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HomeMy WebLinkAbout6324 Ten Acre Cte 1 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. 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 Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A. F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR OR French Door RECEPT Receptacle ALT or ALT. Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Footl Feet REINF Reinforcing BF Bifold Door FTG or Fig. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or 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 DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish 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 OVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain WI or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. 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. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.00 NEW BASE PLAN 06/25/12 2.00 GRADE BEAM FOUNDATION 08/26/15 3.00 2015 NEW CODE UPDATE 03/06/18 4.00 FBC 2017 CODE UPDATES & MODEL UPDATES 05/30/19 4.01 MOVE KITCHEN DOWN, ADD 6" WALL AT REF. 12/19/20 5.00 FBC 2020 CODE UPDATE 1EE NN/�R�� 1525 INDEX OF DRAWINGS I SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN Ri 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N N Ca N ;= CJ N O Cnl O C - CJ ¢ � N m � R CU d w 0 ro is y al i0 c o ENE D� Q V 21 2022 J ,o 0 r �7 Al QU Ir To the beat of the Engineer's knowledge, Informatlon 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 a C48 $ d c f 3 N lei Q -JU!LU I� �LLLL Z Z W ��cp m Z J IL Z N Z �0 U y W 0 C9 R Z N z C' z J d WI Fk Ln 0(V Z v N U O V) c 1i �N !J w � L U _Q ' S M J O Ea o -0 a 478 o E S!i aU Zo CV a; ~ _ m � 'o yQgr� Z�c J �b� U Lo_ 8w wNW W�� o Q C`COr 0 ~ k= il°dr bl U 3 c � >c:) L 0 J 0 L U') C:) � r Cr V T a. 0 tV 1... m 4 Ln 0 N Ln o 0) r N Q ^ r E (V ^ z° z c co E E 3i � c a. 0 ¢� o JOB NO: 22-08304 SCALE : AS NOTED SHEET NO. C S M L11 F�lj KITCHEN KITCHEN 0. BATH BATHROOM 2 VARIES, 2" LESS THAN CABINETS BELOW T MIRROR //24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TUB OR SHWR, TOILET TOWEL BAR -aA ON BATHROOM WALL MEDICINE t? �8�� SHWR. ® • 00 VALVES TUBISHOWER FINISH PER FLOOR PLAN 4 0 50 INTERIOR DETAILS SCALE: 1/4" = V-0" VENEER KEY PLAN SCALE: 1/4 "=V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD p--_- CABINET TOILET PAPER 19 €P SOP DISI 7 }} D Q 0- I (HOLDER 5P i N� Q M O � � M CM TUB FIN. FL . BATHROOMS. SHOWERS AND TUBS DOUBLE RODS y� SINGLE ROD CLOSETS LAUNDRY KITCHEN POWDER BATH 9 42" H UPPER CABINETS -� 36" H UPPER CABINETS 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT RACKET Cr B 36" H BASE FINISHED CABINETS - COUNTER TOP 30" H BASE CABINETS U. Y O n 'P FRAMIN( h ro 1/2" GYP ? BOARD - FIN. PLR. x - SHELVING 4 0 :�:l FIN. FLR.. ao o l 60 ro ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" 1'-4"X1'-4" "L" SHAPE CMU COLUMN - rr 71 Al. •11 All � LANAI �- -8'-8" FLAT CLG. A.F.F. G.T. 12'-0" 13'-0" 1 I I I I O I I HB 6068 I 'I I i1 - NOOK 8'4CLG.' I TAT TILE 1 - r - 1- i - - I} - ' - 13 '-2" I- 1 -11" - 6'-0" 2'_8"--I 2'_7" ---2x6W - I I 1 A 1 - - o OD.W. ---� I 205qJ1 -!-B SINK wl DISP KEHEN 1 8'.o8" FLAT CLG J x TILE ;q -i - � 1 S6 I i i- I TYP. @ LL 2 STORY I (3� 234_#�$PF STt IDS W/ I wa JSP HTTTl6@ BASE �- MO UNDER FG1 TRUSS 1 If 11 2'J011 X-11 - i -- ALT AC PAD II II ■ - - _- __ AC PAD O 35 SH DINING 8'-8" FLAT CLG. ■ Q CARPET60 0 11'-10" O ih FAMILY 8'-8" FLAT CLG. CARPET Il 11 I I L----- J O T-2" X-4 I 4'-8" 0 PLUMBING LINE - _ TO SECOND I I > FLOOR - tW D . I I I ■ TPI 8'-8" VFLAT CIL I IF !26 = 18 BF. 1 110'110'1 I ID I I.811 28681 5 14 113 112 11 11 171 16 15 EDGE OF SLAB ■ _ - - 2" BEYOND000000000. 2868 WALL S W' = Q 42" HIGH 1/2 WALL W/ 1x CAP _1" d1_1" wC S3 S4 H2 C I S3 w -- O_ w 6'-4" S-10" 6-2" 2'-8" �6 U BUILDER TO PROVIDE LU O m APPLIANCE PROTECTION NOTE: FINISHED WALLS T BE F S 0 10 WHEN REQUIRED PER FBC O LU H. FIELD -J VERIFY. Z LU 54"-x 22" 7 ATTIC U a I ACCESS OJ U H u- U O w IT ■ J w N - G.T. 12 S3 - - - - - - - - - - I GARAGE - it I TYP. @ 8'-8" FLAT CLG. A.F.F. SINGLE STORY I I ■ IZGAR!AGE I I j I - HB I I o I I M r - 16070 OVERHEAD DOORT ?a- ■ L J S6 _- TYP. @ ■ 2 STORY I ■ -ir- I IJ P OPEN PTO ABV. 11211' _ _ F YER 8'-8' FLAT CLG. 1 TILE { -- ■ O ■ I I I I ENTRY - 8'-8"LAT CLG. - L JAFF ■ ■ c (3) 2x4 #2 SPF STUDS W/USP HTT16 @ BASE 0 co 4 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25} S.H. 13 20X38J 184X37J S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 4 X 621 S.H. 16 20X72 184X71} S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1H3 271/4X38 26x37 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11­16 27X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 - 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 i 36 } X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JX72 36}X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 4 X 25 } S.H. 33 ^ 54 X 38 52 +� X 37 S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54X72 524X714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE e (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 +26.6 / -29.1 O +26.6 / -33.5 Q SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 FIRST FLOOR PLAN - B SCALE: Ya"=V-0" 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. W. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 721 S.F. SECOND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-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) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N N O *Ac c OIO v N o o CD CD - m N y E s c. d � a .a Cis .. ui a Ic E ro� C�_ v f f f rill/�r� '��rw�111111 `r r ., �47 o 'CIA CI To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W -4 E 11- O N a I 04 d S 0 ., ao �_ 0 Cl) � aimy Q C J LL. W � ut 1 a a- Y. Z 2 gs s m o 0 WmN_� W �T 9 W 6 Z 00 Nz d ' IL N 6 W EE (D z Q $ N - N z M Co v� �4--1 co w • f6LU g u � -0*0 c LU = C U Q � rn • cct�r- J LL 4 � �o �� o.zo a � W . oa _ z o 0$ $. <$ o m coc`ga z J Wes_ 3 g ° aE < ff J� a 0 CID��<< oil C O 0 i O � C � rn B c� L_ L0 O Yl"' dL. 0 m(��1 r• L, O N 0) o L N Ln T d ^ r ai f`\I U') n o Z C E C) L N c a U J Q 0 J JOB NO : 22-08304 SCALE : AS NOTED SHEET NO. 1.1 STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" 7@B (16) RISERS AT 7 -9/16" 10" TREADS w/ 3A" NOSING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 14 o M -,12 42" KNEE WALL WITH 0" 1 1x8 CAP 8 CASING 0 36" H. CONT. 9 B GRASPABLE STORAGE RAILING �7 UNDER a STAIRS 6 1x TREAD 1x8 CAP & 5 (TYP.) CASING �4 1x RISERS (3) 2x12 (TYP.) 3 STRINGERS 2 iv 2x FRAMED 2x FRAMED WALL WALL 1 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END, 42" KNEE WALL WITH 1x8 CAP & CASING 3/4" PLYWOOD �L DECKING TYP. STAIR SECTION SCALE: 1/4" = V-0" Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: 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 dear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding 1/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 318 inch within a stairway. Handralis: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUI @ END OF LAN BELOW HDR. B STANDARD (3' STRINGERS W SIMPSON A35 MP34 CLIP TO FLOOR SYSTE LANDING FRA (2) 2x HD REQ'D @ LANDINC STRINGE CONNEC �-FLOOR SYSTEM 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 T T CONT. HANDRAIL RETURN TO WALL DETAIL B SCALE: NTS 1 D2 TYP. @ CONERS CH1 , Cl T-4" o= D2 2068 BF 3_ 4SH 22_0" 5'-4" B 60" X 36" SHOWER FIBERGLASS SURROUND - ATH FLAT CLG. _2668 TILE Co (71-11 SIM. w! (1) MSTAM36 ---- r -- FLAT STRAP I r � C�ssS6T L8'-O CLG. CO PET 20T�,P 3 D2 SIM. w/ (1) MSTAM36 FLAT STRAP DRYER VENT- THRU ROOF. HANSON BOX @ 36" A. F. F. LAU N 8'-0" FLAT CLG. TILE co v TILE TOT o �6\ A.F.F. 14 4SH OTIL T CLG. 0?E 2468 2 TP ----I TB BF 5'-9" 6 T-0" T - 1 , 2668 i o � 0 w I D. 42" HIGH 1/2 cn omo c WALL W/ 1 x iA CAP W F� -7" A 6 B 6 H1 H1 25 SH D2 25 SH D2 FC;RFC. 2668 16'-4" OWNER'S SUITE 8'-0" FLAT CLG. iv CARPET ch G.T. CHASE I' N (V '� BEDROOM 3 8'-O" FLAT CLG. U) T-Y05 m CARPET OOCD 1 - I u�i u' 9 IT G.T. - 2'-4" 10'-4" 2 2668 (7 I Z? 61 114113112111110 9 18 I 16 I 14 13 12 11 cv 24 SH I 22 H 1 Og �D32 I U? I D 1 I 3'-8" 8'-0" to (. I I 4.068 BF I BEDROOM 2 ' 8'-0" FLAT CLG. I -a I I CARPET I I I I 22 I I D1 I I o0 4068 BF I I I I I I I I I 25 SH C EGRESS � D2 B 22 I I 0 D1 I I I I I I I I I I I I I I I I I I I I I I L- - - - - - - - - - - - - - - - - - - - - - - - - - --- -----------r 10" L 10'-2" 1 3 SIM. w/ (1) MSTAM36 FLAT STRAP oo N � N /OOF LLJ N 6 D2 Q 60 It 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 814" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. ' WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.' THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH " WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25J S.H. 13 20 X 381 18 } X 371 S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20X63 18}X62J S.H. 16 20X72 18JX714 S.H. 11-12 271/4X26 26X25J S.H. iH3 271/4X381 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37JX26 �36JX251/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 4 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 S.H. 33 54 X 38 J 52 4 X 37 4 S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 } X 62 4 S.H. 36 54 X 72 52 } X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS 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 9 1/4" LVL 2.0E Fb=2950 (2) - 1 3!4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" CA +29.7 / -32.2 4)+29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 O SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 SECOND FLOOR PLAN - B SCALE: Y4"=V-0" R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 721 S.F. 2ND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. 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) N N ail A C= C144 .= w :� !� a , i C:� © U 2-r-M C CC CU �y cn ro� .y N O A u ar 5. c Y cu S 7 J N _E ro o � J v N" ,�vy� 0� -Cr, (� •• ; Vi o C_ oNN f_ �� O •`� r ` '.'lPROFE5�\� ,,,.. -, w'xx 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. Men= to a Q M V 0 00 Co W 0 Q 0) M �{ ILLS J LL 1. L LL 6. a 4 Z 1 a� 0 W W �Nm m �rnrn m Z IL- ZOU N Z Q a o W L) 0) ❑o CD Z N z13z Q G a � Z 9 C1 Q)1 U Tl (n LL •U O c U c L = <c O M h w Z LL E S° Q ze 411--o n7 w� " opt � Q ro a8 °4 Z v p N �:o w� � .8 ZN J `anb <w �0 s� 10 W d5 8� N �w J 2 0_ a =O In O = J L6 O �' o, an L0 co �1 Irl, :3T' _O U) m LO �i O N o L N Ln T Q ^ T ai m LO N o E O U)Z 'D °i m a. v _Ja o JOB NO: 22-08304 SCALE : AS NOTED SHEET NO. 1.2 rn a .n E R M ..0 WE X f; J i -5r J a `o iu N J i I Y / :V 0 i v EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU 12 5.9 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS CJ y 25 SH 25 SH 12FLASHING -------------------------------4 -- -- - — — — — — —. — — — — — -_ — — — — — — —I — — — — — — CJ / WEEP - - 35 SH ----------- ------------------ --- EXTERIOR PLASTER ON FRAME —� RAISE BANDS OR FOAM PER COMMUNITY SPECS T.O.P. HGT. Tao . o 60 i r` HDR - - --1 - - HGT 6068 SGD REAR ELEVATION - B SCALE: 1/4" = V-0" 12 5.9 12 FLASHING - — - -- — - CJ / WEEP TEXTURED NU/ i a >� IVI CEMENTITIOUS i FINISH ON CMU T.O.M. t o0 80 FLR.. ELEVATION - DETAILS FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS T.O.P. _ HDR HGT. rya 4 00 FRONT ELEVATION - B SCALE: 1/4" = l'-0" FIN. FLR, T.O.M. r FIN. FLR. V-0" RIDGE VENT FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS RIGHT ELEVATION - B SCALE: 1/4" =1'-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 5'-0" RIDGE VENT LEFT ELEVATION - B SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N c9 racrP M a, a O c ro�C11), m C= rZ 1r'd oa G o a O 441 PRor ��NIt1111'100 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E N � � N 41 Go �_ go 0N r'n CZ4 M 0 LL LL LL w 0.Z �� o 13 iJwLL c ,a 22 r W_ U)2�' Co w rNn Z d J L IL J0 N O U Z y W z z E3 cl- lV W (O w .0 o 4�• Ow IN c d W z U •�t Q c �a < c CDw Cl) o Z Q 4 O " OI 1. z® Z g ro 0 1 2 g so ` �a fO ~0 Z>: J g� U W U g=� N Z CD CO LU A. $ C Zo J > LO 0 m m 0 LO co 0 CL U) N L0 0 N o LO T Q ^ T ui M , ^ N �/ N c Z c E 0 LD E ui c n U � Q O _J JOB NO: 22-08304 SCALE : AS NOTED SHEET NO. 2 I 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. 150A1200A INDOOR PANEL CENTER N14 to rights & outlets NEMA 1 01 a12 to appliances and GFI 150 AMPI 200 AMP 10 #10 to WH 01 A8 to Range 111 N6 to HVAC r 50=2/0 200=410 in 2" Conduit 200 amp 150 amp UNDERGROUND SERVICE BY POWER CO. INTERSYSTEM4 T,*ne Bare Cu Ground BONDING4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. G E N E RAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 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 FfT DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4, FOUR-WAY SWITCH $R RHEOSTAT SWITCH 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 ® EXHAUST FAN ;O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT N ELECTRIC METER LL ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 11 II II II 11 1.5" VTR —111 I� I I I 1 r. � i I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER SWITCH FOR D KITCHEN DEDICATED ECEPTACLE AICROWAVE 4.NGE HOOD PER SPECS OPTIONAL LIGHTING SCALE: Y4'=1'-0" o % I r-----------i ROUGH -IN FOR OPT. CLG. FAN/ I I 'LIGHT PRE -WIRED 7 I I BEDROOM 2 I I I I I I I I I-----------f 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---------------------------------------i SWITCH FOR DISPOSAL IN CABINET — I ====z I II ALT II I I AC PAD I I It 11 WP GFI4 DISC. li l� w}' �OQ craLU b O m ` PER SPECS ELECTRICAL PLANS-B SCALE: Y4'=1'-0" C'T G C W O L � min u to cn .p QO X c�-n N cc O ti N cz d Q 5 Q t3 Y y d 40 i c C to c� a v 0 N ti N r_ 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 Florlda 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 W Q E � 8 o N V 0 ? Co tii 4 M v Z � Lit t1 LL a 0 rn o. to 1C2 O W 2 �QjO' o LL Z tXO Z Q Z Lnm, N O U W to ❑ ❑ z za A LL U w 0 �f6 c R "3 wrls 04 IIII� w M � o 0 �YyD > z Z>� =a a to U o �� o 'oag= r CV t (CS �_ Z <Tj uj $ 0 Nz W U � �ii E �� 0 Mill a 12O J >L ai rn L° c7 L Lf7 0 �-� � Cr �.. .2 CV O LO a) N o LO T Q Q T ai M a C`V N t` o Z E a U Q p JOB NO: 22-08304 SCALE : AS NOTED SHEET NO. 3 IWITM111 MR LUNr--Z ATTIC SPA, 60 SQ. FT. 4 4 r 4 4 4 ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION 1/150 Rule REQUIRED 1/300 Rule UPPER VENTILATION PROVIDED Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of ventilation soffit ventilation vented be provided Ventilation Ventilation ion (See Elev) required needed required soffit by upper Ineeded ventilators Main 0.0 1.0 Floor 288 276 39 138 10 69 138.0 (Zone 1) 0.0 138.0 Main Floor 0.0 0.0 (Zone 2) 60 58 8 29 2 14 0.0 0.0 0.0 Upper Floor 5.0 1.0 (Zone 3) 860 826 118 413 29 206 - 213.0 75.0 138.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN-B SCALE: Y4"=V-0" 00 C4 co :0< C:) C". Co cc 0 Cj FO WIV N/1� 5 E i'A Q lit 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. W I- A 9 04 C5 ch ui 1- C� 13 13 u� LL 0- cc r- 8 9 W .2 rp CZ, r-- 0 ;;. 9 W T 1 Z LL C-4 C-4 Cl) a z . . < 9 0 00 8 W I 1LJ , < WV) (D 4—J C-,, LAJ 0 LU V) U—j U Of < 04 0z z LL- pp 0 Eoa E o 4--D ro d C53 x gz z LU 31 oui U') ICU CD Cr a. W m CN F— 4-0 4-d 0 N C:) LO c 0) 911— Q r- 4i E Y c L0 N 0 z M E E 0 0 ro C < JOB NO: 22-08304 SCALE : AS NOTED SHEET NO. 4 WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CI.t.t J a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS _:' •_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER ', ', :' '•:, : :' •., •' BAR ONE FOR EA. 25'-0" ., .. .. ,. '. HORIZ. REBAR, TYP. ., ;. • ' U.N.O. 101-01, 151-01- **Alternate: ' • ; • ; ;;Y,; • ;Y,; • ;r The reinf. bars shall be cunt. around corner by cold 1'-4" 7-4 1'-41' .; , bending the bar w/ min. 2'-0" x 2'-0" X 1'-0" bar lap of 25". W/ (3) #5's E.W. L 2'-0" x 2-0" x 1'-011 S3 W/ (3) #5's E.W. TYP. CORNER BAR DETAIL P. SCALE: 3/4" = 1'-0" =r — — — — — — —DON rl S3 11'-8" 6'110" 1 6'-211 51-211 51-2n OP � .� I I I 21-81 TYP. 0 STORY AC PAD S6 U.N.O. ------ ----------�r! ----1 M--- PROVIDE 1-1/2" RECESS I S3 FOR SGD DOOR. REFER TO MASON'S SCOPE ;r INDICATES FILLED C LL /3 00 PSI // I ■ FOR WIDTH CONC. GROUT FROM rwl R BEAM 1#5 REBAR VERT. i TYPICAL @ ALL PLAC BO E SLAB. S H WN HOOKED FTG. DOWELS 1 3 HVAC CHASE 1 1 EMBEDMENT W/ 25" EKT. ABOVE SLAB // BASED ON 1 "GRADE 40 STEEL" // LOCATION ■ r 4'-2" 2'-6" c I1 6-41 I I 1 /n — — — -i— `° _ 1 F- 7 / II 1117111 I II I ■ L- J / I _ ■ I i I 1 TYP. /�/ 1 2 STORY � // U.N.O. i z ELEV. O I I ■ ' S6 N CONC. SLAB I_ - _ - �ALT� 21 11 /]1-QII PLUMBING / I I I 3-1/2" MIN. 3000 PSI 11 1 STACK CONC. SLAB FOR q I I AC PAD 11 IL I — N ■ I I HERNANDO COUNTY I ■ Li ONLY 3-1/2" MIN. 2500 _ — PSI CONC. SLAB OVER M- STUB UP TO I o 6 MIL VISQUEEN 1 2ND FLOOR I CJ VAPOR BARRIER FOR A/C — — — — —� Z O O U O N 0 1 f- A I TB 0 cV) ■ I I ■ 2'-611 x 2'-6" x STUB UP TO F 1'-0" W/ (3) I 2ND FLOOR #5's E.W. ■ L---FOR A/C --- I --------- ■ I ■ 6'-10" 2'-8" — " 9'-8— — — — — — CD M; -3 1/2" C K I I 1 S3 S3 I �'-8" - BUIL ER TO--1----1 Z uJ PROVIDE I ■ ■ ■ ■ O_ z APPLIANCE nQ. PROTECTION I TOP OF CONC./ „ �o ■ 0 Q WHEN REQUIRED PAVER TO BE 4" I } PER FBC I cr- BELOW FIN. FLR. I c cc w >w 1 I - I I ■ -- o — C.J. L.7-6" x 2'-6" x V-0" W/ (3) #5's E.W. I 2'-6" x 2'-6" x V-0" W/ (3) #5's E.W. - (2) #1 VERTICALS W'*4,. D CELL TYP. @ 1 0 ----_ --—L--------- to SINGLE STORY —2'-0" x 2'.0" x 1'-0 W/ (3) #5's E.W. 1'-6" 16'-811 1'-10, 16'-0" 1'-10" 54" 25'-0" 9, M. TYPe v 2 STORY U.N.O. t,D N o Cf) -v 0 Ch C7 CC z o U) OLL N PROVIDE 1/2" x 91/7 O >- RECESS FOR FRT, DOOR p P L 0 LL 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. T a> NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FOUNDATION PLAN-B SCALE: X"=V-0" c W N T,J 1 o C' Rt C.7 N N r0 C N N O A N y a C', E ` r_ m o,� �..43 gn N c R 4 d `1`OwNii�����''''� Iry W F LO ...... P• II" r/f,if R!IRltltt,� 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. 01 t- o A a 0 n 0 M M J LL LL Z . a a 4 co W W iR°'°' o z IL 0 Ci M z IL m d J N OU Z U U 8 W z g N z a; ¢ � N v 1 Z M W iG O c [V LU ti W Z __j " g g fr Zd � E so Z® U z gM g z c vf Qj .0 w �s{ W G T gLL �o U a nw �k o Mj '0� 3 �C L6 0 J 0, U') CID :3t 0 � T U)co CV 0 N 0) o ' 0 z E c c JOB NO: 22-08304 SCALE : AS NOTED SHEET NO. 5 F 3 ENGINEERED CLADDING WNDF PRESSURES AND SUCTIONS FORM AN ROOFOHEIGHT s 5 ftND RSH VIND SPEED (ULTIMATE) 140.0 MPH AND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EF FEC TN E WIND PRESSURE AND SUCTION (PSF ) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) W VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 1 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 eYle) or 1%2" EXP. 1 ei6) TILE: 1%2' EXP. 1 (3y,6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%2' SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER 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 W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H 10A 1040 1015 1 18 - 10d x 1 1/2" RT 16A 1020 1160 9 - 1 Od x 1 1 /2"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5"TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 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 w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY _ V (2) LGT2 4060-M 3770-F 3500-M 3240-F `N/ ) 16D INKER & LUGT2 3100-M 4520-F 3100-M 3800-F w/ ( ) 1 D SINKER & (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 24-1Od x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1 1010 1 605 1 12-10d SPT24 1 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" " MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY "** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0"ON A HORIZONTAL PROJECTION. (A) OR 2 PLY ;ARRIER x2CONT LEDGER�A) NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. FLOOR FRAMING PLAN-13 SCALE: Y4 "=1'-0" 11 SEE SHEET D1 FOR ROOF FRAMING DETAILS 40 o N :- a� -o a L,u CYO O I a w o u o o c cocas -ra m>c 'v" N m to vO �f w c = r �y-a` 3 rya $ � ar w rs • ca ar v c o E c, Q v L �,. r r A 64. 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. 0 F E CIS $ O N o � ^ 10 °0 �c10 # d) Q Nna� LL LL Z 0 11 LL LL a -6— a 0 C� m ILWr° z�MzaJ pjO' Z N OU 9 8 W ❑❑ U " Z N Z Z o .J Y Cx- N (/)V) finr'' W �a V Uj LL U- 0 W 8 U LU ~ J E I 0 Q M w M LL zo s QE O Sg® v A W a IT u p o� N � o �ZGJ � J �a Sryi W Nw A pppp �z r >> tp VV'' ilk O O J � O '� co co N L LO U) .2 N LO `.. O � LO 04 o 0) LO LO CN Z E 0 E m c V JOB NO: 22-08304 SCALE : AS NOTED SHEET NO. 6.1 ki, TYP. @ H CORNET L — 16 ROOF DESIGN ALLOWABLE MPONE ENGINEERED CLADDING W NDFPRESSURES AND SUCTIONS FOR MEAN ROOFOHEIGHT 5 5 ftND RSHPER ASCE /IND SPEED (ULTIMATE) 140.0 MPH /IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e I 2n I 2r 3 3e 3r 10 HIP -35.94 -49.57 1 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Xs' EXP. 1 (24/16) or 1$%2" EXP. 1 (3�/16) TILE: 1%2" EXP. 1 (3�116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t5/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" 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 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 W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DIEG. [4:12]-[12:12 a=4ft a-4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12) UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE I USP MANUFACTURING, INC. Q CONNECTOR CAI SYP A META12 1420 A (2) (2)META12 1875 (1)PLY 1795(2)PLY B HETA16 1810 C H2.5A 565 D H3 400 E META20 1450 F HHETA20 2120 G H10A 1040 H I FGTR 1 4725 HTT5 4350 HD3B * 3130 VGT R/L 2225 VGT - F 4940 LUS26 HUS26 HUS28 MTS 12 VGT - M LGT3 MGT 1165/1060 ** 1320/3235 ** 1760/4095 ** 990 4940 3965 - SPF FASTENERS CONNECTOR SYP SPF FASTENERS 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" 9-1Old x11/2" 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" 10 - 10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d 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 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d 0-1/2 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS 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 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 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 - 10d 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME 3330 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 LGT2 14060-M 3770-F13500-M 3240-F LUGT2 13100-M 4520-F 131 00-M 3800-F (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 1 1090 1 1 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (8) TRUSSES (+/- 6") 'FASTEN EACH (8) 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 I-). 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 C INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS Ffl (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING PLAN-B SCALE: Y4'=1'-0" (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS N CZD car � o w 1•-'� � c- o u p I% fry ,Q) C NV 3 0.. �c a) at .. c •;�, Eo t c oa tj <t io y W a � D" c a � E o a U ?,OWN On r OGUA D) F 4\ V ••'�. [: L ESSll., To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. f o � aCN Co M �Q C, "I LL IJLL.l. , sad Z 0 5 o W a'°) m d Z co uO co Zco N OU U z Cn W ❑ ❑ 0 O 4 v QIPA N C7 ) O UJ U � p O O N 1-- N U o w z ..J cEsLL z® Fes- v w4 o oa So �g zgru ro as m0 0 C Y OLL z C%) J cp Wa T C) k �- `O 2 6 O °' W L— LO ^� :3T O W m CV 4 Ln O N04 � Lo Ln CD a� m E 0 n z a $ o JOB NO: 22-08304 SCALE : AS NOTED SHEET NO. 6.2 k- i f I 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 repar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels Installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O a e verticalloadSafe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS •� : ,�;' :' R FORM &GROUP SOLID 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1TR 4 8RF14-1B/1T 8RF14-0B/1T 8F16-013/10T 8F16-1B/10T V 0 #5 BAR CONT. 0 8F20-OB/10T O ® "V" LINTEL DETAIL . _R I� F�'• .r'. �� SCALE =N.T.S. - UW_ No 01 so I Y t'C UCJIUN/H I IUIV #5 REBAR IN. AT TOP (1) RECI'D ALTERNATE POWERS F = FILLED WITH GROUT UNFILLED CLEAR "2" STEEL LINTEL a • R =RECESSED QTY. OF #5 • e REBAR @ BOTTOM OF LINTEL CAVITY d `so-C. M.U. #5 REBAR AT TOP u� •° • MIN. (1) REO'D 1-1/2" CLEAR 8 F 16- B/ 1 T a eo i ` ° ppi a • GROUT J QUANTITY OF NOMINAL,5 REBAR AT T ? C.M.U. = �w WIDTH #5 REBAR AT • BOTTOM OF a TOP LINTEL CAVITY Lou O OF (0 W NOMINAL-° -BOTTOM o Ix ci g HEIGHT REINFORCING 4 a C7 s 7-5/8"ACTUAL PROVIDED IN G LL 6 W ) 8" NOMINAL WIDTH LINTEL < •' a 3 i� 5 REBAR AT BOTTC aS o, 2 AS INDICATED (VARIES) MATERIALS `-16 GAUGE POWERS c-Ti'-precast l(ntels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM Afi Grade 1. Refer to manufacturers specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. low relaxation. Refer to manufacturer's specifications. /32 wire per ASTM A510. 7/3 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementltiuos coating. See contractor specifications 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) 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 8t THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION CONT. PRECAST "U" LINTEL INSTALL MIN. 25" LAP FILLED SOLID W/ 3000 PSI GROUT SPLICE BETWEEN WALL (SEE LINTEL PLAN FOR MINIMUM REINF. & LINTEL TOP STEEL UPLIFT GROUT TO BE SIZE & REINFORCEMENT) AT EACH SIDE OF OPENING CONNECTOR FLUSH WITH STANDARD 90 TYP, CONT. BOND BEAM TYPICAL TOP OF WALL DEGREE HOOK 8" x 8" x 16" K.O. LINTEL (SEE PLAN) BLOCK FILL w/ 3000 PSI � / f GROUT w/ (1) #5 DIA. REBAR HOOK LINTEL REINFORCING i• r., i : ••;. �' °• a: .� .. •.:�;':� .; .. :. ., �, a ,.!: , i.'/*• •, '..; •: �.• �•: ". •. N INTO SIDE :: •� ...,;` VERTICALS r •..,� •'�t • r..C•..'. , . '-'r�'L� 'fir,,;•. •� �� � : ~.��-:• '•: ; PROVIDE 3"x3" HOLE ' ' IN BOTTOM OF ' PRECAST LINTEL TO '� . ' ; EXTEND WALL REINF' I�: I'•' THROUGH AS REQ'D. PROVIDE STD. "1..' 900 HOOK W/ MIN. .;' ; REBAR BOTH SIDES �' ; REBAR BOTH SIDES ; 25" LAP SPLICE OF OPENING U.N.O. OF OPENING U.N.O. •:. ?' ON EA. END ' 12" OR LESS ;.. •. y -�-T .--r INDICATES PROVIDE j 1 FILLED CELL KNOCK -OUT : FROM FTG. TO (BLOCK FOR FIRST .: BEAM w/ (1) #5 COMPLETE CMU BAR COURSE BELOW!; ; . :. F ' SILL & FILL SOLID W/ (1) #5 BAR • 8U 8" x.:�•. CM O TYP. DOWEL •.�. 25 MIN LAP • .:i•. (AC1530) SEE FOUNDATION PLAN FOR- SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION SHEAR FRAME"" SINGLE OR MULTIPLE WINDOWS SCALE: 1/2" = V-0" REVISION 10-19-16 O 6'-0" LL O 4'-0" LL O 8'-8" LL OMIN. 17'-4" LL (2) 4'-6" LL (D 4'-6" LL O 5'-8" LL LINTEL PLAN-B SCALE: Y4'=1'-0" N N_ 00 a_ c'w > W C-) O N C� 'T c it as M .a u w N �A = E o 0 !\1111111111f1/f!0 I WN N, E •% 4L t ' FL "eOFESS�Ovm To the best of the Engineers knowledge, information and belief. the structural plans and sWifications 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. rn W E Q $ (14 0) o .9 t» r'n <N"7 'C s �-,_ I LL W LL LL a _� d 52 lC 0 W 'M C4 0 yj tR g a' °r m IL=04NZdJ t ry o v W ❑❑ U R v Z N C" ( � o �'Sy4Z � Z o s J - a E3 C-4 Z M CD € �4--J cn (Q w m U � W G) 0 c lIi NCO _U ,E I c Q Y � N W o �o r O a� _ E: V FCC na �� o °wa w Z E N �ag ao a irk � �t ro <am2 0 Z �Z O W O �w �& �o w zl'd o 00 1.O = J 'L6 O cc 0 L LO co 0 Cr CL U) m N .-, O r, N o CD Liz N T Q n T ui M C`V 7 y c Z E O ffi a? cc C tL U J JOB NO: 22-08304 SCALE : AS NOTED SHEET NO. 7 Cm W I N u7 M N u7 0 cir a 91 N E r° x `o _ - V I Y i 0 n r :.3 n- N N ti N 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 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1, 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 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 0F CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2,1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A6151 A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1, 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C4-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 Y2' 3 4" MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-1-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-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6,0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED']' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318,1- "A permanent si n which identifies the termite treatment provider and need for re -inspection and 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/sprinklQr sstems inGludin all risers and spray heads shall ngt be installed wi�hin V-0" of the building side wall. 4. FBtj -R R318.7- TQ provide for inspection for termite infestation, between wal covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall, 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBCR R318.1,2 -Soil disturbed after - t I treatment shall be retreated e he initial including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, 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 okerpou and mortar along the foundation perimeter must be removed be ore exterior soirtreatment. 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 R�l8.1.6 - An extQrior vertical chemical barrier,mu$t be install, d after construction is complete, including landscaping and irrigation. Any soi disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1- A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N O N 00 N r_ Q a �� C7 � G 6C C„) N o co •t/1 t/f � N t O cn d , X c a 0 r19! i!DlBtJlr i�,L�t� �N C14•• 6 0 ?�F•....•,O� \ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W H E o M8 Vim' M Q C103 m' rn r= y N b LL C J LL w /� �LLLL S o_ LfDCa °� LL a: ? o N Z fN) Z Q r J aN Z 0 OU 0 ti W ❑ ❑ M � Z N z z tV - IV 0 -1 01 Uj D 0 w In m L C) ¢ `c _j LL_ =o $ r� za E rp ZQ E°< g= w ra Cn g o zLLr g0 W 8 U �W 0 Mj to c 0 O X 'L6 O 4) 0 LO CC Cr U T ^ CL V) m 04 �..i I%. LL') C) Ln N N LO T N T_ E m ^ Z° c E O E E ai c JOB NO: 22-08304 SCALE : AS NOTED SHEET NO. SN 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 IJ HOME H C G GARAGE SIDE 0 0 0 5'-0" o LO STUB -OUT FOR a o ' GAS METER 0 o � U O 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. