � 8 W O0 J N U) U1 z -5 -J � Om N g W ID O W vi c " N � .0 U d y U c Y • N OD M O oo a� zo m $� U W �U z o<8� ~ 0$ �� ro C c y� 0 ZW Z (� . 8 gW W L) a I5 NJ I 124 > CM J Lo M co =) r T� Q' C 4-1 CN O I� -0 cN LO N Q N � T ai M C`V 7 N LO c z z E o $ m C a U _j a o °; JOB NO: 22-06453 SCALE : AS NOTED SHEET NO. ST 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45" DIAGONAL — BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS DOOR JAMB (REFER /2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT DOOR JAMB (REFER*4" 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN.APPROVAL P.T.O t:. PRODUCT FOR CONN. 1x4 APPROVAL FOR CON 1 X 4 1x4 P.T. 3116"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS FURRING (2) ROWS 3/16" x 3-1/2 TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. &8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MX8 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1 x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" ix4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. lx4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CO'#2 (2) ROWS 3/16" x 3-1/2° x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 21/4" DETAIL STAGGERED @12"o.c. 3-1/41' DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX iSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2'-0" 8d NAILS AT 8" O.C. AT BUCK (4)10d NAILS INTO 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4)10d NAILS INTO 2 x 8 BRACE/ BLKG. INSTALL WDW, SCREW ANCHORS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 8" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4' MIN.. /4" MAX EMBEDMENT INTO ) Z-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG, BRACE B VERT. BRACES WHEN HGT, OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7116" OSB ARCH PANEL TO FIT ARCH CONNECT W/ Sd NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED `--2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN, OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK 7/ t I ±5A NOTCH WEB AT FIRST 2 COURS IAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/i' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. '. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS kR 4` THE :S ' #5 REBAR (TYP,) ' 00 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN CC= AIfITC 4 00I P1UU 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24 O.C. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS ('*) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 12. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN j - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* PA JACK TRUSS PROVIDED BY--✓ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 000, SE PLAN?kOV�RHq 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'/2" WOOD + + SCREWS @ 16" O.C. MAX. OR IF MASONRY + WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + O.C. + SECTION @ ENTRY L SCALE: 3/4" =1'-0" TRUSS SS 2X4 SYP EACH TRUSS CONNECTOR —� SEE LINTEL MASONRY WALL. SEE PLAN FOR SCHED. REINFORCING. PROVIDE LOWER HOOKED DOWEL PRECAST LINTEL #5 CONT. TOP & MID W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER — OVER 614" P ► e GRADE °. p ► — e. e M ► z ,\ e \ e ° (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 10 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. CEHOTN (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + + REQUIRED TO + + SUPPORT SOFFIT + SOFFIT SEE ELEVATION ' FOR OVER HANG (MAX. 4'4") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,Y - I „ CFF SHFFT In) Amn cr z 0 cn LL_ 0 W Q U a @ FIRST COURSE 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING T( 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED —2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRA SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N: FILL 1st4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 11-011 5'-00 1 'INISH FLO s .► /p �. • ►.. #5 BAR XX ►• loof •: ' ► p • Q p ► .• CENTERED W/ g ►..'� •. �► IN TOP o • # : KNOCKOUT / N '- ' '• .; ' CHAIR BLOCK d• . MONO FOOTING .� ,• SIZE AND REINF. PER PLAN °• AND SECTION DETAILS CLEAN FILL .► • • DIRT 4 z �, • STANDARD 4 90' HOOK c� #5 BAR IN FILLED CELL - , �s �.�•♦f�•♦ ♦jam•♦ ♦�.• ♦r.�• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. N DETARLANILS AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. IF Wr M t�64r __ `4 di M v LL � LL LL t i Z -9 LL O Warn um.Z ZN MZdr_ 06 .1 0 W ❑ ❑ N z' z z Q cf (n �4-J N z N LLI W O —� w ul c v . Q o w J u E 8 ~_ � _c ago z 08 3cl z�E ag m, o cn C Z b W z mi S � w� � � ico � US` � O cM O rn Q cr m N Lf) d' C,4 O O N N O Li i N Q n m 7 A` , Nl LC) o Z Z a E U T Q c JOB NO: 22-06453 SCALE : AS NOTED SHEET NO. ss CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: FRAMED RIDGE MAY 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2014 CONBE Y. NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) IL 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 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 TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� �L WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD 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) ,k 2x8 #2 SPF RIDGE BEAM ^k 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 A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN �- SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING -e 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Qk OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ';;"ATRUSS G.T. ADD 2X4 ALONGSIDE - TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER A USSES HIP SIDE OR BOTH IF REQ'D) C. (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL z O W W W SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE -� PLAN EXTEND SLAB 1 1/2" _ - - (2) #5's CONT. T&B w/ 4.. #3 STIRRUPS AT 4'-0" PORCH SLAB SEE- WHEN DEPTH EXCEEDS 30 FOUNDATION PLAN MADEFE. 1-4n ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED I I MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY ct F1 I I I 8' SLAB PORCH SLAB SEE " LEVEL FOUNDATION PLAN i 2 #5 s CONT. T&B w/ - 2 SEE CUT O CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN SIMPSON LSTA18 W/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE PORCH SLAB SEE EXTEND 2 ` FOUNDATION PLAN SLAB 1 1/2" 2x4 BASE PLATE W/ SIMPSON LSTA30 --- (22) 10d NAILS OR „ .- ( 2 #5 s CONT. T&B w/ _ Ae ) w - SIMPSON MTS12 w/ _ Y #3 STIRRUPS AT 4'-0" J 4^ z (14) 10d x 1 1/2" NAILS - WHEN DEPTH a ! TO FLOOR GIRDER EXCEEDS 30" PORCH SLAB SEE N ! BELOW @ 16" O.C. 14 FOUNDATION PLAN �' °. w 117'GRADE (2) #5's CONT. T&B _ .�. •. z .. :. W W/ #3 STIRRUPS AT �, z V-4^ 4'-0" WHEN DEPTH = '- 16" FLOOR SYSTEM FLOOR GIRDER EXCEEDS 30" LOWER OR SEE PLAN FOR SEE PLAN FOR Ilk GARAGE SLAB DIRECTION CONNECTION V-4" SEE PLAN SECTION @ FLOOR PORCH SILL 15 LARGE STEP DOWN 17 CONNECTION r22�� SCALE: N.T.S. SCALE: N.T.S. 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" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE gk VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 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" ENTRY PORCH SILLrl 6 717 SCALE: N.T.S. i iIMPSON HUC410 w/ (14) — I SEE PLAN FOR CANT. 6d INTO HEADER & (6) Od INTO BEAM - SEE —r---- tOOF PLAN FOR MORE NFO ,� SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO 7 Ltj: INDIC ONLY WHEN INDICATED ON BM. - 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F__1 A SEE PLAN FOR P 5Fr vv SEE PLAN FOR CANT. IF INDICATED CORNER L�SEE FOUNDATION PLAN FOR MORE INFO 5" XY COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. ju SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. C"_] MIDDLE BM. SPLICE OVER CENTER OF POST Y2" CDX PLYWOOD OR 7/6" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. - RUSS/ O WALL '-?SEE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS ,", 2x4 #2 SPF STUDS @ -�� 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR N I J-BOLT OR Y2' TITEN HD 2 ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS y y SEE PLAN FOR OPT. rr I STAIR INFO. IF CONCRETE STAIRS ° MAIN HOUSE FORMED &POURED :.• , . , , W/ (1) #5 EACH STEP SLAB i ° ` (2) #5's CONT. T&B • w/ #3 STIRRUPS AT 1Y 4'-0" WHEN DEPTH EXCEEDS 30„ a CV Z .. GARAGE OR LOWER SLAB SEE PLAN SECTION @ GARAGE MONO SCALE: N.T.S. 0 c+� CV 0 LU d Cn O LU o 9 g E .p m;C ,...oU.Q Q N N Y ao � 5 �. dE � G O 9 a.a e f0 O a a r•�r F7 // o r To the best of the nginser'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. a o �� t, N 8 = to 0 --;,; � N 0 t�Mpv Q� U_ J 0 0 aa_i 0 _ .G CM a 3 J;E W 0 MCN F ILW rRJ�O~M 3 2 C', w N Oo Z W 0 ❑❑ z � z a N (D 4J O w s to C__ c Q CIO N 0 so o w s. zo 0 = o fCU - ro §� a�nZ S° z 8 a �� M C C O Y NO Wo off >� za$ r� > OY U LL IIIIJ� z� ° J :M O � M d- T T CT U) m N L0 O .0 CV N Q N I.f) � T E Lo z z C a $ o JOB NO: 22-06453 SCALE: AS NOTED SHEET NO. D1 (MONO) — — — — — — — — — — — — — — —) (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN II i EXT. SHEATHING FLUSH W/TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS—� G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS j a JTXP.1.2- 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d 2 x 4 #2 SPF STUDS C NAILS TO STUDS BELOW. AT 16" O.C. U.N.O. D SIMPSON SP1 w/ (10) 10d NAILS 0 (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 1 L SPFEMBEDMENT PAST STEP. E PLATE 1 PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C BH . C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 2 x 4 #2 SPF STUDS ` B INTERIOR HEADER AT 16" O.C. U.N.O. 2 2x HEADER G o (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F I I TYP (1) F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. u F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE l D — BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" SEE FOUND. PLAN FOR FTG. REQ. Ho STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK FLOOR DECK W/ 10d NAILS @ 8"o.c. `. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)-12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL �A BELOW AND ALT. BLOCKING INFO 0 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE d 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR I B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD 8d NAILS @ 3" O.C. JOIST SEE PLAN WALL SHEATHING " / '� (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" GABLE END RIM JOIST O.C. (MAX) AND @ EACH END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO MASONRY WALL (2) -10d TOE NAILS EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS(2) 12dTOENAILS. END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL -------.NAILING SCHEDULE \ FLOOR TRUSS/ i-JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIDE U.N.O. ON PLAN — 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. SEE PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. PLAN FOR CONN. I I NAILING AREA (TYP.) SEE PLAN FOR COL. SIZE I �(2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS -------------- FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT P. SEE FOUNDATION PLAN FOR FTG. REQ. 6 2 STORY COL. @ GIRDER 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] 10 SYSTEM 42 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ 3" O/ N PROVIDE 2x4 ON—i TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 7 (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. TOP SPLICE JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. 11 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. 2xCONT. T&B 2x CRIPPLES TO MATCHJACK STUDS BELOW (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 -Zt TOP AND SIMPSON SP1 w/ (10) 10d - - NAILS AT BASE 'PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND i BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) o -'A i 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 SDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. N N o d� > ry oho i i d C1 cm C A C.0 N — m C Lf d o- 46 y d O lO d cu a 3 � UW d rm T E o a U d k\\11111111111/ `,1 vv SE ••• 6� Q F Q: 0 F Is �'i�111tttilttlt�aaaaa` E S To the best of the Engineer's knowledge, Information and belief, the structural plans and specIflcations 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. 9) W £ o fin$ Lo 00 0) 0) s ) UF-�' M 4 it LL aI J " z CcL" wa r�� 77S m /n Z N OLOL U V W ❑❑ ,a !9 �q Z N t7 J C� �; z (1)_ c� LL rL W �U 0 w N c d rUU c Q Y N w o �W Z M o� LJL zo °_� >p zo chi p V �O Z _ �0 �� t° g rr m& v "� g� z 7n Q) o� 3'g WU 0 �t o o �o J M O � 0 CID It Ir- T Q Cr r— CL m N LO 0 N N Q N LO lj Z Z E T m a s a o JOB NO: 22-06453 SCALE : AS NOTED SHEET NO. D2 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 i 2) SEALANT JOINT 5) SEALANT FROM INSIDE F 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 SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING t� '"I WEATHER ✓E BARRIER & ;ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --- OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER 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 WP02) ° SELF -ADHERED FLASHING ° NAILING FLANGE 1 s 11 O DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS BOTTOM NAILING $ UNDER DECKING FLANGE (SEE DETAIL WP07) SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW I EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as# in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SINGLE JOIST SELF -ADHERED FLASHING i DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING O 2 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 1'4" PER PLAN SELF-ADHEF SELF -ADHERED FLASHING OUTSIDE CORNER i >I m Q Z z' z a a ELcr a (0 W wU W W a W W LU CO O (n DOOR ROUGH OPENING - 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 SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 0 �o INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING. EXTEND A MINIMUM 8" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 Alt PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE - - ---- -- 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or 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. R703.7.3 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 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 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 ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing.Approved metal flashing,vinyl flashing,self-adhered membranes and mechanical) attached flexible flashing shall be y g FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with he 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 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 (BEFORE FOLDING, SCORE RELEASE PAPER TO the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and AD ESIIVEASSHOVM) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the pptype 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: 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 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 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. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY :a SHOWER SEAT 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 LLSS1Ql� - II{ SACKER ROD A FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF 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 M M c 0 - t ►� ;I W o � c r_ °aL.1vi '-.flmx V- V- R C= i y N t > E z a f= 3 � L ea m ao .n a •- a a� as � E �.o a U i. O N ti N ►c 3 0 To 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 7th Edition. Engineer's signature and seal is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. a W E MN g d°iID� r N_ 0 0 4 aNN�rNiv u, LL C _J 0 Z 13 1 lJ U. a -v a R -C N _ A4r_af0 WU) pj O. m LL N M .J 00 Z OU L) U) W ❑ O U' Z z Q n- r/ I N �4- D o "U N 0 V) LU °- ra ' U N c co y w Z `E "O aA Z 9 Q O m u �i 18 Xb oa W� 0 Z �� 6 r � Z t fu °do 0a �Y Z v -o uzq gW <z � J �n �m ap 9N 2 7 -) $ � U S� �w W 3 U °a � CD W MI5 MJ v =I $ 1211 M 'J C) on M 0 "t T Cr is LO O t\ N 0 .0 N Q N Li) n r ui N y LO c Z Z E T E o A? c c JOB NO : 22-06453 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets (10 Gauges 41/2rx4112'x2-12r See Anchor Schedule gaits 1 /2w Dia. A32S Galy. (Typ•) ° 0 014 Self t)rMang Screws A/C Wit Bottom Edge HurricaneSaap (Typical. 3 in front) Front Cross Support (May be cut tow) Left Bracket (16Gauge) 014Self-0rilingScrews ThruBrackets 6 Back Cross Support Into A/C UrA Bottom Side (Typical: 3 each side for hurricane use) Washers / Self-tockinp Nuts Spin & ut""Md rate.MUDU as Pra da iai silt sash tlMrrilaMe AM Blom fill Itirbed Slat � a4ltgrile tlpaa alegmaw 4aie 4 Back Cross Support (May be cut to 4M Right Dfacket(16Gauge) Florida Department at Business & Professional Regulation Pas. i all Building Codes and Standards 12h602021 Product Approval Application Detall " M enmLa all pia Dow, Pervade 20 MISS YeaYgO asseg m cam inlnalL.ALlanu vrddedyier Yddm eammo FBCAWrewr 'am& AMmatlon 2020 Omen Vmnl Prdlule, lne, Mover Grshem Harrtae F, Noraro P,E Lanka Sears. P.e, 12M8/2020 i2MWDM 12/26U20 Approved CaeOdy: amasru Components (877) 4414366 PEE73776 (334)300-1600 "CMegpry: Products introduced to a Reeuhd mMmamadwnLCam Near Toolmolopy Compiled- Method Evelusaon Report tom a Floade Registered Architect ova Uow9*4 Florida Professional Engineer Anarpwdrwuse Amroved rue Usk Imma alike flea! $maMdAlGtbaO I,HVM )iulsgatSLli laws" Emma 1 BrnomVrn Mwk1 W510610 Duel Function Flood and WdiWon Vera 12,1141023 Yee Yea Men ♦100F100 2 &r rodV.ra Modal W II"l 1 Owl Funon Flood and VanV due Vwd m 1W12023 Yea Yee NM 0F1 .1000 3 Srnanl/ellt 160=1540.520 hsMated Flood YOM /N31/1023 Yam Yes NM .1110}100 ♦ 9ms0bot Mode1W54g.101 ineJree Flood Vrd 121312023 Yee Yee NIA .10014 00 6 ammrtVent Model W 540.=4 196qud; Gerais Cow Flood Vent I7/312023 Yes Yes NA WA 6 arde"VeM M8M1Y1540.570 Weed Wall Isolated Flood Wed 12/1112023 Y. Yes N/A .10WF1DO 7 amrlvsrd Model 01540,514 14,56grd: Garage Dow Flom Vend 12031,7023 Yea Yam NM. WA Florida Dspertmefa of Business 6 ProfessiorW Regulation rage l orl Building Codes and Standards t14421121 Product Approval Application Detail DdA! E1ItlW-QC Oat °lie mlLlrafl0t 20 I= 1anwhin Woad lc 2EM Jiowux.Almm X*Miaadaw YAW" aamw FaGAmeallYY Willia0 alas Ran"on 29M Draw Meals. Ise, Jam Shumate Zachay R, Priest Leese Bender P.E. 0111102020 0110912020 o62a2020 10/132020 Approved Cattoory: Roding (502)303.1511 PE74021 (334)300.1800 SubCa mpwy: Mew Rodng Hnumareg:ns.mr ten Compliance Mrbod: Evalu"on ROW Rom a Flaraa Reydered Arched or a Liamsed Ftodd. ProMnonel Engineer tat aoia Ancestor far U Amrnvadla love I nalax 2tdo $vie Plpd,d �4tlmon G4d[al 0la Inlma o allltla pm," 1 Drexel Metal Rooms Syrems DMC 1001,18, OMC 15088, DMC 175S. OMC 200a, 1L312023 Y. No WA 10t180 DMC 5V Florida Department of Business & Professional Regulation Page 2.14 Building Code* and Standards 112620Z2 Product Approval Appliceftlon Detail 20 20proved im VaMim aucturer Mah contact enaimmr& Lice"" Ve1m4i1 act Br Volidet4d SalinaslandFe0 A6ro owl A Status Raviabn 2DX Therm i -Tru Corporation Slave Jssperson Lyndon F. Schmidt P.E. Ryon J. Klrfryg P,E, D4/182021 12J31r202O 0422/2021 Ot310&2021 Approved ry: Exterior Dews (am 843.7626 W 43400 (813) 767:666 Subcategory: eMnging Exterior Dow Aeeembees miusperwrogermetru.w Oampllanae Midland: Eraluation Report from a m Florida Registered Amhited or a Uoensed Florida Prafe.almat Enghser OualitivAssurstatoo Aearowad tar Lee Aael4tleld for Uas lilm >?tllpl au Pmduct a4edel. Number air Mama gig G In HyHZ 2MMI WIZ pressure 1 e. Thamra•Tru Fibsr4baeio and Snedh-Star Nominal 8S6t90,6 Aquotl rlpactligllot Opaque 1201t= No Yet Yale WA Composite Edge Filerylrs 91ngls Door (InaMnglOodewrlg; X coMiguro on) 2 b. Themra•Tru Fiber-CAasec and Smooth -Star handrail 6&M,8 &quotlrrpacfl%gWI; Opaque 12/912022 No Yea Yen, NIA Composite Edge Fiberglas Single Door wish Siddbe(s) OnmviniglOulaWng; XO, OXax OXO mnfig.ndens) 3 c. Therma-Tru Fiber-Claeeio and SmcolrrSau Nominal 8*M39;66quotlmpact6gwt: Opaque 12/311Z0?Z No Yea Yes NIA Composite Edge Fiberglas Double Door Win or virboutSWelites Onwwinglouteainp; XXw OXXO oommourstions) 4 d. Themne-Tru FiberCNsaic and Smooth -Sus Nominal SOMOr.0 &quotlmpactiquot Opaque 12I31121022 No Yae Ys WA Composite Edge Fiberglas Single Dow (InsWrM/OuavAlp; X oormguratlm) 5 a. ThernwTru Flber4Cbasle and Smoaal-Star Nominal OOM W.O 6quoklmpad8quok Opaque 1201/= No Year Yes WA Composite Edge felberylas Single (low with Sldelf.(.) (I-Ang7d#W ng; XO, OXw OXO Mnrlgurebons) 6 I. Therms-Tru Flbar4smmic and Smoar"tar Nam inel B6Ak1D;08quotlmpaot6quok Opaque 12131@022 No Yee Yea WA Composite Edge Flllarglaw [bubo [box W M or vu8lout SidalRs (InaMrlgfOutaving; XXw OXXO coMlgunrtons) 7 g. Theme-Tru Fiber-Clsso and Snna81-Star Nominal SNII SO dquoklrryaotilquok Gleamed 12)312022 No Yea Ys WA Composite Edge Fiberglas Single Door (Inswrg/Oulawirgt X aalNgwatian) a h. Themsl-Tru Fiber-Cbsela and Shona -6Nr Nominal 66J736;6 aquoklmpsoNque; Glared 121311=1 No Ys Ys NIA Composite Edge Fiberglass Single Door with Sidelte(s) OneWrglOAteming; XO, OXor OXO Configurations) 9 i. Therma-Tru Fiber -Classic anti Smootll-Sax Nominal B&M,,6 &gvaklnpadaquot, Glazed 12131/2fY22 No Ys Yee WA Composite FF.dge Fiberglass Double Door Wth or Without Sidelite6 OrsMnorOub wang; XXw OXXO Conrigurationo) 10 1. Thermo Tlu Fibar-Classlo and Smsom-ear Nominal O6M O iquoklmpsoraquok Glued 12/31/= No Ys Ys WA Composite Edge rbese�Door (ngun 11 ItTherma-Tru Feder -Oasis end Smooth -Star N0ndnQIS943Ig0&qu0tImpeoMgWt Glazed 12/3irl= No Yee Ys WA Composite Edge Fi6erglss Sroe Door with ,4Adelle(s) Onswing/OwMeong; XO, OXw OXO configurations) 12 I. Thermo-Tru Fiber-Cassle and almth-Sar NomMel SSJMO 64uot:IMV* r&qugk GlMd 12r31I1D22 NO Yes Yea WA Composite Edge Fiberglas Doubts Door Wth or without Sidelitea Onverai lOutawing; XXw OXXO conhgundions) 13 m Thwma-Tru Flber-ClsWo and Smooth -Star Nomina18aM348 &quek1,n-rl; quok Glazed Molded 12131t= No Yea Ys WA Open Composite EOga Fbeglas Singh Dow pPsWracu inaiig; Xocidgurabm) 14 n. Thanna-Tru Fiber-CAasYe and Stntldh-Star Nominal 8W3(k8 &quottinpact&quot Glazed Molded 12131/2022 No Ys yes WA Open Composite Edge Fiberglass Single Door alth Glazed Molded Open Sldeba(s) (Inswirlg/OutrAV: XO, OXw OXO oonfigumbon.) 15 o. Therrro•Tru Fiber-Qmwo and Snledh-Star Nominal 68M A &quokimpact&gLwt Glazed Melded 12131r= No Yee Ys WA Open Composite Edge Ft"i s Double Door weh or without G bzed Molded Open Sidelites (Inwrtno/Outewigi XXor OX)(O Configuraboos) 1e p. Therm►Try Fiber-Oissi. antl Smootham, Namin.l SOAi3g;S &q W."Cf&qupt Opaque 12131r= No Yen Yee WA Composite Edge Fiberglas Single Door with Molded Open Si elites) OnswinglOutswing: XO, OX or OXO configurations) 17 It. ThamwTnl Flbar-ClnalO and 9mootMSiar Nomina188M9D;8 &quoklmpectaquok Opequa t21312022 No Ys Vs NIA Composite [:dgo Fiberglas Double Door W th or wdhod Glazed Matted Open adepts (InavAnWOutawng;. XX or OXXO Configuratnrla) Floods Department of Business & Professional Regulation PeprI a Building Codes rind Standards 1M2071 Product Approval Application Detall tams MR tau ➢is,Fin)am mY ]4nt Yedidw amatirms colt YMWYW t)1✓all" MCAnstrovl Aidair ll a" Revision 2020 POT Industries Jon. 111-old 1Mne-Osd. BCCO-CER MI-i-Dad. SCCO-VAL 11/11/1020 lora=20 1112VX20 Approved Category: extmme Doors 1941) 48&0100 (739) 315.29M Subcategory; Malang tidatr Ow Ass.ms.m Iroe kilapgandrsreae Cwnpnarae Named: ConMoetlon dart or IJang O1T Aoesved for Use bee ROM ami Resits! Yodr. Mrmbw w here $gm(�gdllm InHYRZ Osrslbl= Ballad emu= a eGOd570{Large MmrM hApa1x) VIms alIng flees Door o1N42071 V. Y.. Yes NM May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET (21M) 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 A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON4MPAC1) FL20461.1 +67.0/-67.0 f 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.71-38.7 psf 4/1412026 C. SECTIONAL Wayne -Dalton Series 8000/810018200 #1105 8X7 FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 16 FL8248.10 +30.0/-33.5 psf 12/31/2023 Wa ne-0alton Series 8000/8100/8200 #1124 16 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 +60.01-60.0 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 2/1612024 C. FIXED MI Windows and Doors Series 185 F L15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cempiank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7130/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES ]Tamko GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS (for Shingle Roof) 151b Felt Underiayment FL12328 NIA 6/2912023 PI lass USA, Inc. for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Of Ridge Vents FL16918.1 - FL16918.4 NIA 9l9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES B oral Tile Villa 900 F L7849.27 - FL7849.28 NIA 12/31 /2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150S S, 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 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 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 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) Florida Department of Business & Professional Regulation page 1 013 Building Codes and Standards Ir"22 Product Approval Appftstion Detail QM Ak 20 not, Fred Ina om Do ,version Manufacturer frsntwt ,;gg(pgu,eLGfaa Vandal 1s yalattill ful3nalided FBCC ituaildlyal Approved Am Revision 2020 ThamwTru Corporation Save Jaepwson Lyndon F. Schmidt P. E. Ryan J. King P.E. 07123*1=1 07/122020 0712912020 10/132020 Approved Category.. Exterior Doors (800) 643.7528 PE-43609 1813) 757-66% Subcategory: SMngine EYarior Door Assemblies c)eeperaorlethsrmatru.Co Compliance MNhed: Evaluation Report from a m Florida Reglstare l Arcntscl or a Licensed FbrWe Prdefabnal Erglnaw 2UWXAUWUU AeeeeaM FarUM aOiltiotAK N A= gWaa 6eg0 Ftqdudr MOdN. Nemberor Name pmdubt onanabnn Cgntaall�,.