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1) SIMPSON HTS20 OR 4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 ,mod panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 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. FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT w/(22)10d w _ NAILS TYP. GIRDER TRUSS a ir STD. 90° CONT. #5 CONT. #5>_- BAR 2X TOP PLATE ----r BAR � I HOOK r 5/81 #5 CONT. THRU FROM BOLT 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 ` I �I I � I SEE PLAN FOR REQ'D ��—PLYWOOD FLOOR ,I COLUMN AND SHEATHING PER PLAN CONNECTION l Y TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI y f 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 gap 2" min. 2" max. i 4" max. Job Stiffener DepthEnd Fastener Sn Intermediate JI n Jouie ist SeriesBearing Location a,, 9-1/2" 2-8d 2-8d { BC15000s 11-7/8", 2-8d_ _ 3-8d 14" 1 2 8d ! 54d Clinch nails ' 9-1/2" ; 2-8d 2-8d when ® - BCI 6000s 11-7/8" � 2-8d3-8d possible BCI 6500s® 14" j 2-8d_ ; 5-8d y 16" 1 2-8d : 6-8d 11-7/8" 2-8d I 3-8d - - BCI60s® 14" —2 _-8 d _ 5-8d__ Tight fit ---- 16" 2-8d 678d 11-7/8" 3-16d 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 4" max. 14" 5 16d 5-16-d___ required when indicated or _ i 16 i 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER- - flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. 0 SIMPSC w/(22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION UIIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS 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 BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900plf max. along bearing wall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS BEARING Use 3"(10d)nails at6"o.c. Required on interior walls:- for vertical load transfer Plumbing META12 TSS INSTALLATION / HTS INSTALLATION walls when load bearing - for lateral support when joists Vertical load transfer =1900 plf max along load bearing wall. Load bearing meet over wall, or wall stacks directly over wall or Load bearing wall must stack 'i,I * over squash=20 blocks and beam below Load bearing wall must stack over _ Non -stacking walls ' �� ^ wall or beam below." F blocking and wall or beam below.* require additional o Joist consideration. Check local buildin When joists meet over wall, provide 9 �, I -Joist can be offset code forappropriate 1/16' 1 3/4' minimum bearing for each. PLUMBING LINE J details in One 10d box up to 3" to avoid \y ! ` vertical plumbing TOP (2) #5's x 4' _0" areas-20 of high or=20 sinker , lateral load. nail each side i�y 3" max CENTERED @ PIPE PVC OR SCH40 SLEEVE PVC - at bearing. PENETRATION A/C CHASE 4" PVC r JOISTS OFFSET SLEEVE THRU STEM -- N.T.S. WALL ° ° a d a Provide adequate bearing - -- — I I -I d : o M Ifor each lapped joist. Use 10dx3" nails at 6"o.c. for all joist _•k.•_—I� 4 r** rr 4. TTr rrr blocking panel Non -stacking walls rT'(�TTf • jfr Squash block 10d nails SECTION @INT. BRG. WALL require additional consideration. — _ — _ J11 M (2x4 minimum) _ I III I _ FINI GRADE nil: 11�� N.T.S. — ��III:11FT — Bearing wall, Versa -Lam LVL or '�j�j�j�j'T'� fT�1=�— Glulam Beam 011"'iTL�TILTT( NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges rl 6 r A %" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" NOTES: DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. ..n stall tight to top flange. Joist hanger` \ 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 f�' depth L I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEM) SEE PLAN FOR •. • . • '. FOUNDATION INFO ` a. • a STEM FOUNDATION GRADE 14 Zia, a a r�i III v REINF. SEE PLAN wtv, I.nHJt 4 rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. r%lMr- \ /r-r%-rl 1 A 1 TI Ir%1 1 r-A lr'% TOP (2) #5's x 4'-0"- CENTERED @ PIPE PENETRATION a A .. PVC OR SCH40 SLEEVE / r PLUMBING LINE d 4 a c'4: c to z — 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' _0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a' I.Al d 4V. 4 dO L d a ° e 4 o e d SEE FND. PLN. SIZE & REINF. h1 a w N y O f0 Q �n' X CL c L d c d o t R' T c E � c 0. y 0 1N,111111111111 ^ WN fi tA -1 PY J)• LJ � ,• '. 7 4. I~ �f�FESSION j !!Ju A'0 �� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer s signature and seat. W v Sr� G Q 04a- a J Z LL LL LL lu 0. W r� mNco O a �aCo N Z a 1= Z OU y 0 W DO 0 z C-40 -J U) to CD GA U cn air Q A ,, w E 8 to = U � � a e, 0c S O Mz W E o 2 ] iy S > N <Zs z• E U z 06 oa j p 05 Z � dU W g K W � N i � C °d Yo U � e Z& Z b g�U 0 o W ; 38 �w �L S� O 0 L6 O co 0 Ln co 0 a. Cr U) 4-1 O Id") Ln 04 Ln T Q N n T ui Lin t` z Z c E O E `° c tl U _J Q _� JOB NO: 22-08304 SCALE : AS NOTED SHEET NO. SN 1 W M LO Q 9 g c Q 0 E �E S �€S 0 0 c 81 0 i V I q) OcV S O a Cl r.' Li ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 17FTYP')7 VARIES 5/8"OR 1/2" HIGH STRENGTH ' (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ 2x BLOCKING HORIZONTALLY@ I/ TI (12)10d NAILS 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" _l 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) 11(R302.11) - - - -- SHEATHING REQ'D. FOR ALL FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH z - - -- - -- SHEATHING W/ 8d COMMON NAILS @ PRE ENGINEERED WOOD APPLICABLE. _ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & -� _ SLAB & BLOCK HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE - - -- - - 5/8"° x 10" "J" BOLT @ 24" O.C. W/ TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"°x3/16" PLATE WASHER (TYP.) r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH " JO.C. ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" MOISTURE BARRIER t, ° A.F.F. @ 2400R 5/8"x10' WEDGE ANCHOR 21' SHINGLE ROOF, SHINGLES TO ° C') BE IN ACCORDANCE w/ ASTM =1=1 = I— " u ' wil I4 ELEV.-0'-331/2"MIN. D7158-CLASS G or H, or ASTM TI ; I A.F.F.D3161-CLASS F, IN ' I-1 L — ° 2x4 CONT. t� ACCORDANCE w/ TABLE N " R905.2.6.1, FLORIDA BUILDING �_ill� ll_ .II I I o0 ,��4' ° •' CODE 7TH EDITION (2020) 8" I _I j[ fI l l I III I I I I GARAGE DEPTH VARIES 31/2"(min. RESIDENTIAL - ROOF SHEATHING - SEE -=T TTr SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 4" 1'-4" FRAMING SHEET FOR U.N.O. N SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G GARAGE SLAB AT STEP rB TYPICAL BEARING WALL Lq) STEP C ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \j,N,0• W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL LSEE 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 Q 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 b 6 MIL VAPOR BARRIER ; p 1 COMP. SOIL. (COMPACTED TO 95% — — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" 1'4' (2 STORY) DETAIL) TYPICAL WALL SECTION rA 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 �• z M � 4" co T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH --� `--TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) A.) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) GA -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 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. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 111(R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1111) (ALT: 1/2"xl2" TITEN HD @ 24" -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL ,6x6W1.4xW1.4 6x6W1.4xW1,4 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �31/2" MIN. Ali 1/2"(min.)-4" �T1/2"(min.)-4" 31/2"(min.)-4" 6H (2) #5 CONT. 4" iT7 EN {1 41 8-1 I U.N.O. MIN. SHEARWALL C TYPICAL BEARING WALL @ STEP rcC SCALE:3/4"=V-0" SS SCALE:3/4"=V-0" S3 GCS' Po,4 o S�GJ 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 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" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ cc 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C-M-U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) 1"x P.T. STUD SEE SECTION C/S3 FOR INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION #5 VERT. IN FILLED CELL 11 (R302.11) SEE CC/S3 OR C1q LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 10d NAILS BOLT INFO. @ 24"" O.C.BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" .VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " 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 (6) 1/4"x3 1/4" TAPCONS 20" MIN, LAP 24" MIN. LAP SPACE ANCHOR 3500#,MIN. TENSION 2600#) *SIMPSON SP1 6 x 6 W1.4 x W1,4 WWF OR [ 1 J SPACED EVENLY 2X PT PLATE #5 REINFORCING N w/ (10)10d NAILS iv FIBERMESH WEEP SCREED INSTALLED r BAR w END OF 2'BOLTS 6" ^X PLATEAX N WWF OR FIBERMESH E 2x P.T. PLATE a M -- TYP. c PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR > ° ! e n r+ GRADE 40 MIN. i 40ksi ii e GRADE N z #3 � #4 LAP SPLICE � . . [GRADE 60 MIN. Fy= 60ksi] � - — r z FINISH GRADE 25" MINLAP 30" MINLAP _ a D n. 4 MONO OR STEMWALL "' ' ° [ I UU FOOTING MONO SHOWN oo w ° FOR CLARITY °O 6 MIL VAPOR BARRIER A. ° R 1 7/8" U)z #5 REINFORCING BAR — — —_ z - g #5 LAP SPLICE - - m _ — _ � �- I "MIN. LAP MIN. LAP T 36 36 N AIR NOTE: _ _ [ ] 0 3 CHAIRS e `�' COMP. SOIL. COMPACTED TO - 8 1-4 8 FOR BEARING WALL - - TYP. o - - _ 10 / MODIFIED PROCTOR ASTM 95 0 W/UPLIFT ONLY -- - l D1557) 411 1'4° #6 REINFORCING BAR #5 STD. 90 HOOK - TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING E #6LAPSPLICE REBAR DETAILS F WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" " ° i GRADE 00— _ (1) #5 REBAR w/ OPT. — 11 I I I I— SCREItN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE K'T SCALE:3/4"=V-0" S3 - BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS z Cn ram= - - ` I � I � ,•,T SEE A/S3 OR J/S6 FOR REINF. INFO. I I 13" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" INFORMATION. SS SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SS SLAB SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FORJ1111,• & LAYOUT DESIGN — TOP OF BEAM SEE ROOF PLAN c °. ° ° ° c (2) HTS20 FOR STRUCTURAL :- — — BEAM SIZE & N a CONNECTION INFO r, 11 zLa P.T. PLATE 2x4 #2 SYP P.T. FRAMING w/ - SEE A/S3/J/S6 8" nis" MIN 7/16" O.S.B. SHEATHING O.S.S. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE ¢ a SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE rM „ 1/2" 2" FROM SLAB Uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. - J CONT. BEAD SEALANT SCALE: 3/4"=1'-00'-0" S a INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE a=: 31/2 SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND • q GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL - EXTEND FILL CELLS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C. @ TO FOUNDATION PAD e STAGGERED, FROM BOTTOM INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. PLATE TO CONCRETE ON FLOOR PLAN w 0 SIZE VARIES PER PLAN M (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS s z RA 00 - G TENSION 120#) CONCRETE SLAB >di FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 g w SIZE AND REINFORCEMENT) Uj - C7 • -- °0 WWF OR FIBERMESH z a w -- -', v - - z _ `v BRICK PAVERS or SLAB PER 00 U' = • • • • -- s _ Z ° 0'-0"FIN. FLR. COMMUNITY SPECS `l � - M 6 MIL VAPOR — FOOTING BARRIER — _ - -' BEYOND — >T011_ FIT ~ ,, •. ,.., PAD REINFORCEMENT 3' MIN. CLEARANCE ;•1.'1 • �' • •'• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH L4" 4" : ,�. „ CONC. PAD INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=V-0" SS SCALE:34"=,-0" SCALE: N.T.S. S3 N N C4 c0 m C > W O t G O a.. N f0V y- •N N O C7 f0 Q � N Y > C, u • L2 3 CCd�t� Cm O a. V C, O Wly�iv S10� \ !i1`�!0" To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, 0 WW ` d E N QLl r rFin 00 Q ` J u_ W a Z i 3`._ a as o �$m o 1 m &1 LL Z 04 MZ d N z • W ❑ ❑ z z a z U Q) +-+ (� U r„ w � W w 1 �N = ) s U c Q Y 0 N O `c1 M o� w ;LL o E:E ►`°� W� _ ° z g E d0 8 < CV � �oM o � Z:3 J a ° �z 3 °off �o W �o w 05 ZI< 0 00 0 L6 0 d' rn M 12 O L Ito Q Cr Y T W 2 N 44-1 0 N IN 0) Ln N 11) ai LO N f/! c Z E c ai c a ci ¢ o JOB NO: 22-08304 SCALE : AS NOTED SHEET NO. S3 (MONO) sTc r W ro m N Iv 9 ZR 9 I i t a 0 i E 0 0 iV N i v_ 2 i z Y 0 N 82 N n CD m �`NP) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) -� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK .I� ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ ❑ HEADER FLUSH EXTENSION FROM EXTERIOR TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER *** * * STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW Ile 1/2" EXTERIOR GRADE SHEATHING --- FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN DOOR OPENING DOOR OPENING EXTERIOR WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 Fo, ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT rD "4SCALE: N.T.S. S4 KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 • • • L! _ •- • -� 11 isI III ■�I III_ III �11_I �1�li II! NOTES: 1U 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. 2Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J Q o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET 71 GARAGE DOOR ROLLERGARAGE DOOR TRACK CONNECTION ASSEMBLY ..( GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. Q SCALE: N.T.S. a a a , . POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" 31/2"- 2x CRIPPLES @ —i 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP a iARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. Op00 SIMPSON HTT4 TYP. U.N.O. 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE� SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) cu'j O/C FIELD v ? CL 2x TOP PLATE T `n 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = = CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL—` W/ STD. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL l E SCALE: N.T.S. S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE - NAILS TOTAL) EA. SIDE OF 4&,, SPLICE STAGGERED ATTACH ALL -' EXTERIOR STUDS W/ (4 16d TOENAILS TO 7 P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC /� LINTELS SP4 SP4 / SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" :)OXIED A.T.R. I&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE i 2X BLOCKING I I 2X8 P.T. BOTTOM P TE C 5/8"xl0" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" 0/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY 1 R 1 REV. 06.24.22 SCALE: N.T.S. N N v ao N g C7 sL..NX N x. 0-! = a 5 dcc = m' E a d '�'gO W lv i 04 �FESStOt� 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. 11- M a N g�� 7 M 0 ilk a u. a_ Z -9LLtL 2 98 a a rx W mN� o W IL Z Nz d J Z O U U W ❑ ❑ z z � -J Q91 Ln GA z U L LU � �0 Ln js ¢ C4 CD �Q o CMM w Z W' �' E V� 0 a® as 0 z E o � �� °r a3 � c <g �� o g� z J rw p W L 8 �0 aLL �V Fw 0~ 0 V 0 a� �L6 CD L0 (10 �1 :3 Q (7 r— a. m N L0 aJte N 0) . o r Q CV r M L0 z _ 0 >v ai = a 0 _j ¢ p JOB NO: 22-08304 SCALE : AS NOTED SHEET NO. S4 9 I SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (I 1 /4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/55 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. W/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 MAX( 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16J NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES MD SCHEDULE FOR SHEATHING DETAIL NAILING crruGnl II G GnR QWr-ATuliur-_ 45°± / 45• ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM 8 0 0/C. @ 1 EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)1 Od TOE NAILS @ EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT & FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR AI S @ E (2)10d TOE NAILS @ EA. BLOCKING • AT 7/16" OSB SHEATHING END GYPSUM WALL BOARD GABLE1 TRUSS ATTACHED W/ Od NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 7/16" 6 1/2"CDX PLYWOOD 7" CDX AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACH OS 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD - SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM / RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od 2x4 CROSS BRACE APPROX. FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING // \\ 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE / (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF FIRST FROM EA. \ \ NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES END TYP. TOP & AND 12" O.C. FIELD ATTACHED � \ BOTTOM \ \ (2) 16d NAILS W/ (2)16d TOENAILS INTO 2 x6 P.T. PLATEDQ 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 10 3" 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES k2x4'7" ON TOP OF PANEL FASTEN WITH dx @ 1/2 x 8 J BOLT @ 48 O.C. @ 48" O.C. 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 SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEBSECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N - X-BRACING, AND TOP CO SEE STRUCTURAL CHORD BLOCKING N � ;0 NOTES AND NAILING INFORMATION co SCHEDULE FOR SHEATHING DETAIL BACKNAILw/ 1 12 1/ " (2)16d NAILS WOOD TRUSSES 00 co 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING @ 48" 0/C FOR THE (2) 16d NAILS 2x4 B L KIN LOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS (D = 0.148 , L = 3) OR EQUAL " OF STAGGERED 30d COMMON WIRE NAILS �� (D = 0.207 , L = 41/2) OR EQUAL STAGGERED 30d COMMON WIRE NAILS (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF 0/C 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 ADDITIONAL INFORMATION. SCALE: N.T.S. S5� 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN- SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" SH SCHEDULE TTACHMENT >. SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ("l0 SCALE: N.T.S. SrJ GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2 CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 1 O/S5 r-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/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU '° CONNECTION 2x4 "T" ON TOP OF PANEL—/ BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 PRE-E1N1JINEtHEU WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) oil . BRACING w/ (3)10d x 3" AT _ • \ EACH CONN. @ 24" O/C \`MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG.) � � rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. _ "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 07- T-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L L DBL. TOP PLATE STUDS @ 16" O.C. ONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LU CORNERJACK Y a Q Er W Z cr 0 HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d 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 (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE'IT" BRACE AS PER HIB 91 SCALE: N.T.S. `SI I/ 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. ILI. 1111,0 I� g� NOTE: 4TOP 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 L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION cli C..) cv 0 o' u - -p dJ 7•C N C CO -Cc 4 tea. E 31 CP 4 rA �d�� �.� a, a. = N C E ro o a, w' tlI/jeA�`,fji M�11,141�'W 4 it c 6 '•. LU 0 fi r` 0� S Pi41 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. FW- pO g 8 V 0 N N rn S C r 93 Q U- C. � � M LL LL J IJLU_ W d Z °' o z O W pia) & W F Z m w to MZ ¢ k J N OU Z W ❑❑ CD 2-1 Q � -- N M N � V CD f0 V LU 0 � 0 w s w _ I 0 s M � 0 E a 62 a xo z �E ro o ego g� 08 ro � 10 y�2m p z zCO �Ni y J CA µbz > g U U 0 as � 'Ir. 4cp Cp V' zIa a't o Uri C O =�y N �'Y^ ' O 0) 0 L Ln O Q T U) .2 N N 0) o T Q ^ T ti N c cc C 3 E O t/N� a E U 3 v y c c JOB NO : 22-08304 SCALE : AS NOTED SHEET NO. S5 w I N t2 m L0 E' cgi B b J I C9 1.2 c a N x v E i ri Y i O Na CV N n 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" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P,F. TOP PLATE -ATTACH 2x STUDS ::::::�/ TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL r DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL' AREAS. FLOOR SYSTEM 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE ")C @ 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.0 BASEBOARD MIN. 2500 PSI CONIC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY G ..d. •... .� a M I� a .. .: ° . 6x6 W1.4xW1.4 — : ° WWF OR FIBERMESH , - � III • I. 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 a NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LU 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 LAYER 1/8" THICK. —INSULATION PER J� CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD, 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) v 4"x4" INSPECTION PORT AT Cr a EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR LO N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE INISH GRADE u T1Ti` `-STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR "' (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=1'-O" 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)1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL-- ---- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR, UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS END SHEATHING TO IF BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1"" 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS" 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 q FLOOR CONNECTION g S6 @MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. NOTES: " USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d S __1 T @ 4" 0/C, 2 ROWS STAGGERED 00 FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °P SEE FRAMING WEEP SCREED T Q PLAN ' . INSTALLED PER MANUF. !z T L •• 2"x4" CROSS BRACE @ 4811 SIMPSON HETA20 w/ (8)1 Odxl 1/2" O/C FOR THE 1ST 2'-0" OF I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION 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 21/4" TITEN SCREWS TO MANSONRY 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)1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. --� 2X P.T. PLATE --� E 8° N/ ;HER BERMESH 81 I. -IL J 8, (3) #5 CONT. ON 3" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. 15OSB EXPOSOSUREI �LT SHEATHING x PROVIDE BLOCKING AS REQUIRED PER II D a SECTION X-X IF NOT FULL F HEIGHT SHEET C I II z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I EXPOSUREI F SHEATHINHIN G ru SHEATHING x :::C SOLID 2x I II II II BLOCKING a ALL C SHEATHING EDGES (SEE III OPENING SECTION X- a 0 C x rrW x E F- 2x STUDS W III III II II I BEYOND. y SEE PLAN I III N 2x4 P.T. BASE 21 RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAks SPACINS3/4"1/2" 1/2" 1/2" SINGLE NAIL EDGE SPACING DOUBLE NEDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #'2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS (g 3" O.C. STAGGERED FOR SHEATHING vFanrA arrrxiun SECTION X-X 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM }6" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THANy". ? OA NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL 0 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL Y @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J LU LL F- 0 C,PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER y r 0 in xi OOrn w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0'n m LL : U.0 ~ OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 MEMBER IF GABLE END c N LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 SEE PLAN FOR REQUIRED- - CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL • 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 2"x10" OR GREATER HEADER 0— SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 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)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTALL @ 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. I:- ° SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH 11 E _.._ I I A. 11111111111111111 _..._��i a 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' (2) 3 (2) (2) (1) LSTA30 9'-16, (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA, STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 1-11 I I 4 (3) # 5 REBAR ON 3" CHAIR 14" I 1'-8" W/3" MIN. CLEARANCE ` J ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-O" G ADDITIONAL INFORMATION. S6 M Ki% O 00 cV o � b U L A U N O u m x �LLa N fC rJ N �r O i0 a� ar fl,; w 1r L C 0 a 3 Q m 0, . ca cu E O [a- u w !"�.tiatSlSttNMIsrH/psi ����'`• o Witvvv�!! i" L- • r''ES5i0 t\ 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 11 v A 0 S a 9 - '10 lil) 4! M iw LL Q� JLL W 0-LLLL = W sad go a $ L'. 8 W �' 0 4i O' W LLDo Go z a 0 (V J OU 0 to Z W 00 z z z s; Q Cl- (D PI �V) U LL 4--J U c!) � 0 0�� w (A � _ U � x Y Q see o W Z <n 0O o Wz o° I f <s go ►fO @ �� u 23 zg$� I- w¢S Z Y L �(U Cn (U < O 19 g z& J 8°2 8p 1�6 � W c 0 0 7 It M c� Vi ICU C) T— T_ Cr ch N � �.i 0 N 0) .0 cLo LO T Q 04 T E N n ? z :3Lii E = c 0- 0 -1 ai Q o JOB NO : 22-08304 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE: i.. = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS I=f)P RICE ANII RI IN 1M1=0PNAATIr)N 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 1 2x4 PT NOTCHED INTO I STRINGER AND TAPCONED' INTO FLOOR WITH GLUE - AT STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' 2x4 SYP BLOCKING FOR STRAP (SIMPSON I 1-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L/2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING Lx4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: i" = 1'-0" VVALL 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 rSTRINGER A FACE OF 2ND RISER 3/4" RISER CUT TO FIT �, MAINTAIN BETWEEN J" / \ AND i" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR / �1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD / STOP / 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I 1 5YP CUT TO FIT / i kRS IN WALL ---2x12 SYP I BEARS IN WALL x4 BLOCKING FOR 2x12 / I I2x4 PT UNDER 2x12 ' 2x6 SYP / \ \ ROVIDE MOISTURE / PROTECTION ATTACH ALL COMPONENTS / 2x4 SYP BLOCKING FOR STRAP / \ OF STAIR TO CONC. W/ " X / 2x4 PT NOTCHED INTO STRINGER 2 1" TAPCONS @ MAX. 32" O.C. / AND NAILED TO FLOOR WITH GLUE \ (SIMPSON MTS12 w/ (14) 10d x 1 1/2" ATTACH ALL COMPONENTS \ 1x4 GLUED AND / AT STRINGER CONTACT POINTS \ NAILS) OF STAIR TO CONC. W/ J" X NAILED TO STRINGER / / 2 J" TAPCONS @ MAX. 32" O.C. \ / I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = T-0" ALIGN THIS STUD WITH FACE OF 2nd RISER ___[ 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP " 2x8 SYP DRYWALL STOP / MUST NOT TOUCH I / STRINGERS G E2x4 BLOCKING FOR 2x12 SIMPSON A35 I2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER\ (SIMPSON14)1Od MTS12 w! D NAILED TO FLOOR WITH GLUE-7NAILS) x 1 1/2" STRINGER CONTACT POINTS NAI SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL =2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER A SLUED NAILED SECTION D-D SCALE: 1" = V-0" 3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND I 2x4 PT NOTCHED INTO I STRINGER AND TAPCONED' INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) `--2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4 GLUED AND NAILED TO STRINGER ,,FOR DRYWALL SPACING H SECTION VIEW "E" SECTION VIEW ON A F 2x4 STC 2x4 SCALE: 1" = V-0" NOTE: 2x8 DRYWALL STOP \ NOT SHOWN / TOP OF STRINGER STRINGER — SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM / GIRDER, FIELD VERIFY OF NEWEL POST \ PER CONTRACTOR OPTION: 2X4 CUT ON y (2) LAYER J" EDGE GOLD OSB OR PLYWOOD BEVEL GLUED AND NAILED TO SUPPORT AT 1 ATTACHED LVL W/ SIMPSON H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G11 SCALE: 1" = V-0" F SECTION VIEW SCALE:" = 1'-0" 0 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES 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 JOINT -TO )ISTS) H 2X STRING R 2X BLOCKING PSON MTS2 w/ 10d x 1 1/2`-NAILS \ 3(dDD OR 2X BLOC&G RIS* VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" Y� c 00 c CI-4 w n W C CW ci Q r, c' M " N m Z7 X C LL O- rn O N W w d E- it ; m .°' u m r m C O Sr sz, .1O s. N r' 0 SRO WIC ��i� ,� 12 rcli cli \a < °. F�0 2 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. r4ii I N 0 Q y M a -J LL W fft3 Z O1i `� `c° Y 0 ox &I m I d� IL Z Mz Z N OU 0 y W pp z 2� z Ll N C� o 01 f0 W u o O U (0 ¢ Im �0 C11 S (op� Na w Z C� C13O Q E o z® Q 0 C 8 z ra W ru c wg W m 0 �Z f�f�j r1 s W O W hLL W g �Zy �2 CIS yo CO V �C:) >L6 O Co c� co O �1 Q � Cr '� r F... Ln a4-+ N Z o 0) L0 (V Ln ai m O Q N c z z E d E m a U � JOB NO: 22-08304 SCALE : AS NOTED SHEET NO. ST I N 2 m N >v chi CD I 0 CN 3 4 N E LE Z i I 2 i i 1 i N a N DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 � 1 x4 P.T. 3/16"� X 3" LONG j FURRING 3-1/4" LONG X 3/16"?� FURRING TAPCONS L. FURRING 2 ROWS 3/16" x 3-1/2" O TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4,, 2X8 BLOCK@ SPACING 1 „ DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" ix4 P.T. DOOR JAMB (REFER TAPCON @ 16° TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. ix4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16° O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK T-O" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO K.) 21-0" 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 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS LEAVE A CUTOUT 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, $ FILL SOLID BOTH CELLS #5 REBr (TYP,) STD. 90' HOOK (1 +5� NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 112" 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"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (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: SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL j REINFORCING PANEL SMOOTH. DO NO FURROW. :;..• • " F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT a. ` FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 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. JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. '-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4M." 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" = V-0" SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6-0" C .e �► �� .. . ► p � GRADE >. p t. e � p , Z r o► , e \ n , (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV, 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦♦ DO NOT DO THIS to #5 REBAR (TYP,) kR ♦♦♦ 0411, ♦♦ tD. 90° HOOK (TYP.) YP.) ♦ - a I ,$0 t2" NOTCH ; FIRST COURSE THE ,�, ♦♦♦ 4/16/ FILLED CELL INSTALLATION H SCALE: N.T.S. Ss _) SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE -�--- ALUM FASCIA PER PLAN I ( 1-3/4" TRIM PAINTED F CHANNEL, I I SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW —I—- 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 SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE &R� TRUCTURAL SOFFIT ALE: 3/4" = V-0" ("") FOR ALUMINUM SOFFITS WITH SPANS V. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2x + + U CFNGTH + + + + + + + + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL—J SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS / + REQUIRED TO '� + SUPPORT SOFFIT SEE ELEVATION ' FOR OVER HANG (MAX. 4'4") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)1 Od 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::,, - Cr z O in a 2 U_ O w U a 2"x BOT. PLATE W/ (2)10d @ 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 TO 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" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REM. 1'-011 51-011 INISH F • ' ' #5 BAR p ► , . .• CENTERED W/ g ► . ;' • . .' �►99IN TOP 4 ► - • a KNOCKOUT / EN CHAIR BLOCK MONO FOOTING .. SIZE AND RE INF. PER PLAN AND SECTION DETAILS CLEAN FILL .► p DIRT 6 z �• ' STANDARD q t> 917 HOOK N #5 BAR IN FILLED CELL, • - • - . • • .`• • • �+ • .�- i •,I\ .;7 It ♦ • r STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING SECTION N DETARLANILS AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' 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 ± 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 L� 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. 00 N GO o E-- o CO c roc,N o O° x in C�'r< N C7 Q w CV X 3= d d , - a 3 R ea 3 `- y m a � •— u m o } L: T Q -M = E o a 12 eeyy ttttttf/ry�•� � LU 1 F-��. ti411 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. 0 AM F Ag iff N MIN V A93 Lt y J C J LL uJ a Z co Y 4 04 WgpjO' m Z M Z d J J I- CN OU y Z013 O z ¢ 9 PI a %� t V I PI N Z .5 € U. rn e V � W 0Q) V) w c]k YZN Cn Cn v Q 0 N sly o w oZ U_ E ao a° s >� zo T 0 S8 F- o Q 8 a z N t w� irk <o mF F2 0 W � a mi MI5 v C 4) '� O d' cc c� L0 co O V) N LO 0 N � � o Ln N r- Q ^ r ui cEo 4 N O N ^ o Z Z E T) a3 a 0 _ Q 0 c JOB NO : 22-08304 SCALE : AS NOTED SHEET NO. SS I i I 1 -------------------------------itI CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG, TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB ----- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP —' MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. --\ ^ 1 �-Z WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" 1, (2) #5's CONT. T&B w/ 4" 1 #3 STIRRUPS AT 4'-0" WHEN DEPTH - EXCEEDS 30" GRADE -- 04 z PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD VVI �- 1 vu Lw 1_.rw1 1 1 1 I- •. w TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. r-• �r r �r�r/1T-ri1.1 T\,f1 1 1 .1 !1 TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 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 2'; Z• (n et PORCH SLAB SEE N - -i � a FOUNDATION PLAN w z w 2 #5's CONT. T&B w/ #3 STIRRUPS AT iv ? 4'-0" WHEN DEPTH , ' EXCEEDS 30" ' . LOWER OR Ilk GARAGE SLAB 11.411 SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT VARIES W/ ROOF SLOPE F- SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN PLAN TRUSSES W/ (2) 12D NAILS EACH WOOD WALL -\ END TO TRUSS TOP CHORD WOOD POST. SEE FLR OR TRUSS. 2X4 CONT. W/ (2) 2X4 BLOCKING TYP. PLAN FOR SIZE & BASE SEE PLAN 16d COMMONS NAILS EACH BETWEEN TRUSSES TRUSS CONNECTION PLAN STUD TYP. T&B SECT. A_A kA EXTEND TRUSS OR SLAB 1 1/2" ROOF SYSTEM G.T. \ (2) #5's CONT. T&B w/ ADD 2X4 ALONGSIDE 4" �. #3 STIRRUPS AT 4'-0" bv WHEN REQ'D TOP CHORD Q PORCH SLAB SEE WHEN DEPTH TO PREVENT PLYWOOD FOUNDATION PLAN EXCEEDS 30"SHEAR TRANSFER SPAN FROM EXCEEDING A GRADE MAX 24" SPAN (EITHER USSES HIP G.T - .�.. EXTERIOR. WALL SIDE OR BOTH IF REQ'D) 7 SCALE: N.T.S. 11 All (2) 12D NAILS AT 12" O.C. MAX 2x4 #2 SYP NAILER. NAI TO STUDS w/ (3) 16d @ HIP/RIDGE BLOCKING DETAIL ENTRY PORCH SILL EACH STUD- TOENAIL EACH TRUSS TO SHEATHING ATTACHROOF AND NAILING ATTACHED PER NAILING 2 14 NAILER w/ (3) 10d SCHEDULE SCALE: N.T.S. SCALE: N.T.S. SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ WOOD OR MASONRY ABOVE IF 2x DOUBLE LEDGER, FRAMING PLAN MASONRY PIER SEE FLOOR PLAN ATTACH FIRST PLY FOR COLUMN INFO WOOD OR MASONRY TOP COURSE TO w/ (4) 16d NAILS TO EA. INTEGRATE MASONRY ABOVE MASONRY BE CHAIR BLOCKS. END OF TRUSS THEN KNEEWALL INTO CMU BASE OR PIER SEE FLOOR ENTIRE BASE TO ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN BE FILLED SOLID AT 24" O.C. • REQUIRED INFO t t I MASONRY KNEE WALL MAX 3 = 0 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 SEE ELEV. FOR SIMPSON LUS26 w/ (8) 10d w/ (1) #5 CONT. FILLED CELL VERTICAL EACH BLK HGT. NAILS OR IF 2 PLY TRUSS REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED I I SIMPSON LUS26-2 w/ (8) 16d SEE FLOOR FRAMING PLAN Z I I O MAX 3 SOLID. SEE ELEV. I 1 #5 REBAR CONT. NAILS TO LEDGER AND J/S6 FOR MORE INFO. COURSE FOR BASE SIZE @ SLAB LEVEL 2X8 #2 SYP CONT. LEDGER W/ VERIFY WITH PLAN FOR LOCATION AND DIRECTION — — - (3) #5's EA. WAY I I EXTEND SLAB (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR w I I I I I 1 1/2" BEYOND INTO END OF EACH FLOOR BLOCKING INFO) w BLOCK FACE TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL =;w-- - EACH SIDE) (TYPICAL) _ - QII T EXTEND SECTION AT LOW ROOF _ Q SLAB, 1/211 9 P I SLAB PORCH SLAB SEE SCALE: 1/2" = V-0" LEVEL FOUNDATION PLAN RADE SEE CUT -N — ' z 2 #5 s CONT. T&B w/ ( ) .r INSTAL' CONTRACTOR TO ST SECTION FOR 11 - #3 STIRRUPS AT 4 0 MIN 3" x 3" WEEP HOLE MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" 11-411 TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR ENTRY PORCH SILL 16 CONNECTIONS INFO. SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TI E BEAMS TOGETHER I ------ SEE PLAN SIMPSON HUC410 w/ (14) FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO I I SEE FLOOR PLAN FOR �- COLUMN SIZE & BASE I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN -1 1 CONNECTION INFO I I _ _ _ REQ'D ONLY WHEN FOR COLUMN SIZE L — — — — — — INDICATED ON BM. & ADDITIONAL INFO. nTG I _ _ _ _ _._ _ . L__ _ — — — SCHEDULE/PLAN EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. INDICATED ONLY WHEN COLUMN SIZE & BASE I OPTION A 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_� A SEE PLAN FOR TPZ-1= A I SEE PLAN FOR CANT. IF INDICATED I CORNER SEE FOUNDATION PLAN FOR MORE INFO �X COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. W SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. ri MIDDLE BM. SPLICE OVER CENTER OF POST Y2" CDX PLYWOOD OR 316" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP ---� ♦, a 4 ♦ a GARAGE OR LOWER SLAB SEE PLAN TRUSS/ _ OP WALL EE PLAN f-- MIN. (2) 2x8 #2 SYP I- 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 J-BOLT OR Y2 TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT na—a aka A.x %.. MAIN HOUSE SLAB (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH d EXCEEDS 30" 8. SECTION @ GARAGE MONO 21 SCALE: N.T.S. N N N 00 N 'o O a o -C o C33 y N O ili N w p O F, y E C N O of 9` gR0W� ^(0 '. Q 4x\ -- N ESS`0�P \� r���ff�fl/Slll�kll00\`, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a 0 v - d ie � 0) di cn M V. iR LL J LL Lu I1� V Z � ut LLl a —v a W F O N (b Z oo M Z yLL N O U 00d' y z W ❑❑ (D J — cl- V) N z �(1)LU LL U L � O w) $ V) N v Q m o Mn w Z M J o aE E_� s g '0U0 ® Z o E a°a wz ao x i mI C � VJ J cw7� gr� 3Cn W z a p 0w c O = �0 J 6 C m L co 0 T T � r a W m N ~ Lr0 p h N � o ci lEC 41 j O N y o Z E E � CC) m JOB NO: 22-08304 SCALE : AS NOTED SHEET NO. D1 I I I I I ----------------------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING . IS INSTALLED). SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN d 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 JAMB STUD AO SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END �. [ ;4 q TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d f NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C o AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN ? OE 5/8" A.B. @ 24" O.C. AND 6" FROM '! EACH END W/ 7" EMBEDMENT. IF .;F F AT STEP DOWN LOCATION, MIN 7" SPF L EMBEDMENT PAST STEP. .i E PLATE PRE -EN INE SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE G E RED F O C B B H C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 _ EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP — lil 0 TOP PLATES BE SPACED WN 6' FROM OPENINGS % AND MULTIPLE STUD PACKS Li 2 x 4 #2 SPF STUDS �. g G INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. PLAN EXTERIOR HEADERS E F I TYP p F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 6" 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 r5r5 ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2 10d TOENAILS AT EACH () EXTERIOR HEADERS END OF SILL (MAX. OPENING , (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH t. SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j ' ` FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. aC� 2nd FLOOR W/ HIGH BM (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL 0 BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT / SURFACE A 2x4 #2 BLOCKING I NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. j BLOCKING 1-1/8" RIM BOARD 8d NAILS @ 3" O.C. JOIST SEE PLAN WALL SHEATHING ;ice (2) 12d TOE NAILS TOP TO RIM BOARD ' ' & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) -10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF 1, 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 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 A 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 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. 3 3 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 TYPICj WALL (2) SIMPSON MS (7) 10d NAILS & 1/4" TITENS �C1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. SEE PLAN FOR CONN. �M - 2x SPF TOP PLATE GIRDER/COL. CONN. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM I Aw V �"OCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. PLAN FOR CONN. SEE PLAN FOR COL. SIZE NAILING AREA (TYP.) (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT L, SEE FOUNDATION PLAN FOR FTG, REQ. 2 STORY COL. @ GIRDER � SCALE: N.T.S. 2x4 STUDS PER PLAN (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT ,l 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 @ 8"o c FLOOR DECK SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. DOUBLE 2x4 • TOP PLATE 2 WS10d@ . 3r, 0/ Np • �TFs�B'2-�s� TO TOP SPLICE PROVIDE 2x4 ON , TOP OF 2x8 TO ' BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND ­X DOUBLE AGAINST 2x8 2x8 TOP STUDS PLATE 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL 1� SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION -� SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUTSIDE DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" ,- O.C. TYP T & B SYP U.N.O. 2 x CONT. 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 P/jr��"Z_ 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER I I I 1 CONNECTION � SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d - NAILS AT BASE 1' *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER II i'I (IF CRIPPLES ARE LESS THAN 8" - LONG NO STRAPS ARE REQ'D) 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 I (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. N N c N 00 V Q�o Cam[+ o U CV 0- N (O N N 1C eq at W rs d y r Q 3 ■- a� o s% u �RD W N 4 -. •. _` �( ;• J O� � UA W r � 4,�ROFE /,,ryIIIIII��� To the best of the Engineers knowledge, Inforrnadon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Floride Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a 8 N 6 F S 0 00 cc 04N u LL o_ CLL9) Z a 14 re C � Z OU N W El I z N G a O c `� �� _ d U s tiN W CM __ �EE p u� Zx Q zE F- V a.i <om2 z 05 fn Jm� N JO o Q �1 Z (D 8 ° V 4 W y �LL y2 4a 3 �x 0 3 0� C _ C J m cc � T _O Cn co C4 r Ln ..� r11-1 � 04 L O N Ln T N Q' � T ai r0 N o z _ E m to a U a o JOB NO: 22-08304 SCALE : AS NOTED SHEET NO. D2 0 3 I N �1 m LO av 0 i� 0 c 3 tR Q 0 E H to g FBI LZ �I a z I Y i :c N N n THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ' ' MASONRY • WINDOW BUCK , t , 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT - = REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 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 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE FRAME CONSTR. WWOOD EXTERIOR SELF -ADHERED FLASHING 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 Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER 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 asRinstructions in each detail that corresponds to the numbered items in the list 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 SELF -ADHERED FLASHING NAILING FLANGE SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST 0 Co DOUBLE JOIST WOOD BEAM BELOW 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 SHOWER SEAT WEATHER RESISTIVE BARRIER %.N SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER W ¢�I z z aCr a 0- a 1;_I W W ('J W W U LU W q Cr W Cr rn DOOR ROUGH OPENING - 3/4'A" 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 8 2 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 1� :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. E)tterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (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 OD 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 AM CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 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 ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING -SELF -ADHERED FLASHING -,,,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 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 the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE AD ESVEASsE SHOWN) contraction, ASTMC1281, 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: 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 Flashing door be installed in the 2 shall comply with AAMA 712. at exterior window and openings shall accordance with one or more of 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. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING 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 putters. 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 SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - - BOND BREAK WEATHER RESISTANT BARRIER- -- SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS ]---F STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB { I SF LATH l ii I 4, I I � I SACKER ROD FINISH 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 41 cc C-9 CD W 0 Eyo c ` cc >4 -0 cc N_ /6 p d N X m �- c m N S! v W � n:. L N 0 N r1. N t� 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W " CO � 0) Q� J LL W Y Z LL U. R i C - " SLR t a 4'" O W W 11 CN LinN N Z ,^ OU Z W ❑❑ CD -® Z � M a rz � N i� CD .o 0 U W }C1 � M U1. c. A Ow Ln c a U C � Q � 0 04 M Sd o w Cl) M h Z Z Z __J z. >� z0 it0 O E_ 0 0° °< g� Z co Y U o& Z co 8 ° V W � 3 C, �w } CID g� U?i 0 O �Ty a�i �6 C It e N L � c Q m N 4 Ln O LO N .0 c LO N L0 T Q T cc M Lf) N ,,; o Z Z E CO La aa.. v � a o � JOB NO: 22-08304 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets (10 Q 41/2e x 41 t2' x 2-12" back Cross Support " (May be Gut to W) Sim Amber 112"01a. A325 (TYR.) Stateket (w0auge) v tY14 Self -Drilling Screws 1 �3-518" NC unk bottom Edge HUMcane Strap (TypkaF.3 in front) Washers Front Cross Support Se f+l xkkt9Nuts (May be scut to W) Left Bracket (16Gauge) 014Self-0011rgScreftThruBrackou& Back Cross Support Into AX Unit Bottom Side (Typicait 3 each side for hurricane use) so." -.41sewa ararJ-b-,r�I44 prautiel WA t-h 14-ark An Liu t i11�.114r.2 � nWdtaitt MIpOtl wail Florida Dipartrnent of Business is Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe I of i 12nasml Glat aDmSt 2di Gala ILMLmIm list TM vaUMn soloom cmag Endisasr&1Jcrlea Yddd" yald.l4 ttlaaaaat FIC Approval Aag[aYla am A}Nnndion 2020 Oman Venn Roduds, 1M Mcheal Graham Hennrs F. Naero P.E Locos 5-den RE 12N612020 ivisno20 12n6r2020 App sdi cateaw. atntauM Components (077)441.8368 PE•73775 (334)300-180D *Acat*pgr. Pradude Introduced. Result of IIIM®amedwentcom Nor Tredmelogy Consilian- Method E-1-fim A•owl tam a Florida Registered Architect are Ucemd Florida Prdeeelond Engineer 391 Quality Aewxratss Amowe fr Dee Appraise for (let kow nldm Sit $aaIMLOngLImu 1O2a81L OuYkle.MR luitluLL 1 $hartVrlf Modbl a1540610 1201n023 Due[ FUneeen FIaM end Willistones ston vent Y Yin N/A t100L/00 2 enertVam Made1111540311 Duet Fund- Flood and Wngaoon Vend 12131nM Yes Yee N/A •100AI00 3 8rrartYent Mooed Nti40320 in Lis Rood Vmt 12131n023 Yes Yes NIA •100LIDO 4 a_nVem Medal e1040821 nfulated Flood Vent 12r31/2023 Yes Yef N/A •1ODA 100 5 Smetvant Mode1s1540524 16&qud: Glass. Dar Ratio Vent 1=1k023 Yes Yes NA WA 6 9mertvomt Modal M1640570 Wood Well lnsuetse Flood Vent 1213112on Yq Yee NIA •10DF too 7 R martVem Mosel Ir SMW4 14.5a4d: Gauge Door Flood Vent 12/31n023 Yes Yoe N/A WA Florida Department of Buslrlees Is Professional Regulation Building Codes and Standards Product Approval Application Detail 9" in1w or Ism Xl= IYIw(uiat7c Gag" EmhoLkLaama Rswron 2020 Dread Metals. sec. Jesam Shumate ZtCnely R. Pder Cleary: Rooting 1502) 303.1311 PE-74021 SubCaeaory: Metal Rooting hhumeteQaexmel.crn Compoanes Method Rooting Repair from a Floret Registered Architect or a LkMeee Nord W Prdxel-0 Rings-, Sul Product Dlfsumga 1 parer Meld Roomg System DMC 100109, DMC 15DSS, DMC 17M DMC 2008, ONG 5V Faye I en1 1114112021 no 20 Due PArAlm an Y ffi lawsaa ?Ism ER&AMari &ROOM am Wake BONden P.E. 09Aa2020 DMW2020 owwzo20 11Y1301320 Apprcwed (334)300-10DO 9{Mt[Y.AwfaaOSa Approvsefor Use ADDFoysetrUM 11129:t 229M Smcaai..mlualnDia mmma aLgAicit HM IimiaW IhLMIn 1213IM025 Yes No NIA WLiao Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 4 1 nrzoa Approow� im version Ma/Wf9l:nirar Gomm & Lloenastdat ya(ed ev Wiggled IW FOCC AobrMoved smug Ravalon 2020 Thrme•TN Corporation stave Jesperson Lyndon F. Schmitt. P.E. Ryan J. King P.E. 04/182021 12/3112020 04/22/2021 0&x082021 Approved Catapsry: Exterior Doors (800) 643-7625 PF.-43400 (813) 787-e558 IutKletelow. 9winame Exterior Door Atesattlses si-P•rsonathermshu co Compliance Matlroo: Evalustion Reportfrom s m Florida Registered Atch6act ore Licensed Florida FL'M0401 professional Engeteer 6 t aduel9 Jsgg RaduetMptlel. Number lor Names Oueft PrieductlDesiamoblin Cen4aet Asauranes Exmiredan bags AOaro1/adfarl1" AOprowedfarUN iZ Dutatde 1= )[mood S911m Design 2m>vuffi 1 a. Thema•Tru Fltxar-clastic and Smooth -Star Nomlnsl 68A"JA;8 86quotlmpect8qubk Opaque 12/31/3022 No Yana Yes WA Composite Edge Fiberglass Single Door (Imou nglOuMwMg; X configuration) 2 b. Themn.Tru Fiber -Classic and Smooth -Star Nominal 8&M,8 &quotlmpacM,quat Opaque 12131/2022 No yes Yes WA Composite Edge Fiberglass Single Door with Sddte(s) OnswngrOLdewing; XO, OXw OXO configurations) 3 c. Therma-Tru Fiber•Gessie and Smooth -Star Nominal 66R3Q,.8116quat.I paet&quot Opaque 12r3112022 No Yes Yes WA Composite Edge Fiberglass Double Door with or without Selelites OrsavAnglOulawing: XX a OXKO configurations) 4 d, Thermo-Tru Fiber -Classic and Smooth-Smr Nominal S8M37,0 &quatlmpacllt,gtrot Opaque 12r31/2022 No Yes Yes WA Composts Edge Fiberglass Single Door (Ins"Mutawyig; X configuration) 5 is Themu-Tru FIber.Clealc and Smooth -Star Nominal S&M39;D &quotin"c%quok Opaque 12131r= No Yes Yes WA Composite Edge Fiberglass Stgle Door with Sidelbe(s) (Inswngl0ulew ng... xO: OX a OXO contguratana) e f. Thermo-Tru Flow-Clasdo and SmoolMSter Nominal tila3 ;0 &quotdrrpectaquot Opaque 1213112= No Yee Yu NIA CompoeiM Edge Fiberplaus Double Door vnth or wf raut Sld&IRU (Insveingfoutomng; XX a OXXO Confgurallons) 7 g. Themha-Tru Fiber-Clesslc and Smooth -Star Nominal 68M ,8 8quotlmpactbqual; Glazed 1213.12022 No Yes Yrx WA Composite Edge Fi brgli ss Sigler Door (Inamintim.1 wFg; X configuration) 8 h. Thamw7ru Flbef-Cassle and Sli Orth-Garr Nominal U039;8 &quotin"0 6quot Glazed 121312022 NO Yes Yes N/A Composite Edge Fiberglass Single Door with Sidefite(s) OnsWrg/OusWng; XO, OXrx OXO comflgundbons) 9 i. Therms-Tru Fiber -Classic and Smoot -Star Nominal 8&M39,8 &quotlmpaet&quot Glazed 12/312022 No Yea Yes WA Composite Edge Fiberglass Double Door Will or Wthout Sidelites Oremi g/Oubming: XXor OXXO conngurallons) 10 J. Thermo-Tru Fiber-Classlo and SmooOl-Ster Nominal O&MO 8quotmpactilquot Glazed IWl/ 022 No Yea Yes NIA Composite Fudge Fiberglass Single Door (InsWng/Oulswaig; X configuration) 11 R. Thermo-Tru Flber-G4a61c and Smooth-SGr Nominal 88p340 &quotlnpacul quot Glazed 12131/Z022 No Yes Yes N/A Composite Edge Fiberglass Single Door wlth Sidelta(c) (Intening/Outewng; XO: OXcr OXO configurations) 12 I, Thrrw`rru Fiber-CMsale anti SrrlOM,Ster Nominal 89M.0 8guotimpeemgwt Glazed 1201=22 NO Yes Yes WA Composite Edge Fibargli ss Double Door win or without SEelau (IrseNirglOtteW ng: )Mor OVID configurations) 13 m. Theirmit-Tru Flb"r-Classic and Smooth -Star Nominal 6&M30;8 8quol;lnpact8quot Glazed Molded 12/31/2022 No Yea Yes WA Open Composite F. j Fiberglass Single Door (Imaxi lOutswing; a)nflguratpp) 14 n. Thrrrq-Tru Fiber-CpslO and Smooth -Star Nominal 8lItIOR8 &quptlrrpa quota Glazed Molded 12I31/2072 No Yea yea WA Open Compmie Edge Fiberglass Single Door with Glazed Molded Open Sldellm(s) (InaMrgfOuts Ing; XO, OX or OXO configurations) 16 0. Therme-Tru Fiber -Classic and Smooth -oar Nominal S&M39;8 &quotImpectloluot Glazed Molded 12/31r2022 No Yes Yes WA Open Composite Edge Fiberglass Double Door with or without Glazed Molded Open Sidates pnswrlgJOvlewinp; XX or OXXO configuretons) 16 p. Th.-T.Fiber-CJsasic and Smooth -filar Nominal eaM3 ,,8 6quoklmpacrSgfrok Opaque 1213lt= No Yes Yee WA Composite Edge Flserglau. Single Door with leaked Open Sidelits(s) (InsxnnglOutswing: X0, OX or OXO configurations) 17 q. The ms-Tru Flber•Classic and Smooth -Star Nominal MIN30,,8 8quotImpact&quot; Opaque 12r3lr2022 No Yea Yes WA Composts Edge Fiberglass Double Door wth or wfthoutG W MoldedOpen Sidelites (InsWrIg Outswi g; XX or OXXO mrmgurstlons) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dldall Peg./ al 1 t/2p21 Goat tatlala[ G.s GaLL adLbmdm Wit Mail yllyaD Minufa turr Conrad pgpawaJ Val"ed By rilUM tttalialtid FICAmreW AppID3aa ti ea Rosltkn 2D20 PGTlndusxlea Jena RosorsN Men+Dde WCO-CER MemhD•de SOCO-VAL 11/11IM20 1DMWM20 11/24rX20 Approved Category: exteriorDoors (a41) 48&o10g (786) 315-2WO SubCWpasr. 9ileang Extadr, Door Asstrsalaa IraersM�pgknateNes.e CwvNrlca Mdhpp: ComaOsban Merle or Using om ourwAssrrr• Amrevadfor Use AMMVWfor Use it= Wait Ilaai 3aY1i Sd�GEIgkaGa6�la In aloft 0ti0a2011i Rai Nta t )a1Y , 0 aG66570 (Lapp Maetl• IMpad) Wry asking Olen Door 04/140o2/ Y•s Yee Yes WA May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET,, 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 is EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.01-67.0 psf 12131/2022 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 +38.7/-38.7 psf 4/1412026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/3012025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 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. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Sort FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum SoMt FL16544 R5 +54.21-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NiA 6/29/2023 Ply 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. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 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 Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral The Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 Ni 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 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 NIA 5/25(2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following Information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail page I of IrMZ2 GM enter or igo )fig baesPandlne goj= Yy�gp Jygaa(JmlamJ; Contact 1;ppineer6ueenm validated By YAWIM SubmittedPICAmrowt Approyffi gnu Rwielon 2020 Themna-Tru Corporation SLwe Jaspereon Lyndon F. Schmidt, RE Ryan J. King, P.E. 0703Y11J20 07N2r2020 07/2D/2020 1CY13Y2020 Approved Category: Exterior Dons (8843-76Z PE-A3409 (813) 7872W 00j Subcategory: SWrging Exterior Door Aseembles a)sspareonotharmetw oo Compliance Method: Evaluation Report from a m Florida Reglatarted Arohiact or a Licensed Florida Prdeasionaf Engineer §991 P_[edlrer Model. Number or Name Product Oeeemguon Conlixt Expiration Do" Anpmlyd ear Ube egg In t H.Z Waaida HVHZ ANIM aealsrAr t 29= Pnssuea 1 a.Thermo-Tm Flbr-Ckrslc and Smooth -Sou Nominal 68ur39;88quotlmpad&quot Opaque 12131r= Yes Yee Yes WA 'raposhs Edge Fiberglass Single Door (I nawllg10uh-tin; X wnSguislion) 2 b, Thenna-Tru FlbanClasela and Smooth -Star Nominal WWI Squatlmpsadliquol; Opaque 12/312022 Y" Yea Yea WA Composite Edge Fiberglass Single Door with SldNte(s) (InswinglOutewing; XO, OX or QXO Configurations) 3 c, Therrre-Tru Fber•Claseic and Smooth -Star NominaI 6&# ,,6 &quot;lmpact8quol; OPagus 12/3l/5022 Yes Yea Yes WA D. wtth or Composite Edge Fiberglass Double D without SMsites (IruWng/Outnulrp; XX or OXXO Configurations) 4 d, Th firma-Tru Fiber -Classic and Smooth -Star Nominal a"39;0 8quctlmpatt6quot Opaque 12131 2022 Yea Y" Yea WA Composite Edge Fiberglass Single Door gntMing/Outsering; X configuration) 5 e. Tt-ms.Tru Fihar-Claesc lmd e. th.afar Norn-I 88a9F,0 8quoOmpad8quot, Opaque 12r31 Ig022 Yes Yes Yea WA Co I,I Edge Fiberglas Singh Door with 55delte(a) OrMWngb-%1v4ng; XO, OX or OXO configurations) 6 f Themes-TW Flber4lassic and Smooth•Ster Nomina18&139;g aquot;lmpad8quol; Opaque 12131r1022 Yes Yea yes WA Comports Edge Fiberglass Doubts Door vital or without Switw (Irmenrg/0umwdrq; XX or =0 conhgurabons) 7 gTherma-Tru Flbar-CNasic and Smooth bar Nominal 69*36,88qubtlmpect&quot Glazed /7131/1022 Yea Yes Yes WA Composite Edge Fiberglass Single Door (InswnglOutswing; X Configuration) 6 h, Therma•Tru Fl ber•Clasek and Smooth -Star Nominal 60* 88quot lmpad&quot Glazed 120r422 Yes Yes Yes WA Composite Edge Flberglew Single Door wah Sidelts(s) (IrowinsfouWMng; )(O, OX ar OXO configurations) 0 I. Therma-Tru Fiber-Cbseio and Smooth -Star Nominal 8411413gli &qu0t:lmpact&quoL Glued 12131/2022 Yes Yes Yee WA Composite Edge Flbergese Doubts Door voth or without SWISS (IneMng/Outs,Mrig; AX or OXXO coMlguragons) 10 1, Therms-Tru Fiber-Ctsesic and Smoolh•Star Nominal 8&M;D &quot lmpst&quot Glazed 11 V3121= Yu Yes Yea WA Composite Edge Fiberglass Single Door pnawirglOutse ing; X configuration) 11 it Thernm-Tru Falr.Coeslc and Srnool"ter Nominal ll&SWO 8gtwt Impact&quot Glared 1ZF3112022 Yes Yes Yea WA Composts Edge Fiberglass Single Door Wm Sidelte(s) OrtswinglOutswin0: )(0, OX or OXO configurations) 12 I, Themno-Tru Fiber-Clusic and SmootMBlar Nominal 8&M39;C &quuOmpad&quot Glazed 12r3IMM Yes Yes Yea WA Composite Edge Fibrglees Double Door wth or Without Stisiitse (Irlewing/Oulswin. XX or OXXO configurations) 13 m. Therms-Tru Flher4aslc and Smoot -Star Nominal e&M39;6 &quot;tmpact&qu0t Opaque 12131=2 Yea Yee Yea WA Comp ethe Edge Fiberglass Single Door wfth &quotNon-lmpea&quot Sldalga s) (Inswrlg rOuttining; XO, OX or OXO configurations) 14 n. Theirs-Tru Fiber -Classic end Smoo"Iter Nominal 58e391,8 8quetfmpact&quot Opaque 121311Z022 Yea Yes Yrle WA Composite Edge Fiberglass Double Door veh 8quokh)on-impact&quot: Sklelites(I naMnglOutswing; OXXO configuration) 15 o. Therma-Tru FiberClauk and Smooti-Erar Nominal O&M.;0 &quotlmpeot&quot Opaque 12/3112072 Yu Yes Yes WA Composts Edge FIl»rgless Single Door wffh 8quotNon•hato ouo . SdhHr (s) utsw OnsWrJWOng;XO,OXor OX oaMiguratbns) 1a p.Thermo-Tru Flbar•Clualo and SmoomSter Nominal 8&n3o,09quoUrnpad&quot; Opaque 12r31/2022 Yes Yea Yes WA Comports Edge Fiberglass Double Door with &quotNon•Iepad&quot SdslAsa(InaWrig/OutaWng; OXXO configuration) 17 q. Thirma-Tru Fiber -Classic and Smoom$far Nominal 8&09,88qud,Non-Impdaquat Opaque 12/31 r2m Yu Year No WA Composite Edge Fiberglass Single Door OnsWigtOutawma; X configurston) 18 r. Thlirms-Tru Fiber -Classic and Smooth -Star Nominal 6&M3g:8 &quothion-ImpeuBquot Opaque 12131/2022 Yea Yes No WA Composite Edge Fiberglass Single Door with aolelu(al (InawingloutoW ng; XO, OX or OXO wnfigurations) 10 a. Therms-Tru Floor-Classlo and Smooth -Star Nominal 69M39;89quot;Non.Imlxsoi lot Opaque 12131r= Yu Yes No WA Composite Edge Flberglass Doss bls Delon Wm or without Sxlallfea (Inawmilloutwng; XX or OXXO conngurations) 20 t Themla-Tru Fiber -Classic and Smooth -Star Nominal S&M38;D &quMNon-Impect&quct Opaque 12/31/2022 Yes Yea No WA Composite Edge Fiberglass Single Door (Inawrg/Wbwmg; X configuration) 21 u. Therms-Tru Fiber Cleueie and Smooth -Star Nominal 88M39,0 &qurot.Non-Imp lotliquot Opaque 12/31/2022 Y" Yes No WA Compo ite Edge Fiberglass Single Door Wth SidNta(s) OmwinglOubwing', )CO, OX a OXO orm nal 22 v. Therma-Tru Fiber-Gwi so and Smooth-Star Nominal elS&M39;08quoklhka*Irrpad8quol; Opaque 12131r1022 Vaa Yea NO WA Composds Edge Flbarglaaa Double Door wm or WithoutSidelitss (ItlawnWOutswing; l0(or OXXO configurations) 23 vs Thermo -Try Fibr•Chessic and Smooth -Star Nominal UNSe8 letuotNah-Irlpad&quot; Glazed 1=11=1 Yes Yes No WA Comp=Edge Rbv9Isu Single Door ('aswlrgf0ulewrg; XtXxdiguration) 24 x. Themes-Ttu Fiber -Classic and Smooth -Star Nomind 68ACi9:8 8quokNon-Irryw06quot Glazed 121312022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelts(s) 0mFMng9X4swrg; KO, OXa OXO configurations) 25 y. Therrra-TW Riber-Claaaic and Smooth-6Tar Nominal M039;9 8quotNon. impsd8qua; Glazed 12/3112022 Yes Yes No N/A Composite Edge Fiberglass Double Door Wm or Without Sloeirsis (InswIrg/OUtawing; XX or OXXO configurations) 26 z. Therms•TW Flber.Glsask and Smooth•Ster Nominal 8&1139;0 &quothl nlmpad&quel; Glazed 121312022 Yea Yes W NIA Composite Edge FlIbergNaa Single Door orl.17 ze. Thorme-Tru Floc Classic and Smooth -Star Nominal S quoa Non Imp"SquoY Glazed 12131r2022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Siddte(s) 0nswnsOwrtswng: XO, OX a OXO configurations) 26 zb Thcrma-Tru Filer -Classic and Smooth -Star Nominal 8U39;0 &quotNm lrrpaq&quot Glazed 12131121M Yes Yea No WA Comports Edge Flbarglau Doubts Door Wm or vAthput Sdeihes 0rsawirg/0utaving; XX or OXXO configurations) aglik Am yuolan l amtiatim Rauatun 2020 MI lNudmend Doan Cllssay: ExtMa Doors etaU"tuY: aiding Extends Door ANN I Compllants Method a alustm Report tom a Media R.OMmd Orchu et are Lia SW Made Ratenbnr Enpkler had 1 BERIE3 /70 AlMINUM SCE) 2 &GD 3 :rrIIg6120ALUMINUM ERIE3420 ALUMINUM SGD REINFORCED 4 SERIES 420ALUMINUM SOD REINFORCED 5 501IE3420ALUMINUM BGD REINFORCED Q& D, Vllalm kknufwwm Revlral 2020 War.011eon,801ision ofOvrhssd Door Corporation Creprs, extefir Dare subcraaery: Sectional Exterior Co. A -nallas Cartpllmas Named: Evelustah Ration Ran a Holds RaglateradArehhsolr a Lotinss0 Florida Professional Enaneer hat Maatcl real razror a Mama O200 3 8000IatM MHOS 10 6000,41001129091123 11 60OW100420001124 Florida Department of Business & Professional Regulation Fees I d2 Bulking Codas and Standards 1e0021 Product Approval Application Detail Intlerar. "It Dau mttmlaDa Dab QUM 9000ML&l ` `- Xadiau A xmmm Wecom RIC Aepmeal Against a" Brtma11110" sea Roberto Lomas Steven M. U1M, PE 100111n020 I(W&7020 iDMW2020 1211&W20 Appoed 1TV) 365""a PLIM14 j117)317-8454 slend.crn bgerorn limYalDescription SERIES 420 ALU MINUM SGO OXO gmem AsaAUM smm 120112024 Assarrivildifor Lim AproxMafa t IumDS outside No Uaa W" Yin ktow Resistant No Imo- Pleasure WA 14&3/4&quoIA$0&qud: NON -REINFORCED SERIES 410ALUMINUMOOD OX. XO.XX 12/31n024 No Yin No WA 986prd: SUQc d; NON-RONFORCEO SERIES 420ALUMiNUYI SGO REINFORCED OXO 12131n024 No Yes No WA 145-314&qu"98t lug: SERIES 420 ALUMINUM 80D REINFORCED OX 12131/2024 No Yea No WA XO. XX 9%quotXMquot. SERIES 42CALUMINUMSOD REINFORCEDXKX 12/312024 No Yes No WA 143&quJA:xa8&quot, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.gi• I on 2 14=1 ��°"�° �iatml VrMraday SGII Fafoul Owayna Kentish John E. Stales Jeloay P, Anterior. PA 10I1212D20 OOn9r1020 lor=020 12AW2020 Appreusd (1303763-6121 PE51737 (904)$21.5200 dxomishilwayne-datten c aril Predict Disserlision SgiYatl.180kilaIIDit M032: Ms. .10, 1441e39: Max Ilddlt. (Diluting 12/312023 Approved far Use mar& 21" IDIDaR $6statiAiiL 3221 aol t7nMm Na Yee Yes-31001-35.DO smile ,10In tap of Intermediate asdron. 18&MPL Miss rtdtl. 146MSg. Max height,gluing 12M W23 No Yes Yes .30.0003.50 sverlable In top or intermediate seaon. 18449: Max width. 14MgO'. Max hall". Glazing 12/31n023 NO Yu Yee .UAOL38.30 ayseeble In to of Intermediate, eeetbn. Florida Department of Business & Professlonal Regulation Paw 1 at Building Codas and Standards Id2021 Product Approval Application Detail rel9a Entire a glee ➢Ill Dsis Penland � lam YaolaD aaDl LgOtet& COdmaLiLlmlia vrstees YaWiW imkma(W LVAGRMNK huam a aural RsNakn 21)2o cufles 0imal of AADG, Inc. Tom Raday UL LLC Tray BbhoD. P.E. 12AOr1020 12AII2020 1212lrA20 Approed Crapay: Exdeda Dare :8411491.2813 f254) 947-OUG "CW"ory: Eldenr Door Cana rani a Compllrus OMhod CalRkllal Milk orLltgdltm eaaaloy.co llrit�#yae rrrwd�fe. Quallm Assurance Aprovadfr Use Apmovsd for Use 1kne-1 Design Am 752m aML�O CwdrlO.�.QMa II.KVHZ AIMriJllmi Euiwala Brown 1 807. 707, T27, 747. 7 777, snd 647 Sgls and P. dr null. Glued. and Lulaerad single and pairs d 17/31n025 Yin Yall Yes era Doors haler mew dons. Florida Department of Business & Professlonal Regulation Bulking Codes and Standards Product Approval Application Detail Pape 1 a2 1F V21 C90 Natty or 00 Dde 04, Mndlnb DIN lam Ya7mD fgggyy,W- QQja@yrMr.dey ya)iaMea iltao" FIND Ammer Ammm am" R"om 2020 MI Ordains and Doors Brent SlBinger Anserlcan Architectural Seven M. Urkh. PE 11/17IN20 11H7/2020 11n712020 Approled Cleary: Wridows (717)365.3300 Menulaabees Assmww 017) 317•11454 WtbCsiegoril angle Hung batrnper®nesb.can Comptlrus Method: Certification Mark or Dating SAW &•.fUM AgUMM WJM Ammaesr U= toga 21*x 3!a! Moft NLgmbw X Nam Product lieseflislonCepprxEmlrrlontlrs 1a.HVHZ G"db.mmc SIMIlI Pmwre 2 163 S1f 52x72 FWFlenge Frame IG/6G Simple Hung 101OV2023 No Yet NO v60/-60 Laminated Glees �.a N N Cn 2 (D }. U a C O O .En CU U 4+ 0 0 0 O � O . Cn '0 E 2 l--0._CnQ CU 1CL Q Z Z W J oa � V C /0 47 m N A C3 M N d b to c Ca. � A.. z U) CC O CL O 0_ U O L ICU W O L W� Q W z J Z Q J (2 SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Passe do Florida Dspertmeral of Business & Professional Regulation P401 of Building Codes and Standards 10MV22 Building Codes and Standards Ir5/.ro2I Product Approval Application Detail Product Approval Application Detail 2111111 Vintager liNaYIM4mC 92 t PBC �g�I]m AIIfA]uI HIiIYN NOYhLar lye Bit AdsBanel- era Revision 2020. ThrrrrTru Co Pathan Stow Jo.parman Lyndon F. Schmidt P. E Ryan J. King P. S, 10,0712021 =182o21 101,1SR021 12M8 2 W Approved � version ■ lamwAit t S )�� NW" Mam$W PaCADOMVli ADWMmd Maim Categ tty; ExboZ DOws ($DO) 643-7628 PE434M (813) 787.65% AJiamsila ZD20 PGT lndudrkm Jane Roaowdd 14ed-0ed. 9=0 • CER Aaaml-Dade 5=0 • VAL 1110512020 111052020 11/I irn2o AppraM NUbCe rf. &Angina Ektedor Door Assemblies sjaspsnangitllormatru.co Category: w4ndowa (941) 485-0100 (7a/1315-2wo Comglmc*MOMod: Evaluation Repwttrom a In eWCalagay: argls Hung Iraewp@Igenduewsac FbtRegistered Ardhum or a L.ioonsed Florida Crarpihahge Mdhod: Conti Mark o, Lhtlnp an Pfde�a Enginwr p,���k� a��r��ry A9gegio Inr Irae JJwM 2UM Imf PradK1 model Marbr a Name QWhAW®1a 1B mdm ggmmdr,mrrlmoK# aummiL Lon AmmsLtaLum in.HVHZ outside )lute Im lit 2 )tom pt m AMAPf9dYCt MItld. Number or Name Product Description Ctlll rw Ex6ofra52A Wto Jet outside nypg pressure 2 eN5i0a ILerg• MMa• Impact) Vinyl Qrtgla rung W0,11- n7ga/JMf. Yee Yae Yaa WA 1 aTherrlls•Tru Fbm-C(aseb and Smooth•8hr Nominal 6030,8 fquctNon-I npaGaquot Opaque 1213112022 No Yes No WA Composite Edge Fiberglass single Door (InerlirgIlOutlming: X configuration) 2 b. Therms-Tru Fiber-Clsub and Smooth•Stsr Nominel SMl ,& SquokNon•Inpaaaquob Opaque 12131/= No Yee No WA Cam poWe Edg4 Flberylaes Sin U Doa wM1 Sidelz) onsWriglOuuA(rp; XO, OX qr OX0 athNqur.6one) 3 c Therms-Tru FlasaZI ale and SmOotn-Sur Marti 8aa3a;8 aquettlon-Inpsdaquot Opaque 12/31/202i No Yea No WA Fiberglass CompoN4 ESgeDoulKs Debt AM or Witout Sidefi es (InewirlQfOuts snq: XX w CXXO wrflguratione) 4 d. Therms-Tru Fiber -Classic and Smwth.Stw Nominal ?&M3 .0 aquothlon-Irrpsdaquot Opaque 1218112022 No Yen No WA Composite Edge Fiberglass Single Door QnawFrgrouwltng; X wnflgura6on) 6 aTheme-Tiu Fiber-Clwb and Smooth -Star Nomiat Opaque 12/8172022 No Yea No WA Composite Edge Fiberglass Single Dow with Sid6lbe(s) (InswinglOursMrg; XO, OX a OXO a 1. Thernna-Tru Flax-clatek and SmothStor OonflgV sithms) Nomi 6aM;0&quo1;Non-Impadaquct Opaque 12131r2022 No Yes No N/A Florida Department of Business 6 Pro►eaelonal Regulation Pace tit Con,poeRs Edge Fiberglass Single Door Building Codas and Standards I15=1 (INwroilOutrwig. X configuration) 7 a, Thelma-Tru Fibx•CRNeic and Srrlogth-Mar Nominal U#30;0 AquotNoo-impatiB w* Opaque 128112=1 No Yes No MIA Product Application Detail Composite Has Fiberghow Singe Door with pp�v ppl cation Approval Sdethe(e) Qnnhing/Outewing; AD, OX or OXO o-Ag rui) 8 h Thane -Tau Fiber -Classic and Smooth -Star Nominal 8a*N;0dquotNon-Imps Aqua; Opaque 1213112022 No Yes No N/A Composite Edge Fiberglass Double Door vital or idat f1tI0L➢r eta ArtPaorma amvdMat &seises (InavAnglOh4owing; XX or OXXO � Wn,deewrr codes rdraera uamee ywmsd a yyglag aaww ZAIA2un( Amr,,d gri1aL wnAguronone) 9 1.Therms-TW Fibot4emalc and Smooth -Star Nominl6&M39:8&quotNon-Impaptaquot Glazed 121312022 No Yes No NIA. Affirmation 2020 PGT lnduslnel Jena RoowYd Maml-Cade OCCO-CER MNnv-oade BCCO. VAL 11/0641020 11IO 2020 1+A1R020 Apmwd Composie Edge Flberpl Single Dobr role could : wnedvro. (941) 489.0100 (786) 315-2500 (Inaw4ngl0uteweg; X o ili siecotg.ry. Mad lraaytY@palntluetnsao 10 J.Thermo-TW Fibef-Cpulcand Smooth�9tor Nominal 6AM39;6AquoCNon-Impso%5gt4 Glazed 12/5112022 No Yes No NrA compliance Nomoe: Canniest. Mark or Lwinp am Composite Edge Fiberglass Singe Door Win Sdelde(g (Inav4ng/OutiaMng; XO, OX or OXO ,. .. wn6guntiora) Amrewdf,U- 11 k Thermo-Tn FtOerCessb end 8ngoBh•8er Nomnal 66M39:8&quothlon-Impao6&quot Glued 1?19172022 No Yes No NfA MMa Aggnwdfathe Composite Edge Fiberglass Double Dow Win or list P(aggd Ypd.L N,mhr a Itonr PJat1t3 b j(�j ordrd. )IVHz )� , WOW SdelfW (InaxlrgfouteMng; XX w OXXO 6 PN-0620 (Ape M4sla Impact) VInYI Peal Ntndw 044MO25 Yet Y. Yee NIA contgur etlons) 12 L Therms-Clown;M-Tru Fiber-C(Band Smooth -Star Naminl 7ag39;0 k.MNon-Impao&q at Glazed 12191r= No Yes No NIA ComposMs Edge FTberglsge Singb Door QnMinplOubwnp; Xconflgurabcn) 13 m. Thermo -Tau Fiber-Cletaic end Smmlh3.r Nominal 7&M3a;0&quotNorwlmpocl, quo* Gaged 12131r= No Yee No NIA Composite Edge Fiberglass; Single Door with Sidelite(el Q nesdrgrOutoWng; XO, OX a OXO confiquratlonq 14 n, Themw-TW FOser-Caaesle and SmoaM-ttsr Na'ninsl If& ;O &quothlon-Impea8quat Glazed 12131=22 No Yes No NIA Composite Edge Flbrglpse Single Door QtlmMng/014avmp; X configuration) 15 0, Theme-Tru Fibw•Cwsb and Smooth-Sw Nominal 88030:0 &qu"on-Impocdquof Glazed 12/3112022 No Yes No NIA Composite Edge Fiberglass Singe Door With Floride Deparment of Business & Professional Regulation pope 1 Or Bulking Codas and Standards f4=1 Product Approval Application Detail sat iNCtst Orin A" Oril.EtMlm bra mm YJIo1gN llml�L fears[ emdm.ral� Y4NtrWAc YawW Malllflat PAC Anaroml ARAMEd lima R4000n 2020 Mt Wridora and Doss Brea 911nper American Atchaedural Steven K UNch. PE 100612020 lmw2m 10n82020 Am.00 cmowr• WIn40a7 Ol?) M4300 MenUlacfurea Association (717) 317- 434 PACYWOM• HUIMUISadr DYtlhpr@mMsan Carpilanes Mkmott Coruscation talk a Lihahs Awroued rr up Averaged for Use Impact ogygg ttAN etpd,ea 11hunbrorxm ee $amaS p Im2NMZ Altitif9t.N)MZ mined FJmriLtt 1 HS tea Fln end Flange Frome 73.621nwldsd Glaee 0?11e2024 No Yea No •55r-65 Florida Department of Business & Professional Regulation P.g.I aft Budlding Codes and Standards INMI Product Approval Application Detail CWt Anil,- am aria bttlmm a Nora mm iYila( care.& NndnarL Lke,Ye VeldeMd 0. 3 dMd Mbhid FOC Amrtowl A-vi d a am Recision 2D20 MA WlndaY. and Dears grant stinger Lul• R Laot, PE atwm M Elicit, PE 1000020 1OMWD20 10/1A2020 1211W020 Aw wd COMM! Windows (717) 305.33w PE-92514 (717) 3174464 slbcmegaryt Mumma brtinger@mh1d.-m Crnpliance, Manors Ewluallorl Repel tan a Flaky Registered Mahnsat we Licensed Florida Prd.oiorlol Enyn.r feat a-,,,k,.•rear ..eraNem• i60BaW.�ImNaRGMa InHVtZ 2MUMLIM BaaWMt Emma 2 57a4 Vertical Numhum Mull- 1213412024 No. Yes Yes N/A Sigdla(s) Qnswlrlp/Oulawing: XO, OX or OXO Florida Department of Business & Professional Regulation Pop 1 Uri Florida Department of Business & Professional Regulation PoD. z a: 16 P. Them»Tru Flbr•Cweb and Smooth -Star con9guradonel Nominal 89e39;0 aqu"on-ImpaaSquoC Glaz4K1 121312022 No Yea No NfA Building Codes grid Standards ta2o21 Building Codes and Standards 100=1 Composite Edge Fiberglass Double Door WIN or wRhout &idelion pnswbg/Outswing; XX or OXXO Product Approval Application Detail Product Approval Application Detail 17 q. Thernw•Tnu Fiber•Cwsic and Smotath-Star configurations)) Narrated 011030A &quctNon-Impslx&qud; Opaque 12I312042 No Yee No NIA COmpoeha Edge Fiberglass Single boor Wth Tnnwm (Inewinq/OutvMng; O/Xcordiguratkln) 16 I. Therms-Tru FiberCaa k: and SmwthSter Nominal 6NM39;8 &quotNon-Impad&quot Opaque 121311Y022 No Yes No NIA Mnav a Rat an caut Porsche 11115A,fc4g! Saw ar Nit aN! Nit Campaale Edge Flbsrgl.ae Sings Door,,tiro Age Ye'tim mommralm feMfal EDrotM317rerta we.hae tear Yagrtt Maollam rw4Amoi* hi9mmg Xdn linos Volga rit➢tluesalur. Ramlar Loal➢rlALaou YrIQiIWAu udwm 140" IFLADMON AMWAW It= Sid.Id.(s) end T,-.om (InewinglOutnurg; O/XO: O/OX or OIOXO coMlgurstlarw) RauY- 2020 inn" IRrola BUIMO Products. Inc. Chad Clacks V. Arrow Tan John Southard, P.E. o1,05r2D21 12n42020 olima21 dop FOC Appn Rerfbn 2020 AHkre NiaY ThamPem LYmtla+F. Gchmlor, P.E Ryan J. King. FIX D2n52031 O2n 32021 02272027 04n Y1021 P42Ape)d 19 a, Therma-Tru FbrClasolo and Smooth -Star Nominal 8B,A99;68grJotNon-Inlpau6quot Opaque 12/31/2022 No Yee No WA Comm: Peep Walls (909)546-83H PE-81062 (352)367-2S29 cragory: Farr wit (330)922-2309 Pe43409 (513)757.SSS Compodb Edge Flberglege Single Door with "Careenw. Going OsdAk-A.0me hard slbcat.9ory: adro rthanp4-@aNide.ocm SkWbKy QnownghCdn ng; XO, OX or OXO Compliance I MoG Evaluation Room tan a co a Method: rm Raped hero a Continuous, Head and Sill EOmflPWJWe) Flats Reglalarad Nehftd as LJca,tad Flats. hued FloridaId1 R.plst.nd Mchilad a e Licensed FloAda R. 20 t Theme-Tru FlbeAGaeele end Smo61-Star Neminet Baa3e,0 a uathion-l""Blaquot Opaque 12)3112022 No Yes No WA Professional snootier Prdoepnr Phan.- Composes Exige Fiberglass ftqlo Door with .. . .. Sidsias(e) Qnsvdng101Aswirg; AD. OX or OXO _.... .: ;. ... I:, • .. , Continuous Head aril Sill wnfiguntbns) Quality Assurance Acerowdfar U.. Andro t d for use am Dom Awaavd for Use assuaged for trge bm gwm 21 u.Thermo. Tn Flber•Ceger: and Snlooth.Soar NomlroltM,MSe,98qud;Non•Irtpeq&quot Glazed 12r311Z022 No Yee No N/A gees Product Mgm(, iambs a Name rtea �tLIfS ! In HVIIZ oubme AW yjyp( prossurt ?lays Pf*"Modal.NYlaragems PrldAeowwon emrod motrellmOYa In NVYi 049d, HVHZ R Jars a mu(s) Edge Fiberglass single Roof OXulth e XO, OX a OXO I Campent Lop Siting 1tler-crm.nl I.p.idng 12Al2VC7 Yee Yes NIA WA 1 a. aquct2T8quot Sole Vent or adld Varyl led* 12X712023 No Yee Me NIA Continuous, , COnbnuOue Field tut &IIImMipdretlane) ad and 2 Herrl.Pank VD adln9 lber-aamenl lap ald{'n 1201/2023 Y. Yes NIA WA 2 biyud'Mll.noe 7`48qud:aorRt Vent asolid VarylSpfa 12r112023 No Yes NO WA 22 v, Therrroa4ru Fbet-Cluaio and 8mbothSter Nomina16aN36:08quctNon-limoo quot Glazed 12131120n No Yes No WA 3 0. 6rua:0rombrhr Vintage 6wdod81311: So6M Wnt or Bdid Will Sda 12/311m2 No yes No WA Composite Edge Fibegass Single Door with 4 d eoua:056quek :Bala Venter Schd Vayl Gore 121312023 No Yea No N/A edsile(s) QnavAnglOuaetrig; XO, OX or OXO 5 a aqua:CMrao all4qua;19an v-1 or said vinyl son 122+2023 No Ye. eb wA Continuous Heed and SO configurations) 9 f. Bquot;8up.r spa"q-t Saat Viol or Solid V.lyi San 12I31r202S No Yes No NIA 23 wThernl It FlberCamic and Smooth -Set Nomin@I6dos3P384uct;Non-Impad4quot Opaque 12/31/2022 No Yee No WA Composite Edge Fiberglass Door Porte WOh Vented S cwwe) Qnewiny0utewag; XK XXx or X)(XX ocefpun0ons) 24 x ThernI FiberCattic and Smooth -Stu Nomina169ar3C0 kwNon-Irro"quot Opaque 12/31/2022 No Yes NO NIA Composite Edge Fiberglass Door Fantle with Vented 5lddae(s) QnsWrIplOuMwag; XX, XXX a XXXX oah6gurabons) 25 y. Therms-Tru Fbar•Clealc and Smoothaor Nominal65M;A figarotricul,impect8quot Glazed 121'3112022 No Yea No NIA Composite Edge Fiberglass Door Pensia Win Vented S(dYla(s) QneWnglOrrrwvkg; )O()=*r)O0(X Florida Department of Business & Professional Regul Mon P.g.l art Florida Department of Business & Professional Regulation Pegg I tit oordiQundona) Bilking Codas and Standards 149=1 Building Codes and Standards to mti 20 aThemw-7n Fber-Gisela and SmootMSd.r Nomlrrl eiM,3B:0 spoof Non-Irrpsgl&quot Glazed 1213tM1022 No law No WA Composes Edge Fiberglass, Door Paris Wm Vented SidYae(s) QnowngtouteWng; XX. XXXor XXXX Product Approval Application Detail Product Aprroval Application Detail cadigurolorls) 27 zo Thxma•Tru Fiber -Classic and SrtwahStor Nominal 660*8&q.rat Non-Impact&quot Glazed 125112022 No Yes No WA Composite Edge Fiberglass Wale Door with 3&1MD Siddbo(s) QnsvainglOugino g; XO, OX or OXO configurations) 28 zb. Thelma-Tru Flber•Caeelo and Smooth-Ster Nominal SIMFX;6&quot Non-lrpootaquot Glazed 1201/2022 No Yea No NIA Composite Edito Fiberglass Double Door wish 3038A Siddbes (Inawing/OutsWrig; OXXO configuration) 20 lac. Thomw-Tru Fiber-Cloaeo and Smooth-6ulr Nominal OWN.0 ActaokNon-I ttpsOtaiquot Glazed 12f3l/2022 No Yes No WA Composite Edge Fiberglass Singaa h Dwthi 3&M30,0 Siddae(s) QnewmplOubwlrg; XO, OX or OXO oongundons 90 zd. Therms -Tau FiberClaesic and Smooth -Star Na mfsld B& :0&quoCNon-Impact8,qud, Gazed 121312022 No yes No MIA Compoele Edge Fiberylaee Double Dow will 39=,,O Sdeigm (Ir a nong/outawing; OXXO 31 ze. Thxma•Tru Ftber-CloWe and SmOath•81ar Nominal 7AK30 4quothlon-Impoesqu0t Shallow 12/312022 No Yes No NIA Sree Composite Edge Gland Fiberglass Single Door with or wKhod 16e3B;2 Sidelso(s) Qrrw(npfOutowklg; X, QK XO or OXO configurations) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail Salt Brava BtR toil 81m3in11m Au 1Yes Y1W- Mw d,,tuw satuat Endmw&Lkmae ydi1w gibudgtQ fOCAnotarai AREAD" Ms➢m R.M.I. 2D20 TAMKO Ouldng Products LLC Kan tidal Rabat Nennen John W. Kneeeudh, PE 1=42020 0a292O= 10n22020 12/15=20 Approwd Category; Rodhg (417) 024.8644 PBS91S6 (254)M43224 MACel•garY• UndmsynNNs ken-aaandilerNto.aan Compliance Mdhob Ewueti- ROW tom a Florida Registered Archlad we Licensed Florida Professional Enpinast 9Rr(g[Aargal3o< AparesedrrU16 Aowevtdtothat �(� Aatlat Halt 9>aoalDemalrlsg IL= atNWr tlIMi Bilbao mwt; 1 TAMKO Rod Underaymsne(NVHQ) RadundemsvmOlt. fa use in F6C HVr2 Oer2912023 Yee No N/A WA )Umsd.lane. 2 TAMKO Rod Underaynsrfti,N0N4I4VHZ) Redund.4tynla)a fa us. In FBC nch44VIR OIN'Aa 3 No Yes NIA WA halsdUlas, Florida Department of Business & Professional Regulation Palo I of Building Codes and Stands rds 117=21 3/1512022 Product Approval Application Detail FLNISSO-R31 220 Ently or 201 20 Effie 20 aZ= 11(21 Version Manufacturer Contact Engineer & Validated By Validated Submitted Petting. A2RE2W Approved Revision 2020 POLYGLASS USA MauryAlpert, 5 &02 John W, 10/28=20 IOIZ 020 FOC 12/15/2020 Category: Roofing S95423313=rrialper*polyglaw.com Robert ieminen Knezervich, PE Amin" S bCaba PE-59166 19541772-6224 11/012021!) u o . O rat Underiartments Compliance Method: Evaluation RWort from a Florida Registered Arch test or a Licensed Florida Professional Engineer FLl1621l kall Products Product me", Number or Name Product OteoriWe • in MM 1 PolyglassRoof UndedayrlletMs Rodngunder(a0lments 10/21/1022 No Yes WA 1 Polyr)aas Root Und117layments(HVHZ) Poyglaa rod undena0mlents/w use In F5C1]123!= Yes No WA 141,14ZIurldba6cre. 2 Poypan Rod Underlayments (nth-HVHZ) Payola" rod undenatrmelas, far use in 12/13.r2023 No Yes NIA FBC non-HVHZ Judadktlom. 1 Poly(yass Root Underlayments (HVHZ) Payplan roof undenoymens for use in FBC 12/23 = yes No WA H WZ iurldlOtlon• 2 Polyglots Rod Undo"ents(nprHVHZ) Pc 11 rootundensymene,fwusen 12123F2023 No Yes WA FBC non-HVHZ jurisdictions. 1 Polyglot" Root Underlaymem (HVKZ) Pdyalass rod undenayment t for use In F5012f2812023 Yes No NIA HVHZ iuradlellons. 2 Polydats Roof Undadayments (non-HVHZ) Poyglass roarunderiaymante, for use in 12123w1023 No Yes WA FBC non-HVHZJudsdiatiww. 1 Polyglass Roof UnderaymeMs (HVRZ) Poyglan rodunderlawments for use In FBC1212312023 Yes No WA HVHZ Juradk(io1M. 2 Polyglass Roof Undefayments (non-NVHZ) Potyglan rod underiayntents, far use in 1213/26t3 No Yes N/A FBC Than-HVHZ jur dit*no. Florida Department of Business & Professional Regulation Witting Codes and Standards Product Approval Application Detail 4WAI-MZ WA 4WA/622.5 WA 4NIAJ-522.5 WA 4WA/-MZ WA aWA1622.5 Pope tit 100=1 Ore Pmdm aft bat viondm got" itu" AL&Wbd F&C Amm d AWWAd Nwa Ramolon 2020 Mlrrok Inc. Elan Woosin ICC EvU9apon Banks. LLC ICC Wauseon aarna. DOM 12021 USAWA21 Oen2F2021 Approwd cateeayk awLdral Carponens, (952)ewms LLC. SutCrilA7• True Ryas .weld-@mli.-1n (205) 59066w CalrollorKe Method: bolvalch Repa1 argon a Product Gwlaaon Gbley AMR .AwroM Product MadeL N mbse Or N.OY roar Uft Aestaged in Ill oltdb to Uses MUN! know tttlWli guest !Raiff!. 1 MU Ma 14 high oawgm trugecahnector pop 17/512022 Yee Yes N/A N/A 2 Mile= 18 a. sups Nye strength ants cannodar plate o9a 121312022 Yes Yet NA WA S MI is 14 go. three connector plate 12131/2022 Yes Yes NA NIA 4 MT10H3 ISg.. high stoop truce 6-neda plat T213 Q022 Y. Yes MIA WA 5 MT20KS 20 CA high sth ngth due conherba pate 12/312022 Yee Yes N/A WA a Too. 10713 1a go. true* m on/dr PW- 1213112011 Yee Yet NA WA 7 TL20, MT20 20 OILtrue' cannsaaph" 12/312022 Yet Yes NIA WA gat! IrMt9t Are a& ➢gb PMkdOg ate BM Yt AW Cif S2wdal rm YYiiY114At Yelm7da $amMW foe Adamant! a99mnd xilbm Revision 2020 Loran- Kassa Jolley James L Oudmr. PA Sloven M. Unah, FE 1123.12029 112312020 11*M20 dng FBC Apo,, C.t.,gay: Racing (60t)"136193 PE41242 (717)317-854 9,MCYasoM• Roving Aceant that rem Nsttei@kmgecocan IMpY Pan tithe Raising system Caw)lange Ndhod: EvYuYlon Repot ken. Florida RayYeledArchltect.a a Licensed Florida PrdeeslmY Enyneer QuiftAmvmco Apefewtl is lies dQ imaid fir la o d vim Mkt Spa Controls 111,91,111-bet. In)rMZ OW99LUM Now" IYaSIR 1 D.6-Ai" (M-4 a TRM8u16 Dock -Air D44 Low Pisa., PalloxwAvnm Plastic, Rod Vent 12/1o2O25 No Yes No-97.547.6 MechaniaN Attached to PWopd Doak. Florida Department of Business & Professional Regulation Pepe I as 1 Building Codes and Standards 1052022 Product Approval Application Detail 99A iNtlbt9r 20m 2* alitPAMMig 21a 7M yolu ManunMunr CO Moat Enpinex a llamas Validated By Valid~ $UbMlftd FOCAparowl Approved Revision 2020 All American Shutters and Glass Mks Barbeiri Frank L. Bennaudo, PE Troy Bishop, P.E. 10r2812020 10115I2020 111D512020 12118/2020 Approved Category; Shutters (66'1)112.OW2 PE-00485" (954) 947.0550 subcaeOort: Storm Panels PrikeboalameNCaMhune Compliance Method: EvdatBon Report from a mcom Florida Registered Arohnaa or Licensed Florida Protests" Engineer 8yag )duct Model. Numberor Nome Quietly Aseureact Product(3axdokm Contract SNOlrmum Amrevap for ti s AwmJradftr LIm Dee InH HZ Ojai" WHIZ lotW R4WSOint 1211= Prwun 1 24ga GeNanmed Seel Storm Paned 249a Galvanized Sed Storm Panda 12r31F2022 Yes Yee Yee WA Florida Deparenerd of Business & Professional Regulation Building Codes and Stands rde - Product Approval Application Detail Par I d 1 9114=1 ErAft or age all Oft Pondinci go lYat Ve>LM2 NknufaWror Shcdffi engineer tLicense wlae4a d Veiidmbd bit" PlIC Ammyel Approval l MN & RoOvion 2020 Wayehavor Ad, Dshhon ICC Ewlual-S.An. LLC tan Watt. PE. 02R712021 1011302020 02IMM21 Approwd Casgayk saw..[ Cmo-.rail (233) 924414711 (BOB) 030-32aa aubCMogm). engineered lumber RaI.A.eold.in@oetrha Coarwliwho.lashed: Evountler, Raw" pam a a -.- Product ewfwgon Entry, am mkyAL E Amrm,adtggu ggtta 21= IEgt PrptlaAt Modal Mrbr a.N.msProduct Donsedodpor, 221MMLN r[M eau In RVIKZ OL"tb HVKz Bulab M Emriaa 1 tttlorsm LVL Laminated Voram, Lumber ON3120i.3. No Yap NIA WA 2 Panalam PSL POreel Stand Lum)lr 03131=3 No Yes N/A WA 3 nmbaRmnd LSL L.,MGW wend Lumber OS/312025. No Yes NIA WA 4 TJ min lard Muduld Comp001N Lumber a Oriented Stand 03WIZO73 No Yes NA WA board RIM Board 5 We,. notes. Rm Bard Oderned Strand Sarl Rim Board 03131=3 No yes NA NA Zak 11rat gmg m rismdighm Raw.i- 2020 L.V. Thompson, Inc. dbe Thompson Atchdectun Mehl Company ITAa4C O) CN.pay: Robing WDCMppry: Roofing Amy awee mat are an Integral PON Orin. Rauln9 Byslem Compliance &%Me* Ewlusgw Report tom a Florida Registered Architect a • Licensed Florida Professional Engineer Baas 1 TAMCO Flat Top 04PodpeVent a4m Me ar Too 2 TAMCOOboseneok Vea 3 TAMCO kM-Rkyfe Roe Venr MM Darts 4 TAMCO Round Top Oa -Ripe Vero ism BSMt for Tile I01WLW Alit tors 10" panduo an !rood amalrral,mrh.. Y)rrYW,Mt YlitrW MailtMa Pat Andrew! AQMMW AMA T-y Christman Zachary R. Pratt Sloven M. Ikich, PE OSMTI 020 OWI2o20 DB27R020 ID1512020 APWMd I613)244-3456 Pa•74021 111 T)Sli-0454 tmy4kwad. sootin➢.loom PrrSaaLuncriatlm auiYbv Aeeurasel Contract fxokmumodn Alwrowdrr0to Anumind IOm= Aubic.HMZ forum UM alibi" 2$M IF--- 26 gA sa0o rWv*WWor SON Dame 001092026 Yet Yee NIA WA 2e pa 09/O non No Yet NIA .0F52.5 2eps. *No roOveNiga wth Integrated bal0e Osman Yee Yet NM N/A 26 go. Ymc roofverbata with basic o9Ig82026 Yes Yet NIA WA Florida Department of Business & Professional Regulation Poe I tit Building Codes and Standards 14rm21 Product Approval Appllc~ Detail gat raNgl9r art bu R#Ab l ➢ no w!g! Y)Ilaim dloldregiom Eta Endmraueee.. YYMr•tld Nwid9w &&Mftd L12ARRMUl A,,,,-d S" RVA" 2D20 gaol Raising Anderm Rope tAPMo Unman Ll lu.tan Gory W. Wobr 1 U11=20 1110=20 11A62020 APV*44 CY.gay: Radnp (a00380•00111 S.rAm LLC. (205) 954-0160 SLAMAM9ery: Rapers Tim ReNnAedeNoh@bau.w Compllmra 114411146d: Evaluation, Report "on a m Product ewilualbn Entity • Auctioned far LW Abermad for use kUK 29M g6A�l tCNiNZ a sibm �, 16 910-y- E7wMs. eats, Gauntry alas, mral (3d Enylon Flat Pronto • Demv. CO 11=1 o M. Yes NIA WA Thatch Aamp; Impact 17 &say 900- sate. Shake Asap: SPIN Sh4ke Flat Prape- ata:na. CA 12131R02D No Yee NIA WA 18 Story ii00-State , Shoke&emp;$04 Shake Flat Prdle-Fleko,CA i221202O No Yes NIA NIA 19 San-ytw-4h.Ia $let. Burp,$011 Shok. FlNPro11M-4ladtm,CA 42t3i=D No Yes NIA NIA 20 balmyy7w-enese 9lrsaemp: Splh sleeks Plat Pmill.- Ilia" 'CA +2/312020 No Yes NM WA 2F TNeegrene fasrcetwo 14y1 Prelll.- Kay, TX 12/31=a No Yat NIA NIA 26 'AIM I-PrAn• - Kay TX 12131F202o Nc Ye. NIA WA Florida Depart merit of Business & Professlorsl Regulation Building Codes and Standards Product Approval Application Detail P.D. I d1 1a1 Spa! Et>Mbr.g[ .tart Aril WttEaltlAa Ana Lear Word,, rsmlttrum[ SdaYr lrasdradN. y;,�g,lag MOmwllri FaCAareW agomna MtNm Rwislon 202D Alpha punt Laval. ICC IP4.1. tl-Servos, LLC Wllorn M. R-Irr,FE 10131/2020 1002IM20 11A35/2020 1001202/) Approved Cescery: 9.0vol Cahponen14 (3211710-3377 (4071601.1917 Ou tCYsgoIY: Truce Raise stewh@YPn.ltw.eom Conellrre Ndhod EvduYlan Rapan tan a Product MoiusOm Eni ty . ouYNv At.lrano Age'awd ror the Aparewdf4ruge km2m Raw fend induct Medtl.Number orName ftdLm boatfitakno SduraeiteulMnArit InMvoiz QuiddaINVINIZ Hell" PMOM 1 INS BCGAphee Hy,r st.rgth IN own, 8) Meal Oorneder Pale 12IS12024 Yes Y. NIA NIA 2 ITW BCGA)Pee HinOo Rate tfatal Canaiar Pont I WM324 Yee Yee NM NIA 3 ITN SCOApm Tula Meal Cannes Pate I V312CI24 Yes Yea NA NA 4 ITN gCG/Apho Wow M4al Carvisea Para 12f312024 Yet Yee NM NIA Florida Department of Business & Profeasional Regulation Building Codes and Standards Product Approval Application Detail ft"I afz 0121112021 army IYaa Verde, eolfe� Smiler eseersuarae validated A. "able t Subvidesid F➢lC A,,,nl AURUM adm Afflmrhen 2020 Alpha Numhum, Inc. 40" Saw Lull R. Lens stow M. 1.160. PE I in VMO 11n82020. I WW2,0M Approved Category: Prha Nano (4071 WO.2005 PE-82514 (717) 31?-0454 subcategory: 80M4 .ph.alawnunnc@y.ao Comellaao Method: Evaluation Report tome 0 Cam Flcride Registered Archdod or a Licensed Florida Prtlratel-el Engineer .. - ... $MINy,AWgaDOe . Aspregrl for Use Approved for Use sagad O/alam sell sooner or Ra- jaredur. sgouarwlwlulm.mla Al= 2Aga 9Mi Itathdant EMU= Alpine + N!`.2n m-8d1dtamp:Vemed AWMI0m11801m/ Alpha Aluminum 8dd&emp; Vented Aumnum 07/302023 No Yes No WA CMU damp; Wood early CMu &Omp; Woad Florida Department of Business & Profasalonel Regulation Paget art Bulking Codes and Standards 115021 Product approval Application Detail Sa! IrrSy a gilt ➢ror Dm Pum- bk 1ym Xd"ld Mammal itsdmm ML AU UM a" RWLm 20" MI Who-, and Doss arum a ntgr American Arch Natural Steven M Ulch, PE 11222020 71222020 11282020 Appnaed Cot"W.Mdevas t717)385d300 Menulaclurre AssacMU- (T1T)31r-11404 "C4gegarY• FOtetl btllhg.,*.Wd.-m Calplehee Method: Certification, MsA or, Looting Niltiill8d1,Aa01rt gmdmLanum m acmmmdtoLuu Agaanuff2laa a" Daft flatProduct Daft Number or liftme $4aat DKcFkdon In KWZ out*" 10Mi E/riMN fin. 1 189 PW 7S r 72 Insulators dos 040312M No Yes No •80160 Florida Department of Buell*" & Professional Regulation Building Codes and Standards Product Approval Application Detail Par I di 1m=l tAgs DAUX Nat Alf Ari 2mgm No Z= Wrelom M&nLe wwra 2&90 Engineer tllgm! vwme tl et YW " MamiiW P&CAmaW ANMN)rd am Anpnmlpn 2D20 PGT lnoudres, Joal Ravowdd atmLCate OCCO-CAR MNIn4.O1ee 5CC0• VAL 11A75/202O 1i051211120 11111/n20 Approwd CilegeIV: "reoas, (941)400.0100 (786) 315.2590 autic gory: Mallena IMSG"Id@PganWvAeac Comphar a Named: Collation Mork a U dna am NIMIML AMMO AAA dlff.Uu Amrevedrortha. yoga Remo slag Product Haft NYroar a warp Product Description SBntratat BodfrlaaArit ID MIOIL owlda )are ydwArt longy(e 1 MusawforAll Oooraandwndowa Aluminum "Ore 05/M/2028 Yes Ye/ Yee WA Florida Depanmart of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papa 1 d 2 1a12021 age age am 11121k Version Manuacturr A Uconeo mamma Pac Approval hlgmnd alma Relition 2020 GAP Mldle.l soon Rabat Mammon John W. KnecurAch, PE 094,162D20 D92112020 10MO20 12n52020 AppwMd CNHNWV: Recent (OOO)7011,3411 P"i'lls (04) 772-5=4 eubCYepory: A.M.t ahinyse nlslle eper.am (arryu.nee Memed: Mluorat Report van a Flalds RegtoteNdArchfaa or a Licensed Floddo Professional Engineer Agermrat for use BUM 92" At" liteduall Itawrilotion Conrad P-olrYlenmYe it,I4VHZ i Bldg" Pressure. 1 GAP Asphri Red Shingles Furry.» relnlorad toot. faminsted. 5H.bmd 121162022 No Yet NIA WA I4pftk*o .10hod thepMa Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.ea I d+ 16=1 salt saw or au an Cm Pmom 20 Bak Y"W M.nwflcwrr carded uarw wklatad ass YMWtlad N) h PAC Atbrowl Approved IIjzMM ReWrerl 2020 Floddo MOM! Prdarde Inc. Clark Jones Jsmaa L. Bucker. P.E@ 9towrl M. L)", PE 00/27/2020 09262020 IODQ020 12nar2020 App-d Category: Recalls (904) 7nMO CBUCK Blyneemg (717) 3174464 eubCdogorr. Roving AaaBaaes that are on dea@Samao dglh PE•31242 Illegal Put of me Rownitayslom compliance Method: Enlukim Report from 4 Fiends Raoltlared A+am.At a a Uorheed Flodde Prde slant Engineer Quiet, Assurance Agents" IN Ilia Aswoym for um gsgJgi iggN Protluet Yodel. Mahbr r slam. MWSN 2kK4" f.�r�imlfrlmara Af.N)MZ BWrtOI �awra 3 3- FLAA4Co SpUd:RV tO Ridge V.Naqud: Aluminum Rdge Vents lor pitched I" ff"ettod 12/31" No Yes No WA from 0 On, Numhum Florida Department of Business & Professional Regulation P.O.1 to 1 Building Codes and Standards imrm22 Product Approval Application Detail Code EmIM or 2ft a lib Pentland gait ,IN Version Manufacturer ,tignm= Irminger a Liana Validated by Validated Submided FAC Approval Ashonevedillil(A Revision 2020 Global P~Ion Products, LLC Tim Robinson Weber A. Tilt Jr., P.E. John W. Knezevich, PE 09Mr2020 OWOBr2020 1010112020 12fiSM20 Approved C 1tpoy: Shutt- (aS4) 609P7545 PE-44107 MItunaon®gppentoom IOU) 7726224 Subcategory: StoPanes Compliance Method: Evaluation Report from a Florida Registered Amhboat or a Licensed FlSrlda Professional Engineer 6-0 Product Medal, Number or Name ProdotOatmrlMkn CoMnyt Eomlr#Uon Oft Aperovae gel uge OpquuV112LiiII UHVHZ O 1alQyL gN11ai Realotimill Pressure 1 20 Gage Galvanized Seel Storm Panok/HWNZ Corrugated Gavanized Steel Sam, Panels retirwel 121311= Yes Yes Yes N101. or not by tracks to prolde hurricane picftcdon, 2 24 Gage Galvanized Steel Storm PaneaNHVHZ Corrugated Galvanized Seel Stain Psnoe retained 125112022 No Yes Yee NIA or not by dadca to provide hurricane. prdac8on. Sag JYaa YaWm NKWNGUX r"man 2020 Colrmerpal Canape Produetalno. 