�blraaorl Date In MVHZ Outside HYHZ Ra killarrt Prossu er 1 a. Thrmle-Tru FlberCMssb and Smoor"tor Nominal411030,8 &quotlmpad&quot Opaque 12131/2022 Yale Yae Yee WA Cbeglaa Single Door iXco (oWWfigurstion) 2 b. ThermrTru Fiber-Clusb and Smooth -Ste Nominal S&M .8 Siluotlmpad6quok Opaque 12rJll Z2 Yes Yes Yale WA Composite Edge Fiberglas Single Door wrath Siddla (s) pnaWngiOubeWng: X0, OX or OXO configureflons) 3 o. Therms-Tru Few-Clusic and Smoothaar Nominal MOISR6 aquotlmpaataquot Opaque 12MV11 22 Yes Yes Yee WA Composite Edge Fiberglas Double Door with or wdhout S"Kaa prelmnayouteang; XX or OXXO ConAgurations) 4 d. Therms -TN Fiber-Clasalc and Snnoth•Ster Nommel 39M9a,0 agvoI;IMped6qu0t Opaque 1 N912022 Yee Yes Yee WA Composite Edge Fiberglas 81ngie Door 0navergloubWng; X Configuration) e. Ttwme-Tru Fiber-Cleeeic and Srrloofh-bar Nomin.l 8&M30,0 6qudklmpadLquoh, Oppw t2/312p22 Yea Yea Yee WA Com5 �aE� or XOD SidM(Iaeiing:OX OXO cordfgunabona) e I. Thorma-Tru FlbanClassle and SngothSar Nominal UJISE0 &qucklmped&quOt Opaque 12/311= Yes Yes Yes WA Camposne Edge FNOwplas Cbuble Door YAth or v4tllod afdelBs (IrewvrglOuteW rig; XX or OXXO configurations) T g. ThomnTru Rbw-Clessle and Sooth-Sher Nominal 6&03D 68queklmpecdquoR Cla2ad I V3112022 Yes Yea Yee WA Composite Edge Fiberglas angle Door OnsWrgfOuuWnlg; X Configuration) 6 It. Therms-Tru Fiber-Cbsslo and Smooth -Star Nominal 6&0396 aquoC'ImpaoUhquot Glazed 12/312m Ys Yea Ys WA Camposdo Edge Fiberglas angle Door Mtl1 Sideleo(a) OrawingrDutewing; XD, OX or OXO aonfipuradonq 91 TMNrw-Tru Fiber-Cbulo and Smooth -Su Nom"a166M89: 66quot:impadAquot Glazed iwif071 Yes Yes Yee WA Co-Poene Edge Fiberglas Double Door Mgt or wthout SIdMRs (IraMriplauWAng; XX or OXXO conagurs ions) 10 1. Therms-Tru Fiber-CWsio end Smooth -Star Nominal 6&M89;0 &qud;lmpad6quot Glazed 12/312= Yea Yea Yee WA Composite Edge Fiberglas Singh Door (Insv WOub w rag; X ooZroon) 11 K Thowma-TM Fl w•Ctaslo end lSmootn3ter Nominal6&MBQp aqud:Impaot&quot GIa7W 12131 r= Yea Yes Yell WA Composite Edge Fiberglas angle Door VAII SdNte(s) On6WnWOutewing: XO. OX or OXO wnAgurations) 12 I. Thenma-Tru Flow-Olassic and Smooth -Mar Nominal 6114*,0 aqucklmpad6quok Glued 12/912072 Ys Yse Yen WA Composite Edge Fibergles [buble Door with or Mthout Sidslitae (IruMrlg/Oulawing; XX or ODW conAgurations) 13 m. Therme-Tru Flber-CWWC and Smoelth-aar Nominal 667K S &quoklmpact aural; Opaque 1713lf= Yes Yale Yea WA 2=Composite Edge Fiberglas angle Door %ft Impard&quok Sidetb s) Nomi 14 n. Therms-Tru RbW41oule and SmactAStmr al�&&qudelmpsctLqu DCok Opaque 1N31f1022 Yee Yea Yea WA Composite Edge Fibarglas Double Os or Wth 8quot:Nom-Impac4&quot adNras(InsvenglOutswng: 0)0(0 configuration) 15 0. Therms-Tru Flbw-Clasie and Smooth -Star National "#*,06quotimpad&qud, Opaque 12131/2022 Yes Yes Yee WA Composite Edge Fiberglas Single Door with &quo,Non-Impad6qud; SWC(a( s) MW a)aingfOunWrlg: XO, OX or OX 16 p. Thema-Tru Flbw•Gimasbo and Smooth -Star Nominsl 9AM2A;0 aquotlmped&quot Opaque 12/312022 Ys yes Yee WA Com=Edge Fiberglas Double Door ash &quokNwl•Impsnd&quot SW&Ibo (InaMrg/OutaMng; OXXO Configuration) 17 q. Therms-Tru Fiber-Cl .sic and Smooth -Ste, Nominal O&M S &quat Non-Impadaquck Opaque 12/312= Yes Ys No WA CompoaU Edge Fiberglas Engle Door 0naW11gf0ateMna; Xconfiguration) is r, ThenmaTru fiber-Clasio end Smooth -Star Nominal 0&M..6 6watNon-ImPadaqum Opaque 12M12044 Yes Yss No WA Composite Edge Fibarglsa Single floor wi th adelae(s) (Ins, 119 ouaMrg; XO, OX or OXO Configurabone) 19 a. Thwma-Tru Fear-Clumic and Smooth -Star Nominal 6&M3P,8 &rquotNon-ImpsokquQk Opaque 1213120Y2 Ys Yes No WA CamPosaa Edge Fiberglas Double Door VAth of Mithout swiss (1raWrlgroutarng; XX or OXXO Conflgufations) 20 L The-Tru Fiber-Gaeeic and Smooth -Stair Nominal 8&W.0 &quoCNon-ImPad&quot Opaque 12/31 P2022 Yes Yea No WA Composite Edge Fiberglas Single Door limmeim /OulsWrp; X configuration) 21 u. Thee a-Tru Fiber -Classic and Smooth -Star Nominal S"M &qu t:Non-Impsc quot Opaque 121312D22 Vs Yes No NIA Composite Edge Fiberglass Single Door wRh 5delite(s) OnsWnyOubMng: XO, OX or OXO ooMbouratlonab 22 v.Themes -Tru Fiber-Oaw. and Smoolh•Ster Nominr SSSS9;O&,..tN- lmpad&quot Opaque t2/312= Ys Yee No WA Composite Edge Rbwgiss Double Door Will or without sidelitis Orlswbig/Ouawing; XXor CXXO configurations) 23 w ThernwTnl Fibw-Clasic and Smaobh-Star Nominal 68A1 A &quatNa1-Irtpadaquok Olaed 12131Y= Ys you No N/A Composite Edge Fiberglas Single Door (Insaing/Ouawig; X 0009uration) 24 x. Themes-Tru Fiber -Classed and SmadhSter Nominal Mil&%vothlorrirnpd6quot Glued 1213l= Ys Yea No WA eldalb(e) pIry ritwdarlg/O�uaW ng; XO, OX w OXO Configurations) 25 y. Theme-Tru Flber-Oaslo and Smooth -Star Nominal 6&M38;8&quativon-Impe d&qu0k Glazed 1213112= Yes Yet No WA Composite edge Fiberglas Double Door win or Wthout Skellts (IheMrWoubwing; XX or OXXO Configurations) 26 z. ThemnmJru Fleer.Gesalcand Smooth.Ster Nominal 6&939;0&quotNONImpsaKetuat Glared 12r31/2022 Yee Yes NO WA Composite Ed" Flbwglas Saps Door (Inmvdrigloutaviing; Xoordigurabon) 27 zo. Therme-Tru Fber-Clads and Smooth -Star Nominal 86030:0&quothlon. Impad&quok Glued 12131/2022 Yes Yee 14. N1A Composite Edge Fiberglas Single Door vAh Skirs(e) (I anirlgl0ulewtng; XO, OX d OXO aonfpurations) 28 A Therms-Tru Fiber -Classic and St ooth-Ster Handel 86030;0 &quotNw Impacdquot Gla od 12MIrO22 Yes Yes No WA Compoaae Cd,6 Fiberglas Double Door W t1 or vAtllout Swathes (IneMlgfOuasMng; XX or OXXO configurseans) Florida Department of Business & Professional Regulation Bulking Codes and Standards Product Approval Application Detail Peas 1 all 11S2021 Gat! Malay [ Ole pis D" paxe.0m pit mml is" lama[ Gmtsm eDaoaraLlaau lddas L Xdglsti serama EICAmmlat Aamema am RWsan 2020 MI Wndora and Doors 9Pgm.SnAnpef Luis Roberto Lomas Steven M L"ch, PE 10/0012020 IM1102020 10n902020 12115=20 Approved Consgay: Exterior Doaa u171360.3300 PE 22514 f71 T) 317-04d4 &OC I*pir. along Extend Data, Assemblies aslnmprygmnra.cem Camplienoa MW EveballonReport e0n1 a FladM RepRlared IVdlh.d or a U-sed Florida Professional Pndrimr FLOINVAllihadurds 4 Apwa-d1rUse AmoyiidfarUs Imaam Didion aAa2 haauatmodrMmhrorMrns plistrat D .raoam amraaon 00e IlLHVMZ out" HM alaanr bkfmin. 1 SERIES 420ALUMINUM 800 SERIES 420 ALUMINUM SOD OXO 120311207A No Yee No WA 146-&%4r ud00&qud: NOW R EINFORCED 2 &6R166420AIUllIllUIA SOD SERIES 420 ALUMINUM SOD OX XO,XX 20 123124 No Y. No WA 966qud;OUQnt NON -REINFORCED 3 9ERIe3420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXO 1Za12024 No Yee No WA 145.3/4&quaXalaqud: 4 95RIES 420.ALUMINUM SOD REINFORCED SERIES 420ALUMINUM SOD REINFORCED OX 1N112024 No Yes No WA XO, XX 966quotalm0ud; 5 SERIES 420ALUMINUM W.0 RONPORCFD SERIES 420 ALUMINUM SOD REINFORCED XXX 12,312024 No Ya He WA 1436eurXgeeeld: Florda Department of Business & Professional Regulation Building Codes and Stsnderds Product Approval Application DOW Cant a lu x men limim zwwbmm Contest &,MwAlarou RaNelon 21120 Weree.Geton,a dxwm ofOvrheed Door Dams K1rn1.1, Jam B. aids Cosporallon Mal 7934121 PE-51737 Caegay: rated. Dopy. dkVirdshaweynsdaft C 91AICde10ry: 60111101.1 6ftrar OarAIWMU" de Comediennes Method: ".anon Report "me FIe1186 Relsa,edArchb of ar a Loosed Floods i Professional Enigma alai name or n� product LmgO 3 60001610(y6200 W 10S US* Msa wkith, 146a39; Ma height. CMyng vallablein iRrivellotsection. Wft.114$M 10 6000/610(yU00 01123 Is&$* Ma 9, Glaarg swbaba In top orInlemudbte sedbn. it 600MID04200 W 124 10609: Max wldh. 146e0e Max hoot, Gluing "game In top or in someo lMe aedbn, Sags SI9a ximm momas 10L RMaam 2920 Canes Ddaon of AADG. Inc. Caegpry: Exterior Doors *000e01y: Exterior DoorcomponeMs Compliance 4WD* Crtlfkatlon Meet or Luting ".Am Medr. NxmhrrName e07. 707, 727 74 1 7. 767, 777, and elf t3ntil end Pats of Pert all Imml am 21111 l no validated Ow Yyidaa4 allaoatt! n C AMF*Vd Eog¢1ad am Jamey P. Aneeon. P.E. 1Nl2rAza 0912e1A2o 10rM020 12nsm20 Approved (904) 021.520-0 Amravedfer Use or" GaaraaLLllllmlmlt InHvHZ outside 4VNi EtNsmN L 12/312023 NO Yee Ya •31.001.35.00 12I31AM3 No Yes Yet .30.90A73.50 12g12023 No Yes Year <34.40A36.30 Florida Department of Business & Professional Regulation Bulking Codes and Standards Product Approval Application Detail antly a Go= LOOMMAIlmu Ton Rntry UL LLC fB1U 494.2813 Tan.ratieyegeaw.blay.aa mills. Gained, and Lawred single and pairs d 11e1100' davit dod9. )aaOY" Troy Bishop. P.E. 1854) $47.0110 ►age l r 1 1/d20J1 20 pia am lastridda at YYglm MOM= W.&&Meel 6gmum ima 12MOM20 120072020 1221MO20 Approved 9WmLAsllDsx! A 141lIat A=Owdfar Use Imam Dom G in MVMZ A tit tside K Assam P,- 17A12025 Y., Yea Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval App1ICNlon Detail Paw I d 2 IN.021 am 19M V pit pia Dal. Pendm Bla Sal yaflm Manufacturer 2mm Coal1sx31Wnu yakwng9t 2fllg1lm mesa id lecAmmal Aammud Juba ravlsbn 2D20 fill whdose and Odds Grant Orleans Anrisn Andllterdwal Stews' M. Union. PE 11/17/2020 WITI 720 iinfirm2o Approved ry: Cagpyllndowa ITIn3e6-3301i Menuf r:lvm bsadetbn Ir1h 317-0454 aubCatego7 aligla Huns bWnar®mad.mm Cenpllahea reeled: Catalonian Mark or lMtlnp Amreeed rue u.e A to" ROM i Rada1 Uod L M Mbwr Mona �.tfu Outside H" G p;m StWtiIY )j]liW(1 2 185 I 62x72 FInIFIengs Frome 10)93 9alple Hog I01062023 No Yet No .woo Laminated Glass N Cn L a) Q O0 C .� M -0 , ^Q I..^f_ ♦�/ O W 0^ O O o O ' W 3 U . Cn Q a Z Z W J 11 kT i� W - I O L- CL O L' U =3 no CL (1) -Omni 0 CV m Dean O IICU LLI a z rJ Z Q J a SHEET N0. PA 1.0. Florida Department of Business & Professional Regulation P.O.ar9 Building Codes and Standards 1282022 Product Approval Application Datall IW Eatity or 211a 2ift Dab Ptndhw 20 Lu YAIm mk g)lwm g= tAgwoLkuum immusdav JdlaiW &kill= FROAporewl AlaQMW%d AMU Revhlon 2021) Thrme•Tru Corporabon Saava.Jasperlon Lyndon F. Schhmicil; PE Rye J, King P.E. 11107I2021 09/162021 11V13P1021 12M W021 Approved Ctlporyl l5darbr Door ($DO) 843.7AW PE-43400 (013) 767-66% &*CalpOry: ea(rging Ecbrior Door Assemblies ejesporsonGthrmstru.00 Dom I MN11od: Evaluation hem pianos EYaka Rapwt a m Florida Registered r n F eta ed ArchiMot o a Licensed lorlda p Et+D Profeasbnsi Meer Data ode Bw a Product Illegal. Number or Name Product Oaacnaeon Occ raat� Expiration HVIQ PAtZhft Pressure 1 a Therm-Ttu FiberClmio and Smooth -Star Nominal S&W.3 tkluMNon-Imps0lAquot Opaque I V3112022 No Yes NO WA Composite Edge Fiberglass Single Dow (Insvar+g10utawlne: X oonnauraticn) 2 b. Therme•Tm Fiber•Cleaslo and Smooth -Star Nominal 61000A aquotNon-Impaolsquot Opaque 12/31/2l22 No Yes No WA Composite Eta. Fiberglass Single Dow with SldMll(e) (Inev4ndoutaw g; XO. OX w OXO oordlpunhons) 3 e.Theirms-Tod FbrClteloend Smoothalf NemMstS&M.,86quot;Non-Impssiaquet: Opaque 12131/2027 No Yea No WA Fiberglass Composite Edge Double Dow weh or wNhout SWelime QnwA glOuteMng; X)(or O)O(0 owftumtions) 4 d. Ther wTm Fibr•Cli ssb and Smoot-9ter Nominal 7&M.0 6quotNon-Imbad6quot Opaque 12131/2022 No Yes No WA Comport Edge Fiberglass Single Door (InswnyoutawlNp; X configuration) 6 a Theirme-Tod Flbar•Claeeb and SrloUh-Star Nominal T&MJD;O &gLKt:Non-IrryaaMquM Opaque 12J31/2= No Yes NO WA Composite Edge Fiberglas Sh91e'Dow with Sldelae(s) OnswanyOubaWng; XO. OX or OXO Configurations) 6 T Themr-Tru Rbr•ClosNc and Sant -Star NomMl SUM.08quotNor-Impseffiquot Opaque 120312022 No Yoe No N/A Composite Edge Fastigiate Single Dow 8mwtndOutewing; X configuration) 7 p. ThermwTfu Fibr•CWazb and Smooth -Star Normal t1AaF99;0 AciuokNon-hmpec0sQuot Opaque 125i/2= No Yee No NIA Composite, Edge Fibrplsa Single Door YM sidalhe(s) Onewbg/okywh4ng; XO, OX or OXO oonhguredona A;08quotNorrimppClaquot e h. Therms-Tru Fiber•Clsoic and SrnocO.Str hbntitsi 8 Opaque 12/31/2022 No Yes No MIA Composite Edge FYbret*aa Double Dow vAth or wehwA 81dtNlea (In9MInWOulrMng; XX of OXXO conegumuom) 9 L Thorms•TW Fiber-Cbatosued Smooth -Star NOmh al11sa30A&quotNon-Impaotliqubt Glazed 12191r2022 No Yoe No NIA Composite Roos Fiberglass Single Door OnswGrWOutip0na; X oonllawation) 10 J. Tharma-TW FW fZftrc and Smooth•8hr Nomhsl.6a939;a Aquot;Nor.•ImpgpEquot.Glazed 12/3112022 No Yes No NIA Composlle Edge Mbwglan 8k1gle Door+Mt Sklelea(p (InswrgKXftyAng; XO, OX a OXO cordigursbons) 11 k Theme-Tru Fber-Classic and emoolh•8far Nominal 5&09;84quotNnn-ImPwSquot Glazed 12/3112022 No Yes No NIA Composite Edge Fibrpl•w Double Door bet or Wenout SMslltte (InerringrOutgning; XXw OXXO Con6purattbnt} 12 L Tharrm•TW Fiber-CINMC end Sm00t11-S1ar NominN 7Aa5g;08quotNon•Impabtaquot; G)eisd 121S1I2022 No Yes No NIA Composite Edge Fiberglew Single Door 1s m. Tlwma.Tru FiMrLlassic end Smooth B&., Mammal dquotNutrarinsi o"mmpopodaqucb Glazed 12131 t= No Ys No NIA Composite Edge P6woaas Single Door uMh SYdNho(s) QesWrgK)uMwing; XO, OX or OXO configurigons) 14 n. Tharm0n; Flbr-Clusb And Smourt1•Rter Norehtal 81239:0 AquotNor-Imp&Mquet Glazed 12/3112022 No Yes No NIA COmposKa Edge Rbr'gltes 84121e Door (IraMndOulew4ry; X corelaurabon) 15 0, Thorta•Tru Fiber-Clessio sod Srrooth•9bar Nominal 8893Qo &quacNoMlmpsdfiquot Glazed 12131r2022 No Yes No NIA Composite E499 Fiberglass single Door aMh SNelns(s) (InswM(gowhy dnp: XO, OX a OXO almlgu stions) 16 p. Thrra•TW FIDr•CWak and Snnuoth•Slar Nominal 56039;0AquotNo ImPaetaquot Glazed 12131rAW No Yes No NIA Composite Edge Fiberglass Doubt* Door wain or v4toul ilidelihn OnaYinglouLiwMo; XX at Ow(D osnfloundons) 17 q. Therm►Tru Fiber-CWeeic and BirwCt•Star Nominal 88M39:8 AquotNon-Impa3,8quct Opaque 12131QM No Yes No WA Compoeas Edge Fiberglass Single Door Win Tramom (InsM a44 DIX corrigorstion) 1B r, Therma-Tru FlberC)apl and &moth -Star .?Cu Notn(raal Bta99; Aq8 uoCNrorrlmpAraquat Opaque 12131/2022 No Yes No NIA tbmpgMte Edge flbwglew 81nple Door with SId.INe(s) and Trenaom (InewinglOu4wbgi OJXO, O/OX or OIOXO wrdlguratlom) 19 s. Thermot•Tru Fber•Clwic and Smooth -Star Nominal 8A959;a9giJ0tNon-lm;gac Bquot Opaque 12131/2022 No Yee No WA Composite Edes F)berglaw Single Door whin ledWW*) (ImeM++gb+be`Mroti XO. OX or OXO Continuous Heed and Sill contlgw*Wm) 20 t. Thorme-Tru Sban.CJsarc end SmoolMSlr Nominal B&M.,0 equatNen-Irryad&quot Opaque 12131/2a22 No Yes No WA CompositeEdge FfbergWw Shpla Dow w4p1 ; SldNI(*)nswln Ou ymo XO W( a OXO ContipKa 0 a Din 21 u. Thema.TN Fibr•Classb and Smooth -Star NominpoU��e&q�INOfingaatbm) 1213 V2022 No Yes N0 WA Compcate P•dgs Flberalaw Shale Dow ur1101aza0 sycewwW OnwmngtouwWng; XO, Ox or oxo Continuous lived and Sill cwdiautato 22 v, Thema•Tru Fiber-Clawlo and Smooth -Sat NomimlgMP9B:O bpuotNan•IrtyaMaquot Glazed 12f3l/= No Yes No. WA Composite Edge Fiberglese Single Door wrh Slawks(s) Onsw rigroutsMng; XO, OX d OXO Continuous Head and 311 oonrlguratiom) 23 w. Thrra-Tru Flber•Clteb and alwoth-8Mr Nominal 6603sS dquatNon-Imradaquot Opaque 12131/2022 No Yw No WA Compositeeeiis Fiberglass Door Portals bet Vented Sldwwo 1146Y4ng00uleweap; XX XXX of X)VO( Cw,hgumtion) 24 x Th&mwTru Fiber-Classie act Smooth -Star NomimI 8803sO BquotNon-Irrpragyat Opaque /2/3lMM No Yes No WA Composite Edge Fiberglass Door Parole wNh Vented SldtiWS) QnwAngtodbwwg; )0( XXX w )00% ooMgura0on.) 26 y, Thames -TN Flaw-Cis We end Smooth -Star Nominal68030:8aquieNon•Inlpedaqubt Glazed 121311= No Yw No WA CompositelbON?orgleas OPenalty wit Vented g/Outewhg; XX M a)= oor(fpuralons) 20 aThema•Tru Fbw-Clusio and Smooth -Star Nominal 86010:08quotNon•InsRNtilquot'Glead 1213112022 No Yes NO WA Composite Edge Fiberglass Door Ps nor With Vented Sidrbs(s) OnawMgfOuYwhg; XX XXXor xx)m oordlgurpsons) 27 za. Therrml-Tru Fiber -Classic, enact Sn toad Smr NOmIne1 Oaam;6&quotNon dnlpstdaquotGlazed 121312022 No Yes NO WA Composite Edge Fiberglass Single Dow with 3Ae39,0 Sidelkv(sd OnawinglONavdng; XO. OX of OXO mnrature6ons) 28 zb. Th6nm-Tru Fiber-Omelo and 8rtmth51ter Nominal owm;,B aqus; Non•Impadaquot Glazed 12/31r= No Yes No WA Composite Edge Fiberglass Double Door Wait 3&M.I08idelfow OnsWrglOut taming; OXXO agrlfigurdon) 29 tt. Thama•Tru Fibr•Olaselo and 8mcoth-8tar Nominal S&M.0 AquotNon•Inpacill1 b Glazed 12/31/2022 No Yes No WA Composite Edge Fiberglass, single Door with 38A139;0 Siddb(y Onsw4nWvt@ irg; XO, OX or OXO oowonFFqquraBa6o 30 zd.TMrtm-Tru Fibtr•p•toic and Smoot3tar Nomhsi :OAquotNon-Impadaquot.Olfued Composite Edge Rbaglm Double Dow vita 12/512072 No Yee No NIA 3M U-0 SNaMw (IneWrOlOuleMng; OXXO conepurston) 31 ze Them)o.Tru FlberZM"Csnd Sinoot•Slmr Nominal 7a039;06quotNon-Impedtquak Shelter 124irA22 No Yee No NIA Sprits Composite Edpptt Olsied Fiborrpplasa Slnole Door with w vJthout 1A 4;2 91dNre(. ) 9rneing(Outewkg; X OX XO or OXXOO connguatons) Florida Department of Business and Professional Regulation Building Codes and Standards 3/15/2022 Product Approval Application Detail FLM6259-R31 Cale antly.4C l!Sffi no 2= pat! Status jj(25 Version Manufacturer 2ontmat EEnglnyr E Validated ev emitted Pending. ARDfoyad Approved Revision 2020 POLYGLASS USA Maury,Alpert, License John W. 10126/2020 1=212020 ffi2 12/15/2020 Category: Roofing S95d233133OSmalpertepolyglass.com Robed Nieminen Knezevich, PE dpp@.1tal Subcategory: PE,S9166 (954) 772.6224 11/01/2020 Undertayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional FLA62MMI Engineer Products NO Product Moral. Number orrn• larodewiiw9[lmlm owe 1 PolydamRoof Undallmoments Roollraung•dapments 104112022 No Yes WA eNw-t622.6 1 Polyglam, Root UndsMl"WAs (HVHZ) Payglass root under(aym nts forum In F8012.2311029 Yes No WA WA HVNrlurladbtlom, 2 P0104 s Roof UndaRayrnrds (non+1VFM Pobglaes roof undMaymrts, for use In 12/23l2G23 No Yes WA +WA/-832.5 FRO non-HVHZ )ddedkdone. 1 Polyglass Root Underleymerte(HVHZ) Pollyglass rod un0anayments for um In F13C 12r23J2023 Yes No WA WA (udedk6arr. 2 Polygiass Roof Undemaymants(non-HVK7) Poyglaas rod undMayments, for use In 12J2312023 No Yes WA -WA/-WJS FBC non-HVHZ )uds"om. 1 Polyplass Itoof Undedaymays; (HVNZ) Papglan rod undedatym ern for use In M127.32023 Yes No WA WA HVHZ juladiclars. 2 PatsyessRoof Undeft"e s(non-HVHZ) Poryglassroof undMaymsnts,far usah 1212St= No Yes WA 4WAf-Mb FOG mon+IVHZ jurisdictions. 1 Polyyass Rod (MderlaymMts (HVKZ) Poydags roof undedgymerAe for use In FB012232025 Yes No WA WA HVHZ jurisdiction. 2 Polyyass Roof Underltyraams (nm+IVHZ) Poyglass rod undedaymerts, for use In tw23h023 No Yes WA . WA/-022.6 FBC non-HVNZ jurediabora. Florida Department of Business IS Professional Regulation Building Coda and Standards Product Approval Application Detail P.01 d2 t04=1 wn MW - Drop m E=*AUMK Veltld" mw6m a21 ARMEmi Iwo Rome. 2020 MRd(Inc Eon Y0a10a0 ICC EVAIUasn Brulds. LLC ICC Wdusaa 61040e, Can 117021 00I1001021 01142rM21 Approved Calawyr. ah ed&.I Carbon Its t962) ag0•p63a U.C. tubcdeactr. Truss Rao esoultlenQml.Wm i205) 5w-0SDO CWVIIWKO Yanod: RMUP nRegal solea Pmduat EaknNah Duty Queen, Assistant Automated IaUse Awlrove fd ateur iaeast aerro aml gor,rYdd rawer m CoWdaz"longb in OM&Hum ambient passive 1 M1SAM6 18go, high -two Irma weeder Mate 12131n022 Yoe Yea NA WA 2 M168H8 18 go supr two Mren(th in"$ connector pigs 1 W 022 yes Yes NA WA 3 Mt is 109a We, connecter alai 121312022 Yet Yes NIA WA 4 MTIAHS 1t p, Mph strength hues aonnesar psi 12131IM22 Yes Yes NIA WA 6 MT2018 M ok high st"o tr tees owned& plate 12412022 Yes Yet NIA WA 8 TL1S. M71S 18 go. min conceder Pas" 12niMO22 Yes Yea NA WA 7 TL20. ANTM 20 ga rasa Whether peal 12212022 Yes Yes NIA WA Feria Deportment of Bwiness A Professional Regulation Peak aft Building Codes and Standards 10507pH Product Approval Application Deal[ spa salt or au am aubwlm aft plat )ftmon IAlmagluGL Caged JmamKAllfimss valmd By yggmg atdmm Pao AP•reaet Approved Ia9ta uMlmdkn 21>20 POTInEuores Jena Rwm.* Mer►C.d. WCO-Call Whmi-Dode SCCo-VAL I1N5M20 IVOW020 11111IN20 APPrarod CM.gory: lochs! (e41)46S-01110 (780) 315.2800 6ubCal.pary: eagle Hung IMOWWQrlanauaMeac Canplianos read: Candlemas Mein or Using an It" Prsd(wtModelwaterarams gwgbLArY[mra Acwaveawsu.a � Ratan Product aa9dffiYl hlllM2 48tltlellatL sulssd PlssYdo 2 6148600 (leg. Msai4 tnpedl Vhyr "I. Hunq 1Nlndaar 07/30n025 Yes Ye. Yes NIA Florida Daparlment of Business A Professional Regulation Building Codes and Standards Product Approval Application Detail F.r / a+ 1MM21 fire arlSWgt are are D"Zkgam no in Version tttoraeam Ctmtsd JlarmtaaLicense Wedged 0. Vdb&NA hilliallad PoeAwroW Approved Jim& AFlatndim 2p20 POT Industrial Jam RosowdJ Mam6-04de OCCO. CER M ft*Dad.WCO-VAL 11105f1020 1IWMA20 11141202o Appraa0 CMegay: Yandavrs. (9/7}488-0100 (746) 315.2590 SubC.tWgery. FKed IroeeweldQpptlasiMnss.c C.rtpAsnn Matsed: Cardfae0on Mark ahang am aakAMM=aa ARKMMLIKJhs aggommM" bud aloe 3211111 hculuct MedaL Hum" ar Yeas t lottl6R Jbdhims, W" now" Foareemne 5 PA111"O (Largo Meet. Imppo) MV FUd%Mndow 04402021 Yes Yea Yee NIA Florida Departmantof Business & Profiles anal Regulation papa, at Building Codes and Standards 14 021 Product Approval Application Detail Sate anemia[ tBtt are base PUNIM arts MIA )(seam MMM&W= Q" andsra r3arrs yam( ywiom &saw zaaaeRal* agmtd man Rewwan 202d MI Wndave sod Doors gramatrrpr Amendn AmSRgOural Steven M(Alch. PE lWarJo" 10MA2020 ta)8/40M APW*Ad catpory:"am iT17)3953300 Menulecelrre A.saewha (71T)31741454 "Calsery. HMiapal Oder bwhpetQmnmmm Ikn" MMC* Csralbeda Milk a Last Carp p .GesdinwAsmanews, A w rawelfa U" Anzmd for use p09to1 aedm sealsolos ar Name PtgoWL2§22mllap in K%rAZ amoidama B&99" J mom 1 N51a8 nos nct flames Promo 76N42 InWiated pass 02M62024 No. Yes No -0-56 Ro11da Department of Business & Profasslonal Regulation Bulking Codes and Standards Product Approval Application Detail rigs a91aYJl[ iYQt Vinton tiemA W- Cooled 9wal-heater, R.-A- 2020 MI Wlndowe end Doss Brand anenpe, W. R Loam., PE Napery, Window (717)395-331>o PE•025t4 "Calgelyr Waal bNitnpl�jmMd.can Colrpllonu Magnet 6vskAdn Report salt a' M.N. A.sidened Architect or a U-sed Florida Professional Entwer MA 5T& VedlatNumnum Mpulfan possiari 1M2021 am ads am.Barm are MINIM& Xddtd b&WW 1 Assaulted BOA elman M U1ah. PE 10r O= 101041 M 10020M 12M52020 App-dl (717) 3174464 aWbCAJv4l.gal amoomb au AMMVAALM JmvLt !halm gessukwuooLom in a dma.d)m: aubmi Ponta 12W204 No Yes Yes WA Florida Department of Business & Profeplonal RegiMon Fash i oat Florida Department of Business A Professional Regulation Poe. 2 d2 Building Codes and Standards 10 b21 Building Codes and Standards 10411=1 Product Approval Application Detail Product Approval Application Detail fit! Eaters[ aa! tame am-taarm are Sea t;elbL.9r as au aaLEtnama as lima Vrdm mmmoulm SrKIA Fednee.Ala_,_. M99mo m( MaNad MONAM F&CAmlTtvel Ammlmvea arlut M= Yadoll slithaWlm Cedar Bubmalimm mamraa.af. vilw d samad faLauumt ARXMM MINIM Rw(alon 2020 Jam" 1,4WIt. Building Products. Inc, Chad D"11 V. Mdr4W Tan John OWMAN, P.E. of1061M21 12/14M= OIJM021 be F50 Apo, Renlslon MM Abide Nick Thompson Lyndon F, ed,mk2, P F Ryan J. King, P.E. 02hs=21 02MUM21 02=021 003=21 ApprPwd cliepoty: Panel Www (90916464)160 PE61062 (152) 307-2526 cifta y: Pend Welts (330)022-23811 P6.43409 (613)7117A065 "Carpgry: Sang ch.dAlerckselshimllrd ItbCetepq. Shale mhanpaaQslaida.Pan Carpllnce Wtod: Evaluation Rupert tom a awn IIaKS Yethd: EvMuilion Report bon a Fladde ReyslredAfdhari or a Licensed Florida Florida Resirbnd Atd,Nsr a . U-sed Flad. PROssional rnpmr Prd.esb i4 Engines, CandirwAssurarift Aorovedfd uee Am"d for lfw ime OWE .. .. .. Oudkv A+eesrm AA N-d for Uses APatevd for Uses kma -g Able ILQ a allcmmo C901rtelr>' .loss InH)Mi I)Uw" lsmlt aemlad Pressure. ores" Pro" Model. NMrar or "am PFO" D."riwew Codrad hwrailon Odle In NVNf Duddck NVKZ Reatheart resew. 1 Cenpienk Lap Sluing Illy. r-aereM hp eking 12)312026 Yes Yes NIA WA 1 a squa2r64uot Sole Vent or add VW With 12/311Z023 No Yes No WA 2 Hrd.Plnk Lap acting abet-cernanl lap siding 12*120" Yes Yes N/A NIA 2 C baud;Alllanae r4aq"t some Vent or Solid VAM tiro I V312023 No Yes No WA 3 0. 8OUd:Gr4wbnr Vintage Smdsd&#X So11A Vent orldla Vinyl Brit 121312021 No Yes NO WA 4 d adld:O5A0uat Satf veal w Said VW gotta 1 N310023 No Yes No. NA 6 s. aqud:Charla OskAqud; Saint Veda Bald VW err 12/312023 He Ye. w WA 6 f. 8qud:aupr Bpnd.quo; seam Vent or Solid Va?Bala IV31n023 No Yes No WA Florida DapaltTrent of Business & ProfeWonal Regulation pap., ri Building Codes and Standards 104021 Product Approvill Appkxtlon Detail mm Vi Wm WaYmram 20= ladouEA-Yadra Vi&NA Yddrd mamtiM 122Aog eta, AD--W a" RauMa 2020 TAMKO guldloo Produces LLC Kenn EOan Rabat Nlemlmn John W. Knew,40, P6 tao4r= Wien= 10AW020 12AIUM70 Ap{vovsd catepary: Rodin i41n S24.8844 PC-noloe IVA)772-a224 StbCelgary: UndrinwAs ke d-WelQlam/to4an Copplknd "ad. Evokiwm Robert tom a FlCAde Registered ArchRad a a Untied Flomtla prd."i.nw angina Ilm! $4YlS.O arrlardaYttamgt Am9mtartgcLu arLitt BlsskjaglPYtm InJOm$ dmOutside19stYda 1 TAMKO Rod underlyt»M1r(HVHZ) Red unealolmsit. for use, in F IC HVHZ 0"12103 Yes Mo NM WA Iumedadwd. 2 TAMKO Rod Undsria}enow" lHON44VHZ) RdolJm%Aay 4Mt4Tau.4h FgCna+IVHZ 052064M No Yes NA WA )OOsdapas. Florida Department of Business & Professional Regulation P.p+ sr+ Building Coda and Standards 107=1 Product Approval Application Detail 29111 army of no a* areLnrl9 altos LM Vtnno t lmdm Ym rims kN or(aur+mt Xaami" Yaldrd armntd racm9ma( A Yapvea saes ReNsen 2020 Lamenoc Kamm Jassy Jest L Budanr. P.E. raven M. Ural. PE I lf=20 1123n020 1IM020 ding FBC Apra, Ceagarm Rod" (601)W4163 PE-31242 (7171317-8454 VAbCatpmn ROdin Aepessaies that we an pMl.yQlamnao.am IMeans HMI oath Roblin station Comm names Method: Erarstbn Repast from a Florida Registered Arelthedor eibensed Florida PrOa"laal 6nanw . QuiftAnwaKe Amlama6Jgtou AtanniniforM s19tiJ Daum Itml mYfitareatlrlop fMtMdANdOW029A 11112M a2(tsift Hy li saw" fta t Dick-Nr"DM aTR49rIN peck lOr DA•4 I- Prone, polypropylene Pledc. Rod venl iviolms No Yes No-97.0,97.5 MeannldNANodledto Plywood Deck. Florida Department of Business 3 Professional Regulation Fees 1 of 1 Building Codes and Standards 1202022 Product Approval Applicagon Detall 296 EntibLJu ➢AZ MIA you pw aim Rate IM Vmi*m Maauteatvrier C,9..Jat EaaMar 6lJeawe validated Rv yAJI(( Submitted MAeorowi AOOMwd to" Revision 2020 All Amedcan Shutters and 0Wss MkOBerbiod Frank L. 9enrardo, RE Troy shellac, P, e. 10=020 10116.@020 11AW2020 121t612l120 Apprwad CAL'ce rf Shuwrs (561) 712-ON PE-0040549 (954) 2474900 OubC~rV: Storm Panty mlkaoQallama lwalshune OOMONNO•aeWgd: Evdumaon Reponfroma moom istered Architect or a Lkred aeFlorida FlorNa Registered Rdwewial Engineer owl ftguatmodgNuetworhm 9a0L.Amure d Amrouodfar Lim Awigauggus Product Downfallen contract nomination Data In NVHZ outset HV(ti iftned PI at Daman Proasum 1 2499 GaNONM Steel Slam Panels 24gs GeMntred Sled Storm Penals 17JS112072 Yw Yw Yes WA Florida Department of Business A Professional Regulation Building Coda and Standards Product Approval Application Detail Pavel d1 0/14=1 sm t gabLor mu am tamrsaam err idea vewslo1 ttYamg9a= rioted bmbm a.Licem! Waldrad tar Vdlddo QORM paCAmmW App.11d Ilaaa Reh(Men 2020 WMdI"uw Rub eMdOn IOC E•vdusda Semite, LLC Inn Lelnr, P.E. 01922021 1am31J020 ONO3rM21 Approved caepay: ah.