004ow.. aOWeY Comp-aMe eub4docc rn Products Introsuced 99 a Result of Nw Tedhnaapy Caryllma Method: EY91uMlgn ROW Sea a Flood. Rallsar.d kchltoct Mr. Uw.d Florid. Prd.al-Y Engineer YLaM7)s,aarlrndreY - .. tilt RodAY YedaI NMMra N.nr 1 duly, Places or Commerdal Concrete Products Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop I d1 11,141021 M%2 toil IIMa ten,pandma no &am Emratl[daLllMS wldred eat xdwm gggalgug P14C A- ad &MOM it"M Rabat 0111e iamoelokGresnbero Jahn Hoy lztiun2o 12/)82020 12262020 cling P13C Alms 013)e50.3707 pe-34245 (1oT 50,5311 preen aga"yehoo gem AMMMLILUM AanemLiffAm kill" Reim ContractEmindl-Ott 1g10MZ 9Nriict9Mi Resistant Entaln Precool and Presleseetl Concrete Linteb O$r,*W24 No Yes N/A WA May 27, 2022 -6•ee0 N N L 0. a' C O 0 75 W Qj V O C O ^^++ W O U- O CU > .� IL CU+� 0 Cl)V, a Z Z W J Z Cn CU ICU O CL O O L CL ICU eeeasre O L CC w Q W Z Z Q J a SHEET NO. PA 1,1 Simpson Strong Tie 2020 FBC Approved Products Updated 124U12a20 Simpson Strong -Tie 2020 FBC Approved Products Upooted12fatti i), Simpson Strong -Tie 2020 FBC Approved Products Updated 12/8o12020 Simpson Strong Tie 2020 FBC Approved Products Updated 12130r2020 for dreel InK$ to ill SOT &Wfo nb tded below, SLICK HERE Fa direct links to a1198T approvals Istea below, CLICK NOR For dlreet tnK6 to all SOT approvals listed below. For drRdt links to elf 8ST apprwds tded below,om For additional Intarnallonregarding Flttlae'a8tateMdeProductAppraralByslemarid Milw*aadsCounty Noon aAcaepteace(NOA),CUCK.HERE. Fat additional IMenRitienregardNgFkAda'sBtaticsldsProdratApproval 8ystergandMamf-DadeCaumy Notice, ofAcdsplaeee(NOA),CLICK HERE For additional InlarmallonrogardergFldddesStatewideProdrdApproval 9yeamand MismIOadeCounty No" ofAcceptance (NOA),LUCK.HERE For addtkKMlinfatrisponregarding Flarlda'setalewidePaduetApproval Qjstemand MarWOadsCounty NoctoofAcaoptseee-(NOA),Q CKHERE FLMt0448-R8 FLNII 04WRB 11 HUS, HUSC sense hangers Pape -mount hangers available In widths ranging from.1.51r to 3 FL#23a&R7 9/16" and haipMa ranging from 45118" to `11" Concealed Mange MMI ProductModed.NumberorName ProductDfltcricillan Product bascrindan jag PmductModal.NumbarprNama Product Descrl tion version CHUSC)available for modokhaving width squalloor 1 Then Stainless Ebsef Concrete & Masonry Screw (TTN-SS) 1/4" diameter Than ahritiless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 8T, STe, BTH Brick Tie greater than 3-9116" 2 APA21, APA4, APAB, APVA21, APVA4, APVA15 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCIO Coiled Straps 12 IUS •erlestiangers Face-moUnthangers available in widths ranging from 171V to 3- 3 APB44, APB44R, APVBOK APBOOR, APB80, APBWR, APBi010. APB101OR, APYB44, Outdoor Aomw Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 518" and heights ranging from 9.1IN' to 16' APVB44R; APVB%, APVB88R, APVB88, APVB88R, APV81010, APVBID10R 4 CSHP18, CSHP20 Coiled Straps, 13 LGU3.25-SDS, LGU3 83-1909, LGUS'2MOS Face -mount hangers 4 APUM-4, APOJT2R-4, APDJT2-0, APDJ72R-8, APVDJi 2-+4, APVDJT2Ra4, APVDJT24 Outdoor Accents Deck Jost Ties 6 0TS218 ComprosslolvTension Strap 14 LU24, LU26, LUZ8, LU210 Foofmount hangers au pProduct DascAption APVDJf2R-0 9 DSP, SSP, TSP Stud to plate to 15 LUC28Z, LUC21 OZ Face -mount hangers 1 SD10112068 Outdoor Awartts Connector Shrew 5 APHH46, APHH40R, APHHBIO, APHH01 OR Outdoor Amento Heavy Hangar 1 HI, H10A, HZ5A, H3, He, H72, H16, H10S, H15.2, H 1 S-2S Hurrlcame Ties 18 LUS series. hangers Fece-mount hangars available to widths ranging from 1.911$" to 4- 2 SD8112, 9DM2; SD10112, S010212 Strang -Drive SD Contractor Strew 8 AP1,4, APL6; AP114, APT$, APVL4, APVUa, APVT4, APVTB OutdoorAmerift Land T Beam•lo Qolu m Ties 8 HCT-2, HGT-3, HGT-4 Heavy GimerTledwm WO" and heights mriging from 3" io 1 &16118' 3 6DBi17SS, SD9212SS Soong-UrivaSO Connector $5 Screw 7 AKH24,.APLHZ4R, APLH28, APLHZeR, APLH210, APLH21OR OutdoorABbents Light Hangers 9 H824 HurrloanoTle IT MOU8,133-SDS', MGU5,26•SDS, MGU6.50-606, MGU5.8Z5D% MGU740 SIDS Face-maunt hangers 4 SDCF2241k SDCF22512, 80CF226/4; SDCF22700, SDCF22858, SDCP221014. Strntrg"Drive SDCP TIMber.CF Screw 8 BVLZ Brick Venal" Ledger Connector 10 HSS2SDS1 S. HSS2-2-6D83, HSS2-3SDS3, HSS4-8DS3 Heavy Bind Shoe 18 MiU sores hangers Facamourit hangers available in Widths rang ngfrom I-W1 Vito 5- SDCF221134, SDCF221334, 80CF271958, SDCF272W.. 9 CBT2Z, CBT4Z Concealed BeamTkirs 11 HST2, H", HST5. HST6 Straight Straps 118" and heights ranging from e•15118'to 19.1/1', 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP228W, SDCP22912, Strong -Drive SDCP Tlmber-CP Screw 10 CJT3Z. CJT42, CJT5Z, CJTBX Concealed Joist Ties 12 HTS10. HTSM, HT924, WS28, HT33o. HT83DC Heavy Tvdat Strap 19 MJS26 MUS78 Face -mount hangers 5DCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ1 BKTZ. HTSQ2OKTZ Heavy Twist Strap 20 SUR. 6UL, SURC, SULC series hangers Skewed face -mount hangers available In widths ranging from I - e SDHR27400, SDHR27614, SOMR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/1e' to 3 (WIVI and heights ranging from 3111 W to 133M" Concealed flange version (SURC. SULC) available for all double 7 SD525112. SDS26134, SQS25200, S0825212, S062630D, SDS25312, S0625412, Strong-Dhve SDS Heavy-Ouy Connector Screw 18 F04, FCB Fro ming 15 LSTA9„ LSTAI2 LWA16. LSTA18, LSTA21. LSTA24, LSTA30, LSTA98 ftsight Shops 2Xand '4Xmodels; only souls flangeeoonosalsd, 9135255W0SO3268DO,SD82WW 14 FWAMT Foundation Will Angles 16 LSTI4%LSM73 Stralphtstrapc 8 SD8261I2W SOS2520065, SDS2ry212SB, SDS25MOM S05253126S Strong -Drive SUB Heavy -Duty Connector 65 Screw 16 GAt. GA2 Gussct Angles 17 LTB2p, LTB40 Bridging 21 U series hangers Face -mount hangers available In vviddls ranging ham 1-gMi r'to 9 SDWF2716, SDWFZ720, SDWF2724, SDWF7726, SOWF2730 Strong -Drive SOWF Floor -to -Floor Screw 18 H2A, HZ5T, H8, H1CA•2, H1 OS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light?wlstStlap Wand heights ranging from2-5/8"to 11. M" 17 HCJTZ Heavy Concealed JoiatTie 19 MGT Medium Girder Tladown 18 HH4, HH6 Header Hangers 20 MST27; MST37, MST48, MSST80, M9772 Strolght Straps PL1M10007,R! 19 K$812 Knee-Brsas Stabilizer 21 MSTA9, MSTA12, MSTA15. MSTA18, MSTA21, MSTA24, &MAW0 MSTA38, MSTA49 Straight Straps PLYF10BfT/•R8 20 1_30, L5D, L70, L90 Angles 22 MSTC28, MSTG40, MSTC52, 11MSTC 66, MSTC78 Straight Straps AM# Product Morel. Number or Name product Dowflotlon 21 LCE4 Past Cap 23 MSTC4883, M6TCe6S3 Pre -Bent Straps ANJ Product Mods(. Nuts bar or Name product Doserladlan 1 ATRS18, ATR'11Z ATR6/8, ATR314 Threaded Rods 22 LS30, LS50; LS70, LS90 SkrombleAngles 24 M"2e, MSTI3e, MSTI46, MSTf00, MST172 Straight straps 1 BA series hangers Top flange hangers avoihagto In widths ranging from 1-9/18" to 7- 2 ATUDS,ATUD&2,ATUD9,ATUM2,ATUM3,ATUDI4,ATUD14-2 Aluminum TakeUllDevice 23 LSCZ AdjualebleStair Stringer Connector 25 MT812,MTS18,M91a,MTS2t7,MTS24C,MTS30,MTS3OC Medium Twist Strap 110"and heights ranging from 7-1 Wto W1. 3 SP3 S.2, BP1/2, BP1123, BP502, BP6/8.3, BPSM, 8P3/4.3, BPRTU03-4 Basting Plates 24 LSSJ2612, LSSJ28RZ, LSSJ219L2, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 88 NCA2x10,12, NCA2x12.12, NCA2x6.19, iyCA200.16, NCA2x12.16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3.5/8" to 7- 4 CNW3M. CNW112-ONW&B, CNW3M4„CNWS/8-1/2, CNWV4S/8 Coupler Nuts 25 LSSR1-61, LSSR21, LSSR2.37, LSSR2.58. LSSR210.2. LM410 Field Adjustable Slopeable/Skewable Hangar 27 RCW81'2, ROWS14 Wall Bracing I/8" and height hanging from 0-114"to24", 6 CTUD56, CTUD65, CTUD68 CTUD75, CTUD76, CTUD77, CT UDST CTUD88, CTUD97, Coupling Take -Up Dovtoe 28 LTP4, LTPS Tie Plates 2B RPS15, RPS22, RPS28 Repair Plate Stop 3 DGF series hangers Top flange hangars available In widths ranging from 1-112' c, 3 518" and heights ranging from 7-1/4" to 24 % CTUD98, CTUDW 27 ML23Z, hL24Z, ML28Z, ML2BZ, ML21 OZ Angles 29 RSP4 Stud to Plate Connector 0 N3, 1`44, N6, N6 Heavy Hex Nuts 28 MMHO Roof Tie -Dawn 30 SP1, SP2, SP4, SPO, SPS SWd Pasts Tie 4 DGHF series hangers Top flange hangars available in widths ranging from 1-3M'to 3- 7 'RTUDB,:RTUDBB,.RTUD4,RTUD4B,RTUDe,RTUD6,RTUD7,RTUD8 RatchebngTaks-Up-Deviee 29 hMHIC Hirigad'RoofConnector 51 SPH4,SPHO,SPHB HearystudPlateT'le NO" and heights ranging from9-114"to24''. 8 TUD9, TUD10 Take -Up Device 30 MMLUX MMLU26-2, MMLU28, MMLU28,2, MMLLJ21 D, MMLUI211, MMLUI39, MMLU311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoo 8 E05, E07, EGg serves hangers Top fiarip hangars evailable in widthe ranging from 6.114" to & 9 TUW38 Take -Up Washer 31 RBC, RBOP Roaf Boundary Clips 33 ST9, Sr12, STiB. ST22,ST292, ST2122, (ST2115, ST2215, ST6215, ST8224,678236 Straight Strops 718" and heights ranging from 1 V to 32.1/7'. 1D URSS 318" Uplift Rod Run T'odown System 32 RST-9 Roaf Tta-Down 34 T820, T827, TS30, TB38, TM. T848, TB54, TB66. TBOO Tansson Bridging 8 EGO cerise hangars Top flange hangers available in widths ranging from 3.6ff to 7- 11 UR34 112" Uplift Rod RunTledowri System 33 RTC22Z, RTC42, RT= RT044 RIgId Tie Connactore 35 TWB10, TW812, TWS14 Wall Bracing 1M" and heights ranging from I IAA" to 32" 12 URS5 BM" Uplift Rod Run Tledown System 34 STC, fiTCT, OTC, HTC4 Tnxa Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedovrn 7 GLS series hangers Saddle hangars available in widths ranging fram 3.1 /4" to 8-7/5" I3 URS6 314" Uplift Rod Run Tledown System 35 TJ037, TJC57 Trues Jack Clips 37 WB106 W81060, WS126, W8120C, W6143C Wall Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Siilfaner Clips 8 GLTV series hangers Top flange hangars available in widths ranging from 3-1 Wild, 7- 1/8" and heightsranging from 11"to 37' j<Lfe10631•R8 9 HS series hangers Top flange hangers available in widbtaranging from 1-9118" to 7- PLX10441-RO FLaH 0447-IRS, 112" and heights ranging from 8" to 30" 1W Ploduct'Modal. Numboror ame Firtiduat Dowdow 10 HGLS sense hangers Saddle hangers available in vndths ranging from 5-11,V to 5.7)8" Ali 1 Product Model. Numbar orflame DTT2 Pirciduat giffligirmthirn Hold-down MU Pit Model, Number or Name Product O"O t erin 1 CBH2.370.5, CBH2.37x7.e3, CSH2,37415 Concealed hangers and heights ranging from 10-1 /7 to 28", 2 HDC10/4, HDC101Z2 Hold-down 1 AHEP Adjuseble Hip -End, Connector 2 DU, DM, DH UTF eades hangers Face-maunt (DU, DHU)and top Alango (DHUTF) hangers 11 HGLT serfs hangers Top flange hangers available In widths ranging from 3-1 M" to 8- 3 14008, HHDO11, HHDO14 Hold-down 2 DSC2R-SOS3, DSC21_-SOW, DSC5RSD63, DSC5L-SD93 Drag Shut Connectors avallable in widths ranging from 1-9HB"to W8" and heights 718" and heights ranging from 7-1trio32' 4 HOU2, HOU4 HOU5, HOUB. HOU 11 HDLJ14 Hold -dam 3 GBC Gable Brace Connector ranging from 9-116" to 23.1SM6"- 12 H(SIL V series hangers Top flange hangars available In widths ranging from 911V to 7- 5 HPA26, HPA36 Strap -stye purlin anchor 4 HCPi.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.GMDS, HGU5,25-SW, HGU5,50S0S, HGU5.62-SDS, HGU7.00•SDS, HGU7,25• Fete -mount hangers. 118" and heights ranging from 14" to 33" 8 LSTH08. LSTHDBRJ Strap -style hold -dawn 5 HHRC2-Z HHRC47-. MHRC42,2, HHRC411 61. HHRC44, HHRC5.25/8 25- HWRC5,37/3.12, Heavy Hip to Ridge Connectors 5PS, HGU0,00-SD6 13 HIT senes hangers Top flange hangars available in widths ranging from 2.5/16'to 3- 7 MASH, MASAP Foundation anchor strap HHRC86 4 HGUS series hangers Face -mount hangars available In Widths rangingfrom 1-5/$" to 7- W16" and heights ranging from 18" to W' e MPA132, MPAI44 Strapayle puriinr anchor 8 HRCI 81, HRC32 Hip Ridge Connector WS" and heights rangklgfrom 5 5118 to 12-7/6" 14 HUSTFsenes hangars at Hanlon available in vndths ranging from 3118" W9 Tap and 3 9/18t' and nd hheights ranging From 5 9J8" to 13-1/8" PA18, PA23, PA28; PA35. PA51, PA68 ShW4t % purlin anchor 7 LRUX LRU28, LRU210, LRU212 Rift rrHonger 5 HHGU5 25SDS, HHGU6 50-SDS, HHGUSX2SDS, HHGU7 OOSD9. HHGU7.25-SDS, Fsca-mount hangers 10 PAI18, PAI23, PA120, PARS Stop -style purlin,atehor 8 L-SU28, LSSU28, LSsSU210 Light Slapeaple/Skembie U Hanger HHGU0.00-SOS 15 HUTF. HUCTF series hangers Top flangle hangers available its widths ranging from 1-WI&Ito S. 12"and heigrds ranging from 3.7118" Ito IV' Conceded Mange 11 STHD10, STHDi ORJ Strap -style noia-doiwn 9 THE4, TBEO Truss Bearing Enhancer a HHUS26-2, HMUS28-2, HHUS210.2, HHU949, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers version (HUCTF) aystabe.torall models having width equal to or 12 STHD14, STHD14RJ S#ap-ayte hold-down 10 TC24 TC28 TC28 Truss Clip HHUS7.25MO greater than,2-9110". i 1 THA29, THA213, THA219, THA218.2, T'Hit222.2, THA413, THA418, THAC418; THA422, Ad)4amble Trues Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skemb face -Mourn hangers available in Wdths ranging from 3• THAC422, THA428, THA422-2, THA42&2 I1S to 5.119" and heights ranging,trom 4.3/d" to 15 3/4". IS HWP series hangers Top flange hangers available In widths ranging from I -WI O'to 7- 12 THAIi.81122, THAl2;06122, THAl2. V2Z THAT22Z THAI322, THA3522, THA422 Adjustable Truss Hanger Sized for I.Jolsts Concealed fengevereion (HSURC, HSUt,O) avidabla far 00 110" and heights ranging from 5-319'to 28" 13 THAL422, THAR422 Skewed Trues Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH seHes.hangeta Top flange hangers avaltable in Odtheranging from 1-Vi W to 7- 14 THJA20, LTHJA26, LTHMA Multiple truss Hangers 8 HTV20, HTU28, HTL1210, HTU26-2, HTU2$=2,'HTUMO.2 Face -mount hangers 1/2" and heights ranging from 5-318" to 37' 15 THJ1102-"DS3, THJM2•5,SD55, THJU28, THJU2&W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from I.9118" to 7- 16 ITS series hangers Top flange hangers avallable in widths ranging from 1-9/18" to 3- 16 TSBR2-24 Truss Spater,Rvaraint 112" and heights ranging from 2-716 to 19.114"- Concealed flange 518" mind heights ranging from 9-11$" to 16' 17 VPA2, VPA25, VPA3, VPA95, VPA4 Variable Pitch Connectors version (H UC) available for all moo" having width equal to or 19 JIM series hangers Top flange hangers available In width of 1,9/M" and heights 16 VTCR Valley TruseClip Creator then 2-9M8" ranging from5.3/8"to7.1)4" 10 HUCO1 81194SDS, HUC01.81/11-SDS; HUCO210-2S13S, HUCQ210.3SDS, H000310- Face-mount'hangers 20 JSA series hangers Top flange hangars available in width of I.9118" and heights SDS, HUC0410.9DS, HUC0412SDS, HUC05.25/0SDS, HUCQ5.25H1-SDS, HUCQ810- ranging from VVI to13-118" SDS, f1UCQe12-SDS Simpson Strong Tie 2020 FBC Approved Products Updated 12r,0=0 For direst.Ink$ia1d f78T applawals triad bal cw CLICK HER R Fa information regarding Flonda's8tslswide Product ApPrwdbyslarn an Mamids Canes Notice of Aaaaptaraa tNOA), Krz„ HER£. Simpson Strong -Tie 2020 FBC Approved Products Updated i2rton02a For direct Inks toll SST approvats lsi$d below,. CLICK HERE • Far addtonal infamfatian resultingHaida'a BtsUwlde Prartud Approval System and MaHaCads County Natics aFAawPtsncr{NOAy, rl Ir.K NFaF Simpson Strong -Tie 2020 FBC Approved Products Updated I Zrxii Fa dlreal lnkstosal SST approvals listed below, CLICK HER For addtonal information regarding Flonclaostalewide ProtuctApprwal System and Mami4M9 County Nowo at Acceptance INOA). 61,ifu H a , Simpson Strong Tie 2020 FBC Approved Products Updated 12/3ti=0, For direct.Inks tosill 88T apata ds leted below, .CLICK HERE For additional Infameaan regarding Flanders Ststwrids Product Approval Syswm and Meml•Dade Canty Notice of Aenptance MCA), CLICK H F R E, Sri additional _;,),(, 21 L B wine$ hanger Top hangars available in width of 1.9/18"and heghts J L#1 f486 R6 18 SUBVI.58, 51 V1,61, SiLBV2.06, SILEV2.37, SILSVZ,50, S&I3V2,68, S/LBV3,12, S LBV3.56, S/LBV3.IS2_ S1LBV4.06, SILSV4 12, SILBV4.28, S&SV4.76, ^y1LBV5,60 Top Flange Joist Hangers 6 8 SET-XP Strarli 2 (ST•82, STS2.4SS, 8TB2.6SS) Adhesive Anohorlor concrete Strong -Soft 2 Wedge Anchor for concrete available in carbon 22 L BAZ Series Rangers ranging from 5318" to 15-1/8". rangiflangng -vs," Top flange hangars available In width of 19118" and heights AW pmduat m odel. Numberror Name PrOduct Drolionation 19 SfLTT20, S/DTT2Z, S/HTT14, HTT4, HTT6 HaWowma steel and Types 304 and 31 Or stainklas steel ranging from 9.3f18" to 1&118" 1 HHUS210-3, HHUS210A Joist Hangar 20 $NST90, SyM8772 Straps I I MR (10 0%) 7 Then HD (THD-H,?HD-HMG,THD•H4SS, THD-FOSS, THD-CS, THD-CS$SM Then HD Heavy Duty Screw Anchor for concrete and masonry '23 LEG3, LEG5, LEG7 sense, hangers Top flange nongers available in widths ranging from 3-I tV to 8- 2 HRSB, HRS8, HR812 Strap Ties 21 SP4, SPO Stud Plate Ties available with hex head In carbon seal and Types 304 and 316 stainless steel, or with countersunk head in carbon noel and Vic" and heights ranging from 9" to 33.1 M2" 3 HUCO210.2-SDS, HUCO210.3-SDS, RUCOSIC-608 Joist Hangar 22 9SP, DSP, TSP Saud Plata Ties Type 318 trtainless•ateel 24 MEG6, MEG7 owes hangers Top flange hangers available in widths ranging from 5-1 /4" to & 4 THG62, Ti-I083, THG8H2,7HGBH3, THGIgH4 Joist Hanger 23 24 SrC. DTC TBD22 Truss Clip Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50894RC) Tien HD Threaded Rod Caupler for concrete 7/6" and heights ranging from Writ 32-117' 5 THGQ2=SDS3, THGQ3SOS4.5, THGQH2,SD93, THGQH&SDS4.5, THGOH4SOS8 Joist Hanger Joist Hanger 25 TJC37 Town Jock Connector 9 Tb irH0 Threaded Rod Hanger(THD625188RH, THDB3715t3RH, THD37212RH, Titan HD Threaded Rod Hangar for concrete .28 MIT series hangers Top flange hangars available In widthe ranging from 141O" to 5- a THGtM1 4, THOVV3-4, THGW4-3, THGW4.4 THO5023411H, THD10212RH) 118" and heights ranging from 9-11V Ito U' 10 W$dge•All (WA) Wedge -All Anchor for masonry 28 PF, PF% PFD8, PFDSB series hangars Top flange hangar available in viidth of 1.9/16" and heights ranging from 3.8/8" to 7-1/8" nm 1473-R5 FL'8r69W-R5 27 RR Ridge faller tonector 28 WP $$rise hangers Top flange hangers available in widths ranging from 1-9119" to 7- 118" and heights ranging 9-114" to 32". JW I Product Modal. Number In, Name DETAL20 Product Descdotion Double Embedded Truss Anchor ji§p,a i ProduictModel, Numberrior Name CCQVMO2-SOSHDG, CCQM4.e2-SOGHD3, CCQMI5.50•60SHOG, =0103-92•80813, Product Description Manor ry Pier Caps FL 1a111230•RB 2 FGTR, FGTRHL, FGTRHR Girder Rionc (Anchor CCTQM4,62SOSG, CCTQM5.5C-SDSG, £COONO e249DS0. CCCOM4.62-8088, hag PmdudtMedrl. Number or NameFiroductDoscricifilain 3 HIS, H18S HI&2, H1Q-2S Hurficane Tie CCCQWBO-SDSG- 1 AT•XP AT-XP High -Strength Acrylic Adhesive for coriarefe or masonry 4 HL-7Al2, HEfA18 HETA20, HETA24, HETA40 Embedded Trues Anchor 2 EGC1_dM3.62G-KT, ECCLQM4.62G•KT, ECCLQM9-5OG-KT, ECCLLQMD3.e2G•KT• Masonry Play Caps 2 ET -HP ET -HP Epoxy Adhesivefor Masonry ItLOaea-Re S HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4,e2G-KT, ECCLLON 06,50G-KT, ECCLRQND&62G-KT, ECQLftQMD4.O2G- 3 SET-XP SET-XP Hgh-Strength Epoxy AdhesNefor masonry Aug Product Modal, NUmbaror'Namd Product DoacduNon 6 µGAM10, HMO Masonry retrofit connectors KT, ECCLRQMD5,50G-KT d Strong-Ball:2 (ST" JRang-Bok2 Wedge Anchor far masonry 1 AGA44, ABA44R, ASA48, ABA46R, ASA66, ABA85R Adjustable Post Base 7 8 HHETA1e, 1-11-1ETA20, HHETA24, HHETA40, LQT2, LGT3.SDS2.5, LGT4-S'DS3 Heavy Embedded Truss Anchor GirderTledown 3 4 POLJM5.25, HOUM5:50, HGUM7.00, HOUM7.26, HCIUMO.00 LGUM20.2, LOUM26:3, LGUM2$•4, LQUM28-2, LGUM2". LGUM26.4• LGUW10.2, Heavy Masonry Hangers Masonry Beam Hangers 5 O Titan 2 (TTN2) Tien HO I THD•H4SS, THD•HOSS, THD-CSBBS) Then 2 Screw Anchor tot Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 2 ABU44, ABU44R, ABU46, ABU481R, ABU55, ASU54 ABU05, ABU88, ABL/68R, ABU88, Adjustable Post Base LTA2 Lateral Truss Anchor LGUM210.3, LGUM210.4, LGUM46,'4GUM46, LGUM410 or 316 stainless. steel with hex head, and 318 stainless steel with 3 ABU88R, A8U1010 ABU1010R, ABU1212. ABU1212R ASW442. A8W44RZ, AB1N46Z, A8W48RZ, ABW88Z, ABVVOMV, ABW7-7 Adjustable Post Baas 9 10 MEfAl2, META16, META18, META20, MEFA24, META40: Embedded Truss Anchor 5 MBHA3,12M 25, MBHA3.12111.25, MBHA3.5t3/7 25, MSHAS.56/915, MSHA356111.25, Masonry Top Flange Beam Hangers 7 Titan Turbo pourr6eMunk head` Titan Turbo Straw Anrhor for concrete or masonry 4 AC4, AC4R, ACE4, ACB, ACBR, ACES Post Cap 11 MSTAM24, MSTAM38, MSTCM40, MSTCM80 Sbap Tlefor Masonry MSHA&BB/11.88, MSHA3.68/14, MSHA3.68/18, MSHA3,56/18.. MBHA5.5M7.25, (TNT) 5 BC4, BC48, BC4R, BG'8, BOOR. SOS, 8=-214, BOW-" Post Cap 12 MTSM18, MTSM20, HTSM18, HTSM2D 1Wst Strap for Masonry MBHA5.50/9.25, MBHA55Wl25,. MBHA5,50111.88, M13HA55OM4, MBHA550n6, MBHA5.50118 e 7 C844, C846, OW, CB86, CBM C88044•SUSZ CBSQ44B-SDS2, CBSQ88-SDS2, Ct35Q88•SDS2,CWQ85-SD82 Embedded Column Base Embedded Column Base 6 M13HU3;5i09.25, MBHU3,5e111.25, MSHU3.5e/11,88, MBHU3.5V14, MBHUBVVI6, Masonry Boom Hangers FLs16BJ7-RS 8 CC, FCC, ECCU Series Ballad column caps with W1 ranging from 3-114"to 9-117 and FL*ti496•RS MBHU366H8, MSHLIES .25. MUHU5,50111.26, MSHU5.60111.88, MBHU5bON4, W2 ranging from 3-519" to 7-1/2" MSHU5.50r16. MSHU5,50118 fttj ProdudtModal. NutsberorNaune Product Description I X34B7016-SK, XtS1010- Xi B10IO.4K, XQi S1016, XQt B1016-4K k1'D48 3tmngd3riw XMwW6et OHNng, Tapping Screws whh 08 g OCO-sDS2;5, ECCQ-SDS2 5 Sense Screwed column caps with W1 ranging from 9-114 to A-117and AW Product Modal. Numberor Name Pftfduct Descirlation DMII Point W2 ranging from 3-&8" to7-1/2" 1 DTTiZ Deck; Tie K Boiled Holdowme FL1N39T&RB 2 XLQ114T1224, XLQ114B1224.2K il12.24 Strong -Drive Mahal eBdrrllii Tapping Lend 10 CN'T44Z, DPT88Z, CPT81}Z Concealed Poet Tie Boss 2 HD12, HD19 Large tiarewa with li5 Chia Poin9•and Larg$ Diameter Hex Washer Head with 0 of t a 11 EPi344A, EP844, EP946, EP868 Embedded Post Saw 3 I-IMS, H058, H078, H t9B Bolted Hotdowns Tsnsion'Ties Sm 0 Product Model, Number or Name Prodatt QoearIbUoth 3 XX40I I461224, XMQ11481224.2K 912-24 Strong -Drive XM Mediurn-Hood Metal SdM Drilling, 12 EP94Z Embedded Poet Base Embedded Column Bass 4 5 HTT4, HTTS, HTTB-9/4 LTT19, LTT20B, LTTISI Lmht Tension Ties i SDW22300, S0W2233B,SDW22438, SDW22458, SDW22WO, SDW22800, SDW WO6 Strong -Drive SOW EWP-P'LY and TRUSS -PLY Strews Topping Screws wPo1 #6 Drill Point and Medium D omater,Hex 13 LC844,, Leam SDVMS8 A 4 XQ11401224, X0114812242,5K X114SI224, XQ112S1224, XQ1121R1224-2K 012.24 Stng•Dnva X Metal Solf-Drilling, Tapping Safe" vfNtt 06 Strip 14 LPC4i LPCBZ Light Post Cap 2 SDWCi5450: SDWC158D0 Strong -Drive SDWC TRUSS Screw DAII Point its MP844Z, MPBa6Z, Mitme Moment Post Base 3 SDWH19=DB, -SDWH10400DS, SDW449600D8, SDWM1g600DB, SDWH19I0OODS Ssong-Drive SDWH TIMBER-HEXSoww 5 XU34SiO16, XU8461016-&K 010-10 Strong•DrivaXU Metal SeIFDriilkig, Tapping Strom Wth 1$ P844, P844R. P84e, PBs6, POSOR Embedded Post Bass F) iF 3UB-Re 4 5DWH27400G, SDWH27000G; S0WH27WOG, SDVNi271ODOG, BDWH2712WG Strong -Drive SDWH TIMBER -HEX HDG Screw XI Drill Point iT 1213644A, PBL440, PBSOO Embedded Post Base Round Post Sue aye aduct Motel. Number or Name Product Description 5 SDWS16212, SDWS16300, SOWS1031Z SDAN816400 Strang -Drive SOWS FRAMING Screw 18 19 PBVO, PBViO pC44.1e, PC48-15, PC48-18. PCOA-18, PCOO.1e. EPC44-115. EPC4a.18, EPC48-18, Post Cap 1 S85tbx24, SS71et24..SB1x30 9B Anchor Bob B SOWS19800, SDWS19712, S0WS2240O,SDWS22500,SDW522512, SOW6Z=O, Strong•OnVeSOWS TIMBER Scirewontener Grade) EPC6416, EPCO&16 2 SSTSj a, SSTB20, SSTB24 SSTB28, 8STB34, SIST83e, SSTBIOL, S8TB20L, SSTB24L. SSTB Anchor Bohr SOW822800, SDWS22900, SDA62210M, SOW8221100, SDWS221200,.SDW6221500 FL#35224-RO 2D PC4Z, PC4RZ PCBZ, PCORZ, PGBZ, PCBRZ, EPC4Z, EPC4RZ, EPC92, EPOBRZ. EPCBZ, Post.Cap SSTB28L 7 9DW=300DB: SOW"22400D8, SDWS22500DB, SOWS22800D8, SOWS22600t7B, Strong -Drive SDWS TIMBER Screw (Exterior G Fade) Apj 'ProductModei NumtlornrNamo �S, 8 SDWS221000DB ISDWS2231208B,SDVV522512DBB Outdoor Accents, Structural Wood Screw 1 DSSC843.5;DSSCE",DSSCB48,DSHS Bypass Framing Drift StrutConnadnr 21 PPB44.4Z PPB4445Z Post Bass 9 SDWS27300SS, SOWS27404SS, SDWS2750OSS. SDWS27BODSS, SDW82T80DSS. Strong Oriva SDWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5 FC849.5, F•CB4115 Bypass Framing Fbied-Clip Cdlnecteir 22 RPBZ Retrofit Post Base FLA1,14I 2-RA SQW8271OWSS, SDWS2712DOSS 3 FPHSD3431016, FPHSD34B1010, FPHS03401018.5K. fFHSD34S1214, #10.16 and #12-14 Strong-D1vePPHSO Framing4o-CFS Self- N&I product Model, Number or No" ProductD"Gfttlorf 10 SDWV13400 Strong-DriveSDWVSOL-TO-RIMSwaw FPHSD3461214 FPHSD34812145K Ddilflg,TappingScrews 1 CMST12: CMST14, CMSTCIO, CS14, CSIO, CS18, C820, C2 Called Straps 11 STH22 Outdoor Accents Hex:Head Wa$het 4 LSFC2 25, LSFC4 23 LSFC8.25, SFC2.25, SFC4.25, SPC625 Suet Framing Conllecicr F gb8& -Liiti_ R8 2 HR58, HRSB, HRs12, FHAB, FHAg, FHA72, FHA18, FHA24, FHA30, AAS•f128, MSTr38, Straps 07 mil,(12 ge) 6 LSSC425, LSSCSZv S=25,.SS".25, SSC8.26; MSSC2.26, MSSC425, MSSC6a6, StsetStudConnectors Doscrlatlon MST148, MSTI80, MS'T1 TZ, SIMST27, SIMSM, SIMST46 MSSC4.25KW, MSSCO.25KW Ai I FJA,FSA Product Foundation Anchor 3 HTS116, HTS20, HTS24, HTS28: HTS30, HT&mr- HoavyTwistStrops FLIM5383-R3 6 7 RCK O, RCXM.5,RCKW7.5, RCKW38, RCKW5.6S S01543,8, W845.5, 80647.31, ®C11549.5, 8084115, MOCU&S, MSCS47.5 Rigid Knee WaitConnsollor Bypage Frsnting Slide -Clip Connector 2 PRFP Flat Retrofit Foundation Plate 4 L.STA30, LSTA38, LST'I49, LS'TI73, MSTAS, MSTA12, M8TA15, MSTA18, MSTA2t, MSTA24 Straps 43 mil (I$ go) 101 Product Modal. Hutpbsr or Name j`mQy Q 6 M1332-5W. SGS62.5197, SCS82-&I 18. SCS82.51110 Bypass Framing Connector 3 GH48-8, GH416.0, G 1-114", GH48•8, OH410.8, CH4104 GHMO, 0 H86.8, GHOB-C GH88- Girder Hangor 8 LSTA9, LSTA12, LSTA16, LST'A18, LSTA21, LSTA24. ST292, ". 22 ST2116, ST2215 Straps 33 ml (20 get) 1 AS 18, AS 18M, AS I ON 16 ga Trues. Plates 9 SCW3 25, BC1N5.5 Head-cf-Waif, 8fide-Clfp Connector 8;01-16104, GH8'IO 8 6 USUBH3.25, SUBHS25, MSUBH3.25 Bridging Connector Lateral Tie Plate 2 AS 20FIS 20 go. High Strength Truss Plate 10 WC8,25, SJC10.25, MSJC8,25, MSJC1026 Stet Joist Connections 4 GL86A, OLB58, GL1S80, GL86D, GL87A GL678, GLB7C, GL870 Gkulem Bearing Pete 7 8 LTP6 LTS12, 1-11916, LTS18, LTS20 Light "IrWOStraps 3 AS620 20 go. Trusr►Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 5 GLBT512, GBLT912, GLBTBIO, GSLT616, GLt3TS20, OUT620 Glulam Bearing Plate Heavy Glulem Bearing Plats 9 MSTA30, MSTA36, ST6215, ST8224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Shape G4 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH7881.414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 4 7 HGLBA, HGLBB, HGLBC, HGLBD HOT-2, HGT-3, HOT-4 Heavy Girder Tiedown 10 MSTC86, MSTC78, ST8238 Straps 6$ mil (14 gas) 13 X0161a18. X018101e-4K X01S1214, XQ181214-3.SK, XQ78M224, XQ7821224-91(, Scream 910-1& 912-14. and 412.24 Strong-DriveX Metal Self -Drilling, 8 UFp10 SD83 Universe Foundation Piste 11 M7S12, MT316, Ml S18, MTSZ4. MTS30, MT624C; MT630C Medium TivatStraps X IDi 114B12242.5K, XQ112S1224, XQ112B1224-2K, X34B1 dt&SK Topping ixrews 9 URFP Universal Rea cli Foundation Plate 12 S431.56, 8181,81, S182.08, SM2.37, SB2.58; S182.88, tS/B3.12; S/83.66, 6183.62, S/B4.08, Top Flange Joist Hangers FL #16730-R4 XI 510i0X1B10t6 4K, X1S12fi4, X1B12i49.5K 0. X1 10 VB4,12, SY84,20, SIB4.76, SB5,50 93 SBA2.12/6, SMA2.12110, SMA2,12f12i SMA2,12114, SMA4.18/6, SeA4.18MO, Top Paange Joist Hangers AW Product Model- NumbarorName Product Description S'BA4.181I2, SIBA4,18/14 1 EST -HP Adhesive Anchor for concrete 14 SIH1A Hur(aaneTto 2 GAC, GDP, GOPM W, GDPM•75, GDPM-100, GDPS, GW-50, GW 75, OW-100, GTH Gasicbteted fasteners andassembliss 15 iiHD8S,-S1HD8B, SMWOS, SIH0108, S1HD18S, WHO150 Holdouma, 3 PDPA, PDPA-K, PDPA-MG PDPAT, PDPAT•K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated faetariers,threaded sl uds, and assemblies 16 WHDU4, S/HDUO, S/HDU9, S/HDLt11 Holdom; PDPAWL-WIG, PSVL3f PSVL3-K PCLOPA, PECLDPA, PTRHA3, PrRHA4 IT Bram, S/HJCT Joist Rangers 4 SET.3G AdhesNeAncliarfor concrete May 27 2022 N Cn -Cu 2 N d O 2 C Cis i2 C O O O O O L.L fy r- Q. .0 C / Q �I W J co N V C:) SHEET N0. PA 1.2 MIAMD _U C0PG�r��. bw, P r.lr>naeatt s; e. trfatioraattc�r-cetarr>gtea� ssoasrdsr FG'T InetieaattD^iea, Ttarc. � to tR$A?I X O$Y AlItD► d�croottlauc 1 i a zit eae 33 i i1Tp�T�1 (i►E-.ACC T NCE: EN'IDF� X SUBik r TED NOTICE � .4C C�PTs��CE 3 E' L ZDF.�C£ �LBb�I ED ' �ryOTICE QF r1C� EEi"ILL�i CT: EVIDENCE SUB�dIITI.�I �aAADAPeA eE AD11ff�tiSTaeATi(�4 Able frS 3�-2590 f t�tjts aw P. QUALiI� ASS[T, ANCZ NOTICE OF, ACCEFUNCE.('_1TOAa •• 1. E tacea sgldtmitted tand*r pret~riat�, VOA 1_ irtiaaii DadcDepatttamddt e�#R,egi tiieY and Er �reir PGTlaebesUies, Y:,c. A. DRAGS B. TESTS (e;enttiinued) 107a re chniev l _ s dietltmiags amd mcdm& 5. Test ton I) Air bfttabon Ttst, per FBC. TAS 2(2-94 _XorddVertd", FL 34275 (SrpitiAOaR s# itildetr .T OA Na 114167 Of) 2) Uififotntd'Stataic Asir arse Test, per FBC; TAS 2U2-94 E. AUIERUL CERMCAITONS Scars; ? Dig Piv. DdD-S;.7�.tf, taEtk�l '"fifi�l S� Glass Do�x l�t{3 A (Ltirij, s�sis 1 3) Water Resistam Test, per FBC. TAS 202-94- 1 _ Native of Arcepta ace No.1.5-Mg.14 i W to Vision, ExImmon Limited ft flm by maaaaf�, dated IM5t35, t revision A Hated 4)Imp Mtx k Ltt�ct 'Test � , TAS 201-�94 PVCEtttriar Extraskas for Windows and Doors '_ dated 0813115, �cnm�si'tb�sai� � app3rcrble r�es,en�f �etsra� �vaatag the �e a f coest+ct�cl�ostuint�er�als.'tbe t�'p� •�.l ot� 1� 5 Wind I��pAc�e .FHC T'A.S 2'�3-$� +oa.'t191'30?i4. � NOA � �r�e�arsewsedaaad etdeeslatead by►Miaens.Jlsde Ceawtl'RER-1'xadoct Coosvl' �cta'uns sd 04r'4'�/I7. �� by A: Lynn, filet. i? E_ } E bcn m nd� Fdwed Eay Ted, pa±r FBC, TAS 7(j2=94 2 NotitGe of AcceptattmWo:1d-11920.0 &mmd to Vision Erasioni nvited forrtacit "'T`E aeadi oeheretdraswldesewredtr dre A►cs#yll�rm�Tigsisuct Canterd Sac#at B. TESTS - 'l i+s AtE1A aatbe s ship afPorthe n astir the _The mi le Cosy + t m*ed-�tg dm astd imAWIa►tion 4qp m of wrfi' dOM d om Vm9ared 100 Tan 202 and ligbor Spares m-'P Utr) Rigid F%rC Uderior Erns for (k h4.a=0mle County) mdiarft AHJ (m areas olber sight to have th,s 1. Tim t+ep m on I) U r St*ic.Atr Pkmm Test, pet'FW, TAS 202-94 byFenaftntim Testiag Lab, Inc; Test RqM No FTL LM9, da#+e+d_ lIM645, sigaaed and WkAows and Dm -s , dated 12C(! 16, eexpitdtng an 12Ca9021_ produE:t or testedforgnaf ►a mc�r _lfd ps Cigrmatiesi:df tope touut dies ,cegted 2• tTest: pe�rFBC, TAS 20144 sealed by Idaltms Uttegs, P. E. t�E d� '�P � � � � (T ttpertt wised on 1?.�C25 and 02r'11�1 i Notice of A Lance No:15-d.42S,15 iwcaed to Visa Ext Lkmiter#.for .fimir mwear, �e� t i+a ,►rt eapmse of�uehtrst�►3,.eudd�e Ali? y" ed+ers�j'revoke, migctifjr, ax 3 C VTmd Passtne .Loodmiggef M. TAS :203-94 4- � 'sBrom Coated abt*d or Lan du 3 e PVC Emmiotr Fitm*ms for sedspead the uge esf -aae�rk prczdact da >atetce�l wamin llteir jt�aa0.. 1s4FR e�estta<es - the. a tea rc°t; o3:ea t'ltis � � short on 1 � 1rifi' 'ltza'1i� peer FAC, TAS 20 -94 � � aceept�a� i1;d is der iunad b .11 amrDatraeC I -t C+oom 'SectiR ihat % is t ormdedal fails si g `up md � dap= ofvi* shd4 � char, pV=d 2) Uhifomt Static Air � Test, per FBC, TAS 202-94 WhAm and Dow-C. oat'eo 081'13/15 eat m 09�+30119. are! ct titee q raoeae asp of tl�te applicable t�c�d c by F slra do Toting Lab: be, Test Repott No. F'`FI. 2717, .died 12rti 7i 15- signed and 3) Water � Test, per W. TAS 20y�#. 4 Notice ttAceeptastte No Id-8712.U2 iswd to EIYERCI F tiara SflStititaos [75,4. se used 3dtalnpsi�s t<htegl, P.E. eat Inc.for their `TAN 3M and Shades , on-Wh#e PVC Eat"r This prodwA is apgdved es 6edbmm andhat beau de gxmd to coo Iy wi& *a Flocs b Buil"g Grade � wpeNtt r�" ised an 02? S/I 6 and 02/24'1 d} 4) Large Missile Impact Test per FBC, TAS 201- � i"'� � Due ilingthe ft t Velocity tm* Zimme- y w t gl FBC. still 'door P � 5_ No6rc af'AaWtmce Ne.1e-0712.04 ism a to f 16. expiring Fmest on Q?ra4r? 1_ 2 'Terst an ,1 Aar luftattion Test per F1 _ TAS 202 1 ; fo r Windews and Doer's dated 09115 llE,SPT'ie6rN: SerLes'";�5'T9V2771t"'F'ieayl 56i�ag G1ars Daor (�+iedoarteda re; Crro 1k0ia � ld±t° car,uer>.i. 2 UnrFcmu Static .4sr Ptse Test., per FBC, TAS 3t}2=+94 along tap. E1ti1ERCsIFr�staascisrB S�iGaataiexets [3&A, - 3 Water k Test, per FBC, T+,S 20 94. ATa. FTL 85�42, ttaGdd 12 04735: usi litc_ fart tsar —Bronze and Lighter, tdets of Cap Coated 3'la�C Ear _ � � F Testes Lib, Inc., R�epott sigtocd AP'FR+D�, ALD0CU'1: DraywgXo, V D-5r5M 9 Rev8,istted "VnrA.SIAie$t i3corN0A(LW. s1>mb 4).LWV �e 1 ctT�;wFBC. "TASK 201 stud by idakis ; P. E (rest most mised �oa{#2r150203d) Imtrm*ns for'%%dows Dooft- d 09/1516; egrisimg on 0411'00- 1 21 of 21, pdreglmared.byma c7a m, &wd i 0/63Ji 3 as d Iast stevh eel em 02101J2 L' signed and seAled bv' st� � 6. N of A A- Lyrnnll►r0llm, P.F., ,beatingdte ll+ mm Dade Comtyftodad Cor&ol ftvna an now with the 116 ict-of C"Y Wlekl Fdtcs, per . per 02- S �03--9~# 7. tm 2) L�aatnfDl>fY1M�� `�i ct T FBC TAS 201- ��4 them -White Reid PVC Ex*era Esisq� for � and Doors? dated A taameae rrdeb3 �elake by the Maaeaass•Daelr C>e�taty Fraeltaet+CoaMtisl sesctaioa. � Faetce+d ' ° � - ) "t . � , along vved-W dminpan4izaaMfim inn ofvinA sOding ass d6m, ptpagd 3) Cychc Wind Pressare Loadrmgper FBC. TAS 203.94 Mad nrpi iq on 9128/19, MrAUX IIrI ACT RATL'�G:, Litrg+r*WSmall 3ksde Impaaet&tshtamr by Fmc4ration TlkstnAg Lab: Inc, Test Repxt No_YTL 8546_ dated 11MMS, algal and akmg mthmatked- dsswmgs'and motion duWmt oftinyl sladmg glass dom. pad 7_ Test tgpo U No(s)..10- W2-Ar...( i): 14. 6-Mfl5?7, 535753-09, per ASITME $4, table 1 skeet 7 dad tatdet ? er t far e►bie S�#D anit s»s. ilea . sr to k4 sealed byldalt Ws (k qp, P_ E. ('rest mptnt mind an 01IM6 and 02111 t 2016) by F'� Testmg Lab. I=- Test Rq)W No. FTL %U (=*m A-1 thm A=2?� dated ASDM 19" and ASUt0-635, sir wd by EXOV.A to Vises EEtss for celklosie ( ( D ap fp1 ost mart ta 3, Ht 1) A.irIs sast, p Teer FBC, TAS 2A2-94 11/19110y ,ftnM and tamed by Jc A- Causo, P. E_ (SubmAW oxdffA'0_4 Na ZI- compete matetal t s3+F8 % �bf4s B-t ii.Z- a9sests 7-$i ae+$ lase laycint ecataraaaq �a i t 8nv 15t. cr Sub mAread under jVOA Nba 12-BI#Z 04 IRsgud White FM 'I'eta (Noatt4ltite).8igjd PVC autdBrosan e:tiaeed (Pkieaatedoar huauadateed) Wisise PVC. to be .-,1 i?riifarm S'tatfic ,Air Pie 71�t, pet FBC, TAS ��?2-94 (!l a�,� QkI} 3 . Wstcr �am Test, FBC TAS 202-94 S. 3wT,Mm +of Acceptance No.14-0916.0 aam" to it`urkay Ameiic3.: I _ � dm* L6ekdpetaet�amoedl+lOA sr>5gpreem>leotfd. ) - pesFBC, TAS ..t12-94 8 'Fist reprut ua !) AsrinfilhatsaaaTtst, gex , 3. Eg as iexlocrs stet et�ersply wiftt exam okras �tridticc►rhe ttpearl rcgaa:en> as ag as e: 4} LaW Uksile Inn actTcst I* FBC, TAS 01-94 .. ) Ubifi rm'Statw Air Pzwmm Test, per FBC. TAS 202-94 SmUTGUAt (Clear and Wfltte) Inferhytar", ce *W an 07-04!1 S. 4. Podeetwaitatmder sepamse plpmrat to be revk-m%ibyI afikW 5)'CytIc WW,1°mssvir Loadingpir FBC, TAS 203 .3) Water R>esutame Test pear FBC. TAS 202-9t 9_ Nome of AcceptmweNo:l6-1117.01 im0d toKnmay Ames -I=-for their I. ABla-M G.. rasa a31ta!! bm a,pemtew label with -the taaea &vmtWsetaetie orlogo city, sate aatd said 6) Fcaard Entry TeslR perF'B!QT TAS 202-04 4 } i�ar�,�e I�Il�sii� Impact Test pec FHC. TAS 20I roe►�ifoid� iTltracie�, Cieaa and Char Pi'B Int t�ri , Wig, an E!'T►I+SJ49 - falkta*vWaftmaaern; "�imm40b& CountyNoOmtC'oPW 4 roved-_*ased hm*m: a w9h�-W d�cawinp andmst> 49iW dmgtam ofvmyi d dmg &%.elam: paega*d Cyche Urmd Pmaze Loadingper FBC, TAS 203-94 ft- EWAL of th sNOAAA be cdatadaxO edera remmael aVpiimtuz has beeal edaad:the m bm been try Fenesimm Tea" L.ab, W , Test Repacttt Na_ FTL'U47 dated 12/0-05, sWied .atid 6) Fed Enttry'Te st_ per FBC_ TAS 202-94 F. STATEl EENTS chaageiet the eappGarzebliebara3&rag,,coeleaatg,�4tiwelyaffeclmglbepedbmmW-eofthiargmdatct steed by Idalmis. ga, P.E. ()st .segorc revvised on 02(15!16)along with �4nww s and mstallatm diagram ofamvi sM giass,doc prepared i. stag pelts off with FBC-A.*Edition (201 ) antd FBC-Ptdition TERDdL1'ATI()1TofW>is14{3A�w� occntrafltes fete e�epitaa5aodstcor� dsete haabem a re��isim orr in a 4. Tat' apmt an 1) AirInft mion Tom, gcr'FBC. TAS 202-94 by FmematimTatmg t:.ab, inn- rrest xgmt Na-Fm 6337 (6nvk s A,1 mm A-5). darted (2017). Wnod by mmuTttelt3tar; dated 08114/17,. signed & sea ,by Lynn Miller, FT matenrrla` rase, afstllor tterr e£t 2 Uaifomi 5t Air a Test: pet FBC : TAS :202 -94 121(fb/'f O, �utd and s ate'�d bar kuge A- °Cause, P. E (SuAac Wd #jmdeTr JV0A Xa.11; 3. Stet pilfer of ao %I iatettest. dated t14C18i17. �SSU!"d by r�fat'ttaat� Apedpaad�>�ct orprpoeos. �vae of thzc Nt7aAA as Bata of � prodarst. y far asks, aelrre5rtitsing sec Y ca9atrpistpose's aaataes>atiicall3� ate dtis NbA Failnseaa caeaapiy vvitid day 3) Water Rye Test, Per M TAS 202-94 910% ow 3_ Ltsea ofbyLymt Miller, PE,see u m of atk X0A shall beerase hr *mktW mznd,tw nwW ofN & 4) I � . ? Test peg' FBC, TAS 201-04 gmgplias>m. pars of tbtc about test sepearts. ADN �N-T: The NOA.number pmeda;by *t wo da Afi a miZade c+u bly. Rork* *ad fallawe dbythe _ CycAc Wind Prome Loadaiugper FBC. TAS 203-% C. CALCIT.ATIONS. 4. W RTest Pmpoml No.17-0397, dated 05/05,117. shed by 19mq ChvxUL P.E. Forted Test FB'C TAS 2102-94 a�;wndate�ty�disapla�ta sel�aiagfaa� If:u}3rpottianoftbeNflAifi displayed. th�t:d altall'be " ? 1� 1. AIIChQr'veriffiCatitdt. c*Watms a[LdsUmtuW matyu+., oah* WithFBC -2034, dea�e is iat� a tmamed daaBrrDm exfvitttll sltdd3lg grass dew, by PGT dated 12011 Sari last Bevis" art 02/15/16- *0*d-aad �d b3r Wig. aieang �p etrawiangs and i�allatism ' , LNWECT.ION• A c eaffts entmX0A !&hall belch vWed to lhe.use�' by &e �r or aabe divW bo by >+ Testintg Lab; ,, Test KgWI No. F"37,. $'935, dated 12Ct 15, dad AntbmetyL Imo, F,E, .(S`nt}dttabfkiatT pcNd+t!r ND 4 R'b.13 T.1!Q�I,I. 1 _ Not a(Acceptance No. I,5 :1210.01 ism to PGT Iat3t tb' Sorties epmt wvisc i ,an k IAW16 and ti:JI - �S73012770- Viand Sliding GInsPeor aimed - LMI',. sm.A4 M21- be a<vaasUtlde £a>'r iaufaec.fbae at thr}e1b site at$ae of ti►a .: � +ESL Sd3lead '4�v` Idabilis C]�a't�A, F. E. (Test � I1167, . ,+ jig � , r 2. G write ASTTir>T�-13pta-0�9_ �'Dg ) Wig- Thi;�NOA er" isees & rectm'_tia`0.03"19-Woad rebsis'ft wit ev ikocegagm F_1, Fs,2, &3, E4., 4_ 4q m.�. E 5 Jh. &6 as well papfftvaldocumemstomahomedabow.. Mm $mtaaanimed doeaaa>ramutim was tst,ieaared !da .Z ,Clme %L Par. wkw t L +1'3mrmier, le.E. ►,,4 n Iiao�ed I. Ci..ia, �►' � bL PL �' 9 Peweisect eoeelt�as) tU"t# S�agss�iaaee Pre►dutt Ce►eea�rol Last Sopertfor Prc�+twrf Coatral Veen Seeperrixn: NOA No. !I-6: KAI Nat `%I.:i42A3.a3 1WUA No.:3.02Q8.93 NOA XL 31-4201.43 fspirattias hales April 13, 2a35 Esp sadeee Data; 3ps4144026 Expirssibm Divot vA 14, 2026 Espirm4oea Oxim April 14, 20U is ._ �rR n.k igps8r'rtI Ba1e934Ise�et� 2s, 20I Auroral Dais; tt►breA ,`.a, 2021 Approval Dm ai Marel 26. 2021 ; m"TalDatet sunk 2C IO21 Psae 1 PGT Zofetrie L Inc. CGI Nftdmts and Dom, Inc. PGT dies, Inc; NOTICE (IF ACCEP'IA`iiCE:ENTP CESUBMTTED N0TWt F'ACCEPIANCE-. E%*IDE:.C"ESUBh17ED NOUCEOFACCEPT.UXCE*.tV AE KXStBA[i'>['IED. 2, E' Adieeaer SSubmitwil =der pr vJotm ,mb=i ati E. 111ATE1DAL CERWWATION'S (candan e) J. Nett Elea! Sttkmtut+�d 5. -PattSum Spun Sbm'r, with ASIMC518 �1 Gaaaadvetsltity 4. DRA"AINGs 0 88l BTU- ter t °1? ASTM F 1?49 Pm ASTT►+I'D3985 Oxyp%-Pasr� ASTM E A. DRAWINGS 1. DtawingNo. M0�44570,0.ReF B. titled -Viny)SHing G Door NOA an-, straits- :a90 I.G IIu Am-*q ' o Fog -Pass: {S'r+taartA*d u der pr *ws 2VOA V& 154400 63) I. D=wjgNo. MD-:��'9,0 R#-B, ded''VhM Sliding +Ghm DoarN0A °(IW, Ord$ 1 1 tilroo h 21 of 21,,pmpamd by carer, dated 104915 and last rtr�saed on ftmi& 21 of 21,,pmpatreSd by =mfi ter, dated,1"5/15 and WZ feted an.0-1011'11, 04f22/20. sWod and wagd by A-Lytm MUkT. P.E.. 6. Qimm Part 0 ton0y* with AS" M C.519 Ibmm al Coaduc-tivitY 2.22 BTU-iw steed and semIed by A- LynmMiller, RE. b� = ASTM F 1249- WIR:Pam ASIM D 1434 AlSon Pem Pam, ASIM E Note: This #ee'is oa coussumpbcemad of same a maing mstallation scmww tlt&tkead_ $. PESTS 2199 1_Cr.. Dumbdity-No Fag, ASW E 30 Dewy Peastat De wlop ttent 2W in 48 bcs_ 1. Test mpotts ow-1) AirbditatimTee%, pea FBC, TAS M44 (Ubbnattiead nnder XixA No. 15-+FialOP 05). B. TESTS 2j. LTtuf ram Staric.AirP�wr "feu, Lo3chagparFBC. TAS 202-t34 �_ MA 303-13, Vokmiary n Visaaan Extrasiotm Ltd. Pats �with FVC M� I. NOW. 1) Water Test, perT8CC, TAS 202-94 far Rigid Poty�1 Mande' (PVC) EUett" Ptaoliles fbrVmmEWmmm Ltd_ VEX-1 by 4) Ltle Dfissile Impact Test per FBC, TAS 201-94 AAMA Fentshatim' ExtedmProf e Cep Pry ('.i I m►#md turner NOA NA 15- C Crall.CiTi,JLTii) i5 5) Comic Wian�d Pw== Lendingp o r FBC. TAS 203-194 aloor witltamarkad up dmwmp and On diagtram� afA PGT'Tmdustr m Inc 4 04'09: d3) 'Vk*m l�ct�, I.td. PaattmnVm * vedhPVCC-AAMA303-13. . 1- W ft Ids*d bC W�'li oat d tested ta'gtralify Dowdl 791 and De#t<at' AIS St1bCe3Q es. pranpased by I?t ti Testiaag lit ory, Ittdt:-. Test geportx i' o-- f. jWmbt Atj*d mdfr NOA No.13-11 05) PVC --MAMA 303-13; 'do ry � for Rigid Patel � (PVC) ftxr D. (tTAI.iTIt' ASSUR�INC"E !. 3ltiam -Dade �t of Regulatory and Economic Resources R)- FT'L-7897, PGT PW5520 PVC Fi�t,nd Window {rani 5 in pao'posalj. dated 09103114 Proffor V-�im ems; Ltd. VEX-3 by LWA Fe�stsal'ioon F.acie� PsofHe FTL-20-2107J, PGT SGD79O Aha dim><m Shdatg Class Door (unit 7 in proptm4 YU-10- 2107.2, PGT CA740.Ahmot WtsaringGas rat 3Nmclow (unit I id.pmposaal) FI'I-40- 10_ Certification Program Note of Ameptaime No.1&1217.14 ied to F. Fenestration Sohmom USA, Inc for E, MATERLAL �"F.TtT MCA�TKINS 210T.3, PGT PW7620A Alumin= Fvm d Window (met 9 m peoPNA) and Fm-?0-2107A, i1ew -Tan 3W & light s%sde (u9wwW)'%-hke Rigid PVC Est+erlar FsM40s for L Notice of Acuptance No_ 19-00.02 issued. t©Kt raray'.�mniM bac. ibrtlreir PGTPW7.62UA A1gmjmmI7hred Wiadeow (tout 10 inpmpasal) dated 071IMM, 0-s4md WhWosmand Doors", egg on 02sMI_ "TradfaW itloraie9ettar; Clear, andCedar Pti'B Gms� Tnt>e�t;Persx � to ,g adt QT1t}Sa*24_ andsuet# byIdahnis lldte m PE_ U Now of A tamce No.1"1.22.02 is%" to E100 F inn SolattiM USA, bit, felt 2. Notice of 4w eeNo.17�-i�180&0j2,�ismed: tarRwa►ray,Anset" Inc. i them tbek scdm "i 1bits Rigid PVC Extrriu r .Lo tat5�011i3 fa Windows and Dowif', � m aSenli btS'� (hat' and rl"h*) u1Uu y eii3_ Q of 07M4 L3_ C, CALCULA'110 0242VJ, issued to"tFi 3� Notice of Nn� ]& Mo F. I.tmi�ti Tray ti�ir'`By's i) I, 1:>�toei � cakuiladi and coral andysis, amViP* with TBC 70 ' 12, Notice of AcaeOrtadum Na_ 2t1-I 2U.03 ita�ed to E ti FeaeW on'g , USA, I= titer 'V4'�e 1ti�id P3'T' Fir E� foe~'�PFTitadeaws eC'eaattyed.�FPa� a� Mi C E1 (202% dated 04,122/20: peps by umnttfadn and by thek 'gram & liaght ,cs hade! cap tasted White Rigid PVC Exterior Eatruskm for :acid DooW' expiting an.00, 30% A M9et; P.E. Windows aamd Dmoars ; e on 04A 6125_ d No hoe ofAeceptar ft No .WI106:11 issued to *VIsion Ex trusa m I.*m tW ft Om* aeetides 2_ Glazb* c=plies with ASTMEIS"-04,-W. -12 and -16. "NT 1000 Tun 102 and lightetr skmdees.(Nea-3i1W) Rigid Cdhdor PVC Knierior D. QtTAIMASSGRANCE F. STATET+ "TS Eairas�tor'Windows;lend Doors'"_ g can 1�121_ Miaao�I3 I3epazte>� 4fR,e dattdry Ecomaamric R,psonxces (RE#1) 1. 5tatm�t letter of canfem�ea< to IBC E ajZ020), detect 04t2?�20a, issueed Y and sek.d by AaRhoetyLyatttMiller. P E. F. ST.A3F14iENTS E. 31ATERIA CERTInCA TIONS 2. Stateemeatt kttef of nto fitaaneial interest and of independent, issuedby mmodachm. stated I_ StateenmeW letter of duce to FBC 7* Edalon 42020), dated =Wl, issued by L Nofce .of Aaq$m ce No.1"3g'5.02 r um toKnratdrmr Amtw•1ea. Inc. fe>wffm it 44/18.!20, signt'!d and sealed by AnthartyLyda>nt 34!)lief, PE. nr�ntfae r, al7td maieed by Amy Lytdt Mier. P.E. ? aifal I3ltrae:lesaar, Cam, and Color EBB Class Lrtetrttt�era", an 3. Yt*ate I� A dot between PGT_dated 03 CV15 and a by all 2_ Ptisraw La Agft+e W 4aated 031g8f21 between PGT �. la r. and CGI 07r Wok ifl load p~atim Windows and Dex'►ara Inc- signed by De m M. R=*, PX a V.P. kmitig; on tdmff tdf :. Ngor ofAcceptance No.174ML02 ssmed to Uraraf Amm*a.Inc. fextCbeeir. botheta"Pames- 2s@auTGbc► (Ckw and ) Gbu bitet'bytW - epm on0744C23_ G. aTIIIER 1, Ntfim of Ac prat m Nb- 18-1106.le -issued to Vision EUmsircros limrAa far bOr IL Mis 140Annisos NOA# 17-843(L06 (NV"TW/CGI) and upftes.to F'BC2420 (7*L G. OTT IBrowrn C'ua*d (Panted or Laminated) White Rigid PVC Ext erjor Extrusions e#Mng 04.221/21. 1. "This N'OA revbm & ronetwtrs NOA# 20-04_19.05 (PLA.wCCGD,.axiitmg O-M 26, for Windaws sod Dears"`. on 09804. 1 RER Test proposals #104I55 a ate bl Cl dl20 aappeuved by i I_ Cldapt W RE. rapes$ . 2. Mw contm =sociateed PIA CGI foe 021-4205.01_ mWiting 004426. 4. Notice of Awe No. i$-11".11issued toil Extrusions UmOed- for t5eetae 04401. series, "VE 1000 Tan 201 and'IgbiPr shades (Non--WItitee) Rigid CAkdw PVC 114. Exterior Extrusions for RIneew9-and boors", mP"mS an i21292 1. lld mq.L c urmul IPX4 Psodoe'd casetfiet Vag $apsur;z w Prodeere Coaft-d Umv 9""Vi+or Pcpduel Cowrol Irmit sgpert'iA t40A Ne►. U 20cea' MA 10C U-0206103 Expitaefea, Unto, Aprlt 1:4,2016 Nod Ner.:.1-82b6.63 ,Eapirsetiom Dates Apard Tot 20:6 Exorae#oa Date: Apia 14,.%N A vr6vml Dates ]Urcs 11,1021 3ppmva] Dakdet &"Pet U. U21 ApproreJumm man it, Tot`i -3 E >_ a—+ N L to o 0 �. U .� L c c 2 t_CU .� U N Cn ,N C0 UO C 0 — C 0 CU .CD "a � E O Q) 420 O L a �c a :1 4. 0 " r w 2o R s ra: c ao ca a� Cn �ea E CIO Ca > O L O Q O < L 4a) U) -4mmo U Ct3 m =:3 d f -- o L w z J Z J Cl- May 27, 2022 PA MIAMEM1AMI4DADE COUNTY Mem PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (196) 315 2590 F (786) 315-25" NOTICE OF ACCEPTANCE (NOA) W=.miamldad&wv/economv Cast -Crete 1. USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Croft USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cast -Crete USA, LLC 6324 County Road 379 A. DRAWINGS A. DRAWINGS A. DRAWINGS Sef her, Florida 335884 L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet 1 of prepared by Craig Parrino. A.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " SCOPE: "Cast -Crete 4 ", 6" & 12 "Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ". 6" & 12" Lintel Safe Load Tables". sheets 1 Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 oft prepared b Craig Parrino, AE., dated March 24, 2003, last �" te p p y g prepared, signed and sealed by Craig Parrino, P.E, on 08/19/14. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and B. TESTS I. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529--94, prepared 1. None. C. CALCULATIONS Section In Miami Dade County) and/or the AHJ in areas other than Miami Dade County) reserve the right to have � ty) � �')y b A lied Research Laboratories, Report No. 30404A, dated 04110103, signed and pp p° � 1. Calculations for Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.136, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P. E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino. P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the t to revoke Fy pe P� J *iSh C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. B Miami -Dade County Department o Regulatory and Economic Resources Y tY pm f gu rY (R1 fails to meet the requirements of the applicable building code. Parrino. P. E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. z Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None• Zone of the Florida Building Code. 1 None DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrine, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 61, & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E, certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast-Crete . . 1None B. TESTS 4", 6"" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by 1 None County logo. Craig Parrino, P.E, dated March 24, 2UO3, last revision dated March 11, ,ZD08. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1 None C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS D. QUALITY ASSURANCE materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS be done in its entirety. F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL. CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, AE. 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-S as well as approval document mentioned above. elmy A. r, P.E., M.S. elmy A. Makar, P.E., M.S. �er-/lmiy A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. f] NOA 20-0630.15 P act Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 ./� . No. MMMMDADE rf _ /% Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 1 Approval Date: 08t20/2020 ogl2o��eZo Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/2Q/2020 Pagel E-t E-2 E-3 Cast -Crete USA. LLC Cast -Crete USA. LLC N (D CD Cu U L a.. U (D N OL 0-0 O C .M CD U Cn }j CD O c 0 t� O _O t;D LL CU .0-0 W CU " O CL -0 0- z z W J co N w �-- c,,, ' W A N O y of N C (A © N Q N Y T• W W 47 r C C ev o W 1 a+ � � A E 0 ca C3 0 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS C� 1. None. 1. None. L. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER}. 1. By Afiami-Dade County Department of Regulatory and Economic Resources (RER). E, MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS -�—+ 1. None. 1. None. CD F. OTHER F. OTHER i 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- � A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of ' Q 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last L -6-0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on 0 January 22, 2019. '0 B. TESTS 0 I. None. C. CALCULATIONS 1. None. � D. QUALITY ASSURANCE ♦ 1 m 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). =3 Q E. MATERIAL CERTIFICATIONS 1. None: �.."" F. OTHER t` 1. Article of Conversion for a name change. O CU CLZ Ofte my A. Maker, P.E., M.S. Cl Hetmy A. Maker, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 J 0- E-4 E-5 May 27, 2022 SHEET NO. PA 1.4 T--�..�. I LI EGO imc. TILLIT TESTWO A ENOINEEAINO COMPANY WATn0t A. TRM,,. jX, P5, blDeeo(�w1.CNn YL T PJl. a+4147 17. C A t.,u,wN—)k e NM, IY PRQDUCT EVALUATION REPORT REPORT NO.: 20-0720.01 DATE: July 28, 2WO PRODUCT CATEGORY: Shutters PRODUCT SUB-CATEQ ORY: Storm Panels PRODUCT NAME: 90 pAOE GALVANIZED STEEL STORM PANEL MANUFACTURER: 4800 S.W. 61 Street Davis, Florida33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Ttlllt, Jr., P.E. (System ID # 1906) to the Global Protaatlon Products, LLC, Rule Chapter No. 01020.3, Method 1 D of the Florida Department of Business and Prof eslonal Regulstion. 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 oaso of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOG. [IM ► IP.E.Q,L Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", *hosts 1 thru 26 of 26 prepared by Tibacc, Inc.; signed and sealed by Watter A. Tlllit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part %��Ia V Evaluation Report, %01 ' 'took No. 44187 6355 N.W. 36th Street, Suite 303, Miami, Florida 33166 - Phcme: (305) 871-1530 - opt I, � hit a1N1 exontlrs�l , z 2.2..IEMEPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 162e of the Florida Building Code. Un')form static loads as per TA I p S 202 Protocol, Test reports prepared by Hurricane Engineering & Testing, inc., Reports # 96-689 dated 08/09/1908, #98.570 dated 09118/1996, #96-T30 dated 09/20/1996; all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04MO11998 and # 2126 dated 10/06/1098 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, 2000. signed and seated by Frank Grate, P-E. ?,ABLSTRUCTURAL E.N.GINRING CALCULATIONl3: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by TipecO, Inc., dated 11/03/08 and 03/12115, signed and sealed by Walter A. TiIBE, Jr., P. E. 3- MISSILE IMPACT RESISTANCE• Large missile Impact under section 1826 of the Florida Building Code, as per TAS 201 Protocol. 4A WIND LOAM RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15, le,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawling No. 20.176. Maximum Anchor Sparing shall be as Indicated on sheets 8, 9, 10, 11, 14, 15, 17, 16, 19, 20 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20.178, S. INSTALLATION• Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 20, of Product Evaluation Document (P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as Indicated on sheets 8, 14. 16, 25 and 26 of 28, of Product Evaluation Document (P.E.D-), drawling No, 20-1711. L1�1u �`I•#��PIAni/((i'4 �� al`�•�?GEN�c••'.�'P �T s, T ,r I-1�2fS7ATE OF /QRI lbw "AN1M1111MU1(11 i 1.. TEL B,a) IN CASE THAT PRMIST $FDIC OltPRECAST CONCRETE PANELS, STUCCO OR MOOD BOARDS K FOUND Ow THE All 021L so" DO-* WAN- MOOM SMMU K LONG ENOUGH W REACH THE WIN STRUCTURE BMW SUCH PANELS t S10W FARM MOM ON THIS PRODUCT EVWLUAION MOnMa ((�FIED) PAS KEN VWn R OWLMF a IN FO MOORAGE SMA L K WOMW BN AS MIE7 .1) AND 92). ACCORDANCE WITH BLIN THE 2020 17" EDITION) OF THE FLORIDA DM CODE (C) m c� a m 'mom SF1Cr n 1Y UIMN- �. L OEM MO LOAD( SMALL K DETERMINED As PER KCrOW INO OF THE ABOVE MENTIONED CODE VW A Wa0 aP[EO AS lBDNMO 9T TIME C} wIE1E TNU[ lTN7T1ER5 WILI K ilk MO - ,/4. TAMPON MICHORS, AS MNNIiACTURED BY 0,11f BWIDEIL INC. - 014-10 PANELLMTE FEM A 10 AND FAHELNAM PLUS MCNORS. 49 MANUFACTURED B, ELCO CONSTRUCTION PRODUCTS FOR A OMIECTIONAl1Y iAtT011 K/-0.0.V. USRIO :IBC[ 7'D'N-14 AM SHALL N07 ERLIIO THE MAO" (ASO) - 1 /1.9 iJG SCREWS PER N D.S. 0131001 PRESSURE WTINOS INOFCATED ON SHQIS 7 TW1U 12. It. 15. 16, tB A 2D. - 7/19`0 r 5/B• WOOD 9USWNO. As DavokRED By ALL Pow So", BOLT a1 WEMALN Co. N ORDER TO VON" THE MM WNDIIION. ULTIMATE DOOM WIND LOADS DETERMINED PER ASIDE 7-10 SWILL K FIRST REDUCED 70 AS.D OEM WING WAGS BY MULIIPLYM THE/ BY 09 N ORDER To C 1) MINIMUM THAGDLD POKIMTVN INTO WOOD O TAPPON ANCHORS SHALL K 11/r AM 2• FOR CLCO PAICIAIATE PLUS COMPARE THESf W/ MAR. (ASO) DESIGN PRESSURE PAT" OOCAYS ON $1,10711111 7 TARN 12. 11, 15, 14 19 A 20 AO PANE TALE FEMALE 1D, IN OFM TO YMY THAT MNCFIORS ON THIS ►ED. AS TWO WERE NOT a" W FCBM. A a3R OCWpaE. IN KLOWABLE C.2) MINIMUM TWIAD(0 POEOATION Or LAD SCREW, WIM ME WOOD FRAME LID SHILL K T T//2' NO rIRKADCO PENETRATION INTO STCCO SHALL BE CONSIDERED K PART OF THE RMARVD TMRrjDW PpICIglTION. S7M FOR WIO LOANS WAS BQL USED W THEIR ANALYSIS. FAVO111I1I /PACWO 10 WOO: HAS KEN OERNMWIFD At ACCORDANCE V M NO.S 2010. C a) MINIMUM EDGE DISTANCE Or LAG SCREWS. NTo WOOD SMALL K AS INDICATE) IN THIS DMWM STOW PANEL'S AOEQUACE FOR WPM AND MO NnWka HAS KEH VEWIM N ACCORDANCE ON SECTION 1429 1» THE ABOVE MENTIONEDC.4) CODE AS PER WMBBdNE ONdEDEO 3TIN0 INC. AE>'OIR 99-5M, 96-570 IN 9a-ISO AND A 7E MINIMUM PEEETRAiON OF W000 BURNING SMALL K S/B'. 1/4' /-20 %CE1F5 USED SHALL K , 1/r LONG IIwMUM FEE4INATIDM TE%TNC LAS INC., REPORTS 02032 102125 . AS PROTOCOLS TAS-201, TAS-202 AM TAS-203. SHOULD STUCCO COST. AND 1• MINIMUM FOR WALLS ON No STUCCO. AS WELL AS MOWR W TEST W Or SOUK FLORIDA REPORT /Oa W.01 -00, AS PER TAS 201. LAB 202 AND TAS 203 STARDMDD. Csi CASE OOEOCAST CONCRETE A�OR WODO FOUND ON TT/C E1WG PRECAST [ �MOUCH 2, ALL ALUMINUM 1EXTRuSION9 TO K 60/3-76 ALLOY MID tEAIPOI. (UNUM OTHEWWI% wam). SEE SHEET 2 WALL ANCHORS SAL HP To WAN THE MAIN STRUCTURE SUCIANEEL AKUOWOE SHALL K AS MENTIONED IN C.01 C I) a CA) ] ALL AAA*" SHEET METAL USED AI CLOSURES %HALL HAVE 3105-4414 AIRY. (0) ANCHORS SMALL 9E N1111AU D FOAVMK ALL OF RH ftMMWNDATONS AND SPECIFICATIONS Or THE ANCTOWS WNUFACTWILR. A ALL STELL SNLEI *CAL PAMCLS SHALL PAVE SIRUCTUIML QUALITY STEEL AWN A-03 CAWS 30 MINIMUM. O-60 OALL9H2RD STEEL MS*MYION WM- 54.5 W (AFTER AMUCC). B. PANELS MAY ALSO K INSTALLED MORWCORNLT FO .O'MIMO p/STALATIOM DETAILS SNOW N ON SECTION a IIMMUON 10 (SHEETS 4 DMM04 a) E31CM TWU HEADERS (:I Am INHAL NOT K USED S. ALL SCREWS TO K STAINLESS STEEL 304 ON ale AB SERIES OR COMMUS04 RESISTANT COATED CARBON STEEL A9 PER ON 50010 11/ t0 W MO ETRENOM AND 90 IM TIME %TKNgHI M SHALL COMPLY W/ FLORIDA FAMIpNG CODE 9 It sHIN1 K THE NE5r0119eq/TY OF It* CONTRACTOR 70 VIA"TK 501NONC96 Of THE SITKCTIINE WHERE 9HaJtTOt IS TO K SECTION Ntt.a.C.4. ATNCHMD TO "AM PROPER ANCIOMM TWS SHUITOI SHALL ONLY K ATTACHED TO CONCRETE. BLOCK OR WOOD TRUE IMIID"M S. Ban 70 K ASTM A-1107 DANWJN® STEEL. OR A,yl A04 SOIEs STAIRESS s7EE1. WTN is I,M MRMW VELD SITIENCNHL 10. EACH REGULAR STORM PANEL WITH WOO M DOW ItTHROUGH t2'-4, AS PER SECTIONS 9, S. 9 110 AND ALTERNATIVES if*.9w T AKTaRS TO WPLL OWL K w5 FOLLOWS R loll ON SHErts C, A k 12 RESPECTNElr SWYL NAVE A LEWRI NO READILY VOSU MARIMIC 9NSTRUCTRIO MER OR TOW M SECURE PANELS WITN APPLICABLE ROWORCOACNT ORaD POISON Or HURRICANE WAMK U) IO �' "^ -"v _�L = G - ��. 11 THE IVISTAAAION COWW M K To SEAL/CAULK ALL SHUTTER COMPMEM EWES WHICH ROWN IN CONIENOUS CONTACT WOH - 1/4•4 TAMPON ANCHORS AS W A WnMM BY Lt.W. BURR, INC. (Mtn r,:-3192 Ppr).) - 1/4• I . 7//' V NC. (Nil. I'c-& au.) RANCHOS. AS MNI1P'WJW BY THE SAIDNC TO 1RMW WIND~ 1117WISION. D-SIE - 1/4Y A s/4• SOUO-SET AMGIORS, AS DISIMIVIEO Br All POINT 901[W, BQ.r f SPECIALTY CO L PO S 12. STORM PANEL IPA "ON SHALL COM LV WWW SPECS INDICATED IN THIS O"*K PLUS ANT BUR.DING AND 20NWC REMaA7gNt r4.aooD (uI, Pal) PROVIDED BY THE JURISDICTION WHERE ►ERMW ISAPPLRb ro - /14-10 PA1tU"t ITMAF O A PANG -MATE PLUS ANCHdK. AS MWL X-VU ED ST O.SD COWMAT" PRODUCTS. (UN. rt-a700 M'L) 13. (A) THIS PRODUCT EVALUATION DOCUMENT (Pt 0)) PREPARED K EN THIS OWCER r6 ODIUK MO OM NOT PROVIDE NFOIYLTON FUR A SNIT PROJECT: - 1/4•0 OFTAP-OOP ANCHORS, AS M440FACIUEO K YM-MST C0904MUMN (f' -5900 PCI.) SPECIFIC le. WHERE THE SO[ CONDITIONS OCVATT rWW THE ►.EO At Will Y OAKOMENT OF TAVCIAN M04C a INTO POURED CONCRETE SMALL K 1 3/4': 2• FOR PARYLLAMTE rDANE (.) CONIRACTOR TO K RCWONSINE FOR THE SEUCcnOM, PuRCINSTALLATION AND W Atim D LIVE %MEN• OF THIS PROOUCI BUM ON THIS PA 0. PROVIDED NIJ" a= Not Or"T FROM THE CONDITIONS DETAILED ON THIS DOCUMENT O Am PIWHIATE PLUS AND 1 1/4• MR Cr TAP-" ANCHORS CONSTRUCTION SAFETY AT SITE D THE CONTWCIOR'S RESPONSIBIAM A2) CALR-IN I SOId1-SET ANCHOR!: SMALL K EMKWEO 7/r INTO THE POURED CONCRETE NO EMKOMEM WTO (e) THIS PRODUCT EVALUATION cocumew WILL K CONSIDERED NNALa 11, MOOM STUCCO SHALL K POU"M It$- 11-20 9011171115 USED SIVIAL K 1 1/2' LONG MINIMUM SHOULD STUDOD OOSt. RD 1' MINIMUM FOR WALLS WITH NO STUCCO. 00 MAY K MCADOT S01KWS OR ALL THREAMO $CRLMR W/O HEAD. (4) SITE SPECIFIC PROJECTS SHALL K PREPARED ON A FLORIDA REOSI(MO ENOOIEER OR ARD*TFU WHICH WILL BECOME 14 an WITI WINO NUTS EMOWIER Or WAMN (E.Wt) MR THE PROJECT MO WHO WILL K NETRIONSRAC FOR THE PROPER UK OF THE PC 0. EMMNEM Or ACCORD. ACTING As A DEEGTED 0004 A To THE A,]) IN CASE THAT PIOCOT %TOME PRECAST CONCRETE PANFLS. PAVCRS. STUCCO Olt WOOD BOARDS BE FOUND ON INT P.E.D ENCMRR, %HMU SUBMIT TO TWS LATTER THE SITE SPECIFIC ORAWMCS FOR REVIEW, E%15111NC WALL OR FLOW ANCHORS %HAL K LAND ENCJCH TO REACH THE MAN STRICTURE BMW SUCH PANELS ANCHORAGE SULL K AS WJRIOFED IN At) AND N A.2). (e) THIS PE D. SFNLL BEM IMF GTE AND OWOkAL SEAL AND SOATLNE OF ?HE PROfSSDMAL ENGINEER OF RECORD THAT PRUMW IT (B) rO -arvc CONCRETE cool IIMLL AQq..g-yy. - 1/4' P TAPOON AKHM AS WNUFAC7UR M BY I T A 9lALDEx. INC. LABEL SHALL K LOWED ON 1 READILY 'ASrIIE lOGTON A 14 SHUTTER MANSHUTTER - 1/4' A . 7/I' CAtx-W ANCORS. AS NMANACTUKO IN DCRKT NAG (MIN r..1500 N+.) LSfORM IN ACCORD ASCL SMALL SHAJTTDR M ACCORDANCE WITH 9 LAS E 17DO C DP FLORIDAWITH B T0001 1 COOE. ONE THE SHALL K PIACED FOR (VERY OPOMHO. LAeEU1C TO COMPLY M71H1 SFC'TOM 1)09.9.2 OF 1HE - 1/t'a x 7/1' SOl1D-Sg AFrCH10JLS, q OKtRIBVTED n ALL TRJW1 SCREW, BNT I SP[CMLT,' CO. FLORIDAONBUNI.DaB CODE (MIN TgIKD P.W.) - /14-10 PANEUMTP. FINIALS 10 AND PANE((M7E PLUS MORS. OAS W WACNRED NYELCO CONSIWUG'nON OH TM DWMIO SMALL ONLY K IMED 7O PRODUCTS (MIN, rF-2o71 a.') pT/A IN/lN OBTAIN MRS IN 1HE STATE OF ROIIGA - 1/4• • CF TM-=P ANCHORS. AS 1AINUFACTURFO BY IRN-FAST CORPORATION A• %r V`�E� 01) M MIUM EMBEDMENT OF TAP" ANCHORS. E.CO PANELIAATES AND OF TAP -GRIP ANCHOR. NTO THE •"•• FLORIDA BUILDING(High CODE h V119ci HurrT00 flu" UNO 9MLL K I qe. ' NO.4 NDn9 wrrm. AR 20 GAM DM VARIED STEEL STORM PANEL , B.2) fYK-W Is SQB1-SET ANCHORS 9N,1 BE t71BEDI7E0 T/9' 1NT0 THE CONCRETE tTLOCI III. No 167 INTO StuCCO MlAtl K PEAMIn(U. t/1' 0-20 SCMWS USED f11A11 K t 1/2' LONG MINIMUM EAST. ANO t' MOO" FOR WALLS WON No SnICCO. 'Q7. 4TA n,• ._ _. _ -. __ - _... 