*Ww Commoner[. (753)924 47q (000) e39-321&e SuKCalwry: engineered Lumber Ratrrt9eldMnQaeyaM canks"4rK►MMwa; evWudlm Mmpat Ram. apr:mm Product cvelutaon Entry TiIlO�L'>itFllipalW AMallal%M Am ugmuLm Imerd Ream AMA BbAtdatlnlam Cm ImAat Ingwa 4ldaaJ1" ausad I9ntam 1 Mural"LVL Lemin.ld Vansar Luther a31312023 W Yes N/A WA 2 Prepay, Pill PeaNl*end Wmgr 031312023 No Yu N/A WA 3 111.0w5rnd LSL Larinrd Seen Wmbr 03131=23. No Yes NA WA ♦ TJ Film Board aiucrlal CoMpoote Lumber a Oriented atrald UY312023 No yes WA MA bond My" Board 5 WeyerhaeuserRM em oriented round Rare Rim fiewd 03131=31 No Yes MIA WA Florida Department of Business & Professional Regulation posel al Sliding Codes and Standards 14=1 Product Approval Application Dotell 2211111 Imb(Sx mm VYslan JYmbsalm Go" godouLa I m RMslan 2070 L.Y. Therpedl, Inc as Trompesn Ardhhaclursi Tay Christman Zachary R. PtlM MetM.CMpenyiTAMCO) 313)2414444 PI&74021 Crepes: Roving to ve., A.roolngmn "CrsWq: Wooing Accessories tat we on emagrM Part rthe Mooing system Compliance reeroh EwMaga Raga inn a FloWe R.yrered Architect a. Uanad Florid. Prohria,M Endner taml prmmai row. Runes r was p 1 TAMCO Flat Tap GBRldp Vast bet Safe ter no 26 gA. Moto rodfvaMlla with game 2 TAM0000woreakWro 26 pa. 3 TAMCO Off -Ridge Rod Vail vest ease 26 get. sad go rovaMlta wth Integrated tW% 4 TAMCO Round top01Ft M Ridge Vet Bete fer nor 26 ga stage roolvngkdor with base tat era OYSLn dm tia! Ndd dm& Vrtard mom= LWL& " AAZUW aim amen M Mal, PE osn7r1020 oQni 202o o022n020 12M5=20 Aprxoud (IM 31741454 9rtlahAdumpGe 90*KLCMUOWAD* Aaatmati[.grt In KVMi Amrtlartcrtlat aDilYa.lOQli t109aQ 6lraltm alY9¢ !Steal. O1NO9n029 Y" YM NM WA 06a9n028 No Yes NA +G-526 owma26 yes Yes NIA WA 06ma" Yes Yes NA WA Florida Department of Business & Professional Regulation r."I art Building Coda and Standards I(TIMI Product Approval Appacatlon Detail seta Havem- art are R#Lb m at I= Vtr w almftraus Sonla3 luau jllaott ydNeted Se adulated him" F1114Aammm W Approved Sala asset" 2020 Bast Roaalp Anderson ROOK NPMO un0am evaluation Gary W. WMkr ii/3 020 19=20 IIJ06 N20 Apwomd C4116 ray: Routine (801)3034M1 BaMcae LLC. (206) 854,0"0 snrC.ugc r. Reosnp Til" RobinAndeaonabersl.00 C"Danes Mold: EvMudRapti R lan an a m Product autlua0an Ent ly noon . r• , aWvy,Aeuraws Atwovedfartk6 AAa[mratarUse blttsJ grata s howe s-111, wasDarfur, � � tMIA i ta"jsay- nor a, Me. 8p1t atl gr+glldl t Prow • CD 12191All0 YSbttrYes W. Thatch &amp; mPsd 17 $"say $00 - ale. Shins amp: Bolt shake Rau Profile - Seekbn. CA 12/312020 No Yoe NA NIA 16 :Sawy800- 9Mle, shake Asmp; add 8heke Fiat PcAI.-Rlsk., CA 12/312020 No Yes MIA WA 10 6a.ay 700- Mok., adedunp; SON Shake Flat ProAls- Muekton, CA 12131=0 No Yee NIA MA 20 as.a21700- M.N., Meta b.mp; Spin Whom. Flat Pincus -Natc, CA imlirdo20 tab Y.e NIA WA 2r Tales septa l wmala6 Hall Rola NIA WA 25 mile Lora Prate - Katy. TX tN3l=o No Ye. NIA WA Floods Department of Business & Prof&salonal Regulation Peg. l rl Building Codes and Standards + 7202+ ProductApproval Application D4rall Sssk saVA(.m. .ilia ale t?atffilda4 .Oat 7tm Vaaop assiali im raaw 20031KAUMS Vd wm SfMWOI, sammaa FMCA-19 Assail( Ja" ReulMa 2020 Alpine rud Lewl. ICC Evalu.don Berube. LLC WIN- M. Rental. PE iMIrA20 101122020 11116rm 11m9m Apprwmd Cetapay: Shumrrel CamponaMs (321)710.3377 (407)6a1.1917 St4C~ny: Tru" Rates slasheaalpMerW.eam Catnpliree Yelhad: EYduesion Report tom a Product Murata [nsN outlay Assrarr► Tw Ues Awravedla Uee 20M 4mRPrpduK Modal, ILSWMrw Him Pril" Menm9a In HYRZ outdd6mvmaldtla8l 2mW(e 1 ITW 904AW" Highmr shenph IN &-now a) Metal Coaectw Plate 1 b3Um024 Yes Yes NA NA 2 ITW BCOJAWN Hhae Rate Metal Cofatrlar Pass 1213112024 Yes Yes NA NIA 3 ITW BCWAkAa TMIcK Metal Cat w w Pate I W31224 You, Yes NA NA 4 ITW gCGAlpm M. Metal C-44110r Plow 12731n024 Yes Yes NA N/A Florida Department of Business & Professional Regulation Bullring Codes and Standards Product Approval Application Detaa Pawl aft 90312021 rag orth ar 26 an an mvazwn Bmtia am 20" jornsaLlw Limt Validated Vellattd hiblead F�mmm ANNNW ME Atlnmetbn 20M Alpha/hurelum, hc. Jose an W IS R. LAIN$ raven M. Urn. PE IIAWM20 1411IM20 1117arlom ApproMd Category: P.na Wats (407) SOF2008 PS-82a14 i7t713114454 subcoteany:Sam alpaaulornunnPQ"no CenaNlwe Method: Evruatia Report tram Comet Florida RaghlewdArahhout or a IJansad Rar ds Prdf"slaal Engineer a1YQAWarrct AmrosedfaUu Approved for Uss laead Name, AMA aMOAMMOOSAMAKALMM Jsmidnkic am gmkm .bmaauaa. InMUNZ a)eral= low" Imi mt + Aphs NUWrum 6dki Same: Varted ANrnlSUm Soho Alpha AbmlmmealN Aara; VeMd Nunhum oyr:10 23 No Y" No NIA CMU &snap; Wood SORB! CMJ slurp; WWd Florida Department of Business is Professional Regulation Pop 1 ore Building Codas and Standards +aM2+ Product Approval Application Detail 126 lira not Pwalm ace mm Yal>daa M,,fWNlm gal& EmlmrtlJlssmlt YAaOMOM ZNM" &&a= fAaamovi AYa[afd Nita FtW. 2020 MI VAndaws sod odors standSNingr Affeaan AKresdunl Soren M Lnch. PI 1112201020 112212033 114=20 Appoad ea taw. vAndOem (117t3853200 Mesufiuturer. Atsaolasa (717)317`404 W1Cetpwy: FbNd beslhper4gmMa.oarn Carpllence llrhak CediBceSa lad w LieBrq ARKNO MXU Ammu3apu L t mm RAM araA tact Ka Yadr. danbet a rw r $fig rimagti6 am In HVM outside KVMZ Rfmitd i'.nrYdn 1 IM PW 73. 72 Insulated dose, 04NSQ023 Me Yes No -OW-80 Florida Department of Buahiess is Professional Regulation Pep., rl Building Codes and Standards 1g2021 Product Approval Application Detail MOLK am am gaLawn MINIM lam. Version Jl illimb (st Sill= abotl[AURM YalOrdmL YWWM aarltlp F&C AMMA Anofflyed Sim AmmMln 2p20 POT IndusMrs Jan. Rational Mam.fleoa I CCO• Call M1.0-060e 6=0 • VAL 11,052020 114052020 11M MA20 Approvd Celapow W n screw (941) 465.0100 (lap 316.2590 tuucalego.r. Mullins Inbw7Maporldusmea.c CanpBanes Method: CW"60. Mark a Lladng am ' g Aarerd lr uu AammaaJo<ial ergt6 aerate alert trrd al owddm 920mar.mluu2nan In gdddLt lmSi Meatiest rVf9 m 1 Musone for All Dom and mndws Aki imm Mullom 06/282026 Yes Yes Yes WA Florida Department of Bulslres9 is Professional Regulation Page 1 art Building Codes and Standards 101112W1 Product Approval Application Detail Go asom au am 2ALno= go I= Version sagidulWaC 9ado Owkw Lute molatLAt MOM MAM=9 11CAmanned Approved am= Revi$Wn 2029 GAP Mlaaa.l auto ROD." N.minan John W. metMdl. PE o91t62020 002112020 1000=20 121161W20 Appro ad Cetoeryr Ricans (000)7084"1 PE-591e8 (Me) 7724224 autiCakppry: Asensa Shlapm milw(Qgar.dom Conpllenu Method: EYMUMIan Report rpm e Fladi Reglsterodlvtlifted a a LKenesd Fiprde Prolonlaw Enanaa ,gI)yp.,Agp Awn.esd tar Use Awrpvd for UM NJ" ileum Ia9l CdttsLlrsidim0ae IuJllmli 9Jdraiamli $sslaed EmYe 1 WA"hattRaar8Mngi" Fbra.esletmaaed 34e11, IRMnkad. 5•11mbad 12111812022 No Yes NIA WA mpmcip e.Ph.h shingles Florida Department of Business & Proreselonal Reguletbn Peel rl Building Codes and Standards 11em21 Product Approval Application Detail ode low or age an tlJaebAds art TIM yam wnyftwrr. cooled bmi nwaueer. yg M" IN yN(Qjgg a(llaapd PSC Appeared ltaera"d awn Ravaierl 2020 Florida Mae PIdWd. too. Clark Jaes Jima L. Mackay, P.E.Q 814n•r M. Urkh. PE 0AW12020 092w202V 101042020 1211N1o20 Approved Calamity Rousing 1904) 783-WO CRUCK engineering (717) 317l454 aubCd.gor. RWing Accessories that m an dakQSamWaoln P&M242 Integral Par afthe Recent; system Campllamer 046dr Evaludla Report from POda RsglwrWArchmed Or a lleetestl Faada Proemial .. I lingnw smaxagemu Awrowa ter fw Atarovd the Use twol soft a �(�LIYp1l Am Millet }-RAMC aquocRV lO RIdq Venitaga Aqud; Nut W RWpm WAS fw pKMadrWa f4Mgrd 1213� Y lUA from o=, NumMum Florida Department of Business & Professional Regulation Poo.1 r I Building Codes and Standards i26rA22 Product Approval Application Detail b MIN verwan Meniur •9a11a Contact BlwimftiLicemu Valkid" By MWIM r ithala Revision 2020 010001 Proteetbn Products, U.C. Tim Root Wafter A. Tat Jr., P.E. John W. Knatevibh, PE 0W062020 961011421320 10101/1020 12MSM20 Approved Caftory: Shutters (664) e5P7846 PE-44107 (964) 772.0224 subCg"otry. skean Panels tim.robmwnegppem.com Compilentelleth :EvalUMbn Reporthorna Fbfida 1114gletered Archbeat ors Licensed Fbyda Professional Engineer It9.t; Praduet Modal. lumberer Name a VHZ osma f� From 1 20 Gape lolramised 9WI Storm Partin, r(Z Ob geNd Gakanaed %at Storm Panels rammed 12/312042 Yes Yee Yes N/A or not by bade to provide hurricanes p - I - 'on. 2 24 Opa Galvanized Sol Storm PanWwNHVHZ Corugased Gsksnimcl pawl Stan Panels raWnad 12/312022 No Yes Yes NIA or not by books to provide hurnam protection. Florida Department of Business A Professional Regulation Papal at Building Coda and Standards lR/m21 Product Approval Application Detail Got Now gr au au DM imam late am )attain JunamlruttL fd" fal mmLLUMM Ydkumg mL YNUa somata PWAoomral dgltat d a" R.vieian 2020 commercial concrete Prdudalnd. Rupert 010 Samuel A Gra411bsrg Jan Ho/ IZ11I o20 12AW020 12aW2020 area FOG APpn COOOW. 4alaltwsi Compasnn (813)65"707 PLLS4246 (357) SM-0311 9uluCmlgmly: Producs loloOuWd at a Result *1 pnoaagelar®}ehoo.arr, Mw Toar wow gnu Method: ltfai FloAosR Island NahlleelaaU wnsed Plodds Professional Englnw I Ouaay Pncw w Cemnadd Concrete Produdm Piously and Prestressed Concrete Untel. 06126=4 No Y40 MIA WA May 27, 2022 N N O O O CL Q O O t..., >` . 7m CU U -be- cos O M U O V/ 0 ,noon C 0 O O O LL •+_ O cu cu .� E ^2 i.i F- -0 0 . //� //�� V J a- Z Z W J N 'o e W �. /� V 7 Co O W CM to YC O .� CA CV Z lid Q -- Y 3 aJ IL L+ N C r.«3" 4 ass v u�ar C G d Q E 0 r,5 s.. O w E Z cu cu > CL O ^ >V.. L Q � U O L V/ V m � Q O L W� W z J Z Q J d SHEET NO. PA 1 1 a Simpson Strong -Tie 2020 FBC Approved Products Updated IZrQ/1020 Fa erect Inks tb all SOT approvals Isted below, CLICK HER For eddtlenal lnfom tlon regerdnng FIWW$ Statewide ProductApproval SAWom and Mae-Osds County Notice of Acceptance (NCA). LUCK HERE. FL#2S66.R7 Product Modal. Numbaror Name Product Descdption 1 Titan Stainless Steel Concrete & Masonry Screw (TTNSS) 1/4" diameter Then stainless steel masonry screw FL110866-Ra Sea i Product Model. Number or Name 1 SDIO112DBB Outdoor Accents ConnectorScrew 2 SD9112, SD9212, $010112, SDI 0212 Strong -Drive SD Connector Screw 3 SD91126S, SDO212SS Strong -Drive SD Connector $S Screw 4 SDCF22434, SMF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber.CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SOCP22814, SDCP227D0, SDCP22858, SDCP22912, Strong -Dr" SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614. SDHR314OO, SDHR31014 Strong -Drive SDHR Combo -Head Screw 7 SD825112 SD825134, SDS2620Q SDS25212, SDS2WOO, SDS26312, SOS25412. Strong -Drive SDS Heavy -Duty Connector Screw SOS25500, SDS25ta00, SOS258M 8 SDS25112SS, SDS25200SS, SOS252128S, SDS253OOSS, SOS26312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2718, SOWF2720, SDWF2724, SOWF2726, SOWF27W Strong -Drive SDWF Floonto-Floor Screw FLVIN07-NO Product Model. Number or Name Product Description 1 ATR3/8, ATRt/Z ATR5/8, ATR314 Threaded Rods 2 ATUDB, ATUDO-2, ATUDO, ATUD9.2, ATUD9-3, ATUD14. ATUD14.2 Aluminum Take -Up Device 3 SPVS-2, BP112, 13131/2-3, BP618.2, BP518.3, BP3/4, SM4.3, BPRTU03.4 Bearing Plates 4 CNW318, CNW112_ CNW5/8, CNWW4, CNW5/8-V2, CNW3/4-&8 Coupler Nuts 5 CTUD55, CTUD65, CTUDW. CTUD75, CTUD7e, CTUD77, CTUD87, CTUDOB, CTUD97, Coupling Take -Up Dwia CTUD98, CTUD99 6 N3, N4, N5, NO Heavy Hex Nuts 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTU05, RTUDB, RTUD7, RTUO8 Ratcheting Take -Up Device 8 TUDO, TUD10 Take -Up Device e TUW38 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Tiedown System 11 URS4 1/2" Uplift Rod Run Tledown System 12 URS5 5/8" Uplift Rod Run Tiedown System 13 URSB 3/4" Uplift Rod Run Tiedown System FL00441-1116 aglga Product Modal. Number or Norma Pmduct Description 1 DTT2 Hold-down 2 HDC10/4, HOC10122 Hold-down 3 HDQ8, HH0011, HHDO14 Hold-down 4 HDU2. HDU4, HDU5, HDUS, HOWL, HOU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHD8, LSTHDSRJ Strapstyle hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA2e. PA35, PA51, PA68 Seep style purlin anchor 10 PAI18, PAI23, PA128, PA135 Strap -style purlin anchor 11 STHD10, STHD1 ORJ Strap -style hold-down 12 STHD14, STHD14RJ Strop style hold-down ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30=0 Fix erect Inks to all SST approvals failed below, CLICK HERE For addtiaral information regarding Florida's Statewide ProductApproval System and Mani -Dade County Notice of Acceptsnce INCA), Cr rr.K ". 21 LB series hangers Top flange hangars available in width of 1-9116' and heights ranging from 6-38" to 15418". 22 LBAZ aortas hangers Top flange hangers available )n width of 1.9116' and heights ranging from 93/1 G' tb 13-1/8". 23 LEG3, LEG5, LEG7 series hangers Top tongs hangers available in widths ranging from 3-14' to & 718" and heights ranging from 9" to 33-tr7'. 24 M G5, MEG7 series hangers Top flange hangers available in widths ranging from 5.114" to & 718" and heights ranging from 9" to 32-112". 25 MIT series hangers Top flange hangers available in wIdthe ranging from 1-9116'to 5- 1/8" and heights ranging from 9.1I4" to 24". 26 PF, PFB, PFDS, PFDSB series hangers Top flange hangers available in width of 1-8116' and heights ranging from 3.V8" to 7-118". 27 RR Ridge rasher connector 28 WP series hangers Top flange hangers available in Wdthe ranging from 1.9116" to 7- 1/8" and heights ranging 9.1/4'to 32". FUMOB6(l-R8 MIA Product Model.NumherorNorma 1 ASA44, ABA44R, ASA46, ASA48R, ABA08, ABABBR 2 ABU44, ABU44R, ASU46, ABU40R. ASU55. ABU54 ABU65, ABU88. ABU66R, ABU88, ABU88R, ASU1010, ABU1D10R, ABU1212, ABU1212R 3 ABW44Z, ABW44RZ, ABW48Z, ABW46RZ, ABW68Z, ABW66RZ, ABW7.7 4 AC4, AC4R, ACE4, ACB, ACBR, ACE@ 6 BC4, BC46, BC4R, BCB, BOOK BC8, BCS2.2/4, BCS2-316 6 C844, CB48, C648, ONO, CBBS 7 CBSQ44-SDS2, CBSQ4&SDS2, CBWOO-SDS2, CBS088-SD52, CBS088-SDS2 8 CC, ECC, ECCU Series 9 =415S2.5, ECOQ-SDS2.5 Sarkis ID CPT44Z,CPTe6Z,CPT88Z 11 EPB44A, EP844, EPB46, EPB66 12 EPS4Z 13 LCB44,LCBW 14 LPC4Z,LPCSZ 15 MPB44Z, MP888Z, MP888Z 18 PB44, PS44R, PB46, P886, PBBBR 1T PSS44A,PBS48.PBSW 18 PSV6,PSV10 19 PC44-18, PC4S-18, PC48.18, PC64-16, PCO&16, EPC44-16, EPC48-16, EPC48.1S, EPC64-10, EPC88AS 20 PC4Z, PC4R7, POW, PCSRZ, PCBZ, PCSRZ, EPC4Z, EPC4RZ, EPC5Z, EPCBRZ, EPCBZ EPCBRZ 21 PPB44-4Z, PPB4"Z 22 RPBZ FLNIOWS-R5 11111111.9 Product Modal. Numbaror Norma 1 FJA, FSA 2 FRFP 3 01-10 . GH46-8, 01-148-6, GH464L GH410-0. GH410-8, GH86-6, GHB&8, GH68-e, GH88- 8, GH610.6, GH810.8 4 GLB5A, GLS5B, GLB5C, GLB6D, GL87A, GLBTB, GLBTC, GL87D 5 GLST512, GBLT9I2, GLBT518, GBL7816, GLBT520, GBLTS20 e HGLBA, HGLBS, HGLBC, HGLBO 7 HGT-2, HGT-3, HGT-4 8 UFPIOSDS3 9 URFP Emumanmdgm Adjustable Post Base Adjustable Post Baas Adjustable Poet Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bored column caps with W1 ranging from 3.114" to OA/2" and W2 ranging from 35/8" to 7.1/2" Screwed column caps with Will ranging from 3.1/4" to 9.1/2" and W2 ranging from 3.&8" to 7.112" Concealed Post Tie Base Embedded Post Bass Embedded Poet Base Embedded Column Bass Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Relrorrt Foundation Plate Girder Hamper Glulam Bearing Plats Glukam Bearing Place Heavy Glulam Bearing Plate Heavy Girder Tedown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strang -Tie 2020 FBC Approved Products For direct Inks to 9188T approvals Noted below, CLICK HER E For additional information regarding Florlde s 81tlowide Product Approval System and Msni-Dade County U p /sorm2 dated 12 0 Norte or Acceptance INOA). CucK HeRe. Fb.M10446-R6 egg" Product Modal. Number or Noma Product Description 1 A21, A23, A33, A34, AX A44 Angles 2 APA21, APA4, APAB, APVA21, APVA4, APVA8 Outdoor Accents Angles 3 APS44, APB44R, APV868, APBOOR, APB88, APB58R, AP81010, AP8101OR, APVG44, Outdoor Accents Post Beam APVB44R.APVB68:APVBWR,APVBW,APVB88R,APV01010,APJB1010R 4 APDJT24, APDJT2R4, APDJT2-8, APDJT2R-8, AFrVDJT2-4, APVDJT2R4, APVDJT2.6, Outdoor Accents Deck Joist Ties APVDJT2R-8 6 APHH4e, APHH46R, APHHe10, APHHe1OR Outdoor Accents Heavy Hanger 6 APL4, APL8, APT4, APTB, APVL4, APVLB, APVT4, APVT6 Outdoor Accents L and T Beam-to-Colurm Ties 7 APLH24, APLH24R; APLH26, APLH2eR, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z; CBT4Z Concealed Beam Ties 10 CJT3Z. CJT4Z. CJT5Z, CJT8Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry wall Stop 13 FC4. FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1, GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A.2, HIOS, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Conces laid Joist Tie 18 HH4, HH6 Header Hangers 19 KB81Z Knee-BisceStabilzer 2D LBO, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30,L850,LSTO,LS80 Skewable Angles 23 L.SCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ28RZ, LSS12812, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 25 LSSR1Al, LSSR2.1, LSSR2.37, LSSR2.W, LSSR210-2, LSSR410 Field Adjustable Siopeable/Skevwble Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML.242, ML25Z, ML28Z. ML21OZ Angles 2S MMH8 Roof Tio-Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Rod Boundary Clips 32 RST-3 Roof Tie -Doom 33 RTC22Z, RTC42, RT02Z, RTC44 Rigid Tie Connectors 34 STC, STCT, OTC, HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 38 Z2, Z4, Z44 Panel Stiffener Clips 6910447-R8 U,a # Product Model. Nuts bar or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3, DSC6RSDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2.2, HHRC42, HHRC42-2; HHRC411.81, HHRC44, HHRC5.2513.25, HHRC5.3713,12, HHRC86 8 HRC1.81, HRO22 7 LRU26, LRU28, LRU210, LRU212 8 LSU28,LSSU28,LSBU210 9 TBE4,TBE6 10 TC24, TC26. TC28 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA428­2 12 THAI1.81/22, THAl2D8/22, THAI2,1122, THA1222, THAI322, THAI3522, THAI422 13 THAL422, THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4SOS3, THJM2.5-SDS3, THJU28, THJU26-W 16 TSBR2.24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 MMFor direct Inks to all 88T approvals listed below, CLICK HERE For additional Information regarding Filial 8tatewide Product Approval System and MarN-Osde County Noble of Acceptance (NON. CLICK HERE. dght Modal. Number or Norma )�gugj i dptlon 1 ST, BTB, BTH Brick Ties 2 CMST12, CMST14, CMSTCI6 Coiled Straps 3 CS14, CS10. CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS213 Compression.Tenslon Strap 8 DSP, SSP, TSP Stud to Plate tie 7 H1, H10A, H2.5A, H3, H6, H7Z, H16, H18S, H1&2, H16.2S Hurricane Ties 8 HOT-2,HGT-3,HGT-4 Heavy GirderTredcwn 9 HS24 Hurricane Tie 10 HSS2-SDS1.5, HSS24-SDS3, HSS2-3-SDS3; HSS4SDS3 Heavy Stud Shoe 11 HST2, HST3, HST5, HSTB Straight Straps 12 HTSI6, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twat Strap 13 HTSQI8KTZ, HTS020KTZ Heavy Twwt Strap 14 LFTA Light Floor To Anchor 15 LSTA9, LSTA12, LSTA16, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 10 LSTI49, LSTI73 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTSIe, LTS18, 1_TS2O Light Twist Strap 19 MGT Medium Girder Tledown 20 MST27, MST37, MST48, MSTW, MST72 Straight Straps 21 MSTAO, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC4683, MSTC88M Pre -Bent Straps 24 MSTI28, MSTI36, MSTI48, MSTIW, MSTI72 Straight Straps 25 MT812, MTS18, MP518, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 28 NCA2k10-12, NCA202-12, NCA2x8.18, NCA2xIO-Ie, NCA2x12-18 Bridging 27 RCW1312, RCW014 Wall Bracing 28 RPS1 B, RPS22, RPS28 Repair PleN Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP41 SP6, SP8 Stud Plate To 31 SPH4, SPHe, SP118 Heavy Stud Plate Tie 32 SS1.5, SS2.5, S83, SS4.5 Stud Shoe 33 ST9, ST12, 151`18, ST22, ST292, ST2122, ST2115, ST2215, STS215, ST8224, ST623C Straight Straps 34 TB20, T827, T830; TB38, T842, T848, T854, T856, TBBO Tension Bridging 35 TWB10, TWBIZ TWB14 Wall Bracing 38 VGT, VGTR, VGTL Venable Pitch Girder Tiedown 37 WS108, WB108C, W8128, W9126C, WS143C Wall Bracing Product Dascription 1 CBH2.374.5, C811­12.37x7.83, CBH2.374.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63-SDS, HGU5.25SDS HGU5,50SDS, HGU5.62SDS, HGU7.00-SDS, HGUT25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU550-SDS, HHGU5.B2-SDS, HHGUTOO.WS, HHGU7.25-SDS, Light Siopeable/Skewable U Hanger HHGUO.00SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUS7.2&10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Jo nts Skewed Truss Hanger Multiple Trues Hangers 8 HTU2e, HTU28, HTLWO, HTU28-2, HTU28-2 HTU210.2 Multiple Truss Hangers 9 HU. HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCQ1.81/9SOS, HUCQ1.81/11SD9, HUCQ210.2SDS, HUCO210-3SDS, HUCQ310- SDS, HU00410-SDS, HUC0412-SDS, HUC06.2519-SDS, HU00525/11-SDS, HUCQ610- SDS, HUCQ612•SDS ® Simpson Strong -Tie 2020 FBC Approved Products Updated IZaW2020 For direct Inks to of SOT approvals load below, CLICK HERE Fa additional information regardrhp Flo dais Statewide Product Approval System and Mani -Dade County Notice c(Avrrmptance MCA), r r WJLd=. FL211488-R5 Ji Product Modal. Number or Name Product Description 1 HHUS210-3, HHUSZO.4 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HUCO210.2-SDS, HUCO210-3-SDS, HUCQ310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THOSH3, THGBH4 Joist Hanger 5 THGQ2SD93, TH003.SDS4.5, THGO142SDS3, THGQH3-SDS4.5, THGQH"DS8 Joist Hanger 6 THGW3.3, THGW3-4, THGW4-3, THGW4.4 Joist Hanger FJ11473-R5 AMI Product Model, Number or Name ProductDescrictlon 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H16, HISS, H10-2. H18.2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor 6 HGAM10, HMO Masonry retrofit connectors 7 HHETAI6, HHETA20; HHETA24, HHErA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3.SDS2.5, LGT4SDS3 GirderTledown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, MEfA20, META24, META4C Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, M9TCM80 Strap Tle for Ma onry 12 MTSM1e, MTSM20, HTSMI B, HTSM20 Twist Strap for Masonry FL#1t4O6-RS Aal Product Modal. Number or Norma Product Description 1 OTT1 Z Deck Tension Tie 2 H012, HDI9 Bolted Holdowne 3 H03B, HD5B, HD78, HDgB BGRed Holdowns 4 HTT4, HTTS, HTTS-3/4 Tension Ties 5 LTT18, LTT206, LTT131 Light Tension Ties FL#13120-M JW Product Model. Number or Name Product Description 1 SBSBx24, SB718x24, SB1 x30 SB Anchor Bois 2 SSTB16, SSTB20, SSTB24, SSTS28, SST834, SSTB36, SSTBI OL, SST820L, SSTB24L, SSTS Anchor Bolts SSTB28L FL#13672-R4 A2LS_ Product Modal. Number or Name, 1 CMST12, CMST14, CMSTCI6, CS14, C816, CS18, CS20, CS22 2 HR56, HRSS. HRS12, FHA6, FHA2, FHAl2,FHAIB; FHA24, FHA30, MSTI28, M8Trd8, MSTI48, MST180, MSTI72, S/MST27, S/MST37, SIMST48 3 HTS18, HTS20, HTS24, HTS28, HTS30, HTSWC LSTA30 L A 14 73 MSTA9 MSTA12 MSTA1 MSTA18 MSTA21 MSTA24 4 9T 9S, LSr 9, LBTI 6, , 6 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122. S1­2115, ST2215 8 LSUBH3.25, SUSH325, MSUBH3.25 7 LTP5 8 LTS12, LTS18, LTS18, LTS20 9 MSTA30, MSTA36, ST8215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MST", MSTC52 10 MST088, MSTC78, ST8238 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, MTS30C 12 S181,58, SIBI.81, S.W.06, S82.37, SIB2.58, S182.88, S/B3.12, SA33.56, SIB3.62, WB4.06, S434,12, SIB4.28, S/84.76, S185.50 13 SMA2.12/8, S/BA2.12/10, SMA2.12112. S/BA2.12/14, SJBA4.1M. S/BA4.18/10. &BA4.IOM2, SIBA4.18114 14 SM1A 15 S1HD8S, SMD8B, S44D10S, SM01013, SIHDI5S, SMD158 16 SIHDU4, WHDU8, SMDU9, SIHDUI1 17 SIJCT, S41JCT Product Description Coded Straps Straps 97 mil (12 go) Heavy Twist Straps Straps 43 mil (18 go) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Slaps 54 mil (16 go) Steps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangars Hurricane Tis Hotdowna Hokdowns Joist Hangars Produat Description Concealed hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers avaiable, in widths ranging from 1406' to 3-9/18" and heights ranging from 9-1/8" to 23.15/18". Face -mount hangers Fees -mount hangers available in widths ranging from I-&8" to 7- 318" and heights ranging from 5-6116" to 12.7/8". Face -mount hangers Fac&nrounthangers Skewed face -mount hangers available In widths ranging from 3- 118" to 5-1/8" and heights ranging from 4-&4'" to 15.314''. Concealed flange version (HSURC, HSULC) available for ail double 2X and 4X models; only acute flange 4 concealed. Face -mount hangers Face -mount hangers available in widths ranging from I-9116'to 7- 1/2" and heights ranging from 2.7/8" 1019.114". Concealed flange version (HUC) available for all models having width equal to or greater than 2• /10". Fammount hangers ® Simpson Strong -Tie 2020 FBC Approved Products Updated 1213W202D For direct Inks to all SOT approvals Isted below, CLICK HERE For additional information regarding Florida's Statewide Product Approval 8ys16m and Mami-Dade County Notice of Acceptance (NOA), cr rrhr HERE, 18 S4.BV1.58, SiLBV1.81, S1LBV2.08, S/LBV2.37, SILBV2.56, S/LBV2.ea, S/LBY3.12, Top Flange Joist Hangers S4.BV3.58, S/LBV3.62, S/LBV4.08, S/LBV4.12, S/LBV4.28, SA.BV4.76, SILBV6.50 18 511.720, WDTT2Z, SAIF14, HTT4, HTT5 Holdovms 20 SIMSTBO, SIMST72 Straps 118 mil (10 go) 21 SP4, SP8 Stud Plate Tiee 22 SSP, OSP, TSP Stud Plate Ties 23 STC, OTC Truss Clip 24 TBD22 Truss Brace Diagonal 26 TJC37 Truss Jack Connector FLOIN04-RS jgj Product Model. Numbar or Nam* 1 CCQM3.82-SDSHDG, GOOM4.e2-SDSHDO, CCQM5.50-SDSHDG, CCTQM3.62-SDS(3, CCTQM4.82-SOSG, CCTOMS.50-SDSG, CCCQM3.82-SDSG, COCQM4.62-SDSG, CCCQM5.50SDSG 2 ECCLOM3.62G-KT, ECCLOM4.62G-KT, ECCLQM5.5OG-KT, ECCLLOMD3.62G-KT, ECCLLQMD4.62G-KT_ ECCLLOM06.60G-KT, ECCLRQMD3.62G-KT, ECCLROMD4.820- Kr, ECCLRQMD5.500-KT 3 HGUM5.25, HGUMS.50, HGUMTOO, HGUMT25, HGUM9.00 4 LGUM28.2, LGUM26.3, LGUM284, LGUM28.2. LGUM28.3, LGUM28.4, LGUM210.2, LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 5 MBHA3.12/9.25, MSHA3.12111.25. MBHA3.5W.25, MBHA3.5819.25, MSHA3,58111.25, MBHA3.66111.88, MBHA3.56114, MBHA3.WAS, Ml3HA3.5SM8, MBHA5.5Of7.25, MBHA5.5018.25, MBHA5.501r'11.25, M13HAS-W11.58, MBHA5.50/14, MSHA55W16, MSHA5.50/18 6 MBHU3.68/9.25, MSHU3,56111,25, MSHU3.5&11.85, MSHU3.5&14, MSHU3.56/16, MBHU3.66/1B, MBHU5.5019,25, MSHU6.6&11.25, MBHU6.50M1.88, MBHU5.5OM4, MBHU5.50/18, MBHU5.50i18 FLA"3976-RO Product Model. Nu in bar or Name 1 SOW223M, SDW22338, SOW22438,.SDW22468, SOW22600, SOW22600, SOW22638, SDVM834 2 SDWCIS4W, SDWC15OW 3 SOWHIWOODS, SDWH18400DS, SDWH19800DB, SDWH1980ODB, SDWHID1000DS 4 SDWH27400G, SOWH27WOG, SDWH278000, SDWH2710ODG, SDWH2712000 5 SDWS16212, SDWS163DQ SDWS16312, SDWS16400 8 SDWS19800, SOWS1971Z SDWS22400,SDW322500.SDWS22512, SDWS22000: SDW322800, SDW522900, SDM221ODD, SDWS221100, SDWS221200, SDWS221500 7 SOWS223OODB, SDWS224OODS, SOWS22WODe, SDWS'22eOODB, SOWS2280008, SDWS22100OD8 8 SDWS2231208B, SOWS22512OBB 9 SDWS27300SS, SDWS274ODSS, SDW827500SS, SDWS278ODSS, SDWS278OOSS. SDWS27100DSS, SE)WS27120058 1D SDVW13400 I STN22 Masonry Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Descde ft Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER -HEX Screw Strong -Drive SDWH TIMBER -HEX H DG Screw Strang -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Stew (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FLM11363-1113 a41l9 Product Modal. Number or Name Product Dasdrlptlon 1 AS 18, AS 18K AS I OS8 16 ga. Truss Plates 2 AS 2DHS 2D ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector FL#15730-R4 See.# Product Model. Number or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-76, GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, POPA-MG, POPAT, PDPAT-K, PILAW, PINWR PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12r302020 For direct Inks to all SOT approvals listed below, CLICK HBiRE For additional Information regarding Fborlde s 8tal"Me Product Approval System and M 143ade County Notice of Acceptance (NOA), f t gas tigng. 11 HUS, HUSC series hangers Face -mount hangers available In wid8ta ranging from 1.5181to 3. W16" and heights ranging from 4-&16'to 11", Concealed flange version (H USC) available for models having width equal to or greater then 3.9116". 12 [US series hangers Face -mount hangers available In widths ranging from 1.718" to 3- 5/8" and heights ranging from 9-11*'to 16". 13 LGU3.25-SDS, LGU3.83SOS, LGU5.25SDS Face -mount hangers 14 LU24, LU2% LU28, LU210 Faoe-mount hangers 15 LUC28Z, LUC2102 Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths rangingfrom 1.9116'to 4 Sr8" and heights ranging from 3" to I0.15/1e" 17 MGU3,63-80S, MGU5.25-808, MGU5.50-SDS, MGU6.62-SDS, MGU7.00-SDS Faoe-mount hangers 18 MIU series hangers Foos -mount hangers available in widths ranging from 1-0116"to 5- 1/8" and heights tinging from 6-15116" to 19.1rZ'. 19 MUS28, MUS28 Foos -mount hangers 20 SUR, SUL. SURC, SULC sense hangers Skewed face -mourn hangers available in widths ranging from 1- 9/18" to 34/18" and heights ranging from 3-1 It 8" t113314". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange Is concealsd. 21 U series hangers Feoe-mount hangers available In widths ranging from 1.9118" to Wand heights ranging from 2.5W to 11.1/4" FL*I0887-R6 JQMAProduct Model. Number or Name Product Description 1 BA series hangers Top flange hangers available in widths ranging from 1-9118" to 7- 1/8" and heights ranging from 7-1/W to W'. 2 DGBF series hangers Top hangs, hangers available in widths ranging from 3.&W to 7- 1/3" and heights ranging from 9.114" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-1 Z to 3- &8" and heights ranging from 7-114" to 24". 4 DGHF sanes hangers Top flange hangers available in wldfha ranging from 1-3/4" to 3- SM" and heights ranging from 9-1/4" to 24". 5 E05, EG7, EGO series hangers Top flange hangars available in widtho ranging from 6-114" to 6- 713" and heights ranging from 11" to 32-1/7. 6 EGO series hangers Top flange hangers available In widths rangng from 3-&8" to 7- 1/4" and heights ranging from 11-114" to 37'. 7 GLS series hangers Saddle hangers evadable in widths ranging from 3-1 /4" to &718" and heights ranging from 8-1/2" to 28". 8 GLTV series hangers Top flange hangers available In widths ranging from 3-114" to 7- I/8" and heights ranging from 11"o 32', 9 HD series hangers Top flange hangers available in widths ranging from I -W18" to 7- 1/2" and heights ranging from 8" to 30'. 10 HGLS aeries hangers Saddle hangers available in widths ranging from 6-114" to 8-78" and heights ranging from 10-1 IT to 28". 11 HGLT series hangers Top flange hangers available In Writhe ranging from 3.114" to 5- 7/8" and heights ranging from 7-117'to 37'. 12 HGLTV series hangers Tap flange hangers available in widths ranging from 3-1 IV to 7- 1/8" and heights ranging from 14" to 33. 13 HIT series hangers Top flange hangers available in widths ranging from 25/ler'to 3- 9/18" and heights ranging from 18" to 26'. 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8"to 3-9l18"and heights ranging from5.3/8" to 13.1/8". 15 HUTF; HUCTF series hangers Top flange hangers available in widths ranging from 1-9/18" to 5- 1/2" and heights ranging from 3-7/16'to 15". Concealed flange version CHUCTF) available for all models having width equal to or greaterthan 2-9/1@". 16 HWP series hangers Top flange hangars available in widths ranging from 1-9/16'to 7- 1/8" and heights ranging from 5.3/6'to 28", 17 HWPH series hangers Top flange hangers available in widths ranging from 15/16' to 7- 1/2" and heights ranging from 5-316'to 32'. 18 ITS series hangers Top flange hangers available In widths ranging from I.9/16' to 3- 5/8" and heights ranging from 9-118" to 16', 19 JB series hangers Top flange hangers available in width of 1-0116' and heights ranging from 53/8" to 7.1/4". 20 JBA aeries hangers Top flange hangers available in width of I.9116' and heights ranging from 9S/i B' >b 13-1/8". Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30r2020 For direct Inks to all SOT approvals failed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and MamDade County Node of Acceptance (NOA), CLICK MERE, 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (ST82, STB24SS, ST82.8SS) Strong -Bole 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, TH0.1-1488, THD-HBSS, THD-CS, THD-CSBSS) Titan HO Heavy Duty Screw Anchorfor concrete and masonry available with hex head In carbon steel and Types 304 and 310 stainless steel, or with countersunk head in carbon stool and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25168RH, THDB37158RH, THD37212RH, Then HD Threaded Rod Hanger for concrete THD50234RH,TH010212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FLA116230-R8 Product Motlel. Num bar or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (ST" 5 Titan 2 (T7N2) 6 Then HO (THD-H4SS, THD.H6SS, THD-CS6W 7 Titan Turbo (TNT) FL#1 �37-R3 ,&U Product Modal. Number or Name 1 X348101@SK, X1SI016, X181016.4K, XOIS1016, XQ1810164K 2 XLQ114T1224,XLQ114B1224.2K 3 XMQ114S1224, XMQ11481224-2K 4 XQ114S1224, XQ114B1224.2.5K, X11481224, XQ112SI224, XQ112B1224-2K 5 XU34S1010, X.13481018-5K FL#35320-RO adtLg Product Model. Number or Name 1 DSSCB43-5, DSSCB48, DSSCB46, DSHS 2 FC843.5, FC646.5, FC847.5, FC949.5, FCB411.5 3 FPHSD34S1018,FPHSD3481018,FPHS03481018-5K.FPHS034S1214, FPHSD3481214, FPHSD34B12I4-5K 4 LSFC2.25, LSFC4,25, LSFC8.25, SFC2.25, SFC4.25, SFCe.25 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSC8.25, MSSC2.26, MSSC4.25. MSSCO 25. MSSC4.26KW, MSSD825KW 6 RCKW3,RCKW5.5,RCKW7.5,RCKW3S,RCKW5.6S 7 SCS43.5, SCB45.5, SCS47.5, SC849.5, SCS411.5. MSC845.5, MSCS47.5 8 SCS32-5197, SCS62.5197, SCS62-5111& SCS82.61118 9 SCW3.25, SCW5.5 10 SJC8.26, SJC1035, MSJC8.25, MSJC10.25 11 SS83.518 12 XLSH34BI 414, XLSH7881414 13 X01S101S. X01B1016-4K, X01S1214, XQISi214.3.5K, X47881224, XQ78812243K, X0114S1224, XQ714B1224-2.5K, XQ112S1224, XQ112BM4.2K, X3481018-SK, X1$1010, X1 BI01 64K, X181214, X181214.3.5K Pmduct Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Titen 2 Screw Anchor for Concrete Then HD Heavy Duty Screw Anchor for concrete available in 304 or 310 stainless steel with hex head, and 318 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Deacnutlon 010.10 Strong -Drive XMetal Self -Drilling, Tapping Screws with #0 DOI) Point #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws whh #6 Drill Point and Large Diameter Hex Washer Head #12.24 Strong -Drive XM Mediurn-Head Metal Self -Drilling, Tapping Screws with #6 Drill Point and Medium Diameter Hex *12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with 06 Drill Point #10-16 Strong -Drive XU Metal Self-Driling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fired -Clip Connector #10-18 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self - Drilling, Topping Screws Steel Framing Connector Steal Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wad Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws 410-18, #12-14, and #12.24 Strong -Drive X Metal Self -Drilling, Tapping Screws N U L W N O_.� v U Q C O 2 CD CD O C O _C)� C5 C O E f._ O An t►7 L C= cn Q r N c 0 air L_ O ar+ o ro V C N -o LA_ c�a- N ro O w dCIA o .. N air y E s c C2 .. 6 yN J7 u pr au ro y, VL O- 1 O a u 2 Cn E �J CD z rCn V Clio co > O L > CL O CL ac � U 0 L U CU M ^� s ■ O L W d W z J z Q J CL 27, 2022 SHEET NO. PA 1,2 O cn O U MIAMr-aa covrrr rtec�ucTcoeoTletu. sEcriox PGT lades vies. Inc.. PGT ins, Inc. 2 ey O Q 11305 sw26'Swaik ltoeen208 �1 CE OF ACCEPTANCE: E'4TDENCE SIT$I�TED 1wCT iad�rstrles, tar. NOTICE OF ACCEPTANCE: EVIDENCE SUB3IITTED N O � cD -p D- i�r as XZGMAT V A" ZCCWCSUC assov� OUM Mims, t 33175-2474 aoa+stDA" Ct]DE TitlerDIVISERir T (7!a) 3W2590 F CAM) 31i-2S99 NOTICE OF ACCEPTANCE: EVIDENCE SUB3ffTTED D. QUALITY ASSURANCE '� j 6 c CU NOTICE OF ACCEPTANCE (-NOA) 1. Evidence submicted ender previous NC1A A. DRAWINGS 1. Mantifae s die drawings and sec&ns. B. TESTS (continued) 5. Test repast sat 1) Air Test, per FBC, TAS 202-94 1 _ Miami Dade Departratw of Regulatory and Ecowmic Resources (RER.)- cn O -p V -O p &- a p O 3 PGThWhnU*S, Inc. 1070 Tic Drive, Nerth'4'*nk#, FL 3427 5 (Subr tiftf underN0 ?Va 11-0107 04) 2) Uniform Static Air Ptessm Test, per FBC, TAS 20294 E. MATERIAL CERTIFICATIONS = � O UL. Scam: 2. No: l-S578.0, titled"V ! S Blass DoanNOA(i.Mj", sheets 1 3) WaterR stance T+tst, per FBC. TAS 2+U2-94. 1. Notice ofA ,nee No. IS-4528.1d issued to Vision Extrusion Limited fortheir O Co 'fhisNOAial>aao�,gias�e+d�mdertiweappiicabDen;ksandne8silatsms�sv�ni�gt'bet+se.ofcvnsttndionm�rsals.7bt through 21 of 21, ptiepa�d by manufactiuer, dated IQ05115, with envision A dated 4) Large Misak Impact Test perFBC, TAS 201-94 `Allike Rigid PVC Exterior Extrusions for Whdows and Doors", dated 0&43/15. �E O O docutmentatiwn sabmxtted has beenreviewed and accepted by1-Dade Cep RER Prcdnct Control Setei is U4103,�I7; signed and leashed by A Lynn Adillet, P E. Cyclic Wad .pie L�oQadu.g.�pcerrFBC, �TAS 203-94 out ifD130119: �` Not Acceptance 16"0 2�. to �1%ffi0� E�it l f�r t1 to L- Q Q lot' lbaed al l tanu.Dadt; Coaary anal Oaterarete�a WhP[! 11t�CiW b �l! Ali 4[ aldl J11�13 {A 6) F�e' Eany 1�, per FBC, AS 202-9'T +�. a (�f o'. rmtit r L co Q Tb; NOA shannotbevalid t►fr�vdate$tate,belay.The Miami-D.&Co=sy tCamd Sec" B. TESTS t d-W and �cAtion dot ofvutyl s doo,� lea ran 202 and u�ier shades,(N4n-R � jed PVC Ear Extr ns for � � .� U) Q (In Winn Dade Counly)."orthe AW (in areas other *=Mixu Da& County) reserve the right to have this 1 _ Teat report on 1 Uniform Static Air Pr�tSslrree Test, FBC, TAS 202-94 ) F Fenestmtion T Lab, Inn, Test 0b/'1 No: FTL M9, dated 11/5, and Windows and Doors'°, dated 12Mtl6, expiring on.1212912 i_ product or n mierid t for gwality a czgmpwes. If" pt o�dacs or awe siai fails too pe :loam the a c ted 2}Large ivlissle Impact Test pis FBC, TAS 201-94 sealed by Idalmds Ortega, P. E. (tI~St report retvised on 12104115 and 02A 1116) 3_ Notice of Acceptance No. I:4528.15 issued to Vision Extrusion Limited for their 'Ihv" manner, therm zw&dwerwt'lliacwtheexpeaw ofsud& andthe AlUnayiscomed atelyrevolce, modify, or 1) Cyclic Wind Pry Loadingper FBC, TAS 203-94 6. Test report on 1) Air Infiltration. Test, per FBC, TAS 202-94 Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for vapend the. use of suech product or intend within their jmudictio s. RER restive$ the t teo revoke this �..ttll wmadmd_- W ftnnngs and icon. iris vinyl g of do 2 Uniform Static Air Pressure Test_ per FBC' TAS 202-94 ) Windows and Doors", dated 09/13/15, out 09/30/19. acceptawe, if it is detemened byX=n Dade CountyProduct C�n1Sechon ibai this pwduet or material fails to _or by Feoesttatitott Testing Lab, Its, Test ReportNv. FTI.8717, dated 12107115, signed and 3) Water Rrsistat�oe Test, per FBC, TAS 242-94. 4. Notice oarAcctptancae Na I6-07IZ.OZ issued to EATERGI Fenestration Solt�tuons USA, f the applirab'ie building wale,. mt:et the eats o This product is appraved as draeiibe d l and has been designed to comply with the Florida Bnildusg Cade, sealed by Idalenis Ortega, P_ E. �I'cxt report revised. sit 021I5J16 and 02T24/1G) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "TAN 3040 and Lighter Shades (Non-R'hite) Rigid ]'S'C. Exwri Dr including the High ue'kxity $one 2. Ti st report on i) Air Iafkration Test,. per FBC; TAS 202 94 5) Cyclic Wind a Loadingper FBC. TAS 20394 Ex msions for Windows and Doers dared 09115/16_ expiring an 021M L • a Sig DESCRIPTION: Srrrees g67f11i779_ '4 an i Gass Door {A iefarcrdj ur(aro 9Q° 8� 13.5° tanners-L.3d.I, 2) Unifmm Static Air Pie Teat, per FBC, TAS 202-94 along with maa�d-W drawings and instsliaticin dim of my l sliding glass docc pr pined 5. Notice of Acceptance No- I6-0712.04 issued to ENERGI FenestrationSoh�oa� USA, 'Bronze APPRD'i'AL D[3CtlME�T: Dra No,MD-55�0:0 RevB, titled "V" Glass DoorNOA " s�+eee< = 3 Water-Resi a Test, per FBC, TAS 20294_nc, ) 4) � Test per FBC, TAS 201-94 by Fc� Testing Lab, Inc-LucTest �n No. FTL 85g2, dated 12+'04/'i 5, signed and sealed by Idaknis Ostq, P. E. (Test repot revised on 02n 512016) for their .and ter Shades of Cap Coated Rigid P V C` Exkgior Lighter Extrusions fur Wkdows and Doors" dated s9n 5116- on 0ar16�M. 1 2 i of 21, pr redt:y �, dated l OroSrf 5 a last revised or102101121, signed and sealed by 5, C i Wind Pr a FBC, TAS 203-94 ) Loadingper 7. Test reps an 1) Uniform Static Air Pressnfe Test:. per FBC, TAS 2f 12.94 6. Notice of A �eptaa�e: No_ I�6�0722.03 issued to EF�TERCrI Fenestration S�1.ut USA, A_ L��,jyyj�j Miller, RE., +9re Miaasi Dade Cove Arodhur:t Comecon Re��a with the Nottae of J � 0 � 6) Forced Entry Test, per FBC, TAS 202-94 �' 2) Large Misses Impact Test per FBC, TAS 201-94 LLL1... for ' NM PVC Exterior 4x0iW=S for Windows and Doors- J" dated Inc r flit,,_- ���yyy,,, �d Aceeptancernsnbera d eq*ationdate by the Mianii-Dade Cmaty Product Control Section. along. with -W dawiugs wi d i i"lation, diagram of vinyl sliding glass thou, prepared 3) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 0&IM 7, expiring on =8J] 8. MISSII.E IMPACT RATING: Large and SeullMissile Tmpset mat byFenegratim Testing Lab,1w-, Test Report No. FTL 8546, dated 111tM 5. *led and . slang with marioed-nP drawings and installation diagram of vratyi sliding ,glass door, pa'�di 7. Test reports No(s).10- 002-792(A ), 1041&M4S27, 535753-09. ASTN E-84, l� Limaatioas: 1. See table i (sheen 7� and table 2 (sheet, forappiscable SGD wait sizes, design p 'occes ts. sealed by Ida�ns Ortega, P- E. (rest reportrevised an 01 �i 46 and 02JI0016) by F an Testing Lab; Inc., Test Repeat NG. FTL "M (samples A-1 tluu A-22), dated ASTAW 1929 and ASIM -635, issued by EXOVA to Vision E=usion four cellidosic glass types, sillciser (seen tables 13-1 & 13-2, sheets 7.8) aa<d anci.ortayoot sheets req> +ememts is i i ttnu i b 3.. Test repot on 1) AirinfilirationTest, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FRC, TAS 202-94 11/19110, Aped and sealed by Jorge A Causo. P. E- (Subur�r�nii' under NO 4 Ara 11- 0147. 04) a �� (SubmMed under NO-4 A& 1141 d7. 64) 2. Rigid White PVC, Tau (Non -white) Rigid F.VC a"Bco�m coasea (Palates or laminated) white Rigid PVC to be latched pet re&remcedl`lOA's ree91>itemrmta 3) Water Rye Tests per FBC, TAS 202-94 8 Test report on 1) An Isfiitxatioa Test, per FBC, TAS 202-94 8_ Notice ofAcceptance Na_ I4-0916.11 issued to Kuraray America., Inc -for their 3. Egress operabkdoo�st ccampiywitltmin clear wiorbesu:perFBC requirement, as appiicabie 4} Large Msule Tint Test per FSC. TAS 201-94 2) Uniform Static Air Piessur+e Test, Per FBC. TA5 202-94 "SentrlrGlast (Clear and R'h) Inserlatver", rxpiriag on O 7,�D4/18. 4. Pocketv►*a& tinder sepwate appp meal to be ree+vieV"byBuildiag officist 5) Cyclic Wad Pmsme Lavading per FBC, TAS 203 94 3) Water Resistance Test, per FBC, TAS 202A4. 9. Notice of Acceptance No.ld-1117.0i issued to Kurmay America, Inc- for their "Tresifoltlt; LAl1EMG: Each um "ben s penu neat label with the manafiKsureesnome or logo, city, state and whin and 6) Forced Entry Test, ,pis FB C, TAS 202-94 4) Large Missile ImVact Test per FBC, TAS 201-94 Ultraclear. Char and Color PVB Interiayeers", expiring on 07/09/19. fallowimtg,sta m ment: 'fir mail -Dade County PtoductControl Approveyd%noted herein. along with iaoarloeci-p drawiM and � die pm of vinyl sliding glass door, pVxed 5) Cychc V*r and Pressure Loadingper FBC, TAS. 203-94 ROMWALof &a NOA"be end atttier s ameuW hat ma has been Med aud tun hm beenno applicablebuildingtodenegatively by FewshrAim Testing Lair, Inn Test R►eppst No_ F M &r%47, dated I ZW15, signed and sealed by Idalmis Ortega. P. E. (Test -reepw mvised on 02115/16) 6) Forced Entry Test, per FBC, TAS 202-94 along withundmd-ap drawings and insUBation diagram of vinyl sliding glass door, prepared F. 'STATEMENTS 1. Statement letter ofeonfonmacee with FBC-6'a Edition (2014) and FBC- -Edition ci ange in the affictiq the pedummeatilds product TERAUNATIONbfdaisNOAw&occwaftrtboexpimtimdateor if dam hasbean a revision or chmgee in &e 4. Test report an 1) AirInfikirgion. Test, per FBC, TAS 202-94 by Fme&ation Testing Lab, Inc_ Test Report No-FTL 66337 {samples A-1 thou A-5 ; dated (2017), issued by namdhcturer, dated 08/14117 *ned & sealed by Lyme Mdlm P.E.. materials, use, to nd(or mansfi ctur eoftlte product or proow s_ Misuse of this MX as an eada:seakat of my product, 2) Uniform Static Air Pressm Test, per FBC, TAS 202-94 12M/10, signed and sealed by lbfp A Causo, P. E. (Subr ALed iindpr Nt? 4 No.11- 2. State m ent Wer ofno fm�arrcial interest, dated 04/18117, issued by mamfachn signed for Saks, advertising or. mW o6apnrposes aball svtomatically twat a this NOA Fsil mft comply with any 3) Water Rote Test, per. FBC, TAS 20294 0107 09) & sealed by Lyra Miller, Pam. section oftim NOA nhalibe cause for terminationandremovalofWO& 4) Large M9ftk.ImpW Ter ptf FBC, TAS 201-94 3. Letter of tab compliance, part of the above test reports. ADIERTtSFE'F: MwNOA number preeededbydiewm* Mami-Dade Caumy, Florins, sad Mowed bythe 5) Cyclic Wmd Pressure Loadingperr FBC,TAS 20394 C. CALCULATIONS 4. RER. Test Proposal No.17-0397, dated 05M517, signed by Ishaq Cbanda, P.E. expirationdatierrmaybedi�ptayedin advertiziugliterature- IfaaypatlionoftheNOAisdisplayed, then it shall be 6) F,s(u�ccd Entry pa FBC, TAS?.4�2+-94 i_ Anchory ie c:akutl+a�tiions and sttruudwal analys�i�sy,�c�omplymg. withF,B�Ci-22014, N donee to its enures . I Stmcnan Ai c of a is eatireNOA sbadl be ,i*d to the user b �r or its distrr'kattars and 1 }� � �ng wrth up W4 � fi�i76iYlion dta ,�Q� tll g W�Ai by Felt ratios Testing Lab; Inc., Test Retport I� ojF-TI. &US.. +dated 12/04115, sign! andNo.1 � by PGT,, dated 12/09.11 last oil 02 1546. �iRi and. sC�Y by ArayL Miller, P.E. (Ssrl►>rr�kid reitt"rrNQ d 1512d4.01J. G. OTHER _ 1�1o#tce of Ac. c rtance No. I i-I2I0A1, issued to PGT Industries, for their Series G r r shish" be available `fro at due 'ob site at the of tits OfgcW. sealed by Idah nis (rt+egs, P_ E. (Test report revised one 01/0 M6 aped 02/11116) 2. G ' with ASTME-130i0-W- ttr'2770"'lim�! Sig Gas Dear (RemPoreed) _L,i;L°" g on 04,'14121_ . o Thiz NOA revises & reaeus?YOA#xx0=0424.05 and icaviaft of"gage 1 and evideetepaps El, E-2, E-3, E-4. S +�7'► n L. �" (I e. 4h M •), + / %"�' I L t"► h.. W o. o E-5 8t E-6 as well as approval document mentioned above. The tadhmirted documegrrtian vras arv%eared Is1fa I. Corr Fes. by i �, Iriutq I. gmada. P.E. Product Coa&*1 Vtait Supervisor Iaisq I. +CLasela,. B.E. Product Control tit Supervisor �laq.I. Ciasda, Par. Product Control Unit Supervisor -moo N R 0- 0- � MA No. 21-01915.03 NFpA No. n4m.93 NOA N6, 21. 420S.A3 NOA No. 21•0203.93 Eapiratioa Datet April l4,1026 Expiration UatatApril 14, 2926 EspiratioaDaw ApeR 14,1426 EzViration Date: �302 3 fl Appro�-al Date:March 29, 20.'1 3pprevai Danes Slarek 29, loll Approval Dater Mann 26, 2621 Approialihte:l4lsreh26, 2.,@1 1 > 0 4 Pagel E-1 E2 E z�3A L _ 7. 6Y N 1 p d O u 0 PGT hmhm via% Inc. CGI Windows gad Doors, Inc. PGT hndustries, bee. NOTICE OF ACCEPTANCE: VIDENCE S--- 11 NOTICE OF ACCEPTANCE: EVMENCE SUBMITTED NOTICE OF ACCEPTANCE: E3<'WEINCE StTBMTT TED 2. Evidence Submitted under revises subuktal P E. MATERIAL CERTIFICATIONS (condaut) 3. New Ecideneer. Submitted 5. Quanex, Part Stin g Standard complying with ASTM C51811tera1al Conductivity A. DRAWINGS � 0;881 B U-W hr.-W fir", ASTM F 1249MVIR Pass, ASTM D3985 Oxygm-Pass, ASIM E A. DRAWINGS No. MD-5.'s70.0 RevB, titled "Vinyl Sliding Glass Door NOA (I.M)" , linnets 219ti I.G_ Ir>mbriity-Na Frog fast~ (SubmifAed under prar►ionrs NOA i�'a.154409. 05) 1. I. Daing No. MD-�70.0 ReeV B, titled "Vinyl Sliding Glass DoorNOA (LM)", sheets I 1 through 21 of 21, paeepeared by ma ntifactvtes dated 101n5/15 and last revised an thin ugh 21 of2l, prepared by tut actmer, dated IW5115 and tact revised on 01O �'21. 04�22120, signed and sealed by A. Lynn Miller F.E. 6. Quaru� Fart r� rxymplying with ASIM 18 Thermal C enne nci-- 2 BTU rtl -F, sped and seated by A Lynn Miller, P.E. L AS F 1249 WYIR Pass, ASTM D 1434 Argue P ot~Pa�ss, AS3M E br_ ft? D s. Note: 'Ibis w skn consists replacement of same existing msWlatian screw with fiat head- B. TESTS 2189 LG, Durabiluv-No Fog, AkS'1M E 50 Dew Paint Die'velalmaent -20°F is 48 his. 1. Test reepmts ow 1) Air Infiltration. Test, per FBC, TAS 202-94 (SubmiWed under NOA No. 1 "409.05). B. TESTS 2) Uniform Static Air Presettttz Test, Loadingper FBC, TAS 202-94 7. Vision lints on% Ltd. Parts cot eply itig with PVC-AAMA 303-13, Vo)�ary � 1. Noun. 3) Water Resistance Test per FBC, TAS 202-94 fbr Rigid` Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extritsions, Ltd: VEX 1 by 4) Large Missile hopatrt Test per FBC, TAS 201-94 AAMA F ene 0inane Exterior Pro f0e Orion PY (Snbmio W inner NOA I Na 15- C. CALCULATIONS 5) Cyclic Wired Pstssure Loadingper FBC, TAS 203-N "an 1- None- *4 with maerleed-rip drawings and � dogivmt ofal . PGT I� Inc 8- Vim Extsusivats, Ltd. Puts lying with PVC-AAMA 303-13. � representative units listed below and tested to qualify Dowd 791 and DoW59 993 silicones, (ftbvileed under NO.4 :i & 1"40, 05) D. t�iiALITic'ASMde p epar'ed by Fm "vian Testiing Iabonfatory, Inc_, Test Reports No.: 9_ PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl C>>�dee (PVC) Fx Pro for Vision Eahssims Ltd_ VEX 1 by AAMA Fenestration Exterior Profile D'+10E 1 • Dade D±epaztsnmt of Re�nlatvcy aril Economic Resources (RER). � FTL-7W, PGT PW5520 PVC Fixed Window (unit 6 is per), dated 09103/14 s U) FTL-20-2107.1, PGT SGD780 Altintimun Sliding Glass Door (snit 7 in proposal) M-24- Ctrtification PfogmaL 2107.2, PGT CA740 Ahm� Outsw'ing Cme:ment Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No.18-1217.14 issued to Encro Ftnestratim_ Solution, USA, Inc. for E. MATERIAL CERTIFICATIONS. 2107.3, PGT'PW7620A Ahimim m Fixed Window (unit 9 in proposal) and FTIr20-2107.4, their -Tan 3040 & light shade (non whine) Wye Rigid PVC Exterior Extrusions for 1_ Notim ofAcceptance No.19--0305.02 issued toKararay.America, Inc. for -their j PGT PW7620A Ah1n>; un Fixed Window (unit 10 in limposal) dated 07/131M, 9 signed Windom and Doors", exiiainx on 02,'04121. "TrodWf Ulatrackar, Clear, and Color FVB Glass hrWIayers ; opring on 07/08/24_ � O and seated by ldaloris Ortega, P.E. 11_ Notice of Aceeptaaoe No.18-0122.02 issued to Elated Fmestration. Solution, .USA, Inc for 2- Notice ofAcceptance No.17-0808.02 issuesd to Kurarsar America, Inc. for; their � C their series "White Rigid PVC Exterior Exbvsions for Windows and Doors', tag on "ScnhTGlast (ClQ+at• and U10) Gass Iaterlaver i", expiring on,07104f23_ � C. CALCULATIONS m 0242V23. 3- Notice ofAcoepta= No. 19-1106.10 issued to Vision Extrusions Limited for ffieir ` 3rown Q Q 1. Andior veerMcatim calculations and sntctwl �_ with FBC 7a :by 1.2. Notice of Acceptance No. 2,0-0203.03 issued to Entrgi Fcratiorl Solrrtiorl, USA, Inc: % O:oa�ei �d or Laminated) R Rigid PVCEx�ior Extrusions forV4'fndoers � Editiipan (20201 dated 04r22)20, prepared by =Mfac tuier : signed. and sealed their "Braze & light shade cap coated White, Rigid PVC Extvesior Extrusions for and Doors-, apring an 09/30124. U Anthony Lysm Filer, P.E. Windows and Doors'', expiring out 04/16/25. a_ Notiict- ofAcceptaa.€e No.1&i106.11 issued to Vision Extn>sions Limited for their series � 2. Glazing complies with ASTM E1300-04, -09, 42 and -16. " %T 1000 Tan 202 and bitter shades (Non-3'Vhise) Rigid Cellular PVC Exterior 'O D. QUALITY ASSURANCE F. STATEMEI`'TS Extrusions far �Gt�°i ubm and Doors", g an 12C9121. O s` Idiami-Dade Dot of Regulatory and Ft momic Resounds ((REA). 1. Statement letter of confamiance to FBC 7's Edition (2020), dated 04r222Q issued by manuhmm, signed and m2l by Anthony Lynn Milla, P.E. F. STAT'ENE TS � a. E. MATERIAL CERTInCATIONS 2. Statement letter of no financial interest and -of independent, issmed by manufa direr. dated 1_ Statemunt letter of wnftmance to FBC 7a Etiiden (2020), dated 02101/21, issued by 1_ Notice of Acceptance No. B-0305.82 issued to Ktrrarar America, Inc. fortheir 04/1WO, signed and sealed by AnthonyLymn Miller. P_E. signed and sealed by AnthonyLyrm I►+lr7ler, P.E. � "Tresiftiff Uhrackar, Clear, and Color PVB Glass Inrerlavers", expiring on 3. Private LAeting Agrement document between PGT, dated 0360115 and signed by all 2_ Private Labeling Agreee umt dated 031r)8,21 between. PGT bxbnuim Inc. and CGI X P.E., behalf U m 07^f1�24. in volved parties. Windows and Doors Inc., signed by Dew Roadr. V.P. Engineering, on of 2. Notice of Acceptance No. 17- M3.02 issued to Kurarar America, Inc. for then it . "Seeh^yGlase (Clear and White) Kass 1uW&yets", npifing on 071040. G. OTHERS 3- Notice of taace No. 18-1106 I0 issued to Vision Extrusions Limited for their �eP 1. This NO)A r+esises NOA# i7�e•Ozaas(PV'Tw�G and airs toFBC2ti24 ('�Editlen), n G. OTHERS_ � Brown Coated (Painted or Laminated) . MWO Rigid PVC Exterior Extrusions expiring 04121111- � I_ Mkis NOA revises & rt�news NOA# 3e-0429.05 (PLAw/CGU expiring M4/26. L for Windows and Doors", expiring on 09/30124. 2_ RER Test proposal #I9-1155 dated 01/10120 approved by lshagL Chandaz P.E, eaphing 2. Mie current associaRed MA CGI file #21-0205.01, expiring 04/14126. O 4. Notice of Acoept=e No.19-1106.11 issued to Vision Extrusions Limited for their 04/14(21 _ q W C series "VE 1000 Tan 202 aad Liter shades (Noll-WWO) Rigid Cegnlarr PVC Exterior Extrusions for Windom and Doors", expiring on 12J2 /2i_ 1 �1` ` � Z 4"" I*aq E Clouds, P.E. ishaq b Clouds, P.E. z O J I*aq E Chaada, P.P.. Proaort Canned Unix Supervisor Product Coated Otis Sgpeasisor Product Control Unit Supervisor MA Na,11-920;.03 NOA No. 21-0106.83 Q rDA NO. il.4205.03 . E3pirstioa Date: Apri114,2026 Ezpiratioa Dante: April 14,2036 J Espiradeal)*w sprit 14, 2026 ApproTai Dates 33»reli is, 2011 Approval Dtetet Marcus 29. 2021 d Approval Dante: Malt :6, 2921 E -S SHEET NO. E 4 May 27, 2022 PA 1 3 ■ MIAMFQADE MIAMI-DADS COUNTY ME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33173-2474 T (7N) 315.2590 F (786) 315-25" NOTICE OF ACCEPTANCE (NOA) www.mlamldade—am- eeoaomv Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" high Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maker, P.E., M.S. NOA No. 20-0630.13 CMD Expiration Date: 09/11R023 Approval Date: 08/20/2020 Page 1 Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCES SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By M ami Dade County Department of Regulatory and Economic Resources (RER). 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 & sealed by Craig Parrino, P. E. S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details" sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. Cmeliny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA. LLC OTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of], prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables". sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 0S/29103,140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, AE., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Vlami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Pro act Control Section Supervisor NOA No. 204630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-1 Cast -Crete USA. -LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). 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 & sealed by Craig Parrino, P.E. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. Cl l3eimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/2012020 E-5 Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03/24/03 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I Lintel Safe Load Tables-, sheets 1 through 3 of 3, last revision dated 06112114, all through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08119114. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. -None. F. OTHER F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, AE., certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. Nona. A. DRAWINGS B. TESTS 1. None. 1. None. B. TESTS C. CALCULATIONS 1. None. 1. None. C. CALCULATIONS D. QUALITY ASSURANCE 1. None. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E. MATERIAL CERTIFICATIONS F. OTHER 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. elmy A. Makar, P.E., M.S. �C./Refmy A. Mslkar, P E., M.S. Pr uct Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA Na 20-0630.15 Expiration Date: 09/11R023 Expiratioa Date: 09/11/2023 Approval Date: 08/2012020 Approval Date: 08/20/2020 E-2 E-3 N C) 0 0 CD- O CU L2 CD 0 0 O c 0 a- p O CU 0 U p � .Cn CL Q z z W J 0 -c W �o »- d N m x W a o y S y C2 O ±O Q N � W d c cc iv 7 N U E W 5'.. C O O T O C.1 r O r CU O I` CL Q U 0 CL May 27, 2022 1�4 PA DECO TILLIT TESTING A ENGINEERING COMPANY wAT TRR A. TTLLIT, JR., P.B. dilate(-iXCHT, FLrx. LMaA■ 1A 44147 n CA U.—Nu »06719 PRODUCT EVALUATION REPORT REPORT NO.: 20-0726.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global PwIsMon ProduCINS LLC. 48W S.W. 51 Street Davis, FkNida33314 1. PURPOSE OF UATION: This is a Product Evaluation Report Issued by Wafter A. T1111t, Jr., P.E. (System ID # 1900) to the Global Protection Products, LLC, Rule Chapter No. 61020.3, Method 1 D of the Florida Department of Business and Prolissslonat Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.)* Drawing No. 20.176, tided "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tllteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part ells Evaluation Report, l�` !0 -; NO. 44167 7 y-0 . Ehs 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phoae: (305) $71-1530 -�ii�� PROD[]Cr RXA(d7A1'l9PlRFCPOlF7` NO 20.0729 01 2 2.2._TEiITREPORTS: 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 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports 0 96-689 dated OS/0911996, #96-570 dated 09/18/199e, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory; Inc, reports # 2032 dated 04/16/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009. signed and sealed by Frank Grate, P.E. 2. SII3UCTURAL ENGINEERING CALCULATIONS• On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind bad and panel length based on rational and comparative analysis, and in accordance with section 1016 of the Florida Bullding Code. Calculations prepared by Tilteco, Inc., dated 11/03108 and 03112/16, signed and sealed by Walter A. Tillit, Jr., RE, 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1526 of the Florida Building Code, as per TAS 201 Protocol. VW1ND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on shoats S. 10, 14, 15, 16,19, 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets S. 9, 10, 11, 14. 15, 17. 181 19, 20 25 and 26 of 20, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7,10 thru 20, 23. 24 and 28 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on shoots S. 14, 16, 26 and 26 of 28, of Product Evaluation Document (P.E.D.), drawing No. 20-178. to VAIIIIIIII 000I ENji- ' STATE OF :!Ac yrpcFs FLOR /ONAL a1w mm m anEs. 5.3) IN GTE TOW PRECAST SIM. OR PRECAST CONCRETE PANELS, SIyCCO OR WOW SOMOS K FOUND ON THE Be EXISTING BILL ANCHORS SHALL BE LOW DOLIOW TO REACH TIME MAIN STRUCTURE BEHIND SUCH PANELS, 1. .1 PANEL SHOWN ON Do PRODUCT IWLUATON DOCUMENT (P.E.O.) HAS KEEN MIMED FOR COMPLIANCE IN ANCHORAGE WALL Of K MENTIONED IN 8.1) AND IN 02). ACCORDANCE WITH THE 2020 (7e, EDITION) OF THE FLOIDA NaGND COOL (C) to OOstINO r0ee DA$_ SPECIFIC OL_: O . DRA IIMI; DESION WIND LOADS SHALL BE DETERMINED K PER SECTION 16200E THE ABOVE MENTIONED CODE. FOR A WIND SPEED K REQUIRED BY 11E JURISDICTION WHERE THESE SHU TER$ WILL BE INSTALLED 00 - 1/4Y TAPCOIL IVIO101t5, K WAAFACTLIRI D BY I.T.W. SUSDEK. INC. - 014-10 PANDANTE FEMALE 0 AND PANEMATF PLUS ANCHORS. K MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A DI ECNONAUTY FACTOR Kd-0.53. USING ASIDE 7-16 AND SHALL NOT CORD THE YAM" (ALS.D) - 1/4•0 VD SCROIS PER N.D.S. DESIGN PRESSURE RAMOS INDICATED ON SHEETS 7 THRU S2. 14. 13. 14. It A 20. - 7/16'0 . 5/6' WOOD BUSHING. K DB7RIBITFD BY ALL PONE SCREW, BOLT A SPECW.TY Co. IN ORDER To M1leY THE ABOVE CONDITION, ULTRMTE DESIGN WIND LOADS DETERMINED PER ASCE 7-18 SHALL BE FIRST REDUCED TO A.S.O. DESIGN HIND LOADS BY MULTIPLYING THEM BY 0.4 IN ORDER to c.1) "1NIMNLY T1dRA0E0 PENETRATION p WOOD OF TAPCON ANCHORS SHALL BE 1/2' AMCq 2' FOR 4C0 PAtNELWTi PLUS UMPANELAMUE COMPARE THESE w/ MAX. MO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THNU 12. 14. 15. 1e, fa A 20, AND FEMME 10. ORDER 1b MIST' TWIT ANCHORS ON THIS ►EIR NA RESTED WERE NOT OVER STRESSED A 33B INCREASE IN ALIOWAdf C.2) MINIMUM THREADED PDCM70H OF LAO SCREE. INTO THE WOW FRAMC L"T SHALL BE 1 1/2-. No THRPMED PE NETRAION INTO STUCCO SHALL BE CONSIDERED K FART OF THE REQUIRED RMWADW PEIEIIYITON. STRESS F S WINDIN LOADS M8 IgEO N THEIR ANALY6K. /ASIEMERS SPACING TO IIDOD HAS B[FA OETETMIED N NCE ACCORDING[ WIN N.D.S. 201e. C.3) MRIAM EDGE DISTANCE OF LAO SOW*$. INTO MOOD SHALL K K ID0N11D IN THIS DRAWINC STORM FNEME CI FOR 111MCT AND WIND RESISTANCE HAS BEEN VERIFIED N ACCORDANCE ICE WITH SECTION tote OF HONED ABOVE HEISTING CODE K PER HURRICANE 911- ! TESTING SIC. REPORTS 116-06a, 96-570 A N-T30 AND r 02126 CA) MINIMUM PENETRATION OF WOOD BU$.NG SHALL BE 5/B•. 1/4- d-20 SCREENS USED SMALL BE 1 1/2• LOW MINIMUM FENESTRATION iFTE51R11110 TESTING NAB. INC.. R(ypRl$ /1072 ! /21K K PROTOCOLS TAS-201. TAS-Mt AND TAS-203. 1120[ 11 . SHOULD STUCCO COST, AND 1• MOaARW FOR WALLS wlnl No STUCCO. TA WELLASERLAD AIIOIM LEST SOUTH 90V:FLORIDA11FPORT /0210.01 -OY, AS PER PTAS 201. TAS 202 AND TAS 203 3 STAANOAMS. C 5) IN CASE THAT PRECAST SLOW OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE MINA, 2. ALL ALIIMIIRW OK MMIS TO BE NO-10 ALLOY AND TEMPER. "AM OTHERWISE NOTM), SEE SHRr 2. WALL. AN04M SHALL BE LONG ENOUGH To WA04 1NE MAIN SIRUCHRE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN CA). c.2) A CA) 3. ALL AUWNRN SHEET METAL USED At CLOSURES SHALL HAW 3105-H14 ALLOY, M) ANCHORS SHALL BE RSMM FOLOWNO ALL OF THE RECOMMENDATIONS AND W[GrICAT&S of THE ANCHOR-S MANUFACRNICR. 4. ALL STEEL SHEET METAL PANELS SHALL WIVE STRUCTURAL Ol1ARY STEEL ASTM 4-e53 GRADE 00 MIIIUKA 0-40 OALVANB'ED STEEL OEEIGNAlIOM W/iY. S6.s W (AFTER ROlAEO). B PANELS MAY AL30 BC NSTALLED /IOWTONTALLY FOILOWAMO DWALLATON O[FMLS SMOwN ON SECTON 3 1HRDUOI 10 (SNEES 4 THROUGH 4) [1tCEPI 71111E HHGDER6 A SHALL Not BE USED_ 3. ALL SONE.S TO SE STAINLESS STEEL 304 OR 316 ABS SE CS OR CORROSION RESISTANT COATED CARBON STEEL K PER O so AN YIELD STRENGTH AND Bp A* TENSILE STRENGTH A SHALL COMPLY w/ FtoROA BUILDING CODE DIN SN 51MK R6M W p, IT LL THE RESP0IBBRE CONTRACTOR i0 VERIFY THE SOUNDNESS a THE STRUCTURE WHERE SHUTTER 6 TO BE 2 1 E I 24 , SECTION ATTACHED TO INSURE PROPER ANCHORAGE. YN4 94LM R SHALL ONLY BE ATTACHED M COHIORM BLOCK OR HOOD FRAME IN LGING& 0. SOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ASI 304 SERFS STAINLESS STEEL. MTN 35 w WO" MO STRENGTH. ,o. EACH PER SECTORS e��t� 10 St. STORM S. 6 LENGTHSECTIVELY. W-0 THROUGH 1L[&ME .� 2 7 ANCHORS TO WALL SHALL BE K PILLOWS: IN A, IOW SHEETS * RESPSHALL Y �T OWNER OR TENANT 70 SECURE PANELS WITH APPLICABLE REINFORCEMENT D~ PEROD$ OF HURRICANE (WARMING W I 11. It* INSTALLATION CONTRACTOR IS To SFAL/CMIIK ALL SHUTTER COMPONENT WOES WHICH REMAIN IN COMRNJOUS CONTACT WITH - 1/41 NPCON ANCHORSAS MANUFACTURED BY 1.T.W, BUILOEI, INC. (tin. rF-3102 Pail M BUILDING To PREVENT WOAD/RAIN INTRUSION. - 1/4' d . 7/5' CAUL -IN ANCHORS. K W/RM-ACTURED BY COKY INC. (MN. rs-3000 P•..L) - 1/41 . 3/4' SOLID-SEr ANCHORS, K DISTRIBUTED BY ALL POOL SCREW. BOLT A SPECIALTY CO. 12. STORM PANEL NNFTAIlA710N SHOAL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY SUYDNNG AND ZONING MODULATIONS (MAL F3000 P.C.L) PROVIDED NY THE JURISDICTION WHERE PERMIT 19 APPLIED TO. - /I4-10 PANELANTE FTIALE 0 A PANTL■ATE PLUS ANCHORS. K MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (MIN. f' -3300 P. 0 13. (a) Iles PRDDXr EVALUATION DOCUMENT (P.E.D.) PREPARED BY Nd5 ENGINEER IS GENERIC AID GOES NOT PROVIDE OFOR ANON - t/4-e CF TAP -ORS, ANO,ORS, K WWUFACTUIED BY TRU-FAST CORPORATION (r.-3500 P.ai) FOR A SITE SPECIFIC PROJECT. I... MERE T E SITE CONDITIONS OEMTE FROM THE P.E.O. A,1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED COKItM SAL BE 1 3/4•; 2- FOR PANELMATE FEMALE (H) CONIMCtOR TO BE RESPONSIBLE FOR THE [ELECTION. MO" AND INSTALLATION MCLUOMF LIFE SAFETY OF THIS PRODUCT EASED ON THIS FEB. PIAHE/SHEED HE/SHE GOES NOT DLVATE ntDAI THE CONDITIONS DETAILED ON THIS DOCUMENT. 1' i011 CrTAP-CRP ANCHORS. 0 AND PANE/ALTE PLUS AND 1 1/4- CONSTRUCTION SAFETY AT SALE IB HE CONTRACTOR'S RESPONSIBILITY. L2) CAR -IN • SOLID -SET ANCHORS SHALL BE EMBEDDED 7/B' INTO THE PORED CONCRETE. NO E.BEOMEM INTO (a) THIS PRODUCT EVAJAr*M DOCUMENT WILL BE CONSIDERED INIAALA IF MODIFIED. STUOCO SHALL K PflRINITTEM 1/4' 0-20 SCREWS USED $ALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO DOST, ND 1• MINIMUM FOR WALLS WHH NO StIC00. AND MAY IT HEADED SEEMS OR ALL TNIIGOED SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED I NGIELW OR ARLHOTCT WHICH WILL BECOME THE BUT WITH WING NUTS. [NpHRR OF RECORD (LAB) FOR TIE PROJECT AD WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. DOOM OF RECORD. ACTING K A DELEOAYED ENGINEER 10 THE A3) IN CASE THAT PRECAST $YOME. PRECAST CONCRETE PAVES. PAYERS, STUCCO OR WOOD BOARDS K FOUND ON THE PEO, ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC ORNAW406 FOR REHEW. l3TISTINC WALL OR FLOOR ANCHORS SHALL ALL BE LOWD OA N TO REACH THE WIN STRUCTURE BEHIND SUCH FAELS. ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN At). (a) iWS P.E.O. SHALL BEM ?HE OATS AND OIGINL SEAL AND SIGNATURE O/ THE gOFESSOWL Victi I or IIfCONO THAT PR[PMEp IT, (a) m QUINS mabETL BLIP WIAI1 .cTu C-9O: - 1/4- F IM M ANCHORS K WAK FACTIRIED BY I. T. W. BIRLOM HNC. IA. SHUTTER MNWAt:1URER'8 LABEL SHALL BE LOCATED ON READILY VISIBLE LOCATION A STORY PANEL SHUTTER IN ACCORDANCE WITH SECTION 17004.3 Of FLORIDA SUILDI D CODE. ONE LABEL - 1/4. 0 . 7/B- CAR -IN ANCHORS. K WNUFAC1lRM BY DEMAT INC. (MN. rs-/5M p,ml) SHALL W PLACED FOR EVERY OPENING. IAWELNG TO COMPLY WITH SECTION 1700.S.2 Of - 1/41 K Ile SOUR -SET ANCHORS. AS ALL BY APOUR SLEW, BOLT A SPECIALTY Co. FLORIDA BUILDING COOL (MIN. rc.1B00 TE FI - /,4 P tE PEWE AND PANELIMTE PLUS ANCHORS. K MAIRIFACILRED BY E.CO t.0a1M0TgN TIDE DRAWWO SHALL ONLY BE USED T0� DU (MIN, . 77,MH GRAN PERM" IN THE STATE a PLOUDA PRODUCES (MIN. fF-207/ P...c.) - 1/4' F OF TAP -GIP ANCHORS, K MANUFACTURED BY TRU-FAST CORPORATION •••• 0.1) MINIMUM EMBEDMENT OF UPOON ANCHORS, ELCO PANELMARS AND aTAP-CRP ANCHOR, INTO THE •vC � FLORIDA BUILDING CODE h Ire NurrlOa BLOCK UNIT $KILL BE 1 1/4-. •�; '• N0. 4 A04°0 TM'RO• "O' IB BADE QaLYANQED STEEL STORY PAIaL 9.2) CAN -IN A SOLD -SET M400M SHALL K EMBEDDED 7/r INTO THE CONCRETE SLDEK UNIT. No 167 e PRO STUCCO SHALL BE PERMITTED. 1/4- d-20 SCREWS USED SHALL BE 1 1/2- LOW M,•MUM EKW. NO 1• HINWRN FOR WALLS WITH NO SNCCO. •11T_ LOBAL PNOTECTION PRODllC1T, LLC. r , 1/4- HOW Q 2 1 I 1 i 1 b 1 777 '• j ' ETISIWB i �b. OONrJRETEon CONCRETE BACK . 1 d READIED. I y 1 ••'aC• r ' I �TrCONCRIDE 7BoaSO ANCHORS - = BaO--ON WALL .111111DIXING $7WE 3 I INSTALLATION DETAILS FOR REGULAR PANELSa A III INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES DRIGIEE AOON ORE vanat" a' GOPIW= Dowma 1101110M ON owls a "mom 0010011011: moon POUKO 11 swm 0 "NOUN N\ 1 ,yam 1 0 ,, . T�T.iZ' TJ ,r , �g�ER ANIROaa �\. MOOR 0�twooL N 0) \� BCAu - T • j."yR2H� CAW g I BE MR I r Nw r I 1 1 1 I 1s eIAMa 10 •Ala I I i ! ) is • I I 7 DOSn"0 POUF Q,: LA ' t, Vr Oa OOIICIIEIE eD«CONCRETE SLOW---._-_,_.. _A UIRM1 REQUIRED. 1 r ,_E ,..{ il• MIA , i / --1• MIA -J / � � �,1f�j4FV- ; `O4 'F' ` ,R�A't'p , p�L FAS. a W. » WRLA s T,/OUGN » WIM go MOUNTING 111,117MME lip ow MOUNTIR2 txxT 3 , sGAa[ 3/a-1 LD - EIM ORTANr,E (SEE SCHEDULE ON SHEETS 8 A 1) MULIM-90111101IMM OF TOP I SOTTO/ MOUNTINGS TOCAN a coCOMBINEDINWA ANY WAY To SUIT ANY ), NSTALLATION. PHO TCT .V FJIA7I'[ON_>a:?P( R'r NO 20A7ii` 3 S. MATERIAL OHARACTERWIC$ANO_SPECIFiCAT10NS: Shall be strictly In ecoordance with General Notes and Components indicated on sheet 1, 2 and 22 of 28, of Product Evaluation Document (P.E.D.), drawing No.20.176. Anchor specifications shall be as Indicated on shoats 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20478. 7_ LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 o1`26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tllteco, Inc. and signed and sealed by Waiter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on sectlon 1e20.2 of the Fbdds Building Code. 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tiltaoo, Inc. (Florida CA-0008719). N"A+uP RAf"Tf�Ar, 44167 STATE OF .(ORiV N eq�S'ONIA� + µHI r. WAIU DA TILTECO AIDMON RECORD$ A P. E. REPORT.20 L QLOEAL PROTECTION PRODUCTS, LLC 120 QAOE GALVANIZED STEEL STORM PANBL+DRMq W M170 %REPORT 02"Mo1 1 L I ECO INC. WALTERA. TILIJT, rR, P.E. tilteoo®,D)I OW PRODUCT EVALUATION REPORT I. P.F LHH,Ne No 4407 IL.LA LLMM■ NH. mDH712 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Productis. LLC 4800 S.W. 51 Street Davis, Florida 33314 1. PURPOSE OF EVALUMION: This Is a Product Evaluation Report issued by Walter A. Tllllt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61020-3, Method 1D of the Florida Department of Business end Prohsslonal Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and condition 2. EVIDENCE SUBMITTED: 21, PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 20.175, tMed'24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by T11teco, Inc;; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07127/2020. This drawing is an intem0i oth Evaluation Report. �` (E^, � �' P\' �CENSF T✓,� 167 / � ;. TATE OF • •� r� . �LORtOP ,.��4F 6355 N.W. 36th Street, Suite 305, MletaL Florida 33166-Pbono: (305) 871-1 �#A( �',Sv1-1531 COMPONENTS FOR REGULAR A LIFE SAFETY STORM PANELS (SCALE 1/2-1' •----_.- -- --------"'15.196- (TOTAL WeRn--.._--'------------"-----^ .. 1e.t56• (TOTAL FFECTIVE 1/4•_. 70D• r /' t.3Soo.o3'i'-MIN. mQt�. �0 f 11 j.- i _-_ _ ✓ _ _ 2�7• OHYY Qm S EDGE TN"/<� , l' i.{S7- OMOE SO � 2• / TYP. \ ATM A -am t. .\, 0-N pALV. ` \l r % I TYP. r __NEMNMAED 011AOE M HIYW D[TAL AlJ �11iME0 \ OCTAL L] / - '7 _ ,31R 0-60 GAIN. L-___` ---- A N.f L�TALA , N.3 r•-1.,faY• 1. Q)STORY PANEL ® END STORY PANEL i 2"_._...... AWRELY LRD UP `�� � � �. .100`I � AW r t!o W/ hownt EDGE:. EDGE too' , do.os .1 OW 3.37ARS5' 3- itJm 1� NO 373j lff �� t26• GOYETRIC VIEW DETAIL A L-2.00I ROU/MD CORNER a 0" OF PANEL'S 19A DO LIP W/ HEMMED EDGE. O 'h. HEADER O3 'U' HEADER O4 AML ANGLE WITH SWO ® NANGLE► WITH r ---I m(".T.S) OM" .3e-yF— snip DET, 71-1/14 A 2/14 34• (-_ r __ 3110• t.407ti.0a3• .atS'J ,rA HHI,U FOR 'O,EA,AP e6Y 1 - 1•..q5' Tr 0 KEY HOLE WASHER I-Oar 0�Lpoxy��WA1?F-.0a4• vABtE a Man. Ir ISO ,775 J I --) ,Eo oc NUT 2'X7'Xi X ALTMVWM V. MBE ,TWO NUT W/OU ALUMINUM MQU MONOLITHIC W/( ADDITIONAL • 7/Y.d/a• W0 atTa a NIGKE PLAIm ETei.). — YT.N'wGi nu co OF w-ew CONCRETE Dow�� sass" ON "M a a » E Q78 a• `E1MINOH•• » an" ►awft I CONCRETE suo" I \ I a 1 I .AM 1 1 I a `. ;'"' a OAK ; 1 I , � III wo POURED 1 Co. 1 / 1 $AM "°" • I I calN0te1P16xTEP ao't•iR 1 CONCRETE BI= OWR-IN oR TMIOYOL,, PLUS OR OF OF CONCRETE mu am S Ri6• 6 0) ell Swarm 0 1"Nom 0) ��ppFE SCALE 7/B-1 -- PQ F2aIp71GDpB7•'G • NEW 1' WIDE . WAIES . 1/B• f THU ALUM. TUBE ON t' . j -_M� / P.T. WOW PLATE SPACER IND e NEW I• WOE . VANES. I/r ALUM. TURF OR I• . WwES , '--+ PT. WOOD PUTT SPACER ; 1 d I BEHIND TRACK , fMICRL7S ANCHORS , j1 • • (F Bra aiHIaHBH°M »)� 1 i _ AV 1 �ne+c7r L 01 FW4 1BB" T.), 'w-30. 3Nam to M OW .375• S I '•SBS' - AIBR a 12 1/2• Or- r . _ Le 1• 1 1.S7r 1.053- I1.743- 'On.IA00' Oq' 1.O1S• .aPSY - 2.000--_ �'-TIYPJ © "r TRACK ANGLE ® ,j/5' 'F' TRACK Q FLAT PLATED +s441 WITH STIED LOSS• 3� JCEN,�'r'�i' ' - No, 44167 375' ] pitOw FLORIDA WILDING CODE VelocityNurrkone ZDn• a ►Ana11TA t• awe 1pma INC- 10 BABE BALVAMM STEEL S70aM "MOIMI ar K�E�r �H�OyL�2E �ir•'�� . �Ho IIF�HyAF�� eL Cat1EL NSF = _. IT E� IMIOTECn N PRODtICf8, LLC. 7. •0 1 E P.L 1 � — 1 CASE A f0AN1 Q�'99' •Wm .r,wr SCALE 3/19-1- LBeSEE_i.LR1%(RL JWi1 $AL3/1e.1• IN SAW 6I. T ,RM ��WI�, dt,W/Y.�• 1 IiYK , 1 1 r:i•� ,■,rr r 1 m� R 1 1G1L6 S HMI m Y RI R.I�W LD. ■ EOBE DISTANCE WM P•P a a ,a,y (SEE SCHEDULE ON 1 �® "UM LHLANI SHEETS B e 6) J/ TOP • BOTTOM MOUNTINGS CAN SE COMBINED N ANY WAY TO SULT ANY INSTALLATION. xREE , thl LACK .WRmA[ , ILz- IRA CONCRETE BLOCK Y/A OOW OW-01WIN wr , REOLOW. �A T11MW0 NW. )96 sECTtolt x-x BrAM DETAIL FOR SPACERS KOMM AT TOP OR BOTTOM TRACKS ADJACENT TO STI)CCOLA PRODUCT IEVALL:ATION awPOIRT TWO. 20=-a72T.D2 2 2.1 TEST REPORTS,• Large missile Impact load tests were performed under SSTD 12-99 standard as per section IM.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3 r ASTM STM E-330 Teat reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11102 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0210.01-09, dated February 26, 2009, signed and sealed by Edmundo Largoespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 2D1 & 203 as per section 1600.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010. signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13, 2009, Signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as per OC Metallurgical Report No. I OKMA318, dated December 1, 2010 signed and sealed by Jerry Jeciofeno, P.E. as per ASTM E-8. 2,3. STRUCTURAL ENGINEERING CALCULATIONS On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based an rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/1B/10 and 08/27113 (for this revision), signed and Sealed by Walter A. 7111lt, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1809.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on Sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as Indicated on sheets 5, 9, 10,11,13 thru 18 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. a1N1AN� C 67 S OF 7jL 7jfi"t 1 NAL �ArrhenHU+1+M`A 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.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 15 and 18 of IS. of Product Evaluation Document (P.E.D.), drawing No. 20-175. L-MATERIAL.GHARACTERISTICS AND SPECIFICATIONS• Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheen of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A THIN, Jr., P.E. 7.2. Product shalt not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. TOM, Jr., P.E. (Florida License No. 44167), President of n taco, Inc. (Florida CA-0006719). WA,nu D:I TILTECO ADMON RECORDS t P. E. REPORT.2t aALVANIZIO STEEL STORM PANEL t DRWQ 020.170 t 1/4. 2/4, 3/4, 4/4, 5/5, 7/5, 1W/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, sw/11 A 7w/11 3' MAX_ _ ANC.HOIIS: FOR CONCRETE SEE SCHEDOlE ON SEMIS s A,S_-._ r M ,-I'• NIN.Y i FOR WOOD SEE SECTIONS ON SHEETS 10 A 11 _.. _..._�VAX1• ABL'- (--l--T---1-7 77--- J- '17" 'T--- 1-ti_... --T-T--I--.r--7•l--)--1---r--1 4 3.&W6 _ ------------- :0 PANELS��1ififi- �y '•i� BONED PANELS W/ 1/4e-20a1- - -0-155 AS L S. Y.S. BOOT w/ 7/B• . 1/32• r (SEE SECTIONS AS APPLICABLE) D.M.,®,®/�•�� ,: I LMAX -/,/,/, ,/, , •ANN.- MAL 1W/10, 2W/10, 3W/10, 4w/10, 5W/10. ew/11 a 7W/11 6/5 FOR CONCRETE SEE FOR No SEE SECT, DULE f1ON SHEETS S 10e t 8.,,-------------_.� REGULAR STORM PANELS n A Q ELEVATION N.T.S. 2.OT 1/4- Mo. ' OAP a (AIL 04" .1 WHOLE MWLM ' I t/4' ' MAX. OAP INSTALLATION DETAILS FOR REGULAR PANELSaA GA INppTROEp EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES �IF CONCETE K f� -OR EO10RCO'ETf'eLOCR i ppD CONCRETE on CONCRETE BLOCK REQUIRED .�" of f N � "�R 01/ � i---SAW a9)EGULN I iiT_• J' n ANCHORS: FOR CONCRETE SEE SCHEDULE ON $MEET ._.--------- FOR WOOD OF SEL710M ON SHEET 12 75 , I 1 W 1 a Fr wR�a W ! iuuF I}• 2HON L { I II' I I I I A -IM Pew I w1-2o.r ., � I �� � pi;aa,•. _ I L, a-2I.H � L, _ N i i.1041101 - r- - ws.J, ' y 7 •aTs b . EAON • 2 L NJI .EMI ).aWAr - - _� ----} � ;•,erAP � �� ;OHOIAP. I � , i i I I, I � � , ii I ' i � �i ' I i r Son ; I j �! L a, ti 14 coo Ww ]' -C ° BOX* 77Lo MAR 7 I L_.I R�wW'E ANGIw s�A ON Wow .) Es"son"ON 1W1RD OOMI2EE an -REa1,Rm eLDa DIRECT fin *" MOUNTING RcffALLAIM No BKiwE 3 I IF -L-'i 41,WF MAX; • -1 I I 56X ; or t' ; MAx ;3• M.. I• Min. --_.—_-.— !.... D.a,.®40® A70 �11 ANCHORS: FOR CONCRETE es SCHEDULE ON $EET ._-- 1• Mln. _.- J L�/.r,4 .; ,' FOR WOOD SEE SEDt1D116 ON SHEET 12 L IKGULAR STORM SCALE 3/32•. 1/4' MWK. OAP ' I Z.ar ' S.S. IIOLT--. _.l__..1 ORE 0~ -1 WHOLE WIL!" r" WIND NUTJJ CONCRETE: iolmumoon o r.. -'- - CONCRETE ACIw WaT y 1/4• MAX /T L__.. HBO SCHU" ant ZY Pa'» t.- POYIiD OOMCIETE 1 an SECTION A -A ljyA _ �JgA1D DOM [ of BSI �1323/ IIN1M� ECAE , $a'ai iYAaLA... E.D. - moE 015BAI4M (SEE SpEDULE ON TOP A BOTTOM MOUNTINGS CAN BE SHEET B) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 23 Cn Cu O O U .� N 0- O O c .� ca U -a CU 0- to (D = Ca 0Ca cq C c 2-2 t� L Q CU O O 0-0 CD L.L_ p CU > Cn CD_ .Q .0 C/) Q Q Z Z W J N / -tl f1 dti O M V C C�4 � _. Gx C N N C N y C] J O2 CU a2 'J _ Q f17 62 6/ N 'C N C C7 7- C1= • A N r a c � O G. V CIO-t--+ CD ICU O �n C1. � I U CIO L_ w ■ ee� ICU W LU G Z Z Z Q J SHEET NO. SH 1,0. CU ,. aa. WALL AND FLOOR MOUNTING INSTALLATION FOR "`"lmam IDIOM of SPLIT PANELS wOW. MAPS I 11% `I \ 1, ( 4i. A4710'-r J I \ Mn. 1 \ -- ; 1• ♦ . • Am. c I L-WALM : r, t .v 11w eolla I ( ear or MIL r AnUow \ ,• 4r iw a ,/r .-,• M rNairie \ AV,4'r swan arPUMP am 1 , I , 1 j arN.E�V�i -18- rr or yULI-Ipy �+enln e Ya IAALION MAN OU • NFa/eSD /M. Tlr[ IIIRJTON « / aa,area0 w�' u�wsacAIN,■ee I [ eala,At♦ irArr ,� A • •@Tee ■ N �.� -.- re ♦ SE(:TIOM 1 aPAN- .M1e1M AILS M1 L .-IMIiNLWTr[M OIIr711fA 8d{t 3JMt• NOTE: NlAllal EAn ALaO W ewUe,EO r/0 STONE PANELS ON TW ON tOITON fo TNw n o LODOWD AT mr ON SOTIM or DID". (ONE Mla DPOar w/ T11{t TW a NDTW OL UWALLAIM - ALTERNATIVE 1 W WALL: ,/e - 1' raT"L&TM zw SALE- 1/4' - 1• Ilous, 1. INSTALLATIONS ARE ONLY VALID FOR BUILORM WITH A.&D. DESIGN LOADS UP TO +55.5, -72.0 O.t.f. AND PANEL'S LEI(OTH UP TO 8'-8•. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS To BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUw-. TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SINT ANY INSTALLATION. IrraNa�Ira■N■�r•Ir�•luluurNilr�i� I. a B� „i""If' !' oI i ■ �n�•�nr -�nw �nr ■n- any •., cuum rt nose yawnNNI wALL t PLGOR NNOl1NM 1tlSLLlA�+ - AUERNA= Aw NISTAL RUMS _ ALTERMAn Bw (SECTION AT TOP 6 UNITED TO i8S3-87.0 MAX. SCALD 1/r - 1• A.S.D. MEW PRESSURE INATWa) SALE: 1/4' - I- nr „re m • er arwNa fro■i .e0 Oa■O ea INsrAuATNN1 - sEcneNl uW SALD I/e - I' FLORIDA BU WNG CODE fWah Veloaft Nurrlaonr I MAXIMUM A.S.D. DESIGN MAXIMUM PRESSURE RATING (Q.••t•) MD CORRESPONDING PANEL LENGTH NLN SCHEDULE (WED ONLY ran pasia !(Go1rrAllA7larr AS PO 85CI 0 r TIM 10. ON arE1S 4.5 At t) MMMIM_UM A-S-D. • Iata r/ /p1-1M• S.S. Ill a WNW D MW A WAMM v M/4 DESIGN PRESSURE RATING (pARii,) 1ND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS M At tf_Al INNAU INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (me ONLY ►OR PNas(D& ®8r01llAlp!! a PER stanams T Tim T. ON Sam 4 ! W)19 AEM �`.: uCEN,gF •` FLORIDA BUILDING CODE h Votoo I�Mrr/oorLa zone No. 4187 e0°•a"mD "E 20 GAGE GALVANIZED STEEL STORM PANEL. rp N IL GLOBAL PROTECTION PRODUCTS. LLC. E C O w ',am- am - FS INe. ow all. a smw a w, n. So" / AM ^a.4 20-176 a >rAl/arMTwlwE oLAaerny aNsrr Nr PA ' elen a w r /{• Wratm t T,au 0 a T .aaa -n.o >r_s• m r-r 1r,,. a 7/4' uSOUta , Tlau a ! 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I W ro r-r W.. a W. DO" 0 am POIDJM ro HIM= ro1I AIL Mom w I 1 - r� r Mffii, 1. NiSTAILATANS ARE ONLY VALID FOR BUaAlILOS WRH AS.D. DEBNoIa LOADS UP TO +SS-S. -72-0 PSF AND PANELS LENGTH UP TO 8'-8'. 2. FOR NEW WOOD FRAME CONSTRUCTION: w000 MEMBERS TO 8E SOURIERN PINE N0. 2. w/ SPtt11TC DENSITY of 6.56 OR EOUAL. CL/., ooEAAIN TLI o Z� CL wm TOP !BOTTOM MWiRIN65 CAN BE WMBAIED IN ANY WAY TO SUIT ANY INSTALLATION. /eaaw ,r7.�1 O11,-... ILI � •,ItJ ��71..h:�r`:�ri NOTE " a.`L•.n (YW1D ONLY r'011 MIRLt swrals " K PER Nr110N8 1 11wU 10. ON SNeIf! {. 6 ! t) pq Af.D. OO16N YNIMY ANa1NR SA1Oeq loll tD.. 3 1/a• •• • A � 7A/0011 O TM-011► CXII-M RV16WlE rENNi D PMI6YAN: r1AR a000 SET e[E 1,rWta /4 „ AND la FOR wlora TTR a rnoe0 FOR ersraulwaM INTO r000 rRra aaaro. 1N,ewAr ,NaDN ellcela{ AID W/Mr m0E COMM AK eatArm ON 1,e6 iarOlA[. R11 CA IJa 11AN eol0wm an aT4mlu liDlrCt ANaDII MrceO N WUwLreO 7FNC1D eNowN ON Nalml.EE M I,rt rouaaD rAOrDNL Poll t1r o►ilLtgx m a ►oaw14 NmuC® MAceD W WNEo LEND rAcron a1ef1 Ma IS LEa MIN rellllla MA0110 egrATep Poll IASN w,aaN TTPE AT AIA;llar L(arA. AlrlallYPW _ 1p-. we" - Vr. ,/49 ,/41 ,/4•. ._,/r. a sr-aIP _ aa11-N Nola-e wm wrxr araae J s a 7 a ,n a ••,oweNwa a.w.,r (aJ a a a a , a ,n saw oawr w IN , J a +n , ,n • a ,n AWeE n Ilr� rlaWOq r A•t 10 w ,, - - - - r t2�1 r,rra, INSTALLATION DETAILS FOR REGULAR PANELSCt�_dt (l/� INTO EXISTING WOOD STRUCTURES i _ 14-10 PrNnA1Aa rLut 1r,o rwawArt rlus 14-+o rA,tL,wrt PLua o�A. r�/� m / •, I � a 1 .• o.cPcanunori To rood � ; a T �• r� ei/ATtai Y�o COMM wbW NFADDI 17a61PIG wood ,tAO•t � DasrrD rood NrAaq awn wuo • � / \ / arwr auo • � ; j � _ salt /fM10 • tltnllelFD'- ` r e ,M as waoo '1 r � e ,/e a t/r oe \ It` I I NEOUNKD \ I � I � I i 1 I , : aF a�pya ON i i � e[E B�DIfOt• NE aN ; � f � ta[ aamlAx ON i ra r►. rv. �wwwnwl : I Mar. PANf`1 LEIDM Nos Pw1EL LEMON -_. - .... •-:' ,.. Mau 1Wi1 lIIIGfN ,p's-ar,• aa•. ' ('aE1t NOTE +) Tpti-Tan• 46. � (sEE NOTE ,) t� rTtn�',aA6 (9a Notr t) I , f a.nT owaAl -( • aWN. aoa» �--- � edt D;e;• � • I av � I � MAX k , tA�ft � �• I 1 i � I ✓ nrN sai a a " mile rwArt�nwa � � � �ia• j ! a•,4• woos , 14-10 vANELMAa rLte r°a' iY00°- � rlEoua+ED .. Pcrx nA�A*� I +xsn L. �1 � r�D PaartT�,iamN . o n�OalrAo%, , • Nw. \ � i j I M YDwD1N OF PIAIE felt 3/f.t BGIIE 3/8-1' SOME J/M I' MOlxi, 1. NrSTAWTgN4 FOR KTERINTNES W. WW ! SON ONLY VALID FOR 00I11 BUSDRaTr'S NYII, AS.a DESIGN LOADS UP ro +43.8. -48.0 P.s.l. AND PAN0.'s LENGTH UP TO 12•-4` 2. FOR NCO wooD FRAME CONSTRUCTION: wtJoo MEMBERS ro az sounrtRN cLARIOA BUILWNG CODE (High wNN: Nurrfean• Tom PME N0. 1. w/ SPE(SfIC OENSf1Y OF 0.35 OR eouAl. :• NO. 4 ZD t)AOE GALVANIZED STEEL STORY PANEL oN.w er. CAN BE COMBINED MA7''Y�wAVT Two wrr 'v^' '�•'• � _ L _� 11 L 1 E C O a ae. GLOBAL PROTECTKN PRODUCTS, I.LQ. D� INSTALLATION. RIO �OawEKri�itil,' � $ • T(. ti: ,a.� a rrr A aT,w M1o1c tW)re-Tea. ►Arc lrrMr-na7 20-176 w . r.. eN1.i'.r■-w, oNrea X. J. rV./OMYW,/wAE lalla A h�i1T i ►A. elan la p r N � c 0 (� /1 .Q .0 � QCL- a z z w J CD 4 i a CL ial MMIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPON01 10 PANEL 10 To wh CONCRETE Cowcum OW L W. LM& WOOD RATE cu" A cu . FLORIDA WILDW CODE (fth Velocity 20 GLOBAL GLOBAL 0 _ c (:V _Q C r0 r� N m N 'O O 1C � � m � 3 /o �r a, on ra � u u w c a ate•+= C ro c a DNIIaK,[ N1dOr OOrlatla AMaor rpf COIICRCR ANCIgAI. ea Na�lfE ON a,aT tk (at salruE aw (>a NOIaDINx a ra TOLD Salta as fecioN a uaeT Is ALTENIMIE ALTETt1NTE sal 1q� sNar ,.) �-•' L ! tw/ts 1 1 $ LOA $ 1 1 1 $ LaAT,p, $ i INSTALLATION DETAILS FOR OPTION i 1 FOR LIFE SAFETY STORM PANEL SYSTEM iaAlo oaraas 1/1, 2/1, 21�/4 �/4 OR A,/ 1. 2 ! 1W/13 21 r „■, � -- 1'-o T/a'- AT ENo PwEL AT eaD Nrl[L 1/Ay ua aaasa 0 r as w J� ,�. � ,• M. �� E1Llos � � � �. ,ro, , �„ � � INTO EXISTING WOOD STRUCTURES I I -LT _• _ e/e• rL,. ((MASS o I ERAS ��,/ 12 1/2 1TO GLASS I I .agamol n�e�weN ,1-1I-- (.T.___.__...._._--.-_ III TO aCAe I A Ilml INw�a`A+iMmx I � (00 Mrs) � Timl-171 iM� pnrMw " I ,y,q)� TO NOID PANEL _ 2 Mtn r/a8q {TqN-�.� u) f11D • K 1/r 0.D. 7N0. to 1/r 0.0. SEE � SEE I pTE,00N PANEL END PANEL T/4� IIl ffi 1 i � t I N1TUigR PANEL END PANEL r 1e,. (7TaE L T/r Ma i , • �� a , oc � rT- �• -_- � 1 • rw Ji , as Olt 7 � -a•--- 7Naim uL�n ELF I�n aA ®oR B � ti' scNmlNt wsmutE ' � II 00aw1�1pp1 I j OR oaECT NouNT weaaN ANaDN MAa10� AN�oN08 Nau�1 GqR Y... M/aea i � I I � AT aD Mrn` q"10M DETAIL 1 :WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE t i DETAIL 2 : FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) O �• / i I � A�anisaAEJ t/,• �� �m tGtE 7/1r . 1• fCA1L• 3/tf - 1' � � 1 � AT ass rarint7 I ALTERNATIVE 1 ALTERNATIVE 2 {� I � ( i I �I`otnra +/+• MAXIMUM A.S.D. DESIGN PRESSURE RATING (py(N) AND ,r w,,r,.,�.,-,Mrrrr �• >a� CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT n FOR NLIIXIVUM PANEL LENGTH L SCHEDULE � /�•t. � 1'oiw% , ea ��ItP1'1:IIML1>eLl(.•IO sacWDru , .: mA FeN ,_rE sArcTT• NraNu , y I I I /4 2//, 'gIA1, 3/4 a 4/4 � t, z, tAILw/TS t, Z t iw/ts INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES ErsmL DN .Nm +sL I tl •-J ON LiEBM[TYMKI tnuaur a T _ ®r/ Wwi 1N]IMC COIDDIOId TOP t 80YTDM W/ L. � r 1 I AREA W/rD LPE 7tNErY PANELS � LOGT1oN W I6E (� NDI[ IWWIY) . J ,!2' . - '-'--___-- --'-. _.1 •lea -Tto r-r aar.• IAaeur � oa+rawlE AIe7oNe �r I e..l 1... w/orEGILAR�0.TwIdi8 �(� NOT( �iLLO• TArEa11 a /V-aq CNA-a ►A,wala[ IrwE o NrawR Mu � F i Waww Pwa � I r Ea - - ro � � •" /I -___..__.�..__ LTA L_ 1e¢ IICIraIAt am LAST 1w�m• BIDwiOPw aw»D awL m �,E m � To ID m a �TNN Imm 1• DL) as wT 1a FOR wIrADNa TWE . aAao wle iaDN+Aleae aao woad rMSB tl7laPla. � MIS, w1py� � a1A� ALwAr{ K PNOrrlD w RFAI1 Naha[ IIeMY rNC11a11 erAOere Mo IwMlr rat a1eNltt Na elOMlm ON rlr fat0ulL a,aT t•) ►O,Mr Qar71EN •� � (wL WNpNaO IO i/dJtATE I MRi® r N/A N/A N/A 8• N/A 8' N/A 8' N/A 1 ! 2 (TOP) [A. (Aft T7Ar1 ioIC1a10 8N 80BOIAE I�DCI w1alOR BMOIq 8r YL/K1'M M/Dao a•"L ca,lalcle A,rADIr =t / � aR NE110Nm rror earE SS.O, -72A 9• 7• 9' t• !Y t• N' t" W' {• , (•OITOM) 6'-0. OR LESS aloe, w IIatD1AE n f[ rq,pea rAtTolr Gall r1t ar{MllOt ro R rwrlltt 1t0110m e11MNo OrM,m Or10 iALYOR 1N,LL NOT r la{ Tww IaaMp 7PMJIo g O WALL MOUNTING INST LLlTtON WALL ANDFLOOR aMGUNTING INSTALLATION ELEVATION +Ss.D -72.0 a, 6A .A %A r. 7N'�• r. NSA 9. ;A 1' !��)) row WIN ^low �AMaIrS wR � ��� e �! 1 11r 1/Pe SECTION : SALE; 3/0' - 1 � SECTN]N 2 SAIEt 3/W - ,' ®®a• • t ■ ,p e,■. +53.0 -72A � N/A tL/A N/A N/A 6' N/A 1 ! 2 (TOP) T-6 ro s-B Vv 1Aa W q► r 4' 9' 8' S' {' W' r {• 6' , (WOTTOM) Na. Araaa eAsaW 0,) a a a a y rao,Es ON UFe_ SAFLTr stow PA,u A_.,._,r,. slat ,A, A110N � _ _ �� W � `.� �'� , $ e■A. ALTERNATIVE 3 ALTERNATIVE 4 U F. UFE SAFETY STORM PANEL (J'IN K (DATED K AN END PANEL (FNSi OR (AST PANEL) ' (Lqw e.r. a a . OR K AN INTERIOR PANEL (ANY PANEL LDCATAN M BETWEEN ENO PAX 1 aL 101E , �A al,+�+E �'r" Alll W RIOIA ��� UrE SAFETY PANEIW MAY OR MAY NOT 8E rIWTALLW AO.NCEIR ro IIE7wUN MVEIS � AT BO � r�j11A ! •. INurTM� OR OR w ) •M M•E '/ • _ 1 f� ___- _ _ � � _ ..__ 1 1 1/.10.d/a• {po rMtB 811.ro w/ (w/ /0 REOINM iRACN3. t. LrT: wrn 9i0R� PANEL CANfBR a oAJt• wLvwaED STEEL aroaw PANEL K SECTION B-B on" I ate • e/r M rNr Ir r New as . ore • r 1Y laal a or NaQ g PeLE a I ° '�f0i'' ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PER MMPOIKl1Tl (D. SAGEST 2 77i DPGNrq. SGIf 3/32-.1• - TNIMAOr iD[IM7NN ro r00D TIe6 PANEL ALIDwS ITSELF ro BE Nk7a0VED oR INSTALLED i110M THE wsAE or � LENDM 'L' , r rwOINR roar[ 1/a Oa �D � - I. STRUCTURE. � +40.2 -{,.s J• 3• ♦ 1 2• 4 1 2" 2� 1N0A !YG'•p' TU,�/ IIA1E role : aemn ,,,Ae6 for e,oaM ra aANPr 7•"• °R L� CEN WALL MOUNTING INSTALLATION i uiE SAPETr P REWIRES TOP TRACK ro 9E rAAl011EM ! eor1DM T1MDK TO p TILT/ +522 -e{.D 7• 3' 4• I {• 2 (WOTTOM) T-{• ON UIS{ �':'• � �•••'L Ti"Pp aE K PER rN2T 2 of THIS DMwlr.. Y(.�.•:•••••. ?'/p / (WDrrow) ND. 44Te7 ' ALTERNATIVE 1W ....... YC W (p1RON6MIR�ET a MO,TALL20 WAu pl FLOOR MOUNTED iOlLAl11N0 SECTIONS t ! "y� EN_@•, , c +06.0 a2A 2 1/1• 2 1/2' {• J 1 1• 1 7•-a' OR LtS4 a •' 2 ON 11NS . K WELL K DCTA{S 1 ! 1 ON Sltki ,4.+sa.o D 2 T/2• 2 T/r N/A7'-e' ro e'-o' � FLORIDA BUILDING CODE MI V MuMoom 7+enr .. atn. LENOTN role eowinitNr r W. FLORIDA BUILWNG CODE (Nigh Y His one zone N/A N/A 3' J• 2 (WOTTDw) T'-{' ro s•-B• 4 rmi n,em. ele r,. MM. ANCHOR SPACMo Fd1 COMPONENT I) ANCHORAGE AT BOTTOM 6 DNEN ON .aro "L>wa' wc. 20 OIIOE 6N.VAMZED STEEL SIOSY PANEL en y• .. ROR101',: GAGE voK Al11IID STEEL STOIIY PANEL N� � aRa � 20 OAOE ON.VAIptED SiEtt STORY PANEL � M Z lifJ[DIAES 4 1, r1EQ /4. COMPONENT �n MAY K PdIIEANLNr OR II[NDVABIE. S ' • a/a/fw /aanrr "e' � rrnyrr S +,w, -TJA rr wA PANELS IdaN uP TD r-r. PROTECTION PRODUCT$, tLC. was - - I. aarNul,oNe NIL aar raN auona rrM A.S.D. raoN Lam W ro � ST E C O INo. a s SEE DETAAs roll INSTALLATION w+o wood FRAME BIALONas ON s,IEEr 1s. ��'•• IL ECO INe. PROTECTION PRODUCTS, ��p• � AIO PROTECTION PRODUCTS. U.C. DSE p •.,• OR •,. 1 L E C. O eae. ,r, Ew, f1 eam aaa uL n ,Tar s ra KLw woad nMNE cowawDDPOIa .Dos Ttrlaor ro K 3anNre+ �,a,FSSI • • A1.F' �.i M1 �r Z OVAL ti m,• �•• n. m+• ►et Na a. w/ MtlarC a[,IrM W O.e6 aR D71w. t SEE SHEET ♦FOR DETAIL APPLICABLE ro THE NDCESSRY MR THE INSTALLATION OF a a, �,w erse■ wlalr, arXr-Tsls. ►Aw (wMwaO 20-176 pur �,. P. w sw nrr: aN.)rN-Tw 1w1 (aa)lta•4Tar 20-178 Q S Np1. as P. rr M1oR. aaNeae-T4W. on; (aafaw-an 20-178m-rr.s.aNm-aP a, rn-,a SPACERS AT TMCKs INSTALLED ADJACENT AND S[YOND ro ETUOCO/1KXID was•-,r.. a • M-,W atraro N■ a.AorT,e cA-aoouta oMswi 1r: /e ewLgwlart/r1E A A ri 1*, J eA-aooaTu • ,■r •• Ai ,E WL A a. P aar a er r . rraM wr 4. r3. edt/rwMnew/owt A a., ►A. SHEET N0. SH 1.1 ---- ---- - --- -----ANCHORS (SEE SECIXINS ON SHEETS 17. IS, 1s a 20)--.-.. _-... r MAX. 7A/17, glf7, sy»L 3B/17. NB/17. 0/11. r MAK, 1' YN. 6AUI/t9. 71I/19 a UI/W0 �mw/16, 7aw/19 a MM/W /• MN. 0 0 0 0TFI Il I i LL I I I j�'�a lid► i I n ���io' j T^I -T- (ff 4. (SEE SCHEDULE)PANEL - LENGTH %r r 1 1 P i 4, Lipt MAX ��1 L0,1suP- `-Wm NI M VT a Naf 0' MAX. w». w17. M/16 WD/f7. 4AI17. 6B/+9. 3' j1. MIN. wE/T9. 7AW/19 a war/Soi tea/+9. mr/1• a W/30 1• '-------------- ma4m csEE SECTIONS ON SEE1$ t7, 18. 19 a 20)--.-.-__ OPTION j#2 FOR LIFE SAFETY STORM PANELn ELEVATION SCALE 3/Ir-1' ,/r MIA 0r SECTION A -A SCALE 3/1r-1• on 1 . : IN _ . MAXWUM A.S.D. Max. PANEL LENGTH MINNALAM SEPARATION PANEL DESIGN PRESSURE L (ft.) TO GLASS CONDITION RATING (P-8.0 (SEE SECTIONS) +55.0, -72.0 $'-a' 2 3/4' UNBOLTED / t ••0 TAPCp a r O.C. , 4 0 TMOON • r aC. 1 41 T4PLYAN a r 01C. 1 4.0 TAPOON • r O.C. / 1 1 • MN. omAAND / t t YWt it iDmCD ! - / , / ■AT wow • J....�// A W'OOOOwD 1 / IiAOER M. w' m 1 / Al Y __ .i !•� TARS. _-� !` '�� /2. _ TAIL-------( J!m'-I AWL Jill ® iA, m IEm1R19 Mw dM11MN i NIL >S1NWM MR - i' IlOx. Owe w our Dq was ►AII4 IDCTM aSIwto ' 1• MeL I PAN D. m ON am140 .L. (NE MOIL I SEUM) PAFEL LflpM i �' , , ImIINi Ww'N , - - 1 _ _ (SCE NONE I RROSD p � ; ' (� � ( NM I Moo) � �• -'IFS mlm14[._ 1 i---- �•• -- - ELM MIBf IN , ; 1/4•P•-Rd1• L4 Om1AA - ; ,/a'N-2NI• j St. M.S. - -�((-J�y� ! ! ; 1/4-0 ISIID'a -. _-_r _ or 7 I (. �POICTIROww AT FTh ! I IMIDLIOIH or PUTSr r lot' ,_C01ft. - COAT. t/41-2W/43A ML w/ ��I/41-mR3(4:1 MS. w/ } ! 1 0 .IN 1ST . ! 1{{ ' 7 A/32• WINO R ' d r1DEN W » I/Y0.C. 1" I YR•A3/a2 t) NUT •i I � I ; I �t • 19 1/Y OAF:. i I l ' MT wAWml (9[TOID) I 'Il, i I WYId (K?01p) _ 14 _ 11/41 TMCON • r 0.e. 1 i ( 14-0 TA'OOC • r ae. j I , 1 �'11//TAY2P'OOM a r 1 i ll I i 'TWuoaelm W/ PA) !. I W/ RUC) I PDE»Al10N A MOmM { I w 1 1 MIL THREADED } r l l YN. t1MrADED I I OF NYAI[ %wai DM AT MOM M I DpN AT pOD ImrD1N i : • IRATE N' Tom RATE of Amor RATE i WOOD RATE L_-__-..._ 2]d wODO RATE `- AmH -RIAUAIED I A M= W S 3/r.1 • SCALE 3,w.,• WALL �I sCALE 3/r-t' SCAE 3/r.1• T E. ..K[/1 rG� ttl?: �Eµ� .. II/LJATIONS AN ONLY AMIA RA IWANAt RN A.LD. DOW LOADS 3: J FLORIDA MILLOWIC CODE NO Velcally Nunlaan up To +S", -720 PI Am PAEL s LINOM up W r-r. �• 4 t * •"°0 T'•'m0. 41C 20 WOE GALVANIZED STEEL STORM PANEL N !. ow NO. WOOD FRAME COIIS,IIIC1or WOOD Mum. TO e< SOUTHERN - T rrE Na 2, w/ 1R[CFIC otlln/ a oJl6 a DOIWM. B, 1 ,! w '� PROT cm PpODUCm LAC. ~I INSTAUATION DETAILS FOR OPTION Al FOR LIFE SAFM STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1! 1/i•NIPOON wICN011s +I�T +�• �^--• `r D.C.'ANCHORS i.._ i'r TAPCON ANnaR6 R oustD OR CON coMICRETE. Po1IiD OOIACIE7[, hl"111" PQ1R® OdltlYf{ �_ BLOCK peoLonI 3 0 Kamm IL or (Lr- '. i raAM r I �'�tlOrt bl� , '�NML '• , i �j �� N. I , 0 10 �m � 1 I i NAME a Dom- GLASS I I 1 I i /! / I • / !/ j .0 ~ E�• �I• / o '. 1 C.D. ED.• P-3 a(4 La ILL w/ I/2' ^ T 4 r-m i r NUT WARNER (- /9'0aT/32( WRNI NUT WAS" 3/3R' j WAR1!'N • Art ! • 12 1/W' O.C. I (KYM) 12 1 /2-O.C. Nur 1RMWR NEYOND) I-- 1 4' IAPCON AAM3IORs i 1/4• TAPCON ANCHORS 1 4 TAPCOM ANCHORS 1/a• TARM _...--- W4 T/E' aC.4�AI(R!''•�ac. 1 '�4 1/1' D.C. qM ,_�p�RNKp (•R••••RED W/ s+w) (arA9Riaro w/ snD) • 4 ,/Y o.c 011 oONCRET�'[ sLoeN L---mjm CONCRETE RDCN - OR CORNS I'C'sLoeN t._-.011 MICRE7[ �Lm TRIALLIK �AU JrALL yfALLM0111109. ,•lLJel�l! )dAtLYQ_ lainm IL UffmamAms. AURAPANKI SCALE 3/6'- I* so" 3/a•-+' SIALA 3/R�1' SCALE 3/6•.1 t/41 SA ama M ItI • m TIO 4PNipM ttrt ! FOR StI41I111011 NIo 000 IIIB A wla r 4AWM IMIr eN RARE 911IL01p. Fww AtIMI1 TT•P : 'EM'Aa : •W 7mROMM►m SO O NE RN Ea Leo MN oemn a aNmM ot.r w 9A1 , v FLORIDA BW.DIiIO CODE Vsl Nun SCIBRAS F MM MOTOR SNWOII al INATWL7M0 sNVAa I/IIN a fof9uE BY MC FOU440 FACTORS TOR DNL = 1J0. '� * •Rm x,MCa aC 20 Q% DALVAN2E0 PEEL STORY PARRIES y' ' aWe s• - RaOR 1 1 opomm to m PONOLL Rm1AWD __.-.- -.... _...'~. - •� Cam_` Wt171 *no= um FACTOR 11NL no Um 10" MPMU 'am M-!�..____-- - 1°0 - - _ r QL0UL MTECTNJN PItODIICI'S. LAC. ---y� ' II• E C O '-�+O TOM EACH TmINS R m%" a'-_---.... .-_---.' .' _ . _.. _. _ - . p1`1� IYa. 4No Lw. N w,YT �ICRe: •::'4. Rw. - r IIIW01 INNN R1ab OY4INreTw rY•.' NR.1M.-nn MS 1/�4'M. N 17 DONI. �] A? MVM M OF PLATE I UK WALE 3/6'-1• 21DJZi t. USTALJGVIOI/s Aft ONLY WAUD FOR N IDIGS WTM A.S.O. MAIN WADS I R6 UP TO +35.5. -n.0 PAND PAN•LENOM 9 LP TO '-r. 2. FOR NEW WOOD FNAIE CONSTRUCTION: WOOD MEMBERS TO BE SOURENN PALE No. 2. N/ wcom boom of Om OR EDAL a r D.C. W / 9• 01C, THNEAM WOOS wooD HEAnER REOIAREO'-- W. SwArmm 10 sumou ; _ 4':�i `) on N I i ASS Et/A'-2Dxt' -'V' ; PANEL LENm11 (SEE ALOE / �OMO � I 7MR . 3/32' WO16 NUF � xi 11 it i i � I "r '6 x 3/32' TONG NO COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS r 24 L9Q NOR 2 SaaT (SCALE 1/2-1") ENr1• TALI t'/24 / 4'/24 w an vN ®• ONE NEE 2 tALM y ur 2/24 P, r_...._.2py,•__.-.-, • EaACH M11y.;�M0'•x V/24 tom ao a soup* FORmmm 1• Yh OOiRR moom .W 3' MaR a OWQam _.._.. �i------ _._6..I -77-� �•1 �.i' �• E)1�• No, 1rsr2.591• me or__a66'(TOTAL Wp)_2250' 12.1w R7FECRE .! - .�•' i 2JOD• .OTT• 1 \IF! T TYP Ta►• I j (LOW MM "m Mom. 3 i3t' i 2.600' _ -�- _ iM % i• YYrr - }-.- ^; TI W R 1• IMP. �� �itBlMi A-NImmam � EDD[ • 7' �R �1y + 2.24•• i I0OIE L L . MILa fMRDI1WN WvaJ URWIa NIB) aaBmli P�J14) RiW,�r' I PAMRi (dB ^WELT I 1 j G E OVOE SO, MmMA RETAIL LJ / ; -A I I SE S . EREOp 3' • 4 I 11•i - 6-0 OALV. + ! 1 1 T t -------------------------- Q STORM PARA- ANEL - Il 1 REViR90 rhr TRACK © REVERSM wUr TRACK i. Ulu. Ulm[ a _... a aIHSLT HOUR Dom mWWD --_. RIMMate,'�. Ir 1//M•I _ PANEL s tNp u \"� ,. I as NOTE 4 •Ear.. rON aawIR3E ANOOm >a w/ I1EBr0 ma.' \. --' 700''-- r Yh ,RX am/om 6mS1 MIRY m 1' Yw ��"o EPM ® ® (� NAB A7 C{T . P'•IwMAi' !0. 2!J' a W/ a w • WYII NiOMYms K PRCCNp9 �rA�d1 • ' fMETTO. of �A W " L- NM 1MIOLE q :AGUMI[ NSMLATIOII W MITEIMD R • NSDLLED /SOH TYPICAL ELEVATION FOR126' 126' w ww'ww M'mm FROM _ NeNE or snncvu . SINS t ow . t t-� '' i- a'• 3.750• �- IAr MAL w t-1/r M .. w t/•• w. WM VA. M. w i iSe!NO ISOMETRIC VIEW S OF PAN A 2.tioo �' 2a0o 1 °A®•v us W/W ®® SECTION ROUNDED CORNER • ENDS a PANELS - END UP w/ """ COOL I ' � .7D'.O• (N.Ts) L_. 1 ..l.t2s• SEC'f10N A -A 0 WALE ww - v HANIII STORM PANEL SMU CONSWM OF PANEL )ID1Ei.: (T) OEER1010EI OLBEfiF3 1em; E - 2TRACKS AT TOP A, PARELIANTE PLUS ON Ir LOND + w r r • (1). KVA= Or SERIES 2000: E - Z II" STORM PANEL SYSTEM CONSISTING OF PARR + (2)• END PAFRLB SfINl ALWAYS (L' i SOTTO TO PANDU6 WALL M MEANS OF O TUCK O © 2 ,,._V ` •,,,u •� r Call TRACKS O ! BOTTOM. PAw1M1ATEs OR. K USED Y w/ 16 LONE Q7 TICK a END PANELS H- 1 ►iEIE.L.ormm..Asr�i W. . .SNCAROM AT TOP COf SUCH �B�OEfOM TIMOE O7M[RMSE A 6TOP BAN SWL. K COgwra MR Olt iECFEp TO W f/41-2D+3 Erpop 7 -11 t25• BOBI-TB ANRe. ALLDY (3). K LND PMEL4 AIE TO �OTIOM TMCN. COMECTION BALL CONSIST OF 0[SCIOBED ONI/4'R-;p.i �. 1'INAIESCRf� /TO TAPPED As 141-m..3/4• Y.i w 7 0R3132 IIING MUE OR 1/1'pJ_f4' Mn. MLwasc EW (3). FOR CASES WHEN END ( PANELS ARE ICE ,IOR/ILY N/ lr lA1p 7MC,J(.® AT TAPPED BO?TOM T10N ai FAS7DEAS r 6E AT EITHER OF TWO )(FTOCC t1011' 00 PANELS ARE NOT COMECCED TO BO'TOY TRACK (v lE sw WE MEAN MT RANGES OF EEO PANE.. QJ .0" K PRO NDEO AT TOP Or tUCN PFNEIf. (4). N CAN THAT TO PANELA ARE NOT GOIIEC7ED 10 BOTTOM TRACE 0.s. A STOP TRACKBAR (4). FOR MWALLATU s WHEMAY BE UNEDEOXOSIMLY �13A//A�D+ywOW-P+ASEQ�LjS NO SM INTENDS PM14s ME DIRECTLY ONLY 1 �p 10BOTTOM TRACK HMO OOCCUft ATMOUNTED TO PA1EL LOCATION.. ' 'BOTIOMAA/ELS NUT HI[EG MSPRCTNON � m ON TITHER( U K3ISTMIED } INDICA ON NMI �SA;•A,; T �, (5). SEE SECTION 1'. 3' • 4. ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 2s. / /F�y�yNO� n0' .�' R».) NUT HEED TO St CE. FOR 10, sOEANY PANEL tISEp QEr W GOES 'CFI •�: CEN:••.;�� A: 1J4jT "NOW OIERLAPS RETAs m BY LErr a aoMO sloE a 1diERo1R PANEL) NAME L lV : No. 44167 3k:' VCEN ' • FLORIDA BULLING CODE h VOA Tt mkons J i_ _ # FLORIDA 11111.0.011140 CODE h Volcoft Nurrkans Zw I OF Ism, "Am NIT:o. 4 167 OOM VLNM INC. 20 WOE WLVANZED STEEL STORY PANEL DAMF. 1.--3• Mm,.� '�•' 20 WOE DALVANREO STEEL STORM PANT tlWtt 6c O 3' 3r(MBY ALUM. ANGLE ® %.-- IL �.MOINa.CLOUL PROTECTION ���' am �ORI ! CLOW PROTECT1tI11 SmSryF�a •7/I xr...�,A� ARAR hs NAL 4Mm MJr. N 91NET STA OF I L I: C O INa. ,,,M a "� �• a 11' LONG Nu r a„ NOW ON)MI-7N4 FAR, (0M)MM04M 20•-17/ ' O,c' . IEYD 0 YMe a ap'rl s»1a 0063-T5 Mum. ALLOY / M.., ar.rr.I.Ia WYR. FL av/4 ryA / as Ir wYa waNO (a•)•-TaM Wk Ws•Jm0••IJR ZO- o.•amRr �`UN ` 6 FYI., WIFwit: °"•n•MN . . NMMI P.C. MM./OaMAR/DaE s OWOMI "Y 1 L A ,N„ rt 91Yt M A AF. A- - omnIo _ iI�I�>i7��1�3i•I;Z•73ir• . • : �-�1��� y • ; .. ' .. �f!- � .. POURED CONCRETE _- OR CONCRETE IILOCR I INlWEO I E • • - l II ! 1 ' I M 9F FO.MW. 1- ypi 1 tat I, • I ! i a 1 i 1 I 1 ! I i I � � ' I , I �..., i4-t0•P ►ANLIIMT[ PWR N/ i• 6 1/4' O.C. aRR CK WALE 3/B•-1' 1/41 1N: » a m Apt lm . AIom TWB V~ Vo o P INTO W 1PFi0NM N4SfAIAA101S Nro 9000 rA AImIA WOeRr 7 a U HWE I NOICI OIMN AA CII R 61001 AM YMINw m6[ pWIMICR MIL N10101tTHA ON T00 •NM0WQ OI•..Y W 7 a f a ,n MO LE RIt Lm6 RASP r11CIm a WwANxt rrrx ttxw OJ BONSI C% NUUMAAs sme AIIDIOR ON SC BY M1 I WAIN iK71[pA[ ARILm RROC EFAm F N Rt muBE OW"XMK RII To *9 m M RmuO Iugm = # _ UM FACI01t 61I4L NOT N=*aTOR U"ra I 2 1/M• - - um TWA No" m LIST 11MN MMMM fPACMM RIKJNO IN MCN ANOlall MVP[ a tMM 2emn= -------------- T IM t40 71 - I , MI N I G � Ir i 1 _ lx ` I, i m' I 914-tr0 PANDAIM FLUR w/ (wroa 7 . 3/3r WINO Nur NA�1 -.. OOMCWLTE BLOC II MIXAMED WALL MgM 1II11ALLAIlGti • LIFE SAFETY PANEL SCALE Vr-+' DB2EEaeL MEIB3es 11BLID E-2 IIAIED 121e1Y1 PY9E1 sysrE6E 1. E-Z WM STORY PANEL SON ON THIS PRODUCT EVALUATION COW" (P.LD•) INS BEEN VERIFIED FOR COYPIJANCE N 9.1) WARN EMBEDMENT OF TAPCON MACH= MID PANUMn FEMALE D At PAN ELYATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7t11 EDITION) OF THE RONDA BUILDING CODE. BLACK SMALL K 1 1/4•. DESIGN WIND LOADS ON" BE DERMNI ED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. 0.2) ►WMUAI EMBEDMENT OF 1/41 x 7/r CALK -IN ANCHORS BALL BE IS 7/8' INTO CONCRETE. FOR A WIND SPEED AS REOt1I BY THE OHM THESE SHUTTERS WILL K NSTALLM AND N0 EMBEDMENT KID ANY FINISH MATERIAL SHALL I E PERMITTED. gI%D1CRON FOR A CIRECTIONALIIL' FACtOR KO.O.Bs. UBINC ASDE 7-1$ AND SMALL NOT EXCEED THE NAXNALIM (ACT .) 1/4- 0-20 SS SCEYYIX E' BOLTS USED SMALL BE LOWNW(TAN NMftLD Y FaaiHl MATERIAL. EXIST) TO DESIGN PRESSURE RATINGS INDICATED ONSHEERS 25 At 26. ENGAGE 3/4' ONTO ANCHORS. N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS KYON04EED PER ASCE 7-10 SMALL BE FIRST REDUCED TO A.S.D. CUM WIND WAGS 91 MULTIPLYING TNO4 BY 0.6 N ORO" TO &3) N CUE "I PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXWINO WALL TO COMPARE THESE W/ MAX. (AS.D) OCSKIN PRESSURE RATINGS INDICATED ON $HIM 25 /, 20. ANCHORS SHALL K LAND ENOUGH To REACH THE MAN STRUCTURE BEHWD SUCH PANELS. AHC*MW BALL BE AS MOTIONED N 9.1) AND wl 11.2). N ORDER TO VERIFY TINT COMPONENTS AND ANCHORS ON THIS P.E.D. AS IES, WERE NOT OYM STRESSED. A 33X INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS NM USED N THEIR ANALYSIS. FASTENERS SPACING TO WOOD IIAS BEEN DETERMINED N ACCORDANCE WITH N.D.S. 2015, (C) AN0,10111111 �. BE INSTATED FOLLOWING ALL OF TMY R[COMIMP DAWNS MA SPECIFICATIONS OF THE ANCHOKS MANUFSTORM PANEL'S ADEDUA Y FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VEMED N ACCORDANCE WON SECTION 1626 OF THE ABODE MENTIONED CODE AS PER FENESIWATIN TISING WORATOM, INC. REPORT 12W2. AS PROTOCOL$ TAS-201. it. IT SHALL K THE REW"SSRLM' OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE 04M SITTER TAS-202 AND TAS-203. 4 TOINSM PROPER MCCIORAOE. THIS SHUTTER SILL ONLY K ATTACHED TO CONCREM BLOCK K ATTACHEDB11TO 2. 1165 SYSTEM INS BEEN OESIONED TO K INSTALLED ON TIE OITSDE Di 1I[ OP[WMp Atl%SSIp THE oi'ERIIG FROM TALE ICs. INSIDE W/O THE IRE 0I A tA00[R OR LIFT. THS AP►LMAtIOM S vRLD WHEN INSTALlA110C S INTENDED f0 K PERFORMIED 12. THE INSTALLATION CONTRACTOR 4 TO SEAL/GWLX ALL SHUTTER COMPONENT EDGES 04CH REMAIN N CONi MOO FROM TIRE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIND/MN INTRUSION. GWLX AND SM SOURER TRACKS AL AROUND FLA.L LDWK I SERIES IWO NSTALLAIION S APPLICABLE TO SWU AND DOUBIF HUNG STYLE WINDOWS WHEN NWALLAIM IS REOOMED TO K "WORMED FROM THE NSIOE of STRULTURE. 13. STORY PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN TM DRAW W; PLUS ANY SALOW AND ZOW40 REGULATIONS PROVIDED BY THE JUIUSIDICTION WHERE PERMIT IS APPLIED TO. 4. SUM 2000 INSTALLATION S APPLICABLE 10 SINGLE AND OMM HOUND AND HORIZONTAL SUDERS SALE WINDOWS WHEN INSTALLATION S RECURRED TO BE MIMED FROM THE INSIDE OF STRUCTURE 14, ATRIUM W940M AND CO(7R5, W. E - Z NAM STORM PANEL SYSTEM- S POW POOH 5. ALL ALUMINUM EXTRUSIONS TO SE 6063-11 ALLOY AND TEAPER. (UNLESS OTMERWW NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS DMOCER S GE71ERC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: iA. WHERE THE SITE CONDITIONS OEAATE FROM THE P.E.D. 6. ALL ALUMINUM SHEET METAL USED AT CYAS MS SHALL HAVE 3I05-H14 ALLOY. (0) CONTRACTOR TO BE RESPONSIBLE FOR THE $ELECTION. PURCHASE AND RISTALLAIM MUDNQ LIFE SAFETY OF 7. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL OUALJTY STQL. ASTM A-653 GRADE 50 Nn., GALVANIZED STEEL TINS PRODUCT BASED ON INS P.Ea PROM HE/SHE DOES NOT DEVNTE FROM THE CONOOIONS DETAILED ON DESIGNATION W/FY. 50.5 III (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE S THE CONT%CTORY RESPONSIBILITY & ALL SCREWS TO SE STAMM STEEL 304 OR 316 AS SERFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON (0) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED WOW K MOCKED. 50015 W/ 50 IM YIELD STRENGTH AND 90 1M TENSILE STRENGTH a SHWA COMPLY W/ FLORIDA BUILONG CODE SECTION 2411.3.3.4. (0) SITE RF'ECIIC PROJiCTS SMALL K PREPARED By A ROIDA REDSIEIED ENIiR/EER OR ARCMTCCr tRHICM wL1 9. BOLTS TO SE ASAP A-307 GALVANIZED STEEL OR AS, 304 SERIES STAINLESS STEEL, WITH 36 km MINIMUM YEW STRENOTH. tECpIE THE flIONEER OF RECORD (E.O.R.) TOR THIS PROTECT AND WHO WILL K RESPONSIBLE FOR ?HIE PROPER 11SE OF TIE P.E.O. ENGINEER OF RECORD ACTING A9 A DELEGATED ENGINEER TO THE P.E.D. [NGHLER. 9N4L 10. ANCHORS TO WALL SMALL SE AS FOLLOWS: SUBMIT TO IRS LATTER THE SITE PECTIC CMWWM FOR M!VEN. (/) Te EY67/A6 pOAEe CON[RkT[• (.) THIS P.E.O. SNLL BFJJI THE OATE AND ORIGINAL SEAL. AND RONMtRE OF THE PROFESSIONAL ENOMEDR or - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY LT.W. RAM. INC, (MIL f'e-3192 p RA.) RECORD THAT PREPARED IT. - 1/4• • z 7/B• OAIX-M AN(3IOI15. AS MAR1FAt:11111ED BY OLIIA.T NC. (YIN. re-JD00 0-R•L) 16. STORM PANEL WRIFALTLRERY LABEL SMALL SE LOCATED ON A READILY VOW LOCATION AT STORY PANEL IN - 1 14-10 PANELMATE FEMALE D a PA ELAMTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ACCORDANCE BE PLACED MReMiRr aPEUHD. OF FLORIDA BUILOM �MRLDRIO (re-s35(1 PAL) LAM TO COY`NT'PLYY WITH SECTION 17709.99 22 OF THE FLawDA.03 COOL Al) m1MRM EMBEDMENT OF TAPCON ANCHORS ALTO POURED CONCRETE SMALL SE 1 3/4' AND 2- FOR PAMRMAR ►(MALE IO At PANIUMIE PLUS. A2) MINIMUM EMBEDMENT OF t/4.0 X 7/6' CMA-N ANCHORS SILL SE S 7/6' INTO CONCRETE. NO EMBEDMENT INTO MY FINISH MATERIAL SMALL BE PERMITTED. t/4' 0-20 SS SCMX BOLTS USED SHALL BE LAND ENOUOFI(SH OULD ANY FINISH MATMAL Cam TO ENGAGE 3/4' ALTO ANCHOIIS. ":.r!�c/ A3) N CBE THAT RPRECASTSIML STONE. PRECAST CONCRETE H THE IN PAVERS 6E FOUND ON U THE EXISTING WILL OR FLOOR ANCHORS STALL K LONG ENOtpH 1O TOUCH THE MAN StRI1C1URE BEHIND SUCH PANEL$, ANCAIOUIGC SMALL % �: ,CEN,�:••.!�► K AS MENIOIED IN Al) AND IN AZ). No. 44147 (9) m Lernm J:eAAK2MTI qa WAS.. - 1/4- 0 UPCCN ANCHORS AS MANUFACTUNED BY I.T.W. MOLDERS INC, FLORIDA BUILDINO CODE h Vsloe Nurrlaans - 1/4' 0 X 7/8' CALK -IN ANCHORS. AS MNFUFACIUIED BY DEMY INC. (rm-1500 pR.I. w»m n • �tf a. Me 20 - ` • 20 DACE GALVANIZED STEEL STaw PANEL - /14-10 PANEIANTE FEMALE DND APANRMATE PLUS ANCHORED. AS MANUFACTURED BY ELam CO CONSTRUCTION PIR000CTS(rm.2071 PRQ A,AI .. INSTALLATION QUM FOR SERIES 2000 AND 1000 E-Z HANG STORM Pp pPANELMINTO POURED CONCRETE OR CONCRETE BLOCK Iml'IIM°RA1W,R . 4 er EtWm�i WAF woman�-, --G"�oSC`d �la6wT as 1, � �_7� AdW I i I 5 I 1 I I I ! I N I i 1 I 1 1 T'ILIT- I I ; 1 a w'Aw"Em I S 11LW.w SIM ELF! Lb g 1 I _ I Ir I L Ayr �. MiIIJOw/N�ila yja F VIA, i•M/Ra/ p� y, WALL AND INRECT WPM DIM, v a/a 0 9oNt 1 •DUE �y+p8 'lowEaN >, SMs Am WQaa/aM,N,a,, FAMOWA OM Hat 4 AA. i®a1OIm'a TO 2 t vnFo•t w0 (,y �7/i NwIJMOM tm a Wow '&8 1MJ1.•T7 y I--, - ® O 10PRmAUATBi ANt' :-,mar .M J� m . aMl DIMMER (1R 9CIE611[ A N -tn O� U c o 0 c .0 cacn �� a� a� =3 CU U O co " rn c L U- o � a) � E 0 .� cn '� 0 Q ^ i !01 aA Ra T W CLo n O (� Li C 17..r- m U N fl m ac N LA_ a m o ... In N S N Y d C, w to 4 3 w 3 • � c3 as C O � to d .a fC c_ o w cn �+ v ) co CL CL N� U cu 0 ELL ■ BBBBBBBBBBI C/ / cu LLJ Q Z Z Q J d SHEET NO. S1.2 .. H i,.m, .. 3•. Baff"1.•l . l ...• •II... . ILaawN AB D. Ala (sM� 10 OLMI 1 p1 AMfIC 10 .N.a -7L3 W OR LEDs 2 S/lr 9oltm • i', 1•. r, 11. TV a 3-W ♦66A -76a 70• opt LOS 2 7/0' IOLIM • 4• IN 4'10 / t .-r - N,.0 a NNONW AT OVERLAP a 40R OF FMQ UENUM IF ISO 11 V41 11, U1 . _1. •qi •.- 1..•, as ®� Asa. WONT ACHOM WOODS FOR L a . 3 1/2' •• NWJCNU 10 ANY Oampiam uMOM " P U,E M 4}. 1Mo01r tlUhw, PN[IrAiE rDMLE o MADM°E w9 10 OOHOIIOE10 =117E 70NIO OOEIE To Comm= 10 COHIOETa 10 -I,or11KY BB.C. -75.3 12' N/A 12• N/A 12' 1 N/A 12• N/A V a 2• (TOP) 70. OR lEtis 11• 3'• 10• 3• 51 4• S• 4- '• �) 12• J' 12' S' I' 9' B' M , B01TOM) N/A N/A N/A N/A N/A NIA 12 1/2' I t, 2' (BOTTOM) r W/AB t/2 ♦ 11• (TOP) 12• N/A 12• N/A 9 1/r N/A • 1/2 N/A Y (BOTTOM) 12' N/A 12• N/A 12' N/A 12' N/A 1' (TOP) TII' r lY 9 1/2' 12' It- 12- It- 4' (9D170M) t LIMITED To NLO 1s.1. ASA. OEM PRESSURE RAt10. a Q am a FOR AOCHOM TINE a IR CM IN odmux m NO am FMW AVDa4 mmm ANCHOR VAC M9 MO A DIM oDOINaE AM NOC41m ON 710 2040AL FOR ED. I= THAN ROOM ON sammu MOLE Ala1011 SPACING or NLIRVM NMONO ■Opl ON aaNmuc N M FOLLOWS FACTOR FOR IRA OFOMI1011 10 M POMML TOM= AAOM OErAOM USINGFACTORSMAIA 00T M LET[ WAN Wow VWNAO NBaNm FO IOW MIND TINE M AIL1W ISIAa 7M 1/41. 1 4-. 1 r• 1/4% "WPM aWI a M A °MNaN I IA so a wo awHw+100 11-4 BAP 3 3 ) 3 3 3 In 3 1/1 4 AGAR M pu Wong19GIOR It - O r Im tm I q t tm tm I IEOI31E3 TIN. INSTANCE 9E'iTIQN BOR10M OF ►Nil 1 1/2, ARID To BE lIr NOR. I ++ IEOUIPES MIA, OMTANCE BETWEEN BORON or PAALL AND ® TO MI 3/10' 3/1{• Mml. COMPONENTS FOR REGULAR UFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2.1') ... 12.500• (VPEGPNE WOrH).. .-- - -- ---I .,ss• I _ 70, axa3 v r-..--- a 1/4• (Two.)----__-... //�F� I .Txb' OI Amout a 00 a '1/4. ,.JOD• 1.3bo'"j r'.7-t.300'--� ;I.SW 1a' j ' / (RAW M M MMMO ♦A A aoH' NML T,NIaI I s F-, h •, •/� 3.3`73• j 1.6i1• 1. -'4 Moo"" °1L1AUW armAV Aw TYP. 1 �,2.000' j j.OB4• ` _,,Air •K _ 391E I ---BETAL A 0-aDpCAL1°V AN K EGGS/ x.125' .ON• L'-/3pp'-.I (IMP•) ---- - ----- 1�. ®STORY PANEL ( I.�o onAa A- 2Doo _-- FAF16S SMAMALL M N6TMAm MIWY9-.--1JQ'- /'a'Do M LEFT WEE 10 SONY OF FARM. O WNN HEADER U3 NF" TRACK O4 e�U WITH STUD 7Yr 1Q mM 0.024" DOM) AWELS so LAP �- i__ -dF irwa O&VAMm SIEp W A .1 i....... _J I L v 3W , IV iIi meE lO.HM' (- -1 - - PARR • 407* n �R.•AfY � i t I oafs o.xs0'0 --xx•o' -� o �, ISOI� VIEW DETAIL A +i33.1_._ xT° I -"TAD OR 2�' D ROUNDED CORNEA • ENDS OF PANW9 F - 1s .OM• J ' L ....... 9 x-37r END UP W/ HEMMED EDGE. � ... 013', 1w I (N.T.S) a76'_L O to. SCRIM I ! mM a ArIR �-I 2.500 ( 01 J7Ir ry SU KEY NOLE WASHER 3.750' �2, I (M.)- 7 3105-MIS4 ALUM. RLLDY © KEY �Qjj AT PANEL-.700.7 .Bt3• .a¢ SEE, S FOI Ammo m. _._..� 2'TF .).7sr UWTAWN5 r HAM LENGTH s 1 1•. A .091' r ONLY WLC rat OWA"7 06 A M 1]50 l sro O m DINE 2 • mP.) L .tr i W000 aWIucnMEt -A63 `-R 120• 2. A IaLI` 1.00y O7 REV. "Ha HEADER O •Ua HERDER O- -_ • ' 1 ION. ro s• WIN.----•• ® SL�EEVE 1 W� IIAX. ---2.000•- • J e�r-S & O etlGld O1 aj' TRACT( 1© PAHEL mm .74• r-----'3D0•--�- �PA.TI(4l (1 1," WIDE) .i (UI3E ONLY FOR E-2 TANG STOW PANEL .47r 276• r YA 7 ' VC A l' .7 SYSTEM) 6053-T9 ALUM. ALLOY a •r I t t, + I.L2p Mo' - N0.44167 FLORIDA BURRING CODE No° h V Mirr1cam Zone) III IN. ' + I 723 4, °0B I Wit' ►WL • STATE OF 4Mp tal9oa 24 GABE GALVMNZFD STEEL STCTIY PANEL pWWF,'N No (TYP) 17 SEE SECn= - .M « a3• • f _ 2•••'-- WN. 1:� PROTECTION PIIOOUCfS. TLC. N/Nur�EI IL ECOINB. N� stw aa. e ® DAM. nr TOM BUILD -OMIT Or ©4 anLD-OUT ar TRACK 1© t . s.E 5Mw)•F-Tw nM lWN)w I797 2OWWr Nr Tp-ftM •DUST! (2MMC 3 ALLOY) r.s. mW/MGWPAVAME WWtq 'a. ri • a,u7 I v W SHEETS a ""Guam Q L7011O1E7E BLOC( IEOUMEO. vasnNo � CO. CONCRETE MAX. CONCRETE AICIRORi __._' --'"'------) (SEE WHEDILE ON 94EEM 9 THROUGH 10) E�I9s�_1�� y11 Eb. -�/4�•.a0.11 I i IOLA 1 ._: - - •: MIL 1 -) .Fat �• PANEL LENGTH _ 9 mmm �Q ' (SEEON ZCIHImILE SOV 10 DAYS. I �:l I (SEE SCHEDULET3)Box B CR 9N1[R 3) P. 1 1 1 CONCRETE ANCHOIL._ \ \` )OR SLAB (S EE[n. S $ THRO G 10) CONDITION IED smem 9 THROUGH 10) CEILING MOLINVING SCALE 3/6-1' CONCRETE LOCATION MILE ON YINOLOH 10) DSATE LEG --�,• HOL trrMH IIAO ii aANla Wr as a 1 /r aW.l• LL M4 N Nn HS tI I/Y OIL PANEL URMH 1 (SEE sCE01LE 1 I L TO aeN�A""'IO m 1 ON 70 y� 1• ON GLASS. i u�iFtn r i o )O[[NOU31)E 1 J/WN •sFvstin MR 10 OW 1 ..90.p_ _ ly® UPON am 71-40 PANEL LENGTH raw ! ---_--___ ON SHEEN 1 1.._..-..- 1 OF t• I R 1 ' MAX I 1 A I / T SOS MAX Ep, r LENGTH; " ! I I i r A >riw 9a C _---- 1 CONCRETE ANCHORS (KESCHEDULE ON J'yv`1 SHEETS I THROUGH Io L-J 012 I/r LONG MIX. MANAM Y I H 7�'blTl`,lil:,T SPACERS • L t 4' C.C. VALID FOR ALL COON AND AND PANEL EXISTING; PouRm coNCRnE J LLNOTHS PER $NMI 3. OR OONCptm BLOCK IREQUOM 1' MAX. LONG ALUMINUM SPACERS • I- & 1II T/r 0A. (SEE TABLE jt ON SHOTS 9 IN 10.) SGIE 3/MI b. 44157 �T T 0 * ` _ ' . IORIDt : •'•�FO /��-"•- ' °'° IL E C O INe. 24 UK GALVANIZED STM SiIIIIY PANEL OWN an PROTECTION PRODUCTS. LLC. N•IA WN„Fr9N 6I FAL. IN)"o-m " WML a I.H""iH I a tM'N" ch-opu(/Q „N A NUR V ►E 20-175 DAWN wK aNlm 0 N ,S INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG INTO EXISTING WOOD STRUCTURES 1/4-0 LAO WPM • r O.C. w// - %. STORM PANELn t t/Y ArA. I mmm FD (]D M. ri•" WOOD (3) M xFOR • a• o.0 W/ O EXEIIK Woo H EAOM , . NINEADF•D MT OR ON ON �FU[YM110N )` 4 CrAHL /t - /1Mt• &ALL EA. DO OF6D \/1 - FA DO O ' 4 .y LAG aaEws • 6• o.c. y SEE w.s2Oa�% 71"0m/3r roles lm womw W M"•'IO" NOTE A _-__ femm (TYO• HMV WIN OEM (D 1 COIL •� TI�BN11fl'°Ot 7-7 °7 P (NE OCAA 1/I4 a Yrr-70V3/4• 3. wNu1�BY.�]/3r No DU • D) Inv I a/Ir Ib. O 9.41E i jj6•w 3: �O11 W�INNEVECRYG OVERLAP C r i H I r B 4T0- 1• 3. 1 Iy AAMIIAE iDMt[ D _ A � 7/PIMro7Ma wiM w/ ® ' 'NOTE IA sac" FDETRA ISM• ,'a1 t�/YI O.C, ''I 1/i • I�ht. 1MYMmr 4F W aL�N��p(�PIARoNOMm aF 7. a ` RPAR1AET1EA yA{7 7 14--10 FlM.iRAKT1OAV ,W FIR al W m0E ��10I`00 WOOD PIAEf4/mUMD ALTERNATIVE 2'1W iLAT O ON em 'W SCALE 1/4'.1• AL�RHATIYE 1 SCALE 1, -1 111013; 1. INBMWOONS ARE ONLY WUA FOR BUILDINGS YRIM AL4. OfLS,aA LOADf UP 10 "CO. -75.3 PO .DUD PANEL'S LDMNR UP /0 5-10. OF 2. 0 t NEW TO M SOUTHERN 8 ft � W/ OF OM OR EQUAL Boaua BM fPECIF"Tp1g AIA ItN1AIN ITS FOR S O 91M I TOP AS MILL 41 ►ArEl O OOAPiLTON TO 1tMGK3 INS OAT NSm OM R000 /GOER II)m dt 2100 IYOLLAtION TYR ON lH6T NOU/O MMotE Wee OeI•WN6ON n -same ALTEBNl71V[ M COYRNm IN ANY 710P IBE1D@ Wam Pl YMY Tao SUITOTT NGIES 1/•' - 1• NOR : 9RI11G 1MCW3 NOr SHOWN FOR CLARITY AT TOP OR NOTION[ Iffm 9Rii R MAXIMUM PANEL LENGTH L+" OR NL-- (it.) a MAXMIRI A.S.D. PREBSIME RA7N0 WOOD CONCRETE anow NfI/41/JIDM9 1 Soo rr-0• la-0• no 11=0' 11-0• Sao 1i•-a• ro•-0' no or -la, W-W 400 .3o r-e• r a S.o r-r• 0'-4• noI =Y a'-0• ado a•-J' 7•-r Tao r-0• ISO r-0' 6-10• Sao 7'-,t' 1.-7' sLao r-o• a=a• Sao r-0• 6'-2• a&a o•-r r o to" 6•-S' s'-rl• Faso e a a•-61 Aao - r-r trio r-r Ila.a r-0' 1 --, -- Lam, g ' FOIE to SOON) V LAO 3com • /• OC N/ r2. W., rAm m PDOUTION MWIIT[ MOLOW FIAT 4.0 LAD Sam" B r O.C. W/ 1/2• MN. r4WAMO PDETRAPN OMTANC HOOD HEADER. 9 a DO OF am 1/24 a ,WAUWm WL 2 Mmm 1 2p3/,• a TO GLASS 1 Y4*.- M > EVERY OVERLAP ,3PR � �� • rI Uzi NUT/ticc �� 2p3 OOTTE to Wd aCrr/� TO h Y 1/j/y1 LAO sawn 1P6C.C. RATION OOIftt REgRREO ° M°WIH of NAR AI a DIN EOar BUILD ALiEBNAM 41W so" 1/4•-1• - IN ,dN�EP A: T��l/r BrALE t/r Fret , , vcEN r 4...`�P FLORIDA BUILDING CODE h Volocrty Nurrlcant tone ND. 4157.WNa w16b •tc. 20 GAGE GALVANIZED STEEL STORM PANEL F, STA OF ( �'•. hn sSl'•••••fG�G. / 'NIAANN M PL WW/WaAM1U'MW GLOBAL PROTECTION PRODUCTS, I.I.C. .WbE,N D .AIRY NOB, MM)�7NA FfAI•.t(m)m-m7 p/p/Mp A. tq +rw utts�A atr iTN 71k. Ft 20-176 OWN. INN N WM1 p M p Comispomma 1 /4. 3/4. 4/S, $3 t 6/5 TIULE ONLY FOR IEGUTAR SCORN 2/4 Tw/6, 2w/S. Jw%7 t 4W/7 AINCIORL (ME 6CHOWE ON E. CONCRETE BLOCK t WOOD (T) r LMAN -- --- slims 9. 10 a11) ------ -- ---- -- r MAX, Ol eE PANES! (1 BBSTBA.MD AT LA�=N WITH TRACKS �.m- t n ° ° D.M..�.03. 4. ONIECt YOIIMTm AT EACH [Im° rT-1--1"r r-1--)-r-r'F-"-7-r-1-T Tr- rR-i-r-rl-T-r-I- T MAXIMUM PANEL LENGTH O•®or® MAX E L+" OR "L-" (ft.) D MAXNM{N ALo. OEM PFAM ME RATIO CONCRETE A WOOD N9TALLATOMs T Sao 11'-4 13•-0- no la'-r0' ll =7• JOLD / I =a• lo•-r JBA rr-r0• 4" a'-0• I• -a' 410 a•-1• r-r sao r-7• e•-a' a6.0 d-J' T-r ao.o B•-o• r-a• eoo 7•-0• r-a• R2o r-a' s-n• am* 71-0• 6'-a• a" 1-0• e•-J• Sao r-s• r-r S50 Foao r-J• 3•-7• rolo ra a 4 Iran a'-r rmo a-lo• 7taa 4'-a• MINIMUM SEPARATION TO GLASS SCHEDULE MAXIMUM (5i) WIND SPEED 4 170 "A WIND SPEED 170 m.Rh {IHESIRWED ROIRAIIED UNRESTRAINED RET•IMNED 30 OR LOU, 1' 1• S' 9 1/4• >33 TO 90 1' 1' 7 ,/Y 7 1/2' .90 TO 146 1• 1' 7 1/2' 7 //Y >10 10 1 11 i• - 7 1/r vt W RAMC 1 rLtMLI rt-\ InA s ♦ nIVCu LAW ALMhAn f 0%uft M1u T� DIRECT MD11T ,*. RIMER U. HEADER 1.0Ttrm AIIDLE 7- Z . MIIAIM" ML 7' TNiK OE - DOW ROAR 4Y 31• sr 3W W60• 60• 4 IA•XI.B• STUD AN9.E 1.32' 1. 32' •: W 1. i 'F• TRACK S6• 32• 1• 42' 6Y 9r DID• t Sr 33• 1.W W sr 1. t so' M' 32• 3r ao• Sr se' 2•Id• PLATE I ANCHORS SCHEDULE ON r it) WOOD (SEE S /4. $HIM MAX. I/2' I 1 M4 10 COLMAN. VAX. PANEL LENGTH (SEE SCHEDULE 1 cmEma ON SHUT 3) EE 1 S/ 7) . .... .:: ..-.. R _ ...-.(. 1/IY-pYl' LL SOOT w/Q] I (tM 1O MD f 1 IOMH r-4 _+..� .00 _.�. 1 I 1 I I ! 1 1 i i 1 OF � W%. 12 1/2' O.C. sTA0' m W/ STUD AL (SEE SCEDULE ON SHEET 11) I j WA NTING ALTERMTrVE SCALE 3/6-1• #Rmc I•IK 9ORaBON O am 0-MTP, To 1 �a (1�)M1 " AO SEWN ,NBKIAE Ron W NIL -la W. DO wx" sYaMN Pon UDIM W (3) Sim ANSI, monuumom a OILY mm AN Comm am AWARE Wa. R' ton-M D.W(5). 4�v J 1 tNBOLIED PANELS �r B um A W/ N-20A1' (SEE SECTIONS AS % /" (� smwm W9. BOLT AS AS ° EA OIEMAP 3 TAR..... -'' M" 2/4 T/4, 3/4. 4/5, 5/5 It 6/5 MN. Tw/6. 2w/6, 3w/7 t 4w/7 (am SCHNOW ON SM[ES N. 10 REGULAR STORM PANEL (1) ELEVATION 1/4• CAP r• 2mN.T.S. (MIL OYD{M -1 mu v/LLSY) MAIL OAP �.4 SECTION A -A N.T.S. MORON (1) L.: MAXINUM AUANNU PWEL LOMTM FOR A OVER POSITIVE ASA DOW LOAD. L-: MAIL ALLONOLE ANSI. IDIOM I= A ON01 NEGATIVE ALD. OL1O1 LOAD. (2)PWOODIIR[ TO MONK HUMAN ►on LDMIIb GIVEN A POIIM A9A. COW LOAD. MONKS MN"N PANEL LMM t.• FROM ICIHEDLRL MRUEN A NIDOAl1V[ A.s0. OLSION U M DETOMME IAOIIIN MUila tM1M t ' FROM 9CImIRL FINAL WtOMLp ALLOWAiB PA1Q LMTN K EDML TOM ANAL cumWW PARR UIFMLN arrow Y.• AM Z-•. (3) Mc SCHEDULE HOLM roR MWL PANEL IDOMN FOR POMM DALBIC =. 516TALAATIO S IRO WOOD ARE UMIm TO 4 95 P.AL MAIL A.SA DONS PRESSURE RATING L 1** 11 FOR INX. ASA Dow LOAD a MAN. PANEL LDO W FOR *; Iy$o ;• -•3_'N'(:"ds/ • 44167 ATE of - .__ OR(DA .7' H(,� ��P'IrA Mp tI3aXL Na. I L E C O ,N I. 24 UK GALVANIZED STEEL STORM PANEL OAK" W. PRmCCTION PRODUCTS, LLC 14 OMN�Tsw amoO 0"NoI-pN p Tat"' ru,"4i.. A a. It 21/GWMw17«5K som 3 a N _. - v-- _SEPARATION I Ain, 1 1 ED91Ni_,r,l 10 am. I GIAASS �ON SHEET )3 CO , SEPARATION rGIL TO CLASS. 1 -_(SEE SCHEDULE 1 ON SHEET 3) 1 w✓� aK to Mr6 � 6., 7' PANEL LENGTH SCHEDULE -_ a_ RI ET somm SPACER 1 1 of t• [OF LENGTH 1 RR?S• I - ----_ 1 ED ---- 1' MAX. LONG ALUi6NUM% SPACERS D 12 1/2- aC. (SEE TALE /1 11.) l 'I %SHEET SEE MOTE " MLOS FOR LNRARONS FOR Y• MAX. 1 1/2' LONG SLEEVES, 1A u. LENGTH SEE SCHEDULE ON SHEET 3) f 7 I 1 _P� MATE FXMNE 0 OR PAEL MATE J PLUS (BE! 6C7EDAE ON SHEi'F tt) 2"K4- wow _ RATE REM RED DIRECT MOUNT WL SPACER ALTERNATIVE 2Vr 90" 3/5-1- SEE TABLE /i oN SIEEr 11 FOR LWL. NIEL IAJORK k 1MX. 0 OESIOM LOA05 FOR 1116 MSTALLATIOU. �T. 1A ---- --I I' I `I}.. NI STASMINED W/ STUD 1 A (BEE SCHEDULE ON 11) _ I "pt._.7 _ KS4HEET WOOD .--PlA1eNDMOM SCALE 3/10-1' # 7k a=. lAFa M LYw K I I/r IOW 01 (1)SWEIMM W LAWS) to A ONE SOW 6MOM WON IV-r INN AWN MW HIM OWN 4 A MnEM N RIM AN molsom "MIT cummoot WIOIEO an BIT III, 0) Momm am LAW OaMaOR M O�rA�6E�L,, Wn PONE W HM molk /NE r42 BALK WPM AT AT a S!T 1031MA9M IIIOY 12 1/r 0.0E WPM O FOY L L Poo umm AUY (3) MML N War IN& LDMM B LUM 10 W At AW OWOM • A OKIIW:OM aN •1ST III. (4) 1 I/r IRO $PAAWI Cld I OQ RNA 0111M M AN SDOWm O BM RZII BWOLLOM O V t Ai0 a wwmw IA is Y O-IOp mmm AO M LKO (75A w1KM0 O M hORM DOOM COOL NMn �• ..! .w fY[1Y r ->t HWn 1m611 •4 (C) TO EnSitreo (191. mr,�(,• x r�aAurtr 6 - e55 INI-1; I. YTOIM PANEL BHIOWN DN TIaS PIIOOIICf EMMLUA710N DCCIAMAY (P.EDJ IIAS BEER V[MIF1E0 F011 COMPLIANCE N ACCORDANCE -WOOD - 1/4.0 TAPCON ANCHORS. AS YWIiACTURED R I.T.W. BUIWEK. INC WITH THE 2M (71h DEMON) OF THE rLORIW SIXAM CODE. THIS STORM PANEL STALL NOT BE RISTALLED AT HIGH - 114-10 PANDAMTE FEMALE 0 AND PANEIANTE PLUS ANCHM. AS WWM•ACIURED BY ELCO CON STRIIC M PRODUCTS, MM VELOCITY MAROONS ZONES M-WM / SPENDING COUNTIES). - 1/4.0 LACSCREWS PER N.O.S. DESIGN WIND LOAM SHALL B[ DETERMINED AS PER SECTION 160E OF THE MOVE MENTIONED CODE FOR A 9ASIC AMID - 7/16"1 . 0/6' WOOD BUSHNG. AS OSTMBUIED BY ALL POINT 9CTEW BOLT ! SPECIALTY CO. SHOD AS REOUNm BY THE ANNSOCDON WHERE STORM PANEL WILL BE INSTALLED. AND FOR A WECfgNN1IY FACTOR KD.0.83E USING ASCE 7-16 AND SMALL NO EXCEED THE WEpW (AS.D.) DESIGN PRESSURE RATINGS MpCATED ON SHEETS CA) W"N 11I1EAOED PErl1MTON INTO MOOD OF TMCON ANCHORS SMALL BE 1 1/2• AND 2• FOR ELCO PANELWTE PLUS 3, a Pact 12 a 17. 1l AND ►AIELMALE I[MALE O. IN ORDER 10 W&W ME ABOVE WNCIT M, ULTIMATE DESIGN WIND LOADS DE7H3IIII4ED PER ASCE 7 FIRST -14 94ALL IS REDUCED TO ASD. DESIGN PRESSURE RATING BY MATPLYIM THEM SY 0.4 IN ORDER TO COMPARE THESE W/ MAXL (AS.O-) CI) MM HIN THMEADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SMALL BE 1 12•. NO THREADED DESIGN P SVUIE RA/1NGS INDICATED ON SHEETS 3, 9 THRU 12 At 17. l a PENETRATION IRO STUCCO SMALL BE NbNNSDERm AS PNR a< THE R[ORRED 1,M[AOED TION. N ORDER TO VERIFY THAT ANCHORS ON 11411 P.E.D. AS 1L.1 WERE NOT OVER STRESSED. A 337E INCREASE N Al1DYMBIE STR!!S ► R WINO LOCOS WAS = USED N THEIR MNLYSL FASTENERS SPACING TO WOOD HAS KEEN GETEIBMED N C.3) MINIMUM EOOE DISTANCE OF LAO SCAM. INTO WOOD SHALL M AS INDICATED N ME DIAVNC ACCORDANCE WITH! NA.L WIN. S70RM PANEL'S AOEOIMCY FOR IMPACT ANC WIND RESISTANCE HMS BEEN VERIFIED N ACCORDANCE ON SECTION 1602.1.2 OF CA) W MN PENETRATION OF WOOD BUSHING SHALL IS 3/0'. 1/4' 0-20 SCREWS USED SHALL K 1 1/2' LONG MI6MUM THE AWVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS P014.01-01 AND /0219.02-09. AS SHOULD STUCCO EXIST. AND I' MINIMUM MR WALLS WITH NO STUCCO. PER SM 12-99 A ASTM E 330-02 STAIOAM, AND AMERICAN TIMING LAB SOUTH FLORIDA REPORT #1123.01-10 AS PER TAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PURR M= N ACCORDANCE W/ SECTION 1604 OF THE C.S) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FWNW ON THE EIOSTNG FLORIDA BWlONO CODE. WALL ANCHORS SHWA BE LONG ENOUGH TO REACH THE MAIN STRUCTURE 6[N• D SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED N C.1). C.2) A CA) 2. ALL ALUANNUM EXTRUSIONS TO BE 6093-TS ALLOY MA TEMPER. (UNLESS WHER+MSE NOTED). SEE 'JHFET 2 (0) ANCHORS SMALL W NSTA,LLED FOLLOWING ALL O THE RECOMW A104 AND SPECOICATIONS OF THE ANCHOR'S MANUFACTURER. J. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. 6. PANES MAY AM BE NSTALLEO HORIZONTALLY FOLLOWING N3TNAATON OVA" SHOWN ON SECTION 1 THROUGH 0 (PCEM 4 4. ALL STEEL SHEET METAL PANELS SMALL HAVE SFRUCTURA GUAM STEEL Alit/ A-653 ORME 60 M"WM, G-00 GALVANIZED THROUGH S) EXCEPT THAT HEADERS**® SMALL NOT BE USED. STEEL DESIGNATION W/F1'- 92.2 LN (AFTER ROLLED). 9. IT SHALL IS THE RESPONSIBILITY OF THE CONTRACTOR ro VERIFY PALE SOUNDNESS NH THE STRUCTURE WHERE SHUTTER IS TO M S. ALL SCREWS TO BE STAINLESS STEEL 304 Olt 316 AM SERIES OR CORROSION NSWANT COATED CARBON STEEL AS PER ION A 1O *MR[ PROPER MK/10RAGF. 1NI5 SHUTTER SMALL ONLY IS ATTACHED TO CONCII[7E BLOCK Oft w000 FRAME $0016 W/ 50 1ul YIELD STRDIM AND 90 kW TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.33.4E 10. EACH RE/LAM STOW PAEL WIN LEMONS OVER 20•. AS PER SECTIONS 1. 2. 4. 5, 6 AND ALYU04ATKS IN, 3w a 4W ON SHEETS 4. S. 6 a 7 ANSPECTNELY. 94ALL HAVE A LEOBIE AND READILY VISIBLE MMNING STRUCTM OWNER ORTOAAW TO S. BOLTS TO BE AWN A-307 GALVANIZED STEEL_ OR AIR 304 SERIES STMNLESS STEEL. WITH 36 NM MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURINGPERIDOS OF HURRICANE WAN". 7. ANCHORS TO WAIL SHALL BE AS FOLLOWS: It. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULX ALL SHUTTER COMPONENT EDGES WHICH REMAIN INCONTINUOUS CONTACT WIN THE TRU1 BUILDING TO PREVENT WI D/RAN N90M (A) - 1/4.0 7APCON ANCHORS AS AAAaKACTURED BY I.T.W. KAM. W. (Yin. rc-J/92 Pa.l) 12. STORM PANEL INSTALLATION 94AL COMPLY VAN SPECS NDICATED N THIS DAWN " ANY BtkDM MID ZONING REGULATIONS - 1/4' 0 N 7/6' 6MX-N AILYIONS. AS MANUFACTURED SIT DEVML7 INC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. - 1/r0 . J/s' SOLD -SET ANCHORS. AS DISTMSIED BY Mi PONT SCHEMA, BOLT k SPECIALTY CO. (MIA. rP-3000 "J.) 13, (a) THIS PRODUCT EVALUATION DOCUMENT (WEED.) PROP RiD BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION - /14-t0 PAlELNAIE FEl/AlE 0 ! PNELMu[ PLUS ANCHORS. AS MAMJ/ACIUREO BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT; LC WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - 1/4'0 7AVMAAC NARK ANCHORS. AS MANUFACTURED M O[WALi, INC. (b) CONTRACTOR TO BE RESPONSIBLE. FOR THE S LECTION. PURCHASE AND NSTALLATON NCLUONIC LIFE SAFETY Or THIS PRODUCT A1) YYIWUY EMBEDMENT OF iAPCON ANCFIORS YNro POURED CONCRETE SHALL BE 1 J/1•; 2' rat ELCO PANFIWTE AND EDMC BASED ON THIS P.[.D. PROVIDED HE/SHE DOES NOT OEVMiE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SALTY AT SITE IS THE OORNCTOYS RESPONSIBILITY. NOF ANCHOR". 1 7NU FOR (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID W MODIFIED. AZ) CNN-W a SDA-SET ANCHORS SHIALI BE EMBEDDED 7/r MID THE POURED CONCRETE. NO EMBEDMENT INTO 'POTANCHORS STUCCO SEAL BE 1/4' 0-20 SCREM USED S1ALI SE 1 1/2• LONG MINIMUM SHOULD STUCCO EXIST. (4) SITE SPECIFIC PROTECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL KCCME THE AND I' MINIMUM MR WALLS WITH NO STUCCO. AND MAY BE HEADED SOT" OR ALL THREADED SCREWS W/O HEAD, ORGASM OF RECORD (E.ON.) FOR TIE PROJECT AND WHO WILL IS IESPONSIRE FOR THE MR WITH WINO TARS. PROPER USE OF THE P.E.D. EMONEER OF RECORD. ACTING AS A DEIEOATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SLOW ro THIS TATTER THE SITE SPECIFIC DRMINDS FOR REVIEW. R RIDGE MAIMS HI FOUND ON THE STONE. PMCA51 CONCRETE PANELS.VOUCH A3) N CAN THAT PRECASTFLOOR. TO E H THE AI EXISTING WAIL OR FLOOR, ANCHOIO SHALL BE MONO FINOIIOH ro REACH THE MAIN STRUCTURE BEHIND SUCH PANELS E (.) THIS PEED. SMULRECORD AR THE DAPS AORIGINAL SEAT. AND SIGNATURE 0► THE PROFESSIONALANCHORAGE SHALL BE AS MENTIONED IN At) AND IN A2). THAT ENGINEER Of REC RECOIO TPREPARED R. (B) ro EtnarNO GONtlIi'rF roil L ASN [-90: 14, SHUTTER MAAUFACTaE11'S LABEL SAL BE LOCATED ON A READILY VISIBLE LOCATION AT STOW - 1/4 • TNICON ANCHORS AS MANUFACTURED BY I. T. W. BULDEx. INC. PANEL SMITTEN INACCORDANCE WITH SECTION 1709.9.2 OP FLORIDA BUILDING CODE. ONE LABEL SMALL IS PLACED MR OPDNW- ' TO COMPLY WITH SECTION 170.9.3 BE M - t/1. 0 P 7/I" CALA-N ANCHORS, AS MANUFACTURED BY DEWALT. INC. FLORINS BUILDING CODEE�'Y - 1/4'0 X 3/4• SOJD-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT • SPECIALTY CO. - /14-10 PANELMATE FOAALE 0 AND RAHELMATE PLUS ANCHORS. AS MANUFACTURED 6r ELCO CONSTRUCTION HHI - 1/4. 0 ZAMAC NALL1N ANCHORS. AS MANUFACTURED BY DDVALT, NC. 0,1) MINIMUM EuSNOMON OF TAPCON ANCHM. ELCO PAN[LMATES AND 2AMAC NAUH ANCHOR, ALTO THE 'VCENS . % FLOMOA BUILDING CODE Non h WI Nurrl6•rla TOM BLOCK UNIT 90" BE 1 1/r. tun 8.2) CALK -IN A saD-SET ANCHORS SMALL BE EMBEDDED 7/0. 070 THE CONCRETE BLOCK UNIT. NO •BEP044 7 °wp 1L'a0D' .c 24 DACE GALVANIZED STEEL STORM PANEL WIr 'In STUCCO SHALL BE PERMITTED. 1/4. 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD EXALT. A0 t' LMINAIAIM :OR WIALLS WITH ND sntcco. ..Qp AL PROTECTION PRODUCTSt LLC. 07 pI ••• STATE - - IL E C O ENS. • - 8.3) IN CAM THAT STONE. SMALL BE LONG ENOUGH TO REACH MAIN STRUCTURE BEHIND SUCH F(ORI 44150 so. Nt 91Wm / -- -- 6 �A. N� �R,N-TOAMLw Fina, amWF-ON7 20-175 _. Qw�a,Ar EIOSIM WALL, ANCHORSP , we ANCHORAGE SHALL BE AS MOTIONED IN 8.1) AND IN 5.2). S/ONAL � / waWFm"i i �R - NTHIII,1 FL A J7. rE NN19.1 1 W IS CONCRETE ANC10113 (BEE IC M" ON-- stlem I THROW" so) CONCRETE ANCHORS (SEE =HEDUUE ON ALTERNATE CONCRETE_: I EffiTNO PONIED COfORLTE ANCMONS �1 (IONCIETE BLOCt RIDUM (SE[ smemLE OM SHEETS 9 THOUGH 10) Ali BCALE 7/B.1 NO WOOD ACHM SEEt 118CI ))DUNE ro • • i L iff • , • ► '• i i / DONE] , PMEL LENOhf ' ( O N SHEET 3) E SCHEDULE I OF v MAX. H"'aa 6a eCA a +/r I W A Arm a FZ MEW w/ I1M If 0.c 1 -0 B I , O3 r Aim M o_ E 1 ( Dom" ,. i t' MOP B_ ..�,. :. _(- AmmsLATH (SIX HEDULE 9 ON SIFT 3) s DABs 9 i soN i I I or 'C MAIL ____'',,�� 1 [D.J' I / I 1 - � (� � CONCRETE CONCRETE ROLL 3'/2. O.C. REQUIRED. ----------_J._-----I comcit STAGGERED W/ ORS (SEE 1RIEDAE ON SHEETS 9 THROUGH 10) SOME 3/60' yynn OY (_ ANCHORS ALTERNATE WOAN OD FOO (SEE SCHEDAE ON (SEE SUIH[OUtE ON SHEET 11) SIHm I1) -�'MAX." WOOD HI[ADE ACQUIRED WOOD ANCHORS 4 5c0 aw Int'i , •9. San r N eeM AVQ MN 6Mt 7�1 •L• MAX. PANEL LENGTH (SEE SCHEDULE ON SHEET 3) O I 1 I � MAX M 12 1/2. O.C. X-xr wow 2.N• WOOD .�._._.._._ DECK REQUIRED REDRI�EO Ir.-21 MI.._. �� SCALE 3/3-1• IDS NOTE_ FOR MUBMTIM OF SECTIONS: 1. OWALLATION ARE ONLY VAUO FOR MAX. A.S.D. TOP k BOTTOM IAOUNTBN)S CAN BE OESION PRESSURE RATB10 (A.N.%AND PANEL LENGTHS IbMBINEO IN ANr WAY TO SIRT lMEr AS PER SCHEDULES ON SI�ET NSTALLATON. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. IN/ SPECIFIC DENS" OF DM OR EQUAL. Mnuunma ALTERNATIVE 4W SCALE 3/B-1J/B-1' It ANCHORS THROUGH 1 I I I v M_ PANEL LENGTH ON Sim 3) smam I THROUGH 10) SEFWiONLY WHEN a" 111 GMJc-N PMEWEXISTING FIGURED CONCRETE ARE'�i1TE l °/ °1� _-OR CONCRETE BLOCK ARE USED. REDAwco. .Ili .r 41;.♦tl V .I ��M1�•"1F CO -00 i L a 0 O CCS -� `•' cu cn C 2� L_ W O `v U- O Cl) V / v ♦� Q !E CIO 1i Q c CD C N •n := a w C L3- C)' N NO O L- 4JH -,, N LOTO Q - N J Y CIA CD . : c r 3 Me iD ep ►- 4D tW CM f- 4A c y �.N_ $A 4D p a � CD ALTERNATE LEG Cn Ily W - 1 • YN..- 7 1 4Vt' HHIM NNaN ISO r-1M1• 1/ 1U. r/ 1HIr I. IS 1 Iva 1 .. S. oc � I CIO 4 TO O1 I S601 7) JII _O7E_!•PAQI) tMIX. PANEL OATH SCHEDULE L •RARI :rjN rih ON SHEET 3) Cn CL of _O M�lf. l-S;1Ha HH016 Note ' • 0 1/1' O.C. P�-� tv \ �000 /NCIIORS ... ( ON Cu „SCHEDULE "NET ) B- Vi CIO W LU FLOM BUILDING CODE Nm HIgh Vo~v Hu Ism Ions do 1►ua THE 24 GAGE GALVANIZED STEEL STORY PANEL a ar PROTECTION PRODUCTS U-C. E� 1 p�7/'010 am: Z Orb S.W. OINAL , OIaEI 3RrIA" Z ~'tM.HV.H a.-HWi7 NacOM)M-aNRb-GM 78 r HtN-4r�. 20-173 owam WIN Q a oaMrH I A SLUR A. ►L am 7 a M _-I a SHEET NO. SH 1.3 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURE&YAUD FOR REGULAR, UFE SAFETY & E—Z HANG STO M PANEL 1) SYSTEMS 1 MAREsy 1 OR j mTM"* woI 6a ov wea n A,1D��r OONr. AtL1M } 1 404 : 1n TAPM 0 12 YN. 1' a 1al ' w0o0 PaA1N 1 1 1/4'P , 1 D/4' Amur° Commc eLacR 1 L-4 � »n6,R 6 u o : 1/r 1 rN4. 119 rwAM[ 1 RmlNlmAw Alan 1EP14aE IaD LaoNtblt ' ^ e tY O.O NPR 1 Y • Y . aN• TO -� r is s I W< L 33 l W 10-MI0 �_ _ . _ - ----.- ' 1 s[� POLRD GORWw1E. OOM016'1€ - tw ALM ow 31 X 4' P .flu'_ -i r i fM) ,ROL NUL 6Ort wq[ © NaOpc q rµ• woo0 RwNE._, a1m Itu pl i : , � .. 2• -J 6P6s n Nwr n 1 _I/4 COIn. AWL AIIM! Msw -----.----. ---J M_ aP i1 4. 4 Lo j 4• ..Orr il0e-«t4 aR NLOr ,! OC. N0/3-n w/4I1aMn ,:.la Ak-. AISLE CASE A PLAN) CASE B (PLAN) CASE C (PLAN) CASE D CeLAN) SCALE 1/4•-1• SCALE 1/4•-1• SCALE 1/4•-1• SCALE 1/4•-1' POURCIl'.7 POI2,m HMI M 1PMLWt O Is0 i—�/}���) l/jx'J� OR OonO[1E NOON `7 ''TOP,'P106mnw w / A6lt3wE Pws fN[ A (--- P rw WOOD on",•1 1 (Ll SHIN Im w 111111 ® I KtM LICABL�p IO601mU1; an •IRA OVERLAP KIOND �%� NIECE` 77 am" we" a 7�w LwooP rwlc "�11D j 1 1 1 u► ,arKs i ' W •© OR® �Nwr r�waaND roan • r n LMN 1 wi (MTVGcm ENDPwAllow K . B.O.'DISTANCE --1 -- O,P•7 CASE�� ":•r'•'/j °r1M11R�BWI AMim•Nr �� SCALE 1/4.1 a.ree DEN •.N,�9 11" MR 00= MOINI INSIALLATION ONLY A Z' CD11M1E0 PANEL. INSTALLATION AT WALLS W/ No. 44187 SURFACE LEVEL VARIATIONS WITM 3/4' FLORIDA BUILDING CODE Non V NRrrlaane Zone CASE E (�1,ANi CASE F (PLAN) 'om° nT°°° Aa 24 GAIX GALVANIZED STEEL STM PANEL r' SCALE 1/4•-t' SCALE 1/4•-1• �'••• FIORID: .•,(L•i<, WAM IA WMML. OLOW PROTECTION PRODUCTS, LLC. oil w ,N+ N1NtQ a..71N-n.e. AW: a6.�w-.N7 20-175 PE ILXINWWUW/ON[ fM•ODK7's • aur• NP tLLrt Ar Pt flls7 B s Y w LIL MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL In INV CO tM & CONCREM BLOCK STRUCTURES (VALID ONLY FOR PANELQNiSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 t 5) ILAtL AaD. DOOM PRLSwIK Mk"AN ANCHORS SPACING FOR INN E.D. PER $OIEDUIE BELOW pMMIAB E Z P,N,, LMIo1NN PANEL LEIte1H (1R•) IAAfL ASA OEM MQDME MAXIMUM *P CHI= SPACING MR MN L0. Pot Own" BELOW 'IM1�E t MAwYW AMEL IDIa1H ) TMCON SOLID-SURATING, rem" PLW LN1C-IWLN CMJL-IN IAPOON SOLO-SEERum Fowl ,t,A LtIIAA.-AWN CNN -IN A A A A 0► 1101 A A to Is O , + 45 LED IT IT or s• ,r IT IT u• IT ,r ,r ,]• , D,�• ON lot 70 +eb. -eb u• ,r ,r 1r IT IT IT 1r IT tr IT 1 1 n / a,�- OR Len IT IT ,r 1r a Ir s• a IT IT ,r IT 1 poTTIDlq ,3• ,r ,r u• IT 1r IT or IT ,r IT 11 In , ) 1r IV 1r IT IT IT IT it /a• 1r 1r 1r 2 (ADP) ,r 1r IT IT IT IT IT IV 1r tr 13' „ ,n :(TIN) IT IT IT IT IT Ir IT IT IV IT IT IT 2 (wTTOM) IT IT IT IT IT IT IT IT IT IT IT , 1/2-12 (wrton ,r ,r ,r IT +r ,r IT n• IT IT tr ,r 3 (m.) 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I/r 3 t/2 ,Na ey 3 3,/r r a 311r 3 AWtM1OPIM NW 3 3 +/r 3 yr 3 1/3 3 ,K 4 ACRM. DOR BNBWQOW r aNe 6n ._..._. _...v; 111' - iA0 __ea to - to _ ICI » SPOCOM ONLY OW aEl1 OPACEII Is USED. SET: j1 FOR MAX. A.S.D. DESIGN LDADB ! MAX. PANEL WHEN SPACER IS UI3�D. MC"OM (SEE SIMMONS At ALMVATM CAN SHEDS IS, 14.15 a10) ASS. DElIGN LL16DLOWNPMIiL 40 PSF OR LESS 61-r > 40 PSF TO 50 PSr 6'-2• > 50 PSF TO 80 PSF 51-10• A MAX. PANEL WWHS ARE ONU VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS i W/SPACER AT 12 1/2• D.C. MAXIMUM AJ-D. DESIGN PRESSURE RATING .N.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING S`NrDULE FOR REGULAR STORM PANEL(l) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS / THRU 8. ON SHEETS 4 6 5) MA L A.S.O. PIKSMIIK �� 41 MKM" ANCHORS SPACMe IN MIN LO. PER SCHEDULE BOM O A/Pslli101I YAXARN LDIM I 1 MAIL AS.D. PRESKM (MPA'f.) 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IT 7 , ,r IT IT Ir IT IF ,1' r 1J• 11/2 1 �.�, To V-o' lr 5' 13' 0 t 1r 6 1 Ir t , 7 , a I ts' • , • , >e,�- TO r-r 13• 1 1n' IV IT Ir 0 ,/2 IT 10 1/2'11 1n r 13• r 1 IT 6 ,/r IT IT IT r IT e' ,r 11 IT r 1 (wRPON) Ir 7 Wr IT IT or Ir Ir Ir it' r IT a 1/2• 2 (TOP) IT r IT 10 , IT a ,/r IT a I/r 7 I/2• 3 , IT 4 1/2. 2 IT 7 Wr ,r it ,r O I IT 10 1 11 , r IT 7• 2 DO11d1) IT 71 is' IT IT • 1/2' IT 6 1/r O ,/2 7 ,/r 1r 6 1n• 2 (w1TOM) Ir 7 ,/r IT IT IT io , IT o in 1 , r IT r 3 (TOP) IT r 1r IT IT s ,/2• IT s 1/2• 0 , 7 I/2' IT r 3 cm.) 2 1/2 2 I/ a 1/4. 6 1/4- 12 1n• 6 1/4- - - 6 1/4' 6 1/4' 3 (50P70N) - - 2 I/2 2 1 6 I/4. 4 1/4' 2 ,n 6 1/4' - - a 1/4• 6 ,/4. 3 (Dorm) 7 1/2' 3 In' r r 7 1/2• 4• r 4 1/r r 3 I/r r 7• r r s ,/r 7• 3 In• r 4' 4 t/r r s 1/r 2 ,/r 4 (1" r - r - 6' - r - a• ) r-a t - a• - r - 6 I/r - r - (w1TOH) Ir 7 In' IT ,r IT to I/ ,3• IO , , 1nY 1]' Ir . 1/2• IT 13, Ir r Ir r 1r 7 1n' ,r rq' 7 1/Y ,Y,r Ir 10 1 1}•0 1n I 1/ r 1r Q A-1r,' tr Y IY 1]' tr s ,/Y 13' 6 ,n' 10 1/2 7 t/2• 13• e• f (wROM) Ir 7 1/2' Ir tr Ir to 1 Ir 10 1 , , r IT lr S• IT Ir 6 In• Ir 6 ,/r 7 ,/r 5 l/r Ir 4 ,/r6 1 4- a, .• 4 14• 6 1 4• 6 1 4- •) 6, C 6, 4' 6 7 4• 6 1/4* 6/ C• 1/4 t (BLOTS» am slum ,1 NM Mogn rM a WO M5 Moll MIAUAIM Wn ROOD MIS atn6lNa ° WORN A,o= IF%& / AM MWA m0E W N= An @man ON T,K $alm" POI [A I=,wM Pmom ON ScHIK t Wc%NK MMM OWMW W+ WAWLwm WAUM NOW ON mma N 11S mu1 VAOM Moll "a OPOW N 10 K POMILL Rm11Cm swam WWO AMID MCI00 POLL O1 K LOB UM IBIMN WOOM6 BOlallm ION PC" ALCM" ,fK a im t aD1AL wpm BILK-Iavoo4owouh m IMWN ANCHOR ovow (AL) a 3 3 3 3 1/3• 2 1n 1N11MRIow W) 3 ]1/3' r a a ,/r a 1/r a 1/3 s +/a• twrAwnw.6.) NAM AOPOL UK Down r MIS- - - e31 - SPACOM Y ,AN.ID 1WELL 9PACER IS USED. PEE i FOR MAX. A U DESIGN WADS A MAX PANEL WHEN SPACER 1S USED. )ULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO WOOD STRUCTURES O3 orO4 -- -- ' '/4i PC°'� - IicrE (VALID ONLY FOR PANEL 1Q INSTALLATIONS AS PER ALTERMATNES 1 W 7}ItU 4W, ON SHEETS 8 t 7) HlEOLB ED. O O O O O AIKNOR • a' o c CON CRElt B�iout r--r , ---i------ r--- i-----r--r I I ; -- r-----r -i , i---r --r _'n r z0 LAN. A.S.O. DEMON PRESSURE (pa•N•) WXOM ANCHORS SPACM IN La - AS SHOWN ON SUM 6 A T APPILOAU TO a Atfr OF THU iWLLNN WAR 1E111L•'IH (NL) TAXa2N LAG SCREW POICUMTE fEL11LE D PAEUNKIT PtLA WOOD �,sO is IT Ir IT Ir Is- IT Ir IV 13• 1W (f0110M) 6 I/r 6 1/2' 6 In• 6 1n• a 1/2• MPI - - 61/4' 721/2• 61/*- (BDR.•) 6•-o• r e' r r - ( L!RS$ 30 IT IT 1r Is' 13' (TOP) H0. OR LED IS• Ir 13' IT ,r 13' is' or Is• a ,/2' ■ (mm IT IT 13• Ir r IW pD1TaQ >r-o• 6 1/2- 6 I/r a 1/2' a I/2- 6 I/r (IO% e 1/4• 12 1/2• b Ile (Off.-) • 1/2-• 4• 6 (rOP) 1 �• 4 l/r 4 1/2' 7 r - 3P NoRmO to 1n- a I/r 12' I2• 4• Mn IT IT 13' 13 6 t 2' • SEE TABLE %1 FOR USX. A.S.D. DESIGN LOWS t MA%. PANEL LENGTHS WHEN SPACER ® IS USED• CORWWONDWO ONLY TO ALTERNATE 2W ON SHEET 6 1/4-0 TAM ANCHOR • I/4Y P ANCHOR MAX. A.S.O.I.UOMIM (P.af.i AIIC1101n DPMHN6 FOR EEL . AS SlIONM ON SIIEEB I ! 7 APPLICABLEcam To mmmaum M MM of THEM MM,K,NM mom Lkti 11N (H•) TAPOON LAID SCREW FA ELMATE fD6ME 10 K116� Wow BU91NIN0 lr IT IT or IT IBM IT IT IT IT r ,W NOTION) e 1/2• 6 ,/r 6 1/r 4 In• 6 1/2 aw (WP) - 6 1/4• 12 1/2' 6 1/4- (e0fl.•) r-O' 7' 7 I/r a e• - (ADP) Olt LED 7 I/r r 6' r - 7N RD110M) IT IT 13• IT IT mm 4 -45 TO ♦70. -te IT IT 13' 1r 13• (�DT1OM 1J' IT 13• IT 10• 1AI IT IV IT 13' 6 1/4• IW NDROIq 4 1/2' 6 f/r 4 In' 6 ,/r 6 1/2• (LOP) 6 1/4• 121/2' B ,/4' (MATT•') W-o• To . 1n• r Dom) 6• 5 1n• r 6' - 3W (SOUGH) IT 12• it IT 5ln' (mm 13• 1r 13• ,r IV in • SEE TABLE /1 MR MAX. A.S.O. DESIGN LOAM A. MAIL. PANEL LENGTHS M SPACER IS 1 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 ` TALE it A A.S.D. DE910N LOADLew NIAXIIM NPMBL 40 PSF OR LESS 6•-e• > 40 PSF TO 50 PSF 6•-2' > 50 PSF TO 60 PSI. 5'-10• A MAX. PANEL LENGTHS ARE ONLY VAUD FOR R4STALLATIONS W/ PANEL MATEAtALe ID OR PANEL. MATE PLUS ANCHORS eL W/ S.A011!'LIMF4 .1/2• D.C. , Ile, T - //1011 ;ilti)i�1:11�1�1 KE man Is a is MR ANCHORS THE a VMS*FOR OWULLOo1S MgmWPam 61.OIst WARN AMaOR lRWIIOf AI• IIDNR0 SUMOSTMLO[ AK ACMIm OM Dai OCfoLNL no t.LEK IMAM s o mm ON Sam" VAP" A,*" SKVDW N MLLMVNO raw •OWN ON modwAt N TIS fouvAm ftems. Am you OKMMN TO K SWUM AALCOO OMMO US" FACION PINL "Of K LM IWN CHOW WMW @OCwm MR EACH NOW TYK oN ,le SC HOUL ArNmR EWE 1/41 1raN 1 4•r MDrN mom roles so 3 a •rPeKraaM ONWO e■) 3 3 ePwM Y B,) 3 3 1/2 IR1Al1O W AMl D *Am Bs 3-Vir t l Ea• BLOCt /4-0 PMELMAn �yL6rIA�NE�tl�m (wfomo) WAI suDE sP� 1 ' �1 - l 1 4'�F3i,• /Ia I I � 1 v tax -1 --- r PANEL Limit mom IHET ON 1W 11 I , I 1 I I � O N 1 1 I k HKTIIN ! 1 --AHCIIORs (SEE SECTIONS • NTDMLTNES ON S1EM 13. 14. 15 ate)-.._-- — LIFE SAFETY STORM PANEL Q ELEVATION (t) 2.67• SC., 1/4•.1• GAM "w , MOLE W,LLY) �N�a *VONr.azs_._: i:_=z_•= __.:__-�i �a:ezzzz-zzar�rzzaaYf+ON LIFE SAFETY PANEL EXTERIOR SECTION A —A SCALE 1/4•-1• TAPCON R•r O.C. � 1 4Y TAPCON ANC110R • r O.C. s1A1T1)EJSD w/ STUD I N' 1000D >L.lOJi11L� WAI 3� eNauls --- 1. INSTALLATION ARE ONLY VAUD FOR A.S.O. DESIGN PRESSURE RATINGS ga AND PANEL IDIOM AS PER ELEVATION ON 1L 2. FOR NEV WOOD FRAMIE CONSTRUCTION: WOOD MflLBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.66 OR EDILAL. 7F PL WAAMWIVIM (w/ o1e31110 LAD ►Mitt tEN0111 BOLT) ------------- Y-r • 4w.0, lla -a" "J. aro OIERM Ir rWLDLOIII Both A LANE Y 6 L/2 - 1 or I` IIA%1 t INSTALLATIONS ONLY VALID FOR WINO i• MINI SPEED UP To I7o mp.A. I +/4* MAL OAP STORM 6T01N PANEL 4aew nTe6s Ile ME C —0. U GAGE GALVANIZED STEEL STORY PANEL , M a PWMCTION POROOoucm Lm W0N4 ODIC (A4)4/a-76N4-7bw n4c ReNaa.-DM7 °' 0OAR " -. . It a u,�w wtrt Ar.,wi 20-175 OWN" NP mum" M _ Mom v s u I v MAX PEL LTEIWWM PHRT it) i JwLLJ1 A A.S.D. OETIIGN LOAD uJrG1NPNlra 40 PSF OR LESS 6'-6• > 40 PSF TO 50 PSF B'-•2• > 50 PW TO GO PSF W-10• A WK PANEL LENGTHS ARE ONLY VALID MR INSTALLATIONS W/ SOLID SET ANCHORS t W/ SPACER AT 12 1/2. O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL ) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/C� T POUTED 1/IY TAPCCI-,.__. _ L�IN1p POUBfO AIIClloll • t O.C. ANCHOR • r O.C. '; r _�701ICRE_ TL ON '• � 1 O_ v I EX14fgIQ-an6 =_o = - LLAss N ar t N I 1 WK. PANEL LENGTH f (SEE om ON SHEET 1 _ I 1 I I 1i1 I I Ni .06 1 •wyr oei ! W t � pf • D• ac. -CONE BLOCK REQLWU.. OR su od m Is a Is MR ANCHORS A M in Ile. ,11POIN TPPE a SPACINGF011 MNA,LAT101m on MIYM Nor room py 3 som FINK BIa1o616L MOWWEAN APOMOWme IINBIIO 4N+-4r A3 ARNr+aaNy ft..► mHA ty 3 3 OK OI6WnCE AK seem ON ILK ON so•• nR [A. tHq ,LAN N,NDIG7ED ON s16DLLE RmucE ANCHOR sMONo N MLLl•LYss r+,CBN a,a6M oM SC HD= N TK FOUDW" fmim Room aKM,NN m K Ar4aN Iom ASIK OK wIW raw --- mMSPVILLwWI= AC.so= IN LOOM ANCHOR /Mt ON "a 1*EML--`--- -- 31 — - 4 •t• 1 PANEL I OEE Eu N SHE Q - 1 f t/2 0 6r 1E,0• rs /// •+2 +T O.O. N,L>,oR • vD.C.[)OSM6 POIAIED tKlNdklE OR �Z eLDL7( KOMWD. s �'FLs wN111N sG,tt 3 MT 1/4 s TAP( ANCHOR • L. MAX r PANEL LOWS l [16P IOW r3. ANCHOR • rcomcf4o C. iE x DODc IEOu TmE NM INSTALLATION DETAILS INTO WOOD FOR UFE SAFE1Y PANEL STRUCTURES (1) HEADER { `� �_ _� '1E01JNUD WOOp HFMER • , 4Y PCOIA"I D.C. D.C. �i • ; 1 A ( EpIX�mLTg1M�0��"1 i _ � � • I " PIN► i lk N* PAWL am r-C) to v MAX I WNCIH -- a• PANEL LENGTH a"_._I PWML N 1 (SCE ELDMIION •�=-=tJt=— --w` ON SHEET 12) p E 1 (SEE OEVA710N I ON SHEET 12) - roOGLASSP aJrro1R_ 1 • � •wyrm � , � .wvrm'I • PUT[ WDQR- I REa6REO i PATE WAUM D 1 +• 1 I `^' 1/4Y PIMELMA7C PtLIe 1 (, ( L 1 t/4 0 PAtllW7E PLUS L, • 12 1/2 O.C. } ' jVIC1d1 • 12 t/r O.C. I iAl 1 REGULAR WALL�dSiS ..41 "", ": to/r JA NEW PAiL SCALE3/4.1• �..... ••: C 44167 ': FLORIDA BUILDING COKE Non High Velochy Hurricane Zone tl I. INSTALLATION ARE ONLY VAUD FOR MINX. A.S.D. * s * 4't STATE OF '1010 "'A0° 24 SAGE GALVANRED STEEL STORY PANEL •, Im DESIGN PRESSURE RATINGS (p.s.n AND PANEL •/ 'PO,4: FIOR __ ' �OAOR1 INS. PROTECTION PRODU m LLC. pal LENGTHS AS PER ELEVATION ON �T IL t FOR NEW WOOD FRAME CONSTRUCTION: WOOD S/ONAI.�•� / ,vy� Na M0°OW A. 33a16 2o-17s MEINBERS TO BE SOUTHERN PINE No 2. W/ SPECIf1C DENSITY OF OM OR EOUAI. ( wIr.INiL.�1•+�.A.. p�opyN '{ INN Mm (w7mN-7e.N of (rrlNra7n w u. wr100 waom Ns PE. sx am It W is �P N N a) N CL a O O C C CIO O cu (n O O Cu 0 0 p Cu . Cn (D � O d Cu �Cu� Q Crime C N`f �/ N w .�. O C C� O v - CV m x u- a. N V/ CD C-4 G a N x 15i �11 CC a I� L m r a Q � G E Nv o ii tH A+ w SHEET N0. SH 1.4, M4x Mot i'a. NOTES 2. 3, 4 ki II ANCHM SECTION Us As ALTENMYN{ ¢:W ON SHEET T-�'.l_-(._ OP 'L 1ANEL) (n4rERNDR PANEL) (INTERIOR PANED (ENO PANEL) 11 MAX. SEE NOTES 2. 3. 4 MAX, PANEL LF-NM 1k Ili a .� _. * • +/- 40.0 Ftt TEp PANELS W/ 4 OF 2W1' (SEE SE L 4. 111-1 AJ soft F f Ff I -I11 1-1-1 > r[ 1-1 F I i J111] Tf TI-Mr F 1 rrT '11- • J J_L JJ_LLJJIILJJ_L JJLLJ L-IJILLJJ_LLSEE JJ1•LJJ_LLJJJ .. 1• MON. NOTE! 4..._ r 3• Mr.. L- t• on, Sf � .�i f I9EE ' 1• MN. ADTC s 7 w/V,yt 'jtOiE s --�----(SEE SfCT10tl ¢! a AITERNAIM ¢1r ON SN[LT fa) EZt/tBa EZt W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM (t) AP SECTION A -A ���t1l•N„NeISrNNN,N<<N SCALE: 3/32 1 a�41T.P_P:71 ENGINEERING ENGINEERING EXPREY/® PRODUCT EVALUATION REPORT September 15, 202D AN*Wm Number. EX Prolect Number, �3 Product Manufacturer. M American Shutters end Glass Manufactarar Address: 1540 Donna Road Vvest Patin Beech. FL 33409 Product Name 6 DasariPWoHr 2GalvanizedIIaeeb�II Scope of Evaluation: This Product Evokefto Report Is being Issued In accordance with tat regWmmeLb of the Florida Department of Business end Professional Regulation (Plor►ds Building Comn*wl n) Rub Chapter 61 G20.3.005, pu FA.C., for aidew- sc••n•• par Method 1(d). The product noted above has been teebd and/or evehidW as summerlaed herein to show compliance with the Florids Bidding Code Sevedh Edition (2020) and IS. for the purpose Intended. at Last equivalent to that required by the Code. Ro4vohatlon of it* product slat be requred following pertinent Florida SuNtIng Code modification or MVW". Substantiating Daft: EX dwwhv =41543 Wtled "24ga Ga a nized Steel BTorm Panels 00" A Non4WHZ) shads 1.5. prepared by Engineering Express, signed 3 uekd by Fnnl Bennerdo. P.E. in an Integral part of this Evaluation Report. r TEST REPORTS Uniform about structural performance has been tested In Saw Ma o with TAB 202 test standards par test ropodio) #BT"ASG-17-001 by OWckwoW Tuft, Inc. Lwps missile tirpad hasktaace and gn4le leading performance has been boded in axcMance with TAB 201 and TAB 203 talc dohderds per test reports) 0BT ABG-17-W by Bleduw dw ToodW. Inc. CALCULATIONS SDucpxat engbsering calculations have been proposed which evaluate the product based on comparative andlor raBonel ahelysle to quo* TINT following design IKleds: 1. Malnum Allowable Spons 2, Wdmum Movable Bpas 3. Minlnum Gkas Separation 4. Anchor Spacing 160 SW 121- AVENUE SUITE 106, 011RFIELO SEACN, FLORIDA 33442 (954) 354.0660 1(866) 396.9999 TEAMe ENOINEERINGEXPRESS.COM E NGINEERINGEX►RESS.COM r LAST PANELQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W/ REAR HARM TO FACILITATE OWAlAT04 IF INTENDED TO BE INSTALLED FROM IN= OF STRUCTURE. NOTES_: (!). Q(�QIDON OF sr000: E-I HANG STORM PANEL SYSTEM CONSISTING OF PA�NEEIL 4 CorIL TRACKS TOP k BOTTOM. (2). ENO PANELS SHALL A r 8E CONNECTEO TO BOTTOM TRACK OTHERWISE A STOP BAR SFIAI.L BE PROVIDED AT TOP OF SUCH PANELS, (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONSIST OF 1/4"s-20N3/4' M.S. W/ 7/8"0N3/32• WING HUT OR 1/4"aN3f4^ MM. THUMBSCREW INTO TAPPED BOTTOM TRIICIC. LOCATK)1'1 OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF ENO PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK ((.a. A STOP BAR tS ONLY USED AT TOP) AT LEAST TWO PANELS SWILL BE CONNECTED TO BOTTOM TRACK USINC SPECS INDICATED ON NOTE 3). rML W SUCH CASE, CONNECTION OF PANELS TO BOTTOM MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 m.p.h. } IVENGINEERING Page 2 of 2 All Am vican Shutters and (Lieu - 24ga Galvanized Steel Storm Panels No 33% increase in allowable sUau hes been used in HIS doadgn of this produce. Separation from glaft Is not required for ILMaftons ouistde of wine Mo 4 and moomflat hdNlea, Impact Resistance: Large Impact ReeMeElOa has been demonstrsUd as evidenced in previously 00*d test report(s), and k accounted for in the engiroorhp design of ilk product. W1nd Load Resistance This product has been dedgned to dolt wind loWs as Indicated in the span seheduls(N on the respective Product Evaluation Document 0.9. anpin aft drop tB). Installation This product shelf be Ir"Ned In skid compliance with Its roepe*vo Product Evehleaon Document 0,e. onglrhsedrp drawing), slong with elf colrpon•t9b noted Warem. Product components shelf be of the motedat specilled In that product's respective Product Evaluation Document Q.e. onpMeadrp drawivo. UmltatMns & Condltlons of Use: Use of this product shall be In Wit accordance with the respective Product Evalosom Document 0.9. onplrsedrp drawBp) Be noted herein. AN suppa6ng hod structures shell be designed to to" elf superimposed loads and shelf be of a mdwlol Wed in this ism"a respective *now schedule. Most strudurs = W*or* which are not accounted for M this praduWe respective anchor schedule ehati be designed for On a ske•epedk bask by a roodwed pokuww frok •r• All components which are permo neaty installed shale be protected against corrosion, oodeMnebm, end other such damps at all times. This product has been desiged for use within and outside the High Velvdly Hurricane Zone (HVHZ). P-Pecdwly, bCNy�"' .R" "C•G „NE qa't ,:,oAt+,,• Frank Bennado. PE ENavamil NG EvaEs6'a OPE0046549ICen. Auth.9995 160 SW 121" AVENUE SUITE 106, DEERFIELO BEACH, FLORIDA 33442 (954) 3S4-0660 1(866) 396-9999 TEAM OENOINEERINOEXPRESa. COM EN6I01IERINGEXPRESS.COM I MNNAVICA•IAM� }r�Ph'41.) kla i"'MNlI_ rJ.JC/ :F. 'r! VrJal_. J I %:W;. 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In VX, NIY JJ 1: I:tl IJI' .JIEI 1%}J � rrlh .1N CP^� t. 1WlALY'�IY NTA"° 20-31543 t • it r}7TIRR.IYY OyMNAL ' .•[Aram^.H. rnW .r•slar. 10ANIOTTOMclosuluoi ;' 1:7NU`vI., W.Wur .�11•-^.rMa: •If• IE' N WJIIA ,' � °Mi SPta���41J[e WTH'�.JF• MTmJrY •►Y. n'!1'Id "trlC. NhlMIM FJJ V, rd':Tall < V'NJ.-, I L:N ,I I: II NI Ill%JN MINININI'IN,N :'AA'7Ae V 'Y 13N KjllNlH:l NlXle IYM:IIOR INSTALLATION DETAILS FOR INTO POURED CONCRETE. CONCRETE SERIES 2000 E-Z BLOCK HANG STORM PANEL AND WOOD STRUCTURES t� _NIO TA IMO /01i0CK MICNOR Y O.C. a I ,'- n//'6 TAPCDN 1�' �'' 14.1- MEN HIM UK W000 1 "i/�-� 140, HEX HEAD MIGNON • 12' SCREWEDGE OF x4' FROM R[OlRMEO % Pstom P00E a e E. � Ie W, 1/2' 1/M-MILT• E �q�•n r16 1 I I 1 t A 1 IS. 1 ISM (O FEL Rr°C61�-.To •usASS, IXA•.t�i GLASS. i J.1..._ 3 UN POP TO r t .�. -7fL 1U WRA1 POr MAX. PANl1. 1EP107N 1• T as saLT1 E A e1 MAX ---1..._. �. ._, _.,..._--...._.__ �L a I • � I I TO��.QQ ASS.I,� I W -' 10 i 4'6-2A2• � " a 4'P-2012' OF L N W e I T % .-.. % (/4'e TAPCON ANCHOR j i Ir D.C. 1/4.0 TAPCOH _ POURED ANCHOR e 12. C. OR } 1 1a '. 2Ne WOOD REQUIRED CONCRETE BLOCK REQUIRED. m����//tt�@f1�� j-117ie/•aAY SCALE 3/8-1" SCALE 3/8=1' NINIM A: tll4r �� NG7ET1: 1e MIN. PANEL LENGTH 1. INSTALLATION ARE ONLY VAUD FOR MAX. AS.O. DESIGN SHALL BE 2'-6• PRESSURE RATING +/- 40.0 p.9.f. A40 6'-0' LNX D, 4 *�• * i,k .q, STATE 4e0N0 Sumo, IIC ^, _. I L E C O E1ORiDA BUILWNO CODE Non High Vstoc Hurricane 24 OAQf GALVANIZED STEEL STORM PANEL PWMCTION PRODUCTS. U.C. Zone) FA. OWNS, or. OPIOAM mao PANEL LENGTH. FOR WOOD FRAME CONSTRUCTION: WOOD pOF: F(OR10 1 N e• Mm f-W M 9fRQ3 2. NEW MEMBERS TO 8E SOUTHERN PINE No 2, W/ SPECIFIC , S� .... • �LN 7 4lA1e�aeh,11 wN:. , '`er".IIM n. , DKrI Nrl•NM OIW. rt. =179 P/IOIe, (96K)Iw-•r6w. rNl: Ne{xW!-a797 20-175 DENSITY OF 0.55 OR EQUAL rNnrNNM , a 7 P^ o a a16 rc wriru M ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ WIDTH UNLIMITED (PERP: TO PANEL SPAN) TOP MOUNT(CONN TYP. TYPE AS REQ'D) BECTfONS OPTIONAL WITH /."-20 STITCH BOLTS WITH WASMER@D WINGNUTS FASTENED M OVERLAP$ 0 MIDSPAN (USE `� APDROPRIATE SDAN TABLE) BOTTOM MIXIM J L [_ (CONN TYPE ILeJ .` REQ'D) lx M4YBEATT w 1" AL OM fl"N TYPICAL VERTICAL MOUNBT ELEVATION I N.TB, ELEVATION TOP MOUNT LMAX (fXNIN TYPE ($PAN ABOVE TRICTION) A5 REO'0) - ITBOTTOM rJ WM (COIN TY S ASREtj'D) �j � TOP MOUNT L ICONN TYPE AS REQ'D) RUNT (ODNrH - Lmdx 1.5DAN AFI (1W OBSTRUCTION (LOCATION MAY VARY) IIL OMTWCTIQNr PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL W-.20 STTTCH PROVIDED THAT CONNECTIONS AND BOLTS LVrTM WASHERED ANCHORS ARE USED WHICH SATISFY WINOML[IS FASTENED 0 SPANS ABOVE a BELOW OBSTRUCTION. OV��= t9 MIOSPAN (Use APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION Z NOTCHED PANELS N,T,S, ELEVATION MAXIMUM ALLOWABLE.i{A ' DESIGN PRESSURES:y�!,' AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES POSITIVE pyyD NEGATIVE DESION PFIESS1IRES CALCULATED F��pOyypqEEURpNNS�ANEWaaIEENGTH TyHISppS��NYSTE��MA@@SCCgWCC@@ILppLB{EE E�T�ER 'g gIyNED PER ENES 0.MIFI,LNOwCDCORBEAUI1,LFpTH1 EESCE BEPTER OR OOOVAL Tpp THE POaETIVE OL H ATIVE DESIGN THAN I URE C,;APACITV VALUlS LtMT! HEREIN FOR ANY lM A OLYAS SHOWN, GENERAL NOTES: VISIT ECALC,101316i3 In g asA""P;R9r.•'•A", :Al. .a,h-1N. ,a.AtWtNNNt ,IIPORi]N111♦PIAIC[N MINIMUM ALLOWABLE SPAN SCHEDULE MAL EGRESS PANEL DETAIL INTERIOR FASTENING 1 i 4 r•2.360' 0:094• 2.49D� 2J4,�11 -7 20 55pp OA66fLYY Ya Lo oluuN 094" n 0.75a' s z '! • AaW use �0 �5, 0;094" Pn �.125x x _l. 0 'R 3, y� a.t TS' $ 18 GA 8 7 4 .7 aI �0,094" S .D9,. ''° i__ 12a' TYP. .I TYP 25 T ry� W I -0:3 O.p94•" Oer � � ,0^006� .375-1 'ybp6i• l r012S" 2.000•-,,It�a:yJWOr�A9EA °20".JJ --4 2.000' I- -•� 2,Wa- TYP. �I ' .121" I.It30" ',1� II" ram_ �NUU=QOT.'u" MIAM hw- ®NNI CL05L°RL y)gE- tl II lSr- 1 Sl 1,560" �H1.560" SIG S . �g"�• 0.376" 0.3135"z 0.}1 "2^ Dfl pp Lu II.655" OS 004b44 0.976' DIb55" j4jdn " 1.007" D.t9o"BB6" 12,500' PANEL COVERAGE E _r_. .' 14.675°PANELLENQTH [!-rTT tOf0,545• ..150" '0 090 "77+--�� _ ��pp 0[Rlcrrox TYP. 0.1'9c, +•12,p0J'„" 0.040'a..."�1'`Y"wwn 015° R0.1]S" .305" QD O-WT r IRAdt mACr aY Wrf 1 7RAC5 0.040 `C fewK oss7" . t f . xRl ur 0.190.1 d"•'SS° 0. w v,vxnrag wl`r-M f LED l � OG I 1'� a D3RCCTIDX b.d L''iVA t LILYI fi'--]-000" 0.12 R"eueRNc d Pint} w 2 3r r EpI I,D00^ .vJtY�DIY+v:t OVTA7a ta3f �J i; I ila rllpw snlrw}n � rNE•;$ OVERLAP [ttYE+t[ ig IV MAX. h on.FA04wupeT•.L ).. J�.25 MAX. i OBB'-j•F� nN :a.Krl)Te ' �.13" MAx, r u ivl' a. 1'"'� •'@•- r-M51%4WrT• ,tan,n nriTf •n.: .^.r nrnx L"•J - rJ a•Ntxi x BUILD OUT ZI DISTANCE x ... ^. . t<SON.M rmrr t< 1.00IY ( !' l'f:l.�V'/:ICC4 n•rP' I._1.RA!iM; EMBED I " At N l° ! JV.. , IV An lt''A:• ?I.A: JJ, J.YIA.y ,•' • 5[ Hf W xf 9 CCf l� 1 .If nIA1 F RJilrtfQ pl.,;-C: ;hrry,lACOD,- MY 4!1 1000° H^I J. a.6w, n•1'.Pr<ora I OVEI4AP .VJ 1 ww. 3,820 x� A -a MIL,Ji'1. 1•, /\Nun lrl)In Seidl lllxCllxr orlon 25^ MAX. AIM LU T 4 r• - N.T.9 50W it--, "� Iw Lnt iPVt la xPlU.+ '"[-7 MIN. rr■■EE 1:E00" a...%:S INtIJIM„1 >?Y�i� 14'NM)L MIN. ado" 1 i ^JipATrM JI i. •v- mT„7 ••<ao r•• ) BEbO � xrAaairn���;. f■E Ey�eyE+ pp E ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENERS O 12.5. O.C. OBSTRUCTION (LOCATION MAY VARY) IIL OMTWCTIQNr PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL W-.20 STTTCH PROVIDED THAT CONNECTIONS AND BOLTS LVrTM WASHERED ANCHORS ARE USED WHICH SATISFY WINOML[IS FASTENED 0 SPANS ABOVE a BELOW OBSTRUCTION. OV��= t9 MIOSPAN (Use APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION Z NOTCHED PANELS N,T,S, ELEVATION MAXIMUM ALLOWABLE.i{A ' DESIGN PRESSURES:y�!,' AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES POSITIVE pyyD NEGATIVE DESION PFIESS1IRES CALCULATED F��pOyypqEEURpNNS�ANEWaaIEENGTH TyHISppS��NYSTE��MA@@SCCgWCC@@ILppLB{EE E�T�ER 'g gIyNED PER ENES 0.MIFI,LNOwCDCORBEAUI1,LFpTH1 EESCE BEPTER OR OOOVAL Tpp THE POaETIVE OL H ATIVE DESIGN THAN I URE C,;APACITV VALUlS LtMT! HEREIN FOR ANY lM A OLYAS SHOWN, GENERAL NOTES: VISIT ECALC,101316i3 In g asA""P;R9r.•'•A", :Al. .a,h-1N. ,a.AtWtNNNt ,IIPORi]N111♦PIAIC[N MINIMUM ALLOWABLE SPAN SCHEDULE MAL EGRESS PANEL DETAIL INTERIOR FASTENING 1 i 4 r•2.360' 0:094• 2.49D� 2J4,�11 -7 20 55pp OA66fLYY Ya Lo oluuN 094" n 0.75a' s z '! • AaW use �0 �5, 0;094" Pn �.125x x _l. 0 'R 3, y� a.t TS' $ 18 GA 8 7 4 .7 aI �0,094" S .D9,. ''° i__ 12a' TYP. .I TYP 25 T ry� W I -0:3 O.p94•" Oer � � ,0^006� .375-1 'ybp6i• l r012S" 2.000•-,,It�a:yJWOr�A9EA °20".JJ --4 2.000' I- -•� 2,Wa- TYP. �I ' .121" I.It30" ',1� II" ram_ �NUU=QOT.'u" MIAM hw- ®NNI CL05L°RL y)gE- tl II lSr- 1 Sl 1,560" �H1.560" SIG S . �g"�• 0.376" 0.3135"z 0.}1 "2^ Dfl pp Lu II.655" OS 004b44 0.976' DIb55" j4jdn " 1.007" D.t9o"BB6" 12,500' PANEL COVERAGE E _r_. .' 14.675°PANELLENQTH [!-rTT tOf0,545• ..150" '0 090 "77+--�� _ ��pp 0[Rlcrrox TYP. 0.1'9c, +•12,p0J'„" 0.040'a..."�1'`Y"wwn 015° R0.1]S" .305" QD O-WT r IRAdt mACr aY Wrf 1 7RAC5 0.040 `C fewK oss7" . t f . xRl ur 0.190.1 d"•'SS° 0. w v,vxnrag wl`r-M f LED l � OG I 1'� a D3RCCTIDX b.d L''iVA t LILYI fi'--]-000" 0.12 R"eueRNc d Pint} w 2 3r r EpI I,D00^ .vJtY�DIY+v:t OVTA7a ta3f �J i; I ila rllpw snlrw}n � rNE•;$ OVERLAP [ttYE+t[ ig IV MAX. h on.FA04wupeT•.L ).. J�.25 MAX. i OBB'-j•F� nN :a.Krl)Te ' �.13" MAx, r u ivl' a. 1'"'� •'@•- r-M51%4WrT• ,tan,n nriTf •n.: .^.r nrnx L"•J - rJ a•Ntxi x BUILD OUT ZI DISTANCE x ... ^. . t<SON.M rmrr t< 1.00IY ( !' l'f:l.�V'/:ICC4 n•rP' I._1.RA!iM; EMBED I " At N l° ! JV.. , IV An lt''A:• ?I.A: JJ, J.YIA.y ,•' • 5[ Hf W xf 9 CCf l� 1 .If nIA1 F RJilrtfQ pl.,;-C: ;hrry,lACOD,- MY 4!1 1000° H^I J. a.6w, n•1'.Pr<ora I OVEI4AP .VJ 1 ww. 3,820 x� A -a MIL,Ji'1. 1•, /\Nun lrl)In Seidl lllxCllxr orlon 25^ MAX. AIM LU T 4 r• - N.T.9 50W it--, "� Iw Lnt iPVt la xPlU.+ '"[-7 MIN. rr■■EE 1:E00" a...%:S INtIJIM„1 >?Y�i� 14'NM)L MIN. ado" 1 i ^JipATrM JI i. •v- mT„7 ••<ao r•• ) BEbO � xrAaairn���;. f■E Ey�eyE+ pp E ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENERS O 12.5. O.C. 2. TA S e7aE OTe NCI! � » MAX fflonSPMVNI ArcdOs rrraseu T1Te P P ' cart TYPE C! C2 as LI comer nee mrr "PC Cf C2 Cl C4 CS C2 C3 G ll1 al•D/ cxgco 06WAST U4TRKON 41 4 a 51 7 1L 180 347 9• 12.T 36.tl 30.2' 6.6' 12,7' 16,0 9] 6. 2 9' 18 0' I l.e 0 12.9. 16 0" 41" Rb" 11.!' 6.0" 8. a }3 a 36 fe0.7 67 12.!" 12 S. 160' e.l" 14• 1N' E4 1,4" 12 a' 16 rL1 14• d' 80' e. •• a4' .5" 19.0° 1 16.0" 1. _ 'I S 4•' M 11 gCWAtT ULTIMC9 M 41 M.v:s+V "a.ti f 1 N It SI.T Ira Sa 1a0 ids 0 a" Q.V.1 1{ 107 1 li 1 t4 yy ' 12 s 16 D 12.9 A9" {2 ' t 0" ]i !' s' 1. 1r. 11 11 1L9" 1f0' "a e.a 3S,! 1 0" ilr Dr. 9,6." 11.1' 36.01' IL9" 9:e" 12.1" 16.D" 11-9" 9,1" 4 I/{{"IIItx"JFwl/ 33 A1LlOMT9 to",'IT IH.Y..v': +n ':,Awl 41 A6 y 82 r 12. " S 10.a' I&O- 16.a• 12.3" 15.0' 137" 13,4" 12.5 I6.D" I. Sl 0" 12.9. 1 ,a'.MAY, Its,, SIL 16,0" SLf' 1 .T' l2:1" l6. 12:1" l0.7" 13.5" 12,9' 19.a' ISO" 1aa' 14.4'• 13.s• ILT' 1z.5" IL,' 16A'• ILE 10.9" it's' $60' IL1•' !06 Mr. 18.0" ILI" 18,0. 12.31' 10.6" 10.0" o s.. 14 i I. A NY17 33 tNrW�iIFIMNAIr 41 •a a'L••, 7 ^9e•I 42 X S2 12. Sx.s' is 1! l6.a' Sob" 1a 3e.a' 13 / y2. 1 Sa 14 !' 66 3 !3 14.0" 19,7' A 12.5" 1 0' r D 16. 18.0" 156" 32.6' iL.3" S2 I/.a' Saa' !41' 12 1" SO q" Sas' 11.3" 3 T Ie D• 17J' SL2" Its 16;a' 1a0' 11 '. 1 ,F, 16.0" la1" 11 2' 12 4" 2.$" matDIfiTANCR 7j NI4•l 1•40 OIDW 93 IIIWMIIIIINAI:Iix 41 40 72 0.25'40. a210' ., 1211116,a 1.1 4' 25"7.1. a. 1: 7I. 13111 6.29'• 9.41' 6.23" 9.4" 17e ^,I -I A' IM I1 13 II lI11 W:ex rWMI41 N qµ..�.,,�" �.W 62 M'� a! 6 .E s' 13 9 11r' 1 1...a1!" Sat", 6. 4 1f.a' 7,e" 11" 11 1" 1s,Y' ao^ s.e• a.z a]" a35" 9.9" 6. S• .. 17A' a t" !.0" 6 73• la.r 4." 4.a• &ts D.2 91T 13 0' 4 ✓' 1.A" 10.7' 4 I.o^ 1/,- -1/0 Im-, 33 !TW LI, 7NC0r 11 A 52 72 32. r' 17. T' al 0,20' 1 } 1 40" 6.29" 12.T' A.?- 4,6` a23" 10.74,1" 4016,2$ 10.7" 41" 40•' . 5 I" 6 4 4' Ip".YjN•rxara 31 ALL IO9a9 SOLID SW 41 49 st 72 12r Iea'14}'11T'12.!•taD !7" 7e' 4,21' A9.o"e1' io' 12 9 16.0• 11.r 9.1, 1L9' 16 O 7.8• 4.9 12 9 6,o,- 9.7" IS- 2 s' 16 0' 7.7" 62 11 5' 16 0" 7 J" 6 2" 12 5 11 r le.a' S. 30.1. I. 7.2' 12 5' 6 3" 12 r' 16.0• 7.7 fi 2 1L5" Ie. q• 7.7'• al • 12,1' 1 0- J ]" 6 2"' 16 0" 7 v" r Y" Vd'r1 VH'EM4Ep 3) wwAll rAKrI NNIr 41 4e dL 12 12 16.0" 6.4" ee" 629" it 3' 4.4" 41` 6.24" 01. 4,0" 37" 1 , " 13.4' 5." 4.1' 6.2s' . 1 4,1" 14.2 a25• 12' S a2 a19 a2S' ]0.a 411.]r" to9 2" 3.S" 611' 1 ]" 6 31" 9 76' a9 .31 5" 9 L" 9l" 9.3" J� MAK lbtar ANCNeI PRaaWle A um•Ir S9)Ell'rn'9 mrr TT! C Q C] C4 C7 C C 4 i l c J(k lTTe C C3 4 i a D sea• K 1` WHttlD 3 NMI N:Krw 41 q A a-� 62 72 2 1 1 6.a' " 7 14.05 2. 1 9 1a00' " 1a 12 s' 36A" ar 1L.T" 16.0' 17.0"' 6,1• 12 J 36.340" r 00" 12 s• 1 .0116.0• .r z.S• 18 0•' 14.7' 6.0' 121' 16.0" 34J' 6,a' 126' 1LT 1e.1ySao aD 13 Moll4: " a0• 12." 3 T 160' 140' 147 60 147" 6.o- 1211 1 ! 2 Ito'14 60" y 6.0" 147' SD" <Sa AS U3' CMDCD 13 WOOD 406W 41 48 31 72 12 s 16 a Ia0 10.1' 12.51' 36.0' t1 3' 7.0" 11.5" 36.0^ 30.6" 6,2" 125 18a 1 1" A1" 1,9' 60' 9, 7" 3.8" 12.5" Is.0. 9.7• sw6 11 13 ! 12.5" 760 I20 7.0 1 26 a 1/ 1' 0 {" 12.3" 16.0" 916" 5.6` 1z.9' 16, 36 0" 6,0" .4. 1.6 2.0' 3.41 9.6" 3.6" 12.11, l3s" 12. 9' 16.0 9.6 6.6' 10.0' 9.0" 9.6" 76 .0" I.A. 46" U{' < 1- A tHNto 13 TAP DRA'CPA6• 41 y N 'I` Ifldldr�r SL 72 12. 12.s' 29.61,14.0 iz, 76.0" 1a 7' 1Ls' 12,5' . ' 16.0" 16.01, l .S 9:2" Bill 12. 12.54 IZ9' 18.0 10.2 16.0" 43" 9.1 12.s' 13 S' fag" 30.5' 12. ' f4.a'. 9.y" 31 T' 16.0" 16.0" 9,L" D 1' 12.9' 1 .d' 2 10.0. 9.1 " I6 D 0:1' All YI11NIN NKAMI 41 WOOD NUSHNIeP�C� 46 7e'Sa111N a1 r2 , a• a a 11. s' Saa' 7b" ] " 12 i' 1" t6• {.1• air 1Y{ L6" 4.3" 11 S 1l,4" 4.4 b,0" ate 1 ]•• 4 r' 60" 6,21' 111" 4.7• 4 0' 16' 14. ' 5.1 a1" c.xr' ix )' 47" 4. a29 72.9' 4.7' 46 6,2s 11.11• 4.7•' 4. D' 0.29' Sl.l' 4.1"' 4.0•' axe ]2.3• {.T 40• ANCHOR NOTES: 1, ANCHOR SCHEDULE APPLIES TDALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE AN PACING. MAXIMUM ALLOWABLE. SPAN& AND PRESSURES INDICATED CHPP S RGS fNSPANSCHEDULER SCHEDULE DULE 2. MATERIAL, ANCHOR SCHEDULE ECTEDON PANEL GREATER SPACING, QU EXISTING STRUCTURE MATERIAL, B ANCHOR TYPl, SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 POR IDFMIFICATION OF OONNIECTtON TYPE). ), "PANEL FASTENERS" ARE STUDS WEED IN � W UNCTION WITH ALL MOUNTING EXTRUS)O4S r-r S D 6-2 " .0 PANEL PA E ONG TA VALUES R ( RACK, TUOD! ANIGLl, LTC.), USE 5 O E STBN RSPa Du V w! ro ALL'M'-AND "U"-H@ADERS (INi"LU[NNO BUILDOUT CONDITIONS). 4, ANC�HOR5 SMALL EE INSTAIIW IN AMOROAMCMO WITH MANUFACMRERS' RECOMMENDATIONS, S. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK. 6. NBMMUM EMBEOMeNT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7. MVQMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO. FOAM, ORION, AND OTHER WALL FINISHES, WALL FINISHES SMALL BE LIMITED TO 1/4" MAX OR SHALL BE VERIFIED BY OTHERS TO CONCRET ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. B. E SIGNORS NOTED HT6I6L E TO N •CRACISD CUNCRETE (NIL/. 9WHERE EXISTINGSTRUCTURE I$ WOOD FRAMING, EX ISTING CONOIT[OVS MAY VARY, FIELD VERFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY POR SIDE CLOSURE PIKES. 10, WHERE ANCIORS.FASTEN TO NARROW FACE OF STUD FRAMING, PASTENER SHALL SE LOCATED IN CENTER OF NOMINAL r X 4" (MIN.) WOOD STUD MIT. EDGE DISTANCE IS ACCEPTABLE FOR WOOD FOAMING), WOOD STUD SHALL BE"SOUTHERN MNf"G••O.SS OR GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HE( HEAD. 11. REMOVABLE ANCHORS ARE: OL'WALT PANELMATE, ALL -POINTS SOLt"ET 6 MASS BUSHMG. 12. MACMNE SCREW$ SHALL HAVE 112' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HBAD TRUSS HPAO Om WAFER HEAD (StDEM9Al-X 800 U.N O. 1 3. MINIMUM EMBEDMENT AND EDGE DESTdNCE EXCwD 6 STUC(p OR OTHER WALL FINISHES. 14. Ir DC•SIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 15. DIRECT MOUNTING CONOITONS- IS. LINEAR INTERPOLATION 6 NOT PERMTTED KR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. 9 N N O 2- c o .� O C to O O c O � O AA`` W � 0 `v LL O 0) ELn �E�E Q L Cx C�"V"� -0 �-0/-0"� V J ca- a Z Z W J N c .� N 00 2. w O L j = C'•` O 1 N m cO LC=" a N N O O tV �' N _CO .t+ D. c, Ci '1v N c G >= E O O U ar tlQ", Cn �w1 W co cu CL CL -4-ASAP U rr[� V i Cl) CC W LLI Q Z Z Q J SHEET NO. SH 1.5. <,tI,