1 tL mew FAT 0 t.OBAI PWMTION PRODUCT$, LLC. a TIINOIMN p I -T---1 M__.II��L , LD jj1 `L WAN TTwtn1W J A T � I i 1 l I ' E�• 1 eamen E BLOCK RE0IARED. R u ,ry• at r' Mi s,HIB— mtu am rM I rAPI X* e WAU E.•..Nr , INTO EXISTING POURED CONCRETE OR CONCRETE AL01ftif ST UCTURES NICER AMMTaa P QW a lwmiwK 9) \,----t•0. ( 9RMmH'N'i10'ISON 4 rl E)nsT9Ro Pour® PCRm �,! Sam a rWlaw 0) � � OOIDIIEIE 1!C{Ma(i IEOU9ED:! 1' ,/2• t' /4' ' Ilia i _ - rqw• II 3 Ex 9TaLD T o(RRED TO. OONCREIE NEOUNE6.1 � g 5 to lIr Atto quaL MILK OWN Twom 9) € i _. _. 1 g J a )_ 9 1 to Vr et. LD. : I OM OR COMMIT UP ) Rltac QUW= BLODI T' �,• MM. eYElnal' O(C(9S9�KMOt7E NkAq{_ �. O •apWA. al1@9 a 1M01MNW pltgi"NG An CM MMMTM MU" gm MOUNTM a/I-1 SORE 7A•1 Aw01DIW a9ME*AE gal n aliel� CELM fCAIE a/I.t' CONGER ILO" ABDMINDD. I.Et ?l2 t camcmsoImIAEN'M � a `I' � oY a�M • n WIQ7{ . ,tNolw .) ALMMM MIR so MUNTima t10ME t E.D. + EDGE onmum SC ON SHE 9e !e R'ID1E FOB Ix9aeKRnDTR of arr•TIIMHe_ TIX k BOTTDMOUNTINGSTO E2LN K AN1' WAY COLIeIP1ED M SUn ANY MSTALLAflOH. �nD�Ir'T F.V 4s C, [OTT RP.P08T min '+O.r y ^7 � B. MATERIAL CHA R'ACTERiSj►Q$ AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No-20.176. Anchor specifications shall be ae Indicated On sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E,D.), drawing No. 20476, 7._LIMITA71ONS AND CONDITIONS OF USE: 7.1. Shall be Strictly in compliance with General Notes No. 1, 8 thru 14, indicated on shoat 1 of 26, as well as General Notes # 1 thru 4 and 11 thru IS, Indicated on sheet 21 of 2e of Product Evaluation Document (P.E.D.), drawing No, 20.176 prepared by Tllteco; Inc, and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1020.2 of the Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-OW0719), .44167 STATE OF 5 10RiD"' ► rN s/01V AL �N %Nunnnu(ul "ArA.L DA TTLTECO AOMON RECORDS AP. a. REPORT.20 ( GLOBAL PROTECTION PRODUCTS, LLC t 20 BAGS GALVANIZED OTEEL STORM PANrtL(ORWG a M'T7e t REPORT A 2"rA&o1 /T-IL ECO Iwo. TILLR TESTING S ENSIM99PIND COMPANY wactlatLn. to T r> PROD: IUCT EVALijjATION REPORT REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUWCATEGORYT Storm Panals PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protecting Products. L C 48W S.W. 51 Street Devie, Florida 33314 Htcpoo�aBl.com R.P.T. LATWwH4 4401 1LL..A. IAWIw x.. 391AN 9 1, _PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System 10 # 1900) to the Global Protection Products, LLC, Rule Chapter Me. GiG20.3, Method 1D of the Florida Department of Business and Professional Regushon. This product Is being Issued an Evaluation Report as described hereht, 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 .'t&PRODUCT EVALUATION iiQ±il MFNT (P.ED.1: Drawing No, 20.175, titled'24 GAGE GALVANIZED STEEL STORM PANEL', shoals 1 thru 18 of 18 prepared by711tow, Inc„ signed and scaled by Waiter A. Tillit, Jr., P.E,; dated 07/2712020. This drawing is an inteRpltUrlt(+pidhNa Evaluation Report.` 167 Ik VtATE OF /.355 N.W. Stith Street, Suite 305, N ismi, Florida 33166 - Photse: (305) 871.11*,?rFljW,00f-1531 ,COMPONENTS FOR REGULAR tit LIFE SAFETY STORM PANELS (SCALE 1/2-1-) -- 12.l00• EFiECI14 woTN)... _.--- . _-._ - _ . _ { -, / %saw ,�,eoB' I i ,� NOD• SAD+ s ,/'•..,{ � 't -r- 1• I / ., r-1.a50 --� ram_ O.O7A' IYN. 7MM 1 JSO•-. � � WLWMBLD STEEL :' f ',�„r• }II� /BIM A-102 r 2 ••..,2.057- GOMM%la ® . \ / 2.oDo' ✓, '/ 1 !..� 2.Okr• � -40 04V DEB.-• f ri \ 'AOfrr DRANK 50 1MIUY BRAA A.1 % 11P. 0[TAL VT -E C-80 _ . _`_ L-ETAn. A ADS L LaETAL A --- ------- - --- .... .....---•-_•-_-- —f ® ;BORN PANEL ® IND STORY PANEL FMNrtS FlaO R'^25` 750'..hr-10. , NY-20. 2^•�•^ �%�';.I (.'C.10• 2.10T SBMS SEIRS W/ NEAIID-mBc 1 ICa' I: /L sTUI NFEm LL Sm Mao I,yy10 ( �I I TO ARM O 10 AtNaE O ) ttwt / tO.O' 1 I .aa. I j 12 t/Y DG ,2 ,/:' o.G ,ar .ohs• . 7.tlar ,.I100' N t.soo' D750• 2.725' R 37S' ). i.... R 4 �f In" I. -lw< ­..._.... _...__...._...y M.,. _ __... ..._..____"'i W-L500• -i �7.S0p•.J j�C VIEW DETAIL A �• _ L-2.000 . — RO(IINDED CORNER IT ENDS, OF PAWL'S ETD LIP W/ HEl11ED Ma. RO 'h' HEADER O3 wjL' HEADER O � ® ANGLE WITH STUD ® AMOLIE_1M (MT.S) REVERSE STUD sm MT. TY1 525•_•700' r_ TF U la 1 eiT• � t i�-i... } (1K •3,0• T25• --t a. sER[9 , I ' , _ _. � )_ 1 ,j1,.y� ,Spy ,'!70•.ow SAD• ( - I' AN 0 TIK7T0 OI ..�.,� I , AN" • ,2 ,/r oe. ' t liar -_- , 0u• 1.]Ia' t,I71 'FgOH. { ole- I ,ab Talc TDA I .OSIX _ r OFxr AIM'E1101 Ao+FAM 750• 7.000' SO KEY HOLE WASHER .e2». L._. ypp0• �-IT■YPJ --.�• © -F- TRACK ANGLE ® 34C `I- TRACK () FLAT PLATED O.osa' (rN)) ,, ; '•/ WITH STUD OALVARMED STE2L _ AN .375'/ I I.Bify T.oN �E:' JGENi �i T7V►►'� •its * %* FLORIDA BUILDING CODE h Veloot RurTNiDn ZWM 093:-.'1J . "Cal. rDa(O 'NML A coals tAOme, At Fr i .... 12a - -.,na• 'RID NUT ® �� �(, 20 GAGE GALVAMM STEEL STORM PANEL cu W -1 ��e •. 0 *r'R �.-sDDo•--� •....--�••�'� GLOBAL PROTECTION PRODUCIS, I.I.C. 0°/ETvAFEa . . gwto.a,$am a'NE tuldltAJM ANGLE 2MY7 Yt /A ALIERNATA4Y. N♦R AIO T9n WATUI %_. _.•-�'•'� .,w w i w10Hf: taOA)M T9a MI {/N)tE►-nn 20-175 IIMALM C MWRR W/ ADDITIONAL con- w,-M . N„ r pIR Or.,w ' 7/CA.O/2r S HO Muslim C*-00wt w• cot ONO" Ib Pm on I.CKE/ PLAIN •Tel) i !A/MMMnMIS A TMR ... ►E. pli a11QT C P N 4b.g1• LLa T 1 ail W NIA, VA iFI'I EBIE,In"Ia"�' 1 C011C1EIE lOCM , �� colma Fauna rant- iKatkim/ ' I [IIBTIID POLM[�; LG. i rA iis1wwcom on 1 CONCIETE BLOCK 1 - ---- -� RMUIOLE 0 APO A01110r, '-� N.LIaAaTE AlcrnA% _ rsSC loMo ow ,..•, �a /fin +C" a) AI NAMM fIOHIC ] t] t -�j,,, pComm O NOW t' wOE . WINS A I/C .. n1ICK ALUM TWE OR 1' N -: • r .__c ol�11C.wST000O/ F.T. WOW PLATE SPAMIII! �' ^.� NEW Y RES WIDE . WI . I/B• / i I DM. AWK OR I• F YAM ` ,.rT Yg00 M BLWwD ' •• %Hl9 MQ1IIBaTREaw ' 71MNAa1 •>� ;. j Fo u TenNUILa OUT SCALE 1 ED. - EM OWA18E (SEE SCHEDULE ON SHEETS a at 9) .,._ ..... ,.,.._,...-._.7 Cent. Iw01A I tr2' YM OO TE NDCK ./�E 9& M OI Rp Mw aR Wan a a 9) IMM am. 4. SECTIOM a/aa/a•X-X DETAIL FjW SPACOM KOWRM AT MP OR IRrJ.LWK TRACKS An.lA W TO STUCCO ME �y ��[y � r•- J BID" 31111.1- Igaj Qy PND. W,•LL., .M, �' _..7 IA• WAX a 1s.T Y � f 4� r ,A4AIw I,A �S171 (1 mar A�ws�iw�- , _J BrJWE a/1a-t• CASED (PLAN] SAYE C/1h1' IY t dmmw w N Hw 11A0 ,.W Y ,ILL Rw M "A"', 1 '_0w0 iCAIE I-, Cuousl MANY CASE E fPLAN] - !WAIL 3/1M mon1loom uNBouEO PANELS :, _1 � ' /� MAlf GAP PRODUCT YVAI.L•.An0*BQE GRT11n. 204217.82 2 2s- TEST REPORTS• Largo missiles Impact load tests were performed under SSTD 12-M standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lob of South Florida, Repbrt # 0814.01-01 dated 03M 1 /02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largoespeds, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 6 203 as per section 1809.1.2 of the Florida Building Code, Test Report prepared by American Testing Lab of South Florida, Report No. I l aD1-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. BCM-198 by QC Metallurgical, Inc., dated March 13, 2000, signed and sealed by Frank Grate, P.E, as per ASTM E-6 and Tensile Test as per QC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. MLICTURAL ENGINEERING CALCULATIONS, On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well an maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tlltsoo, Inc., dated 12/18/10 and 08>27/13 (for tits revision), signed and sealed by Walter A. 71111t, Jr., P.E. 3. MISSILE IMPACT RESISTANCE. Large misaite Impact under section 1609,1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. MOND LOADS RE_SISIMCL, 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on shoots 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.DJ, drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9,10,11,13 thru 16 and 18 of 10, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gaga Galvanized Stool Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12.99 Standard. F 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. 20-173. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 16, 16 and 18 of 16, of Product Evaluation Document (P.E.D.), drawling No. 20.176. 4A.MATIERIAL CHARACTERISTICS 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. LIMITATIONS AND CONDMONS OF USE,• 7, 1. Shall be strictly In complierve with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175 prepared by Tllteco. Inc, and signed and sealed by Walter A. Tillft, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1%0.2 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 Welter A. IMIlt, Jr., P.E. (Florida License No. 44167), President of TlReco. Inc. (Florida CA-0006719). WATILL O:t T!L'ra,CO AD,MON RHCOMpe. 4 OALVAN12a0 eTpft STORM PANEL 1 /4, 2/4. 3/4. 4/4. 5/5, 7/5. 1W/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, 6W/11 & 7W/1111 Wx ANCHORS: MR CONCRETE SEE SCEDU E ON SHEETS 0 4 9T- _ r MAX WL"--- - -- FOA WOW SEE SECTIONS ON $HEM TO 111 - 1' Mo.- O ---r_- T 1-- -I f•-._ _ ^�. ..,.._f' -_1 9 -iY H-IJ774r 9e0.1.TE0 PANELS W/ 1//41-20N1•_ _ !� WI/O1ALU S YLF'A JDVESBMI ]/"• ! r .. (SEE SECTIONS AS APPLICABLE) T- -� ) i 0 0 r ,N YAR -- 1/4, 2/4, 3/4, 4/4, S/S, 7/5, r MAX '. MI"' tw/to, 2w/10, 3w/to. 4w/10. 'd�sYe1 SW/10, aW/11 It 7w/11 I .. _. AWJORB: FOR CONCRETE SEE SCHIPME ON SH IIS B R 9...._... -- -.. - _ ---- FOR *ODD SEE SECTIONS ON LEE1S 10 B 1 t REGULAR STORM PANELS 1 A DELEVATION N.T.S. M 2.97' 1/4- Mw. OAP (MN MD6AP .t W�a1E t.(NEY) IC INSTALLATION DETAILS FOR REGULAR PANELS(I A to INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES p �jy{M1� PpU1[� ANCHM FOR CONCRETE BRIE SCHEDULE ON BNIET 8.---------- _ dF CB/As1E7E BLOC: T OTt OORCRE 1111.00I I__ OR MNCt BLOCK FOM Ag00D SEE sECIDMS ON 9HI[E7 72 E• -j AfDWED ,• CMCMM AIIMaMa RDAKAED AHInaIu I AEOUTAED ,,,,C„DA� 1• II„ (MN VARM .1 IMOVE WALEY) a 9, N9E/a BI'aT I' MM. Wary -011 ' (IR RONGUL, M1 MCEOUIE ail _ WaT I if SOe OF V aid " M''iiWw°w 1 �� ,° I H 1•N" N I 9 i �'°ILw I } 41i T ~� ,� i o_._ t I_ °ssf 1..:.�a ._�:y'A`.. � 1 ;` ^r��I+Ii .I •It1,_ _I.. :�,i I ,�!� y� L 1. _ ._ _.._ .- i j. O 14ti-TA,I•W � Mi _ 1 �1 .- , t_,. �, �. _ .Ny: t r+I I I t T i 11 i'T or ''tL1 KP T ; �a nJ✓SS• ; _ r�� ��19 . sYEs' ,.._ -. 1� 1 I j I 1 ; I I M1x L RD'W/'+ j I 1'W/Flab-mIn• `{. 1 _. 3 i I l i 11 ( IWR2 EAINI �... _ IAx • 1A01�{-. _ _ FTIII 4., r -... _._ .. r I I I ! i r .,,.wn.w rM..I.__ OF V SO% �Y MmL .3 j ' o► 1• ANCIDIK: MR CONCRETE sEE sCEDLAE ON SHEET 9_ ?G... ir.-.:i.. , � �' !�� I I � NAAJ _—___ MR WOOD m IS I; ON SOVIET u I I /rN.vc •.. % I I � LP PAWIscJWE ]/a2. 1 T ILA 1/4• MAX Dw 1 at/4' 1Pr XN]N Ss. am7 .. 1 pill QeEAP -, waE W(LLY1 7/s5a/aF' rNo Nun cow" --.E .. F I i • 12 1/2 oc. �Mae"_ -_ aONORLYc ArB,as xtAoxA[9 CDNCETE ANOWN (IQ W)9DME DI 1 4' WIT •.•• A/ STUD WEE ldW1I[ ON 9IwO n tl9ir 2) 7'MIAtD N'�KR7E an �A-A OR .�ml1.�mX `°`" SCALE 313r-1• 1wREQ scrip a/9-/ fONE a/+-,.. Biliiilw... E.D. - ELOE CIPANM NOTE FOR CDFABEEFLTN)N OF EMM' (SEE SCHEDULE ON TOP ! BOTTOM MOURTBJGS CAN BE SHEET 9) COMBINED N ANY WAY To SUIT ANY 01$TMLATION. CODE N N rA LD —Cu> a) V 0 -0— C 0 O N c a CU (D W � C 0 —Q L 3 M o 0 Cis LL- o > An '0 0 i I—• Cn -0 o .C: C U) Q Q Z Z W J N r.� E� CIO N lk— U a`' O � 91i FiTt�7F y9 .1� MS7 m �J v J O CIO 0 LWWW a_ ■� Cl) ICU LCLi ZZZ G Z Q J SHEET NO. SH 1.0. ■IiWll� 11ll Il I W IL - IN. sm. 1 1 1 1 e•� ItI �A i A WALL AND FLOOR MOUNTING INSTALLATION FOR "•�,W, :• SPLIT PANELS oaYl•• +o ww o•O10rRa a a , .YT Iwo �Y11r0-M 1• Lf�M•r-r FT TFFFFF ( IMAM 001�YIAI•N \ ((71Jt,/.1 71FNI -430 Vs Room +CO... _.R .. 1 f. .01 i� j f T �. 1 a� f 1' R•Rt r/t'-0' Y� MIC •AM,M-aR�wi Ml•N Emma a M vem Jt/4 A. YIIMI V 7 1 i IL 0/ 7L0 P.At \ WI 1/r41,•Y eoA' •Nr1 • NN. WILUIR I•YA `O or.~. a frR Y� N f I/4 _I t�tr�■ 2 Film Muu1nN - eeauMM M C °O�ieraM�i� 11 M gem • • •, 1I 1 IIPIAN (fl) • AUK YIAAION + 6 4Lr J' • 7- s t/r > 4•-6• TO a'-r 2'• 4' • t/r UP 10 M0101 / % -4 M1w0 60AtE 7/Mt• WALF/o AWN1EID 10NP/0NDtGMNQqKNK�i MaMaiOOPOaNO MHO601106I WMALLATtOM _ ALTFl1NATtV[ Nw SCAM 1/4' . 1- IA tN. __ YIAIAY •HIM IMMf M Ito sY6IrV •. �Mu W. -ITT/ W� • _ .. '... . � Y to - - c J \ 1 SECT)DN Y-Y y •SISUT fCAt 1N'-,• ,rNwi �0 9CKE 1 11�1 Ilk L • \ 1• 6 1 7 OIiNress- OK T111. -- I e WstAEt� HIVE Sw lesser- MISTLLL� TLVE 'lW IICAL• I/e . 1• 11R7m: I. INSTAl1AT10NS ARE ONLY VAUD FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO 455.5. -72.0 p.•d. AND PANEL'S LENGTH UP TO 8'-$'. 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN PINE NO, 2. W/ SPECIFIC DUMW OF 0.58 OR EQUAL. NOM FOR COMMADONL,OF SWTIQWk TOP * BOTTOM MOUNTINGS CAN BE COMBINED N ANY WAY TO SUIT ANY INSTALLATION. ctxNllo at sLow MOUNT) WALL AI FLOOR IIOIIN TM R14'TAWT1�11 + LLITERMATIVE AIV RISTALIATID/LR .• LLTE'1lNATME BYI (SECItoN AT TOP 15 UMTED TO +0\5-67.0 VAR. 1NdiE: 1/�• . ,• A.S.D. DESIGN PRESSUK RATING) IN'iYEI 1/4• . 1• pp S•MI/r aL 1 Iw NrP w. ..A _ --- IeO••O 400 Cr•Pe e FLIIOR IIIIAMM INSTALLAMW •- sECnW AM TT 440cm Oopcom N04 M CmWE m OK ecH,mMc m aWn 1+)� ` .W 141 TON mcwIN E m ma Ol tl sm" am s m I. H1N1 a000 2weN, ITT IECROI am rNG1 ,s t, t t S IORARo t/4, 2/4. W4 414 Go 4/4 1, 2 t 7W/t5 -� .too• �. w �� J4w. I w q 1 I I I I i T I I 1 1 III 1 l••n�pTlTQMum rm I HYe al�fB/wmlm for ANTBN lw+Bem tmlem AN4BJ pN1BAm ( POW DO b � a12 Sir M. 2-11111-1-c k t t1a aT1lei a/•• lA. tCM[ _7Cp_V(SIX1//r1•IAA Off PAM omit i 1 Via arras A 2/1.) T r iLIMA 2/4, 2WW4, V4 OR 4/4 1t, 2* �w/ts t, t 1W/15 AREA MIND IAYE aAFEIY FANGS LOCATION 0► HiPF (ICE ON Ln SAFETY PANEL L_ NOTE IKLOW) COM. -... ..-_ ,:•. R[OIA/M ►AN[LS N/ OR --------- 'SAF[tt PANG -� IWCNS (sEe NOR , Lw PANEL ro K TNSTAtiO A6 OPTION A I FOR WEE 54 TO STORM AAEE R E PAS s N1uAN41apfWtLL 4� AInA1MT® OlriWa AInIaRt I-1 % aa110R+aN1 �ALOR WDOWED r rMaY irMO[ "a }° SHEET 14) - ' ELEVATION wALAJJQ OM MOUNTING RWALLMM SALE 313Y+1- SECTION t SCAL' 3/r . 1• - SECTION 2 SCALE, 3/8• - 1• ,/..1� op00 t • t • lie a.. At W T4DiE4 ar ,TY e_.eY_.. _eTrou PyN[f ..em.�+.rA'a1N,s1 - / -.. Ln SAFETY STORM PANEL cAN LOWED R• OR As PANEL. (ANImPA1L1. Tm�IaVµ KTw1fN END PANELdo pAmS)) LAW PANEL) PA"¢) T 11Rs NaTE / PROS �IIILI�OMLaR Loo1AON LOT SAFETY ►RIGS MAY OR MY NOT BE INSTALLED ADLACENT TO REGULAR PANELS y�ya (W/ OR W/O REGULAR TRAM.) � •m T) f. LIFE cAPlm STOIC PANEL CON.6TS OF D.OW 1"VAMZED Srm MINI PMIEL AS SECTION PER WINPOIKHI fNEET 2 OF ORAWa(0� SCALE 3/32•+1• THIS PANEL ITSELF TO K REMOVED ON INSTALLED FROM THE 011WE OF STWAntAL J. SAFETY P KR s OP2TRA0FacDN5S Q)r 10TTw TRAc1c rDRAWING. INSTALLED FLOOR NLaMNTEo FOLLOWING sECIIONS "G. Is COMP01BfIT�T K WAN. OR 2 oN 11E6 M 111TLL AE DETAAs I a 2 ON SHEET 14. .............. GENSf . 4. Wft LENGTH IT)R wIMPOR9Ntmm. Is•. �•, ;' a �• t1AR10A WILDING CODE Y•bc Na Ow whoa W- Mo. ANCNgR S►ACP10 FOR CO)�iP011EIT 4)AW-HORINGE AT NOTION 5 GNMO ON * 20 6AOC DAIVAN12ED STEEL STORM PALL $OHEGULES iM 2. SHEET 14. COMPONENT MAY K PERMANENT OR REMOVAKE S. SEE 9ETALS MR WSIALLATIDN KID WOOD FRAME OUILDINOS ON SHEET 15. .q' 9••• a�L., oa * ' ..- IL E C O INS.„„ PRODUCTS, 6. SEE MEET 4 FOR DOTAL MPUOAKE TO THE NECCSSOY FOR THE NSTALLAT101/ OF `.7- $ Nil r sPYi M *`,a. a4fE. R , ,41aC pa47MNP-7wE• WRc (ew)Ns-/»I SPACEIS AT UWAS R6INI.ED AGIM;EM AND KYOND TO STUCCO/WOOD BANGS. . a • MAXIMUM A-S.D- DESIGN PRESSURE RATING .e.f.)AND CORRESPONDING MAXIMUM PANEL LENGTH WL• SCIRMULE AWn M, PS M wLw'a AfQ lustri laTA'll! Ae Pr• mlw.11e , Yml 10 d Tae:sle a • ..I M•md so-M a oa10111011 Tom 1�1 -710 r-f• OR Las a lie UNIMIM I THOU a a I .atd -?" )7'-e TO r-r ra J 3/4' u!\TO 1 1I011R1 a • 7 .M0. -710 •r_r To 111-r tin. J //a• • IMAD q 1OHgM, 1C 0Yp1//!T•w • +AIL -Ma 1a'-e OR Lit a 1/r • ♦ a a to • WITS e/ 1/4,0-3OT,• &I. Na A 6•laao O am* a YollMo t or "AL ARM Ill 04aV Pall, MUTTS(T& Aa'l aWO AYNAIM ITT MIN 4 MMA 1 A4A, 7 YY4 IaNfla a i a1 Wow" Aaa, otrrN MOM � ) YAIaRw am" rYRaO FOR to.. a 1/r '• To / t coke, Op *Vs"►ARM Loam tNNaw a to m• atol N IA M41•M Trw1 O P•Maalf[ TSIA ro CoMpER CalOR1[ To ab am 0`PIEIA' to cocK IE com aaMOX TO oONCOE OONCM.i[ 10 WNJRT[ 0; p!1[ ack r WA N/A WA •- WA r N* M NA• (taq r le NM His r r 4• r r r , (Mnow) e" WA WA WA •' WA r WA r N/A J t1OPj kMde, -Tao •• II/A NA WA r WA r WA r WA J p0111%) /•-r Oa IE1R r N/A N/A N/A r N/A r N/A r WA ] a . (rory on /EEC e• t• WA WA or r r r e' r a t66'TIaO r WA WA WA or N/A {' WA 0 N/A 7 f1aP) r a WA N/A or e r e' r 0 4 a 1 OMDNM 0 I fe tf 1/r . 1/4• • 1/4• 6 lie 6 Ile • 1/4• ! OoryEDTPaO as fllTe 10 ! I, /m AMMM 1MM Is 9afm sm aimum A els sm 11111E slraul IA4RtA AIOIIMR t1,OeINt AND mid" B OWNING[ ARE MOROCCO ON THIS hut Pm tit tA. un AWN IMIITCO ON 2 m u Imm 4llalee rNaO of A"WLMO M►WW •COI m soma[ F TK /aLCWN FNiroRa FOR THS OFANION 10 K POWBLL ImUpD IPNT r1 00 ,ANC PAM rYW LAN K LM low WWA MOO PA M= Mat •ION AYCIOR Ito M AROIORt ILAQQ FAO 7M i/W _uwMIR� 1/41 a,rr 1 451 I 1 _ 1/4,1.• �4'Y GYP-. leT4a-4e te) AOIM ON" w b 1 a a Ito 3 -.:mom OMeTR4 (W b • ] a 1 a IA 04 am Ea i Now 11/Y >t A• - .� m ao r iNw Im Im n - al All m lm Vim& Y1dO.TL = MA No urorerAraIN'oc Muror-r 11..a wro IIt r m M1 1, wo I G 8HE 1 1/r IAA 71/40114 w ro H•ADBR TOR ALL IOOTNt RI w.- w�aM� s :1 M .tt 'I -7 V url.f,4. �1 1. NSTALIATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS UP TO +55.5, -720 PSF AND PANEL'S LENDTH UP 10 W-M' 2. FOR NEW WOOD FRAME CONSTRUCTON: WOOD MEMBERS TO SE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF OAS OR EQUAL fOR OOIIBW►THIN � 9ECT1®t5; TOP M BOTTOM MOUNT1N05 CAN BE COMBINED N ANY WAY M SUIT ANY INSTALLATION. Snw VAW owILAP g2 1/Y 7_ O WNW ,., ,.111•.. 1.. •i1P: INSTALLATION DETAILS FOR REGULAR PANELS(l) I ' 1 ` •I INTO EXISTING WOOD STRUCTURES u - I �s1E0M•i eo3d•(Eia � •� 1 I i � 5 1 a I J 1 I 3 4A•4 ?•. 1."°°°eu,mlm°I i 1 .eapOe Nwa •NII6m Roes ��Op1 1 3 � tl g emue6 Wmu t EgLL[ f' SM Is, 1 d� ■ `Mg fCNCOIAE ON aIET a PoII •P/Mt,m 1 1 [ ToNR/t• I r e � t • p 0a � I tt 1 i i III a La 1 L 1 11. '1 t �4 i y.o�.• • r/ -YM TIwPOs rwtnMgN *.m �� pa.sa.0004ii..a4R �pa1��p/� �sMI Nl��d "I PLAT[ � .show of PRAtECAM SOY:[ 3/M,• IT Alftl ,.Afs l 1"ArrA41 A,Mu HIM SHUTTER r\ /'\ l\ ASfiPY7f /\ /•� u IN 1/1' it 11 dl.E 1 I �-'rNO110R PNEl �-EJO PANEL RaZAE 1CImUlE 1 s• p MR K con r--{ o"SPAEwo -SPOOK ,•-r MMI. WA M4 3/Ir . i• MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.f1) AND CORRESPONDING MAILIMUM PANEL LENGTH "LA scEH DOLE la-„Px�Ases 04e-,r TO seen= I A,21tlNCATm FISH Ln SAME STORM NAxfl Yffiiill dl 3H4m ,31. M.Raw AaL eor• ... fA�aaLJuo,N .IrAN IUNrw Pr. IIeT• Slee• (sQ R1NIR To .Am tIN61IRN .ea•. -TLo r-r a a/1• IAOM/0 PRIG MUM" PRIIMAE i iPR9N a TN -ROW GE•61 PMO•N0E IOw[ IRO PNONN[ Vsm 1 i OOaO1MTON WNYIw IA7101„ i' p1.) ro t1011rE11 ATo x00t To To 10 10ro Ss,D. -72.0 r N/A N/A N/A 6 N/A r H/A 8• N/A I A 2 (TOP) 6'-0' on ten •• 7• M' 6' r B' /- s' 6• /• t (wm)m) r N/A N/A H/A r N/A r N/A 6' N/A 1 a 2 (IOP) +s5.0 -P2.0 Is.s•-o• TO r-r 458.0 -72.0 6 N/A N/A N/A 8' N/A r N/A 6' N/A 1 ! 2 (TOP) 7'-r TO V_r Y r A• 6• r i' r 6' r 1' i (N10ftOM) ANA AL0. fRppIRE tmw•ww.omwro" ME46Mo•rrawwwaAMQ � lk Mon mDom LEI4G71H 1 1' - OFCOYN�iq 49.1 -61.5 3• 4 , 4 1 2(-STOW 7'-6. ON LESS +52 M -84.0 3' 3' 4 4• 2 (MOTION) T 8 OR LESS +65.0 -7z.D 2 1/2• 2 1/2' 4' J 1/2' 2 WTTOM) r-6. OR LCSS +SS.O -72.0 2 t/Y 2 t/I' N/A N/A 2 (KITTOIA r-6' TO a'-o" 56.0 -72.0 N/A N/A Q sm to MR MOORS I" a W"o MR asou MOIW MO 1Ma0• /RYE MIMO& wow ANCHOR ova= AO memo OK Comm AE 0*OAND am tll• OMM" sm C.D. LESS 71000 GO== ON W"MAE 1=0 A 0M WV=M n MLTeLYM VACeO 900 04 110IDO1411F LR TOMORMO FACiaM. TO 116 aPO► M TO RE POMLL A1Wn0 IFN MO am"= IqO PALI M MNYL NOT K LISS THPA t&M" W*AM e1010A1E0 MR WGI Now TYPE AT xxmn Loom 1111 AIa7IN !'P _ _ ve's 1 .1" OP4IM 01r14M Mae IPaArI •Y. Mop WMN b a 7 s •.eMlr-0 OJ 3 a 3 A t= "aw MY • 6.I 3 a 3 ,/J 314 IttlAL Gil TRAMS F r -, J Im` ib _tl Ise _ MWAN ANOM WNW sm Pd - 3 1/11' •• A.S.G OOION TV= CF TM -am f3WR-0 PNRIWW 11111111.1 10 1 PAEUMIE sm t01O 1E1 SCCFCM /6 L WAS" PANEL VI UIE PREID I (P,•I,) TO CONCRETE t0 CONCEx M.oat TO WNCREIE ro oollR:lEt[ Iloa ro CONCRETE ?a 0=11"t 610ac To Colo" TO Coco lL 61CC1 To Oovcnn TO coma= a" To ooMal(1[ V CONCI1m sum NM OoweeWIW a Wits M WN %' (A.) 6• N/A N/A N/A a• N/A 1• N/A 6' N/A N/A N/A I (top) 6• 4' N/A N/A 6• 8' 6' 6• r 6• N/A N/A I (Wrm) 1. N/A N/A N/A B' N/A 6• N/A r N/A N/A N/A 2 (tOP) r N/A N/A N/A 6• N/A a• N/A a• N/A N/A N/A 2 (BOTTOM) aa.% -72.0 a' N/A N/A N/A r N/A r N/A 6• N/A -N/A N/A 3 As 4 (TOP) )r-S' TO W-r On tEsB 6• 4• N/A N/A r r 6' 6' 6' 6- N/A N/A ! (BOTTOM) 6' N/A N/A N/A 6' N/A 6' N/A S. "/A N/A N/A 7 (TOP) 6' 4" N/A N/A 6' 6' 6• 8' 6' /• N/A N/A 4 AA 7 (BOTTOM) N/A N/A /2 1/2- 6 1/4- 12 1/2• a 1/4• 6 1/4• 6 1/4• 0 1/4• 6 1/4- N/A N/A 6 (FOP/60TT01/) M0.0. -63.3 N/A N/A 12 1/2• 8 1/4' 12 i/Y 6 1/4' 6 1/4' 6 1/4' 6 1/4• 6 1/4• N/A N/A 6 (ra•/Ba<T w '-6' TO 11•_Y 50.0. -72.0 N/A N/A 5 1/4• N/A 6 1/{• N/A / 1/{• 6 1/4• 0 1/4' 6 i/4' N/A N/A 6 (TOP/BOTTOII) '-M' TO 11'-2' N/A NIA N/A N/A N/A N/A A/A N/A 1 6 1N° 1 6 1/4' 6 1/4' B 1/4• a. 6, 10 clop) 4Jal -•4M0 r•'• 4' N/A N/A N/A N/A NIA N/A 6' 6- 6 1/4- 6 1/4• a (wrto T) an LESS 4' N/A N/A N/A N/A N/A N/A 6' 6• • 1/4' 0 1/4' 8 (MOROM) 12'-A' OR LESS N/A- NIA N/A NIA N/A N/A N/A N/A 6 1/4' 8 1/4' t I/4• a 1/4' 10 (BDTTDM) IM SIQR HA It AND 1a Hal AMOOM THE • SPACNO P01t MOTAURas OM mm FROM SUNAW Iwo" ANCHOR ramm AND MPOMM WK DISTANCE ARE SCrAMCO ON TOM 11CH MAR. FOR EA LM THAN a4oO0iD ON IOIm{IlE scan ANCHOR K MILThY1M0 YeCe10 r10NN ON AL M ME FauaAaq ►ACTOR .FOR 141B *Now" 10 of PoOWL RMLCO sow" optom 01111; •ww SHILL NOT K am IN" IAIe1RA/ 1111Ce10 IMAMPaR EACH ANCHOR ME AT AN,aaRt Ia7TUO, 116E 1/4b _ tYml .. lµ'e f 1 1N1 t: 1/4 a_ oi,N�wP ssjtwlhr tNN>•iI Ito MOOR lAMO w a b 7 ) ,A, M "lowAw ! � w aa 33 a ,aN .•. b ,n AAR 6Low WNW IAOTOR r +m ,m_- a, INSTALLATION INTO _DETAILS FOR EXISTING REGULAR PANELS( A( WOOD STRUCTURES a .- I 14-10 PANGIMTIILAB E � t 1 4. O.C- M/ 1 7/II' ' '..'-�! 1 + % - �� 1 _ I14-10 PARE"IE PLUS / t�j1�/.p O.G 6I 1 7/6' ��`y - III i .. _ 14-IO A1NRlMi' RL! � t 1�4 O.C. N� 1 )/6• , }iY TAM HEADER ro woOD � . �COPM ' THR►A WOCV HEADER ro r l J 1 1 •• l 5 non mHo • . I 1 i� MNr OY7 • ',..\I I ; _ �_ �, WN.1 � 1 i •� I I ,lm ,Im"fAO�` 1 CD 1 1 / (D Testm 1�R1A[ la TO m4A am tIl MtJEaAt ON I Q' 4oR f,M • ra •" Io1R •. SPA%%Y T%' _ _. _ INN. PANG 67M IO4 Too owa _. ._ .. A �' - Y•A. PAID. 11110,11 ( ro ! A- .. __.._ IN'►-b01• as (SEE man 1) i Yl e/ 7/ev ._:. __ _ _. ... i .,.N �� ,/.Y•f011' LF Y.s e/ //IM1 s �/as• eAle IaR f [16Rf O/OEM � (:Ft "Oft 1) t-...._ _ ... __ ( 1/.1-90R1• AA. ,la. W 1/rV • � ,OI �E1OF oIOW � Y� IAVQ 11/1CM 1 (SOW "M 1 1 _ a __ __. -_ f N:eleM 1 ' i � I ' adR 60R I OF 1 OT 1• fF t' (D 4NAA i 1 .. 1 ��f11M1a I .. � � ,/rM ,Ae taI1LW1 - ( r0.0.N 11/I Noon_ i I i ' �I rw w000 'I I 2 N4.6000 I Yw. OUWCD l ,. twou Im �, i 4 I rETET1a11aN AT IR1D a /14-10 PANIU ME PLUS REi- I IOIN OF PLATE-, i• 1 .• O.C. / 1 7/6' I 1 1 YON CIA Two WD YIO1M 7A1N • I I 1 4•• LAG SCROR • -� 0.0. STAMM / 1 i __ ...1A., .-w. AT ODUMN OF PATE 11 an-1 Sms /6-i so" 3/1.1 Aim 1. INSTALLATaNs FOR ALTLWTNES MEN, SW At IOW ONLY VAUD FOR WUNOS WITH A.S,O. DESIGN LOADS UP TO +432. -48.0 P•S.f, AND PANEL'S LENGTH UP TO 12'-4' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEANS TO K SOUTHERN PIK NO. 2. W/ SPECIIC DDWfY OF 0.55 OR EQUAL FOR C1fYB•IfL7N_rt K e.'t'mNs; Rltli - -- i0P !BOTTOM MOUNTMfiS CAN 8E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. N0. 41 mmA xlaca Y4G *i - )�o. A. Av IL [COI . er4/•wwMR/a4s 1e A ♦. P 20 DACE OALVA► M STEEL STORM PANEL m IARew R W/O/MY ANAL PROTECTION PRODUCTS."lliLLC. aAlc ,• 20•t76 POW M00S -7Ma, FOR: (•w)1AM-OA INSTALLATION DETAILS FOR OPTION If i FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES j";,o$;,a I •.'\ it ', �' 2.. E0 II WO I I ao . op I m"�MO,Io~ z t/�oc I�iHMa� ,Wy11MO0D.,'�(iOOt i ALTERNATIVE i ALTERNATIVE 2 �aY.r i•�i , ac I i I I I I I 1 # I r co J ; i FQJ op I f t , : B IaA ALTERNATIVE 3 ALTERNATIVE-4 IamW/ t lry- ,N'LQ.f/r Uses rAw MIMrO Is/urI-Jad• sa " • r oC. OR WOOD FRAME CONDMONS��CHOR L�TIONS PAn,R1c "A"o ofATR�TIVE �As al s ro or�TP�lol RNomo"' sum yr . r ION : WJTICO TRAM NWT SOWN Im MOLT WALL INSTALLATION ALTERNATIVE eDYzs 3Ar . ,• AWL ,. MrtALAROW ARE ow.r VAp IDS MA60eOM rml As.O. OEM LOW UP to i6aL -7J.o M AND PmAaMQI'sI fDIOIN R. PINKNoNam•. s"i% r6are OLMah' W aYmmomA,� m K saANOON L cl) .6..M O� U O Q 2cu O O O W C O U- cu 0 .� 0 L. fy L Q N N C= CV !V m v C3 L1I C) m >< C LL CL- N IC O >r 4/I 4V Z P/1 d p M Y OU M C E� d 4O T N 41 'fl C. E eo � L9 •CC' c TTTT� Anna cu > O 0- (D U cz O 0- cu W = Q z z Q J a - SHEET NO. SH 1.1 - _. ♦NGNORS (SEE SEC710N$ CN T.i7S 17, 14 1f R IO)---..--._ __. . r MAX. 7. 0/17, ae//a S/17. 41/H7. MAIL 1• am. ftwW6A/1/U. 7eW/,I a aw/Ib �eM'/H, 7E11/1e a r MAX. 1- YK ra t a 0 0 0 1 j �Mrl°e"e +t°'°1 'rwh 1 i uF awk'p�fAr■ ►arla � I r�NA. a�■ mow' � � W we ,. I in �I I 11AY W17. Wt7. W11L - • R11011♦R•RN 11ee. '°wryly. rVn. eE/u 3- .,. MM/TE 7At1/D t We/f0 fM/tf, 7M/tf a eMM;/f0 r ANCHORS (SET SECTIONS GO SHEETS 17. is. is a 20)._ OPTION j12 FOR LIFE SAFETY STORM PANEL(i) ELEVATION acxE 3/re.r /r MAW w SECTION A -A simu: 3/16-.1' 9a 1 , . le%mfl.mm L► e •L► . -L 14 MR 41,lei . . AMPIN MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (p./.T) L (ft.) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 V-a. 2 3/4' UNBOLTED . 1 � 7 1 1/Y WN 11111UOE I / , , J ! IBA iMTll AT Ig00 1 J/ INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES u ��pp0o�U pppppp 0 ` f // .7��1'•t//22'.BU6WDm _...._�/~liriW.i11R/tl[0 1 Hi151RHIlON d W000 1 d .aa0 I O, HIADIM HEAVEN TlhA.._._ T r �•, _ r' I I GLASS Aa KIaM IMIOx 1• M■. GLASS Pon LZAM m Sea tip i ,L- MK 1 LWIE MOR 1 BOAR) PARR LENGTH IKMGAG AA 10 I v . . ^I lftE IMGI[ 1 KLOW) 1 7 evl�a/aYt r ill i r CONE t HXINR. y/ax• W9a RUT 1 i j ' HRR • 12 1/Y D.a 1 I j NAn we6NR11 (eTYOND7 I I 1 4Y /Atom 0 r O.C.j'_-,.. Y TMOON • r G.c. DIIaI ` 1_ ; ---AOOOOO W/ STD) , 4 �' ' n MpwoiH i�;l! PLAIT &' MT r�Drno�OT '-----1'n4DW000 PAID I_. _ _..-. ---.- .YJM' S000 PUT WALL T10111 So Ug" PANEL wpm m1mm SCAM 3/r.1" VALE 3/S•.I" T u IHSWIATNS AM ONLY WLO TOR "LONG WIN ALIA. OE71aM LAIRSJGENtt!!: UP 70 +ft& -wPW AND PANEL'S LDQYH LIP lA W-r � I{' 2. RR HEW WOOD FRAME CN4OMIRUC"W WKUKRS TO K SOUTHERN .^"OIT('c P0R N0. 2. W/ 9eCFIC DENSITY OF OM OR EOIPL �K R S1 • r D.C. nlaAao r w000 I Z• MAX. PANEL LENGTH (Sm scmmuttit) [XMTRMc I► >aNwm .L• 11ox OAY >o aAi p , ►ART. LD16RM (ALE TIER 1 B[LOS) MH�1 ) I �a ( t/f�.•�M.6 w _T a• TMCOR AMOCO ,. ._. L 9' D.C. POURED CO ML on CONCRETE ■OLX IIEOIBA ! 11 • I ' I ■ ro N7 i INSTALLATION DETAILS FOR INTO EXISTING POURED TiWCON ANC/Ip16 • r O.C. OPTION CONCRETE #2 FOR LIFE OR CONCRETE SAFETY STORM BLOCK STRUCTURES TAPCCN AMOCO PANEL SYSTEM _...- 1}.• TMC{W N/CI,ORIi 00IICIEIEL: e►ocK Rf0{I® 1 CONCIIEOO�TE7EI \ fLtX2t RlOIORED 1 „OARED ODNCETE.am CONCAM at= lNth, IQ { 1 E.�.• ' e• I _ I � . I I I t.o I f � H MLiw A MIT , tr w MA. ■ ' €Ti�'dw T f1 H34TNfij 1 T I 1 d l4' .; W/ T/e1 . 1 i r0 I s• 7 I L 3/32 WINO MIT Yi-ElA51M7t�0 47 1/2• o.a 1 4' PCON IICRd TAAMC we" (IGLOO)OeMO �' .--- 7 tv . 3/32• W910 t(4• TAPCON AMGNORS ERq) N.S. W/ NUT wA'AtA i '---�i t ANCIIOIIe _ r/Y i p..... I _. WINO NlR WAWEIt (6�6�5"` a• GARCON • 4 1/1' 0.0 p1�pONOS[DOX __...OS Ot[ S� WALL UgUM INSTAL20" .. _... cON0561[ t1DCK WALL J ITLw k .I &LAM FOAM CoNceEm ..••CONCTE CONCRETE SEOCN WALLY !lam i_ -ON m/1plfTt 6WCN Reo1MIm ALLATIm LBSTALlATM CBEAM se2ME 3/6tt" SCALE 3/8•-T• SCALE 3/r.1• Ljff� SCALE 3/e--t" MR Is M K FOR ANt iK[ • ANo= TOPS - Vn% _W~ . A F I MOMS FOR IITAldlli WEO SOON tr MNWq OAIa■ 0.) + MPN AND 1■.IAAI AAHO. MIMC410e AIMO MAMA PON ME LM TW ON •■■M.■■.s OIII,M. IN) M IMG U A Mom" RR iD LSM HARM ewYAWe ON "T*L S RWo AI Do 11YAw6 w MO ON 1tC150uL IYATHE P.P rrl 0.-,� w P.1 N AKR 4 B� soma p� FO OW 1_ R M 10K OML&. IWR 1- = ORORa1B1 N K ILIM" _._... . 1._:/•Y.__._..___._ JIM ' M MIA a LM OPVTWA MD L N FACNII olo NDi K IJSAC LIMN a11AMY Ma0M0 .eEafa FOAL EIO ANGllal 7m ON ila SCISDME a ,/1'..... .. --__ _. u WALK._ NJ _vALLAi�oel SCALE 3/V-I' m1m, I. N61AiAMHS ME MY 1" FOR BULDIDS WITH AS.O, KS" LOADS W 70 ♦SSG, -72.0 PSI ANSI PAMELY LEHOM W 10 e'-r. 7. Fat NEW WOOD FRAYS CONSTRUCTION: W000 MEMBERS BIERS TO K 9DU111EN PINE NO. 2, W/ SPECIFIC K7RITY OF OD5 ON EQUAL 0 6' D.C. ' 1APCON B i• OA. "GANGED + • 1 T,,/4•A Ni�t T//22 MM1, 11RIGNFD WOEQ 1 11 P •`,. d WOOD HR HEADER %.' 1 f up to sum off sm4vxu ow aw IS) 1' iAa PARER ENGTH� JAIMAM OLAds ' I PANEL LENGTH � (SEE I OW) 1 4'P-2DA _ �• wINO (7Q NNm I SC ) ; NINE _ I � I I I I 0.� r.4• WOOiIAIF REOUM _ I', , I1 :� a/3Y WIND NUT IS(BEYOND) /14-10 PANEMew e e 1 4. O.c. W/ 7 110N r IWSNER MINMOMOTH Or PLATE AT T(1(1�✓ ��0LIFE SAMY PANEL JCEk,�f ,'� fcALE 3/e•1" FLORIDA BUILDING CODE (N(ah V t1ERM aacR' i E i I INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES �[�4 UPCOM ANOIDRS 4 T/PCON AOHOIO ., ..i Y O.C. i ` .i-f' O.C. • ?4uRm6oNawTcf`°eii' 1 I I ; i i t.0 • 1 ri _ -�%SYT.•S/a2' wNOT N1R BYIBHE1t WALL, MOURN OU"ATM • 6 1/4" O.C. ,.. d1. C9NCRETC 6LOCN RWI/AED GOALIE a/e•-1' ,0 >L TOA AW) W TYPE • � 1Wt tANN, 11 1)BE WA ON F I >PIMCMI PSII ■IQN1Altl16 IlID NOOa Yw All■KI 4TWsw w M IIRLE We0M1. IAIIAN ANUIR 1PAOeBf AND MA111AIM Ma TIN •a1..WWtr aT,■w Pt) N 2 _ Los THIN Ndt Ea L¢ 71MAN eRIOatO am " no W Sam" tEP AAP ood"L 6awOLW R VAC ANMso tlMLwN N E AK /i RWBM M F�aOLkO PAWINB. Ip'al OPq OK MORE. IIOUaTO ---- _.-._._.a-. .-_..._.._ ._i._... - ._�_.. wrzoa *NNW U" FACTO , WMla Nwr I yr M K LI THIN ~PA YIMLWM FIOIAla9G FOAL SAC" Namon 111E ON Wab some AE - ..._.. 3' a vr- - OFSKO1l ME'TEO VAL H•-Z NYIa SIdW PALLIER 4Y7ZTEf1 1 E-Z HUNG STORM PANEL SHOWN ON THIS PRODUCT CIA LA'TION DOCUMENT (P.LD•) HAS SEEN VERIFIED FOR COMPUwa IN ACCDROACC WITH THE 1020 (71h EDIION) OF THE FLORIDA BUILDING CODE. DESIGN ISM LOADS SHALL K DETERMINED AS PER SWION 16T2y0EOr THE AIM MIDIMONEO Coot. FOR AFOR A OIpE:T101NAUI15BY FAC10R KO -OAS If AND 9WLL NOTMYED NNE MANIMWI (A.SD) DESIGN PRESSURE RATNDS INDICATED ON SHEETS 25 a 26. IN ORDER TO VERIFY THE ASCA& CONDITION, ULTwATE DESIGN WIND LOADS DETERMINED PER AM 7-16 SHALL K FIRST REDUW) TO AB•0. DESIGN WIND LOADS 6Y MULTIPLYMC THEN BY 0.S IN ORDER TO TO COMPARE 7 ESE W/ MAX. E",O) OEM PRESSURE RAIINCS MGCATED ON SHIM TO Sr 25. IN AND ORDER TO VERIFY T49 COMPONENTS D ANHORS ON T IS PLO. AS ICS1 WERE NOT OVER STRESSED. A 33R INCREASE IN ALLOOMI STRESS FOR WIND LOADS WAS SM ISM IN THEIR ANALVW FASTENERS SPICING TO WOW HAS KEEL DETERMINED IN ACCORDANCE WITH KO S. 2015, STORM PM US ADEQUACY FOR IMPACT AND FATIWt RESISTANCE WO BEEN VEMM IN ACCORDANCE WRH SEC11014 1629 OF THE ABOVE MENTIOMEO CODE AS PER FIDWORKTION TESTING LAIOIMTORY. INC. REPORT ( 2032. AS PROTOCOLS TAS-201, TAS-202 AM TAS-203, 2 THIS SYSTEM HAS BEEN DES MED TO K INSTALLED ON THE OUTSIDE Or THE OPENING ACCESSING THE OPENING FROM THE INSIDE W/o THE UK OF A LADDER OR TIT. THIS APPLICATION 5WINO WHEN INSTALLATION IS INTENDED TO K PERFORMED FROM THE ASIDE Of BTRUCTVRE. 3. SERIES 1000 OWALATON IS APPUCIBLE TO SHGIL AND DOUBLE HUNG STYLE WINDOWS WREN WAUATION IS REQUIRED TO BE PERFORMED FROM! THE MSIOE Or STMIC7URE. 4. SEAS 2000 INSTALLATION R APPLICABLE 10 SINGLE. AND DOUBLE HIMIC AND HORIrONTAI SLIOF36 STYLE WANOOWS WHEN INSTALLATION IS MMOtED TO K W'AH'ORMED FROM THE INSIDE OF STRUCTURE. S. ALL Mike" EITRUSIONS TO BE 9063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE M(M) 0. AL ALUMINUM SHEET METAL USED AT CLOSURES SHALL NAVE 3105-1114 WAY. 7. ALL STEEL SHEET METAL. PANELS SHALL HAVE SAUCTUML DUALITY STEEL. AS1M A-453 GRADE W LIFO., GALVANIZED STEEL. OESIO A710N W/Fy- S6.S Not (AFTER ROLLED). 6. AL SCREWS To K STNAESC SRO 304 OR ate AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON WO,5 W/ 30 NI YIELD STRENGTH AND SO Mai TENSILE SIRENOM 6 SHALL COMPLY W/ FLORIDA BUILDING CODE 3EC710N 241 t.3.3.4, 9. BOLTS TO K ASTM A-307 GALVANIZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL WITH 36 kM MINIMUM Mb STRENGTH. 10. ANCHORS TO WALL SHALL BE AS FOLLONS: IOU 7DrK._ST • 1/4"0 TOWN ANCNOR9 AS MAMFACTURW tY LT.W, KMDM INC, (MAN. re-3192 PLO.) 1/4• P X 7/6• CIM-IN ANCHORS, AS MANFACIURED BY DCWWT INC. (ARM, Fe+3000 P.I.I.) Ito-10 PAWRMA7E FEMALE 0 A. PAMCLMAE PLUS ANCHORS. AS MANUFACTURED NT ECO CONSTIa1LnoN PRODUCTS. (ra-1350 P...1) At) MINIMUM EMOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL RE 1 3/4- ANo 2- FOR PAELLAYE FEMALE 0 ! PAMMATE PLUS. At) MINIMUM EMBEDMENT of 1/410 X 7/e' TALK-N ANCHORS SHALL K x 7/r INTO COWKKfl NO EMBEDMENT WD ANY FINISH MATERIAL SMALL K PERMITTED Z0­20 SS SIDEWALK SOUS USED SHALL BE LONO EROUCFINISHCASE M(SHOULD ANY FINISH MATERIAL EIRS7) TO EN3/4• ANCHORS. A3) IN CASE THAT PKCAIST STONE, PRECAST CONCRETE PANELS. OR PAYtft K FOUND ON THE COSTING WALL OR FLOOR, ANCHORS SHILL SE LONG ENCUOI TO REACH THE MAIN STRUCTURE BEHIND SUCH PAW" ANCHORAGE SHALL K AS MENIIIED IN AI) AND IN A2). _EAGT'K. wat - 1/4' P TAPCON ANCHORS AS MAINFALTURED BY IT W. BMW. INC. 1/4- 0 X 7/6- GUI -IN ANCIOPS. AS WMff nWO BY OEWALT INC. (FIT,-1500 P.I.I.) #14-10 PANELMATt FEMALE W AMD PAKILAATE PLUS ANCHORS. AS MANUFACTURED BY EL.CA CONSTRUCTION PRODUCTS ('-2071 P./.I.) i 0~ _ r TrTGv P - MWINA NUT w/ PptME` �"•'f3/3r G NNOV OR CC9N01lTE BLOg1 SCALE 3/6'-1' a 1) MIN" DOMMENE OF TAPCON AK3DR3 AND PNOUAWE FEMALE 0 At PAPMLYATE PLUS INTO CONCRETE BLOCX SMALL 6E 1 t/41. 9.2) MIIMLM EMBODIMENT OF 1/4-0 X 7/e' CAM-N ANCHORS SHALL BE 15 7/8• WIG CONCKM NO DIKWEM TIRO ANY IIAb11 MATERIAL SHALL K P[KMYtD, 1/4' 0-20 35 61DE3MLK BOLTS USED SMALL K LONG ENOUGN(BNOUIO ANY FINISH MATERIAL EGS1) 70 ENGAGE 3/4• INTO ANCHORS, 6.3) IN CASE 11-AT PRECAST STONEE, OR PRECAST CONCRETE PANELS BE FLUNG ON THE EIGSIVIG WALL. ANCHORS SHALL BE LONG ENOUGH To REACH THE YARN STRUCTURE MMnD SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN e.1) AND IN 11.2). (C) MICHORS TBER.K INSTALLED MUORMO ALL OF THE RECOMMENDATIONS AND 9PECFICIVIONS OF THE ANCHOR'S 11. IT SHALL K THE RS/ONSOt" OF THE CONTRACTOR TO VERIFY THE SOtPONESS OF THE STRUCTURE WHERE SM7TIER m TO BE ATTACHED TO INSURE PROPER ANCHORAGE.. THIS SIRRTER SHALL ONLY SE ATTACHED TO COHC M BLOCK OR WOOD FRAME BUILDINGS. 12, THE INWALIATSON CONTRACTOR IS TO SPAL/GWX ALL yeN7IM COALPONER E06C9 MAGI REMAIN N COMTIAIOUS CONTACT Will 7HE BUILDING 10 PREVENT WMD/ARM NMANON, CNAK AND SEAL SHUTTER TRICKS ALL AROUND FULL LOW". 11 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS WWAI D IN THIS DRAWING PLUS ANY SUIIOIM. LINO ZONING REGULATIONS PRONGED BY THE JURISDICTION WFEME POW IS APPLIED TIL 14, ATRIUM WINDOWS AM 000114 INC. It - 2 HMO STORM PANEL SYSTEM, IS PROW POpO. 1& (0) MIS PROD= EVALLIAMN DOCUMENT (P.E.0.) PREPARED BY THIS EHONFEI IS ODOM AND DOES NOT PRONOE INFO M70N FOR A SITE SPECIFIC CR I.a WHERE THE SITE C7NOIFIONE DEVIATE FROM THE P,E.D. (A) CONTRACTOR to BE MMPO *Wt FOR THE StUrTON. PURCHASE AND INSGLLAW INCLUDING LIFE SAFETY OF THIS PRODUCT BASER ON THIS P.E.I. PARADED HE/SHE DUES NOT OEVIATE FROM THE CONOf00112 DETAILED ON THIS DOCUMENT CO STRUCIONN SAFETY AT SITE B TOE CONTRACTOKS PiSPONSIStITY. (e) THIS PRODUCT VA"TIOM DOVM W WILL K CONSIDERED NNV W F MOM=. (a) WE SPECIFIC PROJECFS SHALL K PKPAREO BY A FLORIDA Rt=tMD ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENONNEEA OF RECORD CE.0.R.) FOR THE PROJECT AND WHO VAL TIE IRSPONSIM FOR THE PROPER USE OF' 7w P.E.D. EtOIEER OF RCS ACTING As A 00AUTED ENGINEER ro THE PI.D. ENGINEER. TALL &OMIT M THIS LATTER ME TIE SPECIFIC DRASM68 FOR PC," (.) THIS P.M SHALL BEAR THE DATE AD ORIGINAL SLR. AND !MINIATURE OF THE PROFESSIONAL DMOINEM Of RECORD TINT PREPARED IF. 14. STORM PAWL MMEWACIUIET'S LAND. SWILL K LOCATED ON A READILY VISIBLE LOCATION Al STORM PANEL w ACCORDANCE WITH SECTION 1100.9.3 OF FLORIDA BLALDM CODE. DINE LABEL SMALL K PLACED FOR EWEIIY OPENING. WEUND TO OOlPLV ON SECTION 17094.2 OF THE FLORIDA BUADMO CODE. _6-0 0 N CAI m 0 N ..._. U CL 0- c 0 O C .� to U -0 �- cn 0 O c O �-0U O W 3 R3 0 `� cu > ._ -0 cn E w Q cu .0- C,_ '^u VJ !Z Q C'V CV � r� e• Go Y7 L`N CVLAI C LYE .•P,t Aa cm w C7 A 3 M She, d RJ 02 G +p9pCC� A. 7 Y OA ,a COMPONENTS FOR SERIES 2000 & 1 OOQ E-Z HANG STORM PANELS 3•/24 1woraEeK mm I was) INSTALLATION RF-TAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM T' 4' 4 a ao `W ®¢� taK III[ 2 IaeM9 2'/24 ► 1' 4 tea RGT a eweq PANEL INTO POURED CONCRETE OR CONCRETE BLOCK P�« s ,-a/ /2 ra calaelKa+x AItXMItWil�t., r r Mm. oweaT AOODM WT4hMer w.. 1rQifi• I^-2b91•-^- or 1•ir. SoMej KE w ae )Iw'S - UK servo NI 6N SHOW b) i t• Kn. •aoiaMiM _ _-__ISIW (MALL WOTH} - __-.- - _._'_. _._. --, "?3S0' 1---2.591"-- P. 1 l OIW . 4.t�6 a V wuk>ba� p■■IpL \a I`^ .° " 4 a Ar► Ns 1 -- - -cn (E7ECINE 2-230' 1/C I , --1- -- 1 �,«,•,ls w�fwelAK}��.. w �' aor , 1•OWnWft �' :. ti ••f■loE. ,� 1 arara V 4 L 2,xo• 079• � ! _ . F -I I I I (� '� w• ( $ ::�� � ,. \v 4 � \ aasi t 77R 1 _ . -f-r __ _ ,. 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FaF I L_ -�_ N.�` S� l icu1 �aR7°°""�01 i a 7 f t S L._._`-_._-__-'6950•-... �_._.__.._._,_- .2)D fi._ ..- +. ,., _. a---p.470• '`a"S7• II i . . �.�1. . .. _ ._ _ .. -.. .. r I 2.470 ( I ...u. i 1 I■W a r ea I 5 1 i I Q STORY PIMEL 1 ....... .. k ... �) ( 1 S 9 1 1 t �2 REVERSED wh■ TRACK © REVERSED "U■ TRICK I �-°�" ! �a I ' ka T B �-RWOR ICHMIU Lw tvwwMR I L� 1pWREUMT R7P7 TOR LM1. , 4 4• 1 oN Bat 2a '�r PLIERS ENp UR I - } HN IRS ROrt . eE.OW ... _ r Na wllaE+E AMaaAk: st /ppROtk a' YAr T i/r t t/7•! JII'OD' PAr i ; nrp� i Alala kY i T + -� ` L-3•� 11 Z� Al (ppRCA1EO� R &AM 7IaN ro am& T Y W 1 10 Gum 1 W� Room V - _ _; -• .700- -r-� fG/FpA ORSEOR 'uW OM N R PMIQ6' I , E 1 EE , 'WINK. , W a 1 1 ((R 4WJP awlA g ' 1 .Sir • 'ACL H Rmk , 1, 01®w/ O„ ■•w�1 • ® •fto LAST RAa A�ImNWK� �NSALBO AT ytNA�aM Rr P SN N"MIN�°{W EjAOAIMKs r EA W t i ( i 1 �"°'"' lO.a• �_ IpAR E '•NBA Silt �l� RAM/OE' AURON P�'Ntl1O1'D 10'OK lee 12s - P tTI)or 10 U 11MTALIm R10M E-Z NANO STORY aL SYSTEM IIMSM or SiPWTC11Pw L 1 1 ! , r - f `D�• � r � ..-, i afWt . H• IaB[ IF ftAetuE. ivsr���.�Lr, ra � '� 1 .' •1 t•- ' 4: 3,»0' I-- -Ar/4" LI. ow ,/4. 4Ms. MAP , 4• M. WM �p[ 11I1II1It I Mr'i•7' ww � ` �t / 1/4• Il.a OAP 1 1 i ,. r 1 1 I"I' 1 ae 1 M J O.,L i BB f M r AIM ISOMETRIC VIEW t)E'TAIL A 2.am• , -_ -- 1 JN R } I i ROUNDED CORIK.R • FADS or PAIN'S 125E-' 6•®W/a'va®'V[� oa J --y� .�� O S.E�.�kA�N 6-B : END UP w/ HEWEQ mm ISO• AKAKI� �•. r �� � �/ � _.. � L -� � 3 w �■. I ,•, .: i w 1 (N.T.f) � -.. I �---J ) )' HOAR • 1 _cu `•-2.G00"--+ (Gyp.) ;-_._�._. _....�6• IIe... __..._ 1 ,; TRICKS AT TOP • PNdUWE PLUS OL 15' LONG f, 1 (4 • MA.-1 . (1 ). eF7SlnteN N tJ7LX t00fL E - Z NANO S10RM PANEL SYSTEM MIIISISRIIIO M PANEL ♦ i. w (.. I Rfer 0R , tElrpe q%r ' M �r W t■r 1L (1),BOTTOM W/ PANELMATM ([ SFAES 2A00: E - Z 144AI' STORM PANEL SYSTEM CONSRSTINC Or P7VIil + (2), ENO PANELS 9fAL1 ALWAYS K CORM TOE RD SILL WALL N MEANe O t Y-A:Op• GC GO r Rka r /mO 610,11,■� r/.1• ' " r O At.-.JY� © `./ 2 YAL 4I�RYAL I(.11Y. 11i(iLi rAIELWT[S OK. f USED /ELOND Q7 7RACEL AT BDRO1 END PANELSl. rr,MM y�Ib Corti. TR%CxS TOP a BOTTOM, "L.S malot NnMr //� 1. 4 �TAIAIL K PROVIDED AT TOP OF SUCH PANELS. �� 111 waR ROIKMIA pL OWAWIWO r�W.k • IY ae. V I (2). PAILS DULL ALWAYS BE CONNECTED 70 BOTTOM TRACK OTHERWISE A STOP BM t .NL a 1W a ■m 7R NOSH -TB AWm. ALLOY M O NM ORCOKNow am) /E�,�MEW�/• 1 , _24ra •WR0 TAPPED�(E)S& AS o �.WALIL AND ME125- (3). A ARE OD/ , �T/G gDT10Y ,RACK. EOM4RION $M AU. DGKSKT OR DCKFN D ON COTE (3) - - mnma �� TMPW tFNAICIt.I(LpOCAL (s). FOR GASES wMD/ FAN RAKf15 ARE USE IGNELr w/ } T " T�,® AT O 1/1 20.E 4 M.s. W 7 BYoI 32 TOED NUf OE t/4'R.3 4• MIT, THUMBSCREW IE 1dALL..11QiLNLt�NISi. I rllo aonoM TIDw a FIiTENOIS MAr At CIPHER Or Two fCIWE 3 r Ennm FIAT EEAIOES OF WO PANEL r M BUT END PARES ARE NOT SUCH PA 0 S, BOTTOM TRACK STOP B4R (4). a CASE THAT END RAMOS ME HLW C%: CMO 70 BOR10L IRAW V. A" BM a.OJ K PR01A0[0 AT TOP OF SUCH PANELS, aCNE 1• aMIME �,`y�,�� b d0.v lISEO M TOP AT LEASE 1tY0 PANELS SHALL 1O DM TR I[D TO WTOM TRACK () I" I VIALLAIIONS WHEN DID PANELS AHD SORT INTERIM PANELS APE OM MY ,�b � � , NW T ""' '•^' L MNOLBaEQ ro EMsr9D sX1 WALL MEANS a ONE 1NIEIOR RAND Y K LINED JOINTLY W tTMCK By, CAI AR BOTOY 1RACX TDOQ/fS29HILL �} SE BOTTOM 1R', MAY OCCUR d 2 PANEL LOCATION. w 7YD TOWN ON %SMST 4 ! E r Nln . E o 0 .{lr� rr1O a NOo�a lEmoR r:W A.WLISID SPDCB IDEA 11 MOTE (3) AWX IN 7UCN ME OORNECTON 0► ►AELS IRIDWII (5) SEE stteTDw ,•, 3' t .• oN s1tE7 &. EEE ANGER iTCHHEDUIF oN ERECT 23, moEiARa Iron iH6 1Mro6oR PARER uBEO r w tMI MOi FEED ro K WNIIEc7m M ANY MEWS. TRACK AHEDCERIP)T�/ SUCH TAT AQNCENT PANELS (W LET B TONE SIDE aF PING. HAVEiTHEIR OVERLAPS RETAMED ISM) N044167 3 '��CEN ' - FLORID+ BULDW CODE h Vel MLM►IaWM Zen6 L- 4 - - O TGIF r eGTmM MIUM.IkA aN K �167 FLORIDA BUILDING CODE h v NMrdearn Zor Q 1 (-- B, FLORIDA OULO NO CODE h YIN6a Hit cons ZOnm M ANY ww TO sw ANr McAp taw0a ec -I---.750'-- .KIN te36Me Me N0. 4 167 Now DOER. ■L 20 OABE BALVAM2ED STEEL STORY IANEL ® $'•, STATE OF 20 BADE DAILVANIZED STEEL STORY PANEL awaN Z : ATE OF ,•'� 20 OAOE OAIYANR[D STEEL SIDRY PANEL L-3' Iba.--L _-_.. ° ■' I• : = ,� ra . EIIM 1rn�Wa n/a/ARkk OM1R /Me/MIK Q 1 O 3.7(R�■iW1iAi ALUM. INtAE O stop am !4. ..L / - , �L �GO IMe PROTECTION PRODUCTS, t n °pE ti'•..F(0 (OP :; ' C� EKe. PROTECTION PRODUCTS, UC. �D fCxL�t/IY�•�i,• � L .WaAE aR �� �.wR D INN TMu'pNRK aM U.C. Z -n - aMC /l II" LONG +111 4p"mOHMMIIK-7er, (MOY►•6/a7 M'w•.. e. ,■r■'■ MIIIe 20-170 aN MIOW LKANo-7Br, Fat LKOFK-M 10-176 '�Sy;••.. T:,,,, An-x'il'.w., al-rH WAWG MR a%.ODWtk + GMMa Rn J tR 41 „ IINIAId Ra wLtO A A, Pl. BOBS-rJ Alum AUDY' M••' P•.'•1 ,�' W , •,•, A. /ON L u-aaTn RE 7GI/lsAaMR/oRTt Al P2. SOMJWOhwORUOaT �ty�M-a�EOUek7EI �NNIin A e` ATE WL16R A JI.. Ri r BQ/ D M M " BRN 74 a' IS441 LJL "w3MLAue-'A �ioE a - .+ .. - RRt f7 M fe ■ SHEET NO. SH 1.2 7•'>- II Il•' I 61 1A 111 Ya 1C OUp TON oONdt . 41,12M70 +ea0 -75-3 w Ole LESS a 9//r OOLUD • Y. A "It. 21e a vw N0.0. -7s3 w oil um 2 7/0' Gym • .' a 41W I CI�Ai1`1(WS'FIi6u iofid('oF MII[L ` •""^"• "� ""'^'"' "'°H` w rNNa A,AM .s.•. �.1 1..• ..1, 1 &AUTUMNS ANCHM SPMM FOR L D. S 1/2' •• MFY[ARB 10 0o1W■MTON Or �t wmw 1• a 043 PIIEf3{JR[ NA1M10 1. UPOOIRrN/. K-IR PWCLVM NRWI a R9lIMY PLUS N "Weem 10 "NoWn, 10 copmxm m Owe -am eQO. -16.3 Ir N/AN/A 12' N/A lr N/A I' a r (TOP) 70' ON LESS IS' !.*3•3',•6•J'sates '`N/A I= N/A _. N/A N/A N/A 12 1/2- I1' 2' (sorm Q r N/A 6 1/?' N/A ♦ 1/2' N/A 4 1/Y N/A 3' (10/) 12" R/A 12• N/A 9 1/2• , N/A / 1/2 N/A 3' (BOTTOM) 12• N/A 1?' N/A 12' NIA 12, N/A 4' (TOP) 12' 0' lY • 1/Y 12' 11' 12' 11• A' (BOTTOM) • LRCM TO ILO Pal. I.S.D. OCRO1 PPE MM MTNC, ASIX 04M At rat A"CNM raq A 9ACW0 MR sevaIA"m 9P0 HOOD FACIE M W& MNMN ANOWR WAD" AW WEAN mK o mm am IaKAtm ON nO SWO" FOR c.a IaB I" 19WAM ON own" "mum ANCHOR vmxe M YUL11lYMr fPAL'IYa r10I■1 WI 9DNImA[ N WIO 1HE ►OIL;MFAOIOq, ryI THIS WOW*" TO K P09BRL IIBNICan WV=G OITAHM US O TAM SHAU NOT BL USE %* ImAAN SPAOM 00070 FOR Col ANOIOA SIPS a Mac" Lww now rag UIO-N 1/41 1/41 01111-r IIk ANWmI Vmm N 3 3 3 IS In RWII■YAII- o<IwNI■ 100 114•AY 4 N 3 IS 3 I 3 3 1/2 2 I 4 ROdI -- r 140 3 , mif ILO 1 + HEWN M .. DISTANCE 1ErAM 101110AI Or PANTS 1 AND ® t0 BE. l/r 1 1 ++ 1l[OMAE W., tMYAHDT BEII■F[N BOTTOM OF ►AISL AND (1)To x 3/Is, 3/,r COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE t/2•t') 10.IW (TOTAL SA M) 12-W (EFFECTM wDTW _ - ,AYE .• J. ----4 I/NIL' (GYP.).------... - H f .STar .121y' 7m•'� _l10 *JM •�p' ,•N, 1 I I Oita It I/: ma I 1,aeo'-° ✓ 1fl�1 00 .1M" t I DA^R WOWAm) N 1 1 {. .I NCMaEp °mHili MIN. a � 8� h •' No S.S�)6• ,.ei1• �}'.I1 1. -�4 MRIIOI w IOIIBaI•a , .BILL'' gyp. 1.oYr • --- -- ORAL A ,.3w• STORY PANEL f t.iw• - ITN A A :.p00' Ai1E AI6a GYP, 1 i AMSUS SMALL WE MWW" ALM17 PROM LDT TO MW W/ I/e LED M DIN AT LUT UDC OF PAIR �2 "N" FIE/1DFB O3 WFa TRACK O4 ANGLE MAIN STUD TV. w n� °me 0m.) ENDMIWf/ Y La• I . pAUANCZED Sign r/ mDikwm /00E '{ 'S. rAMHR • 40.W ., ',D1p•2r9E0•D "= ''� t 40T r ete' - I 1 ( -© 22w - 1 IEOMMIC VIEW DETAIL A �,aT T .�.p... - 27D !-wHEL 1 OR ROUNDED CORNERR • ENDS OF PANEL'S _ M7 ' 2.37e' CND LP w MESSED EDDE. 3 5"nErAff, -1 �13e / I L east 1 M[A•E/ MA■A�r 1ytSMaep f n 3,7l0' D72• I 'al )•TO°' O 3105-Ni54 rO © KEY HOLE AT PANEL --. 7m• -. TITS' •SEE SHM I FOR AIDRIONN .790' Ala' UWAU Ifi R AEM LOOM IS 1 r. -.125• t__ ONLY WD TOR NawiAmr IRO f- I.2fl0• + - .775' O VAy:�`� A .,w_, WOw NWIDIUIILf. ,0]• IT AM 17W ` ...26Ae•-_._- ,-.,ir -- 12s' 2.000 KID. t m►) H O7 REV. WNW HEADER © "U' HEADER 3 ) j„ A.7w (T*P .-_._._._,• MOIL 10 S• Me.: '•'--__-.�. ® SL�E�EVE �t w MAX _ ?DDo __ 1 MUMS• _._.3.000•...]!4 AR9%, ® A i " • 1 / -- E EA.. !k/l L W r- .J 1' .•0e' f J ,�QO' .L--__ ..)s7s• �LP;: �CEN, •:'••' (LSE ONLY FOR WISTTEEA) WO-76ALALUM. µLoSTORM t PANEL _ I.I»i• 2.1 • ` P f ,.,m' olio• 2�, _. No. 4416T FLORIDA BUILDING CODE Non a VI,Ioa Hit ante zone q 1 x01 123 (} i PS, Mai. O t STATE OF `am A=k M. 24 UK WLVAMM STEEL f(GRY pun a�;'w, m SEOImNs - -- �•- �°' %9 A' /��I/AA� W/»A ero L MIN •'�• I�IRa• PROTE.. IN rYEEAYEfY HiP�ATG N6N0 LL M • C/ 4 Mao M<III�'tF<M16. m �pso,-M x0-178 1® R�UI�LMD.MNFEAT Arm © BUILD -OUT "r TRACK ©! ® WASNERM WINONUT .•+....� «� MI..W AP TRUZ (ZAMAC 3 ALLOA.•099N9 OLD •t=AAiNWYWFitaE IK A i Pl 1 • MQT T O N CONCRETE ANCHORS (SEE S0IEDRAE ON--� SIEYTS a nIROMmN IOTt COICIE][ IEWXff: '• INSTALLATION DET ILS FOR REGULAR PANEL C1� INTO POURED CONCHETE OR CONCRETE BLOCK STRUCTURES ALTVVM *ONO" (�E�SLYHE AES EDI O1 vW06 P001E0 CONCR� � lIHEEIi 9 11IIOUCM 10) OR ODNCRETE BLOdt KOUIIm. tt...a.A -ALTERNATE LLG i,.__.. ._. _.. ) CONCRETE ANCIIONS ._..-.._._., (SEE SGEOLAE ON BHIEEIB 1 THROUGH IO) -41 LAW- - ? PANEL LOAM SCHEDULE f ON SEP 3) MUAl9 II 1 1 � 70- of t• , MAX. 314 4 Lb I O/2• Q4 t L. CONCMTE SIGNET$_ _ _ OF WALL OR SW SSNNEETS B THROUGH 10) CONDITION) CONCRETE AuGaw Cm ScHm" B$mCES 1 THRO GHOM 10)--- xAut 3/h1• E.D. EDGE OWANCE NOTE FOR COYBWAlY1N is gErTl,us; (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE SHEETS 9 A 10) COMBINED IN ANY WAY TO SUIT ANY WSTALIATION. r = ,-ilCrNlI' 1L " NM H i Ifi, LL M GAIT • ,1 1/r GIG I 1 y'•i0•' 1 zRi,10 ILO. 1 V. I E CLASS I SGEDU ON 9HEE1 S)All SITS LLM 1 ' - pi fw NNt. V fame. ii+f liL:•� MISS POURIDD OONCR FTF 99WC1 _ RECUM. cONDIET[ ANCAD�yR19 L7a %11EDUILE ^Y SHEETS 9 THROUGH 1 hR TO MAN, WN OSEEM[ uuE 1A. ,_. (SEE SCHEOULE ON Low 3) 1 ""�11.%, ; { 0 ------ - L _--- -. t ED UD I SIMCXRBox 'L' VAX. CONCICTt ANCHORS 1--® (SEE StlEOULE ON SHEETS a rwoou t1 10) J . 1 /� b. { p 12 1/B' um MAX mmumW SNNC[)K f 1 4' O. VALID FOR _ CONCRETE NCII BLOCK EMPIC - i IC"Is R SHEENS. PANEL aOEEiLODIt - R[OUR®. t' MIL LORD µLOMW 9PAC016 • 12 1/r O.C. TABLE Ft ON 9N0[rt e r +bJ 11CAE 3/a.l' INSTALLATION DETAILS FOR SERIES 2000 & INTO EXISTING WOOD Ia•4 r 1000 E-Z HANG STORM PANEL (l STRUCTURES 1/4.9 LAC SCAM • 9• D.G W/ x �' \ we TICIaWII • oG. W/ , I/2' Y4.. IIIEJm(D PDETM1mN 1a 0{6TN0 1RIW IiAOU. r/ 2• plp 1 //2' W ,1AaA0E0 PEMETUAT1011 , AIJLT to ON FDO1 70 EPSW WOOD .IAKA. \` ` 1 EMI. /1�.1• I.Y.S. �! ._ 0m.,• SM.S 0 am Or �I�11 IRE 0[tK 1/24 a Iamw/aa• MIN OWA<A► Ly SOTS. "DIE a /WMaTf) i/i •�An tHf AT dIbt[ 4tmtl 0 OF 4 FUG[ At 9, m00 Ny l4-,O ptwmyg RLAO VJ( • 100 PttaiWAt10N • 12 • )I000 WWOODUITH.EOLI■IE0 MT 09 ON [DOH t. i""ALUn0113 ARE ONLY VALID FDA •ALOf1ES IMAM ASS. S EONS UP M .96.0, -73.3 W PAC PAM S LO OTH UP TO S'-, I . I FOR NEW WOOD FRAY[ coNsIRDDIXl WOOD M UdM m BE %011111014 PDX ft 2_ W/ vuvx Dow" OF D." on 19At SUSSCL SF[G,IOA AIm IEpMEHi1 TOP O 0MXAT TOP 0Ir[[ Itt[LL M PAEt COI4/CCTmHN ro TAACNS ® ON At II . BULL DN lam an 2O00 IMOMN LLlAT1VR ON lIDIT I t0F A enTrw WNNTPOS OM, R COINIWW N ANY ! WAV m GMT NN 0 0-MAM B : 9nr LPa TIy//y94'o• P 0• }tlIC HAIi Owgg [VIP. IF uWn 21:,L m nATPLOADm ?*" 12 t/r O.0 ■oNli /.- - 1' Not[ r S MO1 TWIG- NOT MOWN r4a C\ANIY POPrAv ELeNY ....... No. 4 3'. STAI OF r;;ti�i LAB Sam a 9• wK Tlwso m PMXflR1I1oN ITB6 BOOB •RAOP- A ,Yl-sues.. ^Ir EA END or C a T.L I/T. • 1IA'I LAC SINUOUS • r aG W/ to Comm wm NLNLVM Pod7fkRnM D4A1 t /Yh/[(Na/A'. NN Art ♦°I: TLC. IOTA FIYI-- [-� • OL Do of (w 01I SIN a /1 7' IRE 1HRctiHEp PfM7MWGN C D 1 r ma a Nr tlua GATT on ONrOD AI w still r0lff m! I No LUAUAIM ALTERNATIVE VW SCALE 1/41-11 4groo "Jim .Nc 20 GAGE OALVAND'.EA STEEL STORII PANEL v mww IN: GLO PIroTEcnoN �looucis, u� IL�"'�eu .Bm XW A W,ul r.«r•.P>rAP . w1t• a PT[: (E4.W. m A31 )M-TAM w: 4 NNe4 2oR0M-Iw1D7I6 ION-pmFHIII MMNY, WWI A Jra PL MIRI W M w i /4, 3/4, 4/5. 5/5 A 5/5 NlY SRiEi1E P LENGTH "0 SCNEDULE ONLY FOR REGULAR STORY 2/4 TW/6. 2W/9. 3W/7 k 41 S INSTALunw INTO mur" ETE CONCRETE ■LOCK t WOOD (t) -Y WIT- s1aTs i 1SCHEME IN -- -_.-- - r MAX BUGLE ..MELT Ci1tY� AT EACMI I MIN. • WNi AT TOP OIL MTIOM END 11FRNI TBeCEit M-(Y). A e m O e gent TRActEs_(I anCef • jppECT M-uwrEO AT ■Aral t2N0� D.M..�2 ,Q, 4 , rT'I-�-r r 1--r-r�-,-r-rY a ! r r-- T-r-r�-T-r-H-T MAXIMUM PANEL LENGTH L+` OR NL-- (ft.) Q MAXYMIY PACSSIAS IN11111 (P.al.) (• w -) coot" a ww0 IMAUATUS t 2a0 IJL-0' U'-0' no sr-w M I_-I- 31Do ST}.O AV -Po" to'-O' IBA 1411, IAA 9 s' wo &A0 6 r 11•-0" _ OLD __... ... B -O- •- A" r-R• _r-4- - rye• - rr:o r-r e1-10• aao r-a• rr r aio r-o• r-e• "� Rao - e'-9• e'-•r ei.o e'-r e'-o• MR 6'-s' a_ft'_ 100.0 e•-r 3'a nao - a•-r 1 FAO r e' ne.e r-r MAXIMUM PANEL LENGTH NL+' OR 'L-P (it.) 0 MAWYMM SSA. Pekes MT" 0.0 (+ w -) CONCRETE a w000 MMAATOW t ISO I!• -to• I f1=r !AO ASO I0-I0• e•-r Sao 9•-e IIIS" _ Sao JSO�� 1'-7' � �7• 111 6560 fae - 11-1. 0-11* ,SO - r-s- - e•-s' e0.0 ASS. 7-O' 6 =,Y 0.0 f-D• _ I' -I' Ato r-71 S-Jo- FOOD r_!• I�--r• I PAO - e'-11 rn.o -- r-To- r114 1'-e mmmm S[PAMION TO GLASS SFANmULE W M PANEL(N1) 00 [PEED 4 SM I WINDSP® > T70 ft" LIINOTRANm ,IES,RNNED IIWESIMVNED RESIIWIED >o OR LESS /• ,• •' 5 1/4• >13 tD tq 1' ,• 7 1/2' 7 1/2' >90 TO 145 ,' 1• 7 l/r ) 1/2- >TAB m IBL r r - 7 T1Y &MMIUM PANEL LEMOTM hn1 EOM A OWN, UMNITINO CONDITION TGP pIRf.C7 IIOIAIT T• HEADER 1U• HEADER I.r%, l• AMOLE .F., TRACK MORE[ N "F' TRKA DIECT MOUNT 4r 32• 37' 33' BS' w' SO• 4 15•XI.6' STUD ANXE Sr I 3r 32, SY 4r Y• JB B r iRACM SS 3a• SY 4a or w• w 1 SO' 3Z' Sa w w S9' tr ( 0D• 1 32• 32• 3r w ISe' Se' 4@hj I _tlIIj{ LRIBOLIED N41 PANELS -`LYE BO,Tm PAE1S w/ 4/-20.1' j � � 11 SECTIONS AS, r , (SEE MSEC SECTIONS A8 • EA OVDItAP I I D.M.. 30. ( , _ L -- o- --- ; 4' ..3 4 4 S S t 8 3 : ®org _-1.J ,...,.M• MIN. .. / 1' NIA 2/4 / . . 1W/!,/ xW/6. SW t SWUM (SEE SCHEDULE ON SEETs 6. ,O aL1).._ - REGULAR STORM PANEL 6) ELEVATION 2.Nr 1411 S. I/P mill. aw r DIN OWOLAP •1 WIE WALLY) r- DAL SECTION A -A N.TS. Mom D(1) l4: wMWKN µl ARE IALo WW FOR A °ROT POWN ASS. OEM LOAD. L- M•a iAlEl LOOM FOR A END/ KOATAE AS.O, DESIGN LOAD. (21 FROMM To *[WIN" WJM N PANEL LDNDTIR OPEN A POSIINE ASM, D1SM LOAD. OC1o1MIIE MAU" PAIR LOAM 'L.' FROM SCHEDULE. 1M A WOATAE SSA. 0!'SION LEAD, MM MK MAW" PAM MONTH "L ' FWOI 209VAL ;M MNWUUM ALLDMe01E PAHEL LDW" N MIA mr MOM M KTD MD PWn Utwom B[iN1EN v AD (3) SEE SCMU E IRLD• FOR WN. AANEL U NSSIS FOR POR090Y QUALIFICATION. xOTAlLA710Ns 9Lm wOm ARE NEED 70 s 99 P•u. MAX ASS, Dow PRBWIK RAT" 4. 10 A ,I FTRI MAX. ASA OfaIWU LOW a SIN. AANO. umm FOIL SPµSR 0 FLORIDA BUILDING coo[ Non High Welooftft Nurrleone Zoned * j'rA T :T amI nTEa eB 24 GAGE GALVANIZED STEEL STORM PANEL omm oe ' ' T• s1 L e. PROTECTION PROW% Uzi ORIOh R 7-�-_- .ABB Ba N WW LsF�'fs. /J �+'Iv .A r a tr a'�<. TaN■ wM[. A. mu "'4VAy� Alli •••• 6 / ••«. ow+�+-- woe oINXw-TRIM nw: DAERR■-9+w-�WANTB71bc 1 el•>a A 11W A, IL Seattle, I See •- >MIQI a w N INSTALLATION DEWLS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES •,- TA ' - 'T T T _.._.-, ;_- .-_Eml MI10N I t DOD 7D OAR WANCHORS (� �_.9GEDtRE ... _ ,p1L-fe.r 41 9cNEDWE ON �/4 6.L1DIT'MIi61P ■Rn E ON SHEET 3) { • , �� ' , -i 1 ' ['L-"li,-•i -- -_ __ -----...) PANEL ulam M000 / .. • ` w000 ANCHOR! .. 1 i (,TEE SCHEDULE D ,LWt: 4lEEi 11'LLE am ; ea SOX • /2 ', I - - { `'l am t 1 t100D �" �r�I I MAX , ; H i I� ED - { 11• MAX. LONO A AAMW SPACERS 9 12 1/2' '-®O.C. (SEE TABLE /i OM SE4gT 11.) 1 -L�-q•� IHi FOR f [ 1 i� I EEPAMIIDN 'A,;/ 1' MAX. � 11% LDNG YtEV6S.A/X7N5 To GLASS. I PANEL LFN- H PANEL UDWTH I (SEE SCHEOULIS I (BEE SCEDLIE (SEE SCHEDULE ( I . 1-IV111D MATE FDIISE O OR PANEL MATE p1 tLMtEI ON SHEET a) I- _ _ t __ ON SHEET 3) -. ' 1 �►faHr N ;k(-. i , I.,. I ELLS (TRY lodfEOUIL ON SHEET 11) 1a aa■Ar _ 0.IOUs-__hm I Milt 1 ! It i I ', 2•.4- WOOD..- 1 f..... _ �' ERtmH(�__ro mASS. ... ------ _._, ., GLASS (SEE SHEET !) PLATE REWIRED 1 1tFER I 1 SOME 3/1.1- 1 (D 50Y I.�--•' - , -1 •1? ,/Y o.c., SEE TAKEAI ON SHEET 11 FOR MAX. PANEL LENGTHS r - MAIL A3.D DESIGN FOR THIS NSWUATDN. i 1 OF V ED . �•• LOADS ,.�' 11 1 , 1 041 f \ i �, I; .. ._ I _.. WOOD ANCHOR$ :k* YIDffr 1 11 i ii • (3 w11FD1A[ lfA00EJE0 W/ STUD' Wk= ►A M IS, 1/r MOW In H TRI ITS { 4 >iIBGJt: $RI[E7 11) (1)1ritMLAWr W UBM 10 A 09 NMr WALOM tOH jr-r 24A• WOOD MIN r9w WBr R- rWltrxs s A He1WDwoY Fwl AN _ rG _ - PUTE REOLIR O 4 omm Horn Y Mo"= IN "Or I II. _MOOD� M% STUD 11 W. vOww x m am [mmMm 3 1 A. L •i I TILL' WOOD aN a YW m At ": + W ANO = a" THA OOrown r ppwWp�,, Mae IOW[ r A lS�AaGOtFD Ip" , PUT[ RC)OIIIIED I •- Y _ .,_ (SM ICE ON �Wn(a� AK p - Mpc Flub a4M1 R wVom rAAIMaIA At B I/r QC. vimo0Y1I1b WeM (MASS ■ A ROW6TIpM FROM ft I/r Q0. vm" Slow ON ,) ,I (1) i AM FYI FwOItE ,IMelo cµ wk 94 Va RVAL in" W Lava 10 w a AN OOMW _..:. 1 l ..._.._ • A ommmNN mm vimPALL LOAM ALB® ON DO W)WA $mr F IM LOOM a WALL YDUN1 OQI „) ty✓ M IO[• .O,Cbi►.a1M01atImL (D) ,INKY A14 9WOLLApL r DMY a II 143 1 W ba601 OWMW ON, At DKL K .amain OY Oro .N tXB11m WOOD [HIE [WL SCALt 3/0-1- B BEfNWmM OF I ,/r LOAD we= M IO OLV ALTERNATIVE T W ,ARID NO Mm m0 1. 1 MO a A0 OOmw M am { SCALE 3/0.1- H) ■OOUAWON MAIM ONLY f011 IOW Eµ� WN E1119 AN THE SOO (MIA Mao O M RAM% i].p A•M[ �}Ea A. Nam. �!?�VCEN '% FLORIDA BUILDING CODE Non High Woa1 NMMNfOm zone) N= FOR cOIMNMLTY]TN OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. No, 441HT 'ojD XM06 AK- 24 SAID[ GALVANIZED TORT STOIBI PANEL TA' DESIGN PRESSURE RATING (p.LR) AND PANEL LENGTHS * * : * O9rNN Bn TOP A BOTTOM MOUNTINGS CAN 133E AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR _ W/O/sm COMBINED IN ANY WAY TO SUIT NWT ALTERNATE 2W) 7$'% STATE O I Q IMB. PROFIN PROM)C f u'r" OA[: INSIALLA71ON. O ., FjORID AM SIN. 91 WNW 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD S;••... �'"� Wpw)w rY a 30lBN)tBB.a7n 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC /. .•,re .,tt:e.4r DENSITYOF 0.95 OR EQUAL,MAN[ awt:1BA, r2- WARM ft11R7 6 v it GB40ML NOTES RILL^irlr.��lw fY�Y Et ,W1s t�< 9Yilk CC)Fit rb00�1�(�•3mLF'r DROTY a - D.S6 1"Ji. 1. STORM pAN11. SHOWN ON TIPS ►ROOSICT W7ON (P.FA.) 00(XIAE)IT IfAS BEER t/[itP1[D FOR fMMP11ANCE IN MCCOROANCE EV11 /4'6 TAPCON ANCHORS, AS MANUFACTURED W I.I.W. BA JDEX, NC MAIM INC 10110 (7N EOtTgfQ OF THE FLORIDA B1eL0910 CODE 7M$ STORY PANEi BFW1. N01 BE wS1ALtID AT 19pN - 1/6-10 PAF16W1E FDYLLE 0 AND PANELMATE PLUS ANOOM AT MANUFACTURED OY ELCO C wm6 C•TON FROOUCTS, V[SDptt HURNDAIE 20N[:9 (MAW -DAM / 1R0aw COUNTIES). - 1/4.0 LAG UK W8 PER ND-S, DESIGN WADS L BL , OF A BASIC MWO WAD SINµ DETERMINED PER SECTION L09 M ABOVE MENTIONED LADE. FOR - 7/16.6 . 0/B' TIDOO BUSHING. AS DISTRIBUTED By AL POINT SCREW, BOLT a SPECIALTY m. FOR SFQD AS ,EWWm M THE ARtT3DICION WHERE STORM PANEL WILL BE INAAIID, NO FOp A DAAYC110NALTY FACTOR H KO -OAS, U SM ASCE 1-16 AM WALL NO EXCEED THE MAXIMUM (AS.O.) °ESION PRESSURE IW314S wDICAIEO ON SHEETS C 1) ONM1R1 THREAM PERMISSION INTO WOOD Of TAPCCN SWAM SINLL BE 1 1/2• AND 2- FOR ELCO PMIEUN7[ PLUS 3.6 THIRU 12 A 17, 14. AND ►ANEIHEE FEMALE 0 IN ORDER TO AEOW THE A104 CONDITION, UUMATE DESIGN AM WADS WDUWIED PER AS" 7-14 SHALL BE FIRST REDUCED TO Aso, OESIRE N "NEMRATING BY NULTPLWC THEM BY DA IN ORDER TO COMPARE Imm W/ MAX (A -SO) C2) WOMUN THAEAM PESETIWTTON 01 LAC SCREW. 01110 THE WOOD FRAME UNIT 94ALL BE 1 1/2'. NO THREADED DESIGN PRESSURE MTI OS 06D0rA1[D ON SHEETS A 9 TrMU 12 0 17. 1/ PENETRATION INTO STUCCO SMYLL BE CONS CRU) AS PART OF THE RDDOM IWKAOED PENETRATION IN ORDER TO VERIFY THAT ANCHIOR" ON IIS P.EO. AS TESTED AM ROT OVERSTIESSCD,A Sax INCId11fE N ALLOWABLE STRM FOR WIND LOADS WAS VZ LAW IN IMP ANALYSIS. FASTENERS SPACING TO WOOD HAS SON OErOWNED Of C.3) MWANIM EDGE DI'STANC[ OF LAB SCREW. IRO WOOD IRIS L K AS MOK AYM IN MIS DRAWIIO ACCORDANCE WIT" N.MV 2019. %TOM PANEL'S ADEQUACY FOR IMPACT AND WINO RESISTANCE HAS BEEN VERIFIED IN AC ORWCE 01114 NOMA 1609.1.2 OF CA) U9MW Pop,TRA M OF WOW BUSHNO SHA L K 3/8-. I/V 9-20 SCAM USED TALL. IM 1 1/2- LONE MOIMNUM THE ASM MENr10NET CODE AS PER AtAERCAN TEST LAB OF SOUIHI FIARICA NONNIS #01114.0T-01 AND /0219.02-09. AS SHOULD STUCCO EXIST, AND 1• MIIMNIN FORT WNAS MATH NO $I=, PER SM 1?+99 a AST11 E 330-02 SYMDAR05, AND AMERICAN TSSTINO LAB SOUTH FLORIDA REPORT /T123.01-10 AS PER TAS-tat AND fA5-203 PROTOCOLS, AO AS PER CALCULATIONS PERFORMED IN ACCORDANCE w/ SECTION lea a M C9) IN CASE TMAI AEGLSI fTON[. OR PR[F/tS7 CONCRETE PANELS, SLEETS OR WOOD WARM BE FOUND ON THE fW4IND WALL. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND RICH PANELS. FILOIHa BUILD IG COOS ANCHOIAC[ SWILL IN u W"ONED IN C 1). C 2) It C.4) Z. ALL ALUMINUM EXTRUSIONS TO BE 0063-TO ALLIYY AND IENIdt. (UNLESS OTHERWISE NO1ED), SEC SHEET 2 (0) WIENERS 94AU AT INSTALLED FOLLOW-@ ALL Of THE RECOMMENDATIONS AND SPEM MIONS OF THE ANCNOR•5 IAANUFAC1UI11I 3 ALL ALUMINUM SlREI METAL 119FO AT CDWIRFS SHALL WIVE 3106-0I4 ALLOY. 0 PANDA MAY ALSO BE INS'MUED NOINEOMALLY FOLLOWING INSTALIXON °[TAMS SHOWN ON SECTION I THROUGH 6 (SNIEYS . 4. ALL STEEL SHEET METAL PANELS SHALL MADE STRUCTVRµ OUMIIY STEEL. "'U A-653 GRADE w MANY, C-w GALVA IZE THROUGH OOLY9T THAT HEADERS® a® S1WL NOT BE USED. STEEL OESIONIATIGNI W/AL'. 92 2 M (METER RO(AED). 9. R SHALL BE THE RESPONSIBILITY OF THE CONTRAOTOM TO VERIFY THE SOUNDNESS or THE STRUCTURE VACK SfIR7EA IS TO BE 5. ALL SCREWS TO RE. STAINLESS STEEL 3a OR 318 ASR SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN���0 gISUR[ PROPER ANCHORAGE. THIS SHUTTER 94AU ONLY K ATTACHED M CONCICTE BLOCK OR W000 FRAME wolfs W/ 51'X1MI 0 1.1 D STRENGTH D w W GTH TDOLL STRENAND SMALL COMPLY W/ FLORIDA BUILDING COOS SECTION 241 S 14. 10 EACH REGULAR VM M TUNNEL WITH LENOTW OVER 20'. AS PER SECTIONS 1, 24 4. 5, a AND ALT[iNATM9 1W. 30 A 4W ON SHEETS 4. 5, 6 a 7 RESPECTIVELY; 94AU HAVE A LEGIBLE AND READILY VISIBLE MMOIWC OOTRUCMm MMER OR TFNAM TO 6. BOLTS TO BE ASTM A-307 GµVANM STEEL. OR A61 304 SERIES STAINLESS STEEL. WITH 36 LAi MNWUM YEW STRENOTN SECURE PANELS WITH APPLICABLE IIFNFORCEYEW OMC PEN= OF HURRICANE OW" 7. AN00RS TO WALL SNAIL BE AS FOUDWS-. It. THE INSTALLATION CONIRACTdt i4 TO SGL./CAULX ALL SHUTTER COMPONENT E°OES WHICH REMAIN IN CONTINUOUS CONTACI WON TNC RACM TO PREVENT *SITE/RNN wnnrAm. (A) TO p�IsilNc POLIRtn [lI1CREIS. - ,/4'9 1MmN ANCHOR" AS MANUFACTURED By I.T.W. mAOEL w (w. I'<-3192 Pe...) 12. STORM PANEL MWALLAtION SHALL COMPLY WIN SPECS INDICATED N THIS DRAWLED PLUS ANY BLAMING AND ILRMD REGULATIONS - I/4. 6 . 7/0• CALK -IN ANCHORS. AS WN6ACTL111ED By OEWALt INC PROVIDES) WHEREOES) BY THE ACTIOWHEREPERMIT IS APPLIED TO. - //4'9 . 3/4• SOLD-Si'F ANC/TOR" As °ISUBMIIED BY AS POINT SCREW, BOUT B SPECIALTY CO MA. FL•SIRO P.S.H.) 13, PRODUCT (a) THS PDUCT CONL ATION DOCUMENT (PR (PLO) PRI PARED B7 THS DKIR IS OENU"c AND OM NOT PROVIDE INFORMATION - 14-10 PANCUMATE FEMALE 0 A MUATE NDPLUS ANCHORS. AS W^FAC")RM BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROAM i.e. WHERE SHE SITE CONDITIONS DEVIATE PLOY THE PLO. - 1/r6 ZA AC HALM ANCHORS. AS WMAAMPED BY °[MALT. INC. (0) CQWRWMR TO BE IIEAPO6ME FOR THE SIDECTION, PURCHASE AND INSTALUTON NCUIONc USE WM OF nos PRODUCT A T) IAPCO" ANCHORS W'10 POURED CMICJIEiE SHALL BE 1 3/4'; 2' f011 [EGO PANEIWIE AND BASED ON THIS e.E.O• PMMDED HE/SIN[ DOES NOT W^TE FROM THE CONDITIONS DETAILED ON ties mxu%ENT. CONSTRUCTION SAPL'IY AT SITE 13 THE CONT■ACtOR'S RESPONSIBILITY 1 1/4'U OR ZAM C IL 1 3/4" FOR IAMK NNIIN ANCHIOflS. A2) CALX-N I,OLO SOLO -SET ANCHORS SHALL BE EMBEDDED 7/0' INIO THE POURLD CONCRETE NO EMBEDMENT INTO W THIS PRODUCT 1\NL00il10N DOCUMENT WILL K CONSDEREO AWNUD N MODIFIED STUCCO SMALL BE PMAMW. Ile 41-20 SCAEAR, UM SHALL BE 1 I/2' LONG UNMUM SHOULD 51VCC0 EXMI. (6) SITE Specific PRGI.CTS SHWA fE PREPARED 0Y A FL.ORDA PromPED Ekowm OR AYwrcy WHICH WILL IEFAME THE M FO Alb t' MMU R WALLS WITH NO STUCCO, AND Mat BE HEADED SCREWS OR ALL THREADED SCRCMS W/O HEAD, OCKM OF RECORD (E 0 NND .7 FOR THE PROJECT AWHO WILL SE RESPONSIBLE FOR THE BUT WITH WING NR• PROM USE OF THE P.E•0. 04GWO OF ACCORD, ACING AS A DELEGATED 04WA N TO THE RED. EINI.TNFEI, SHALL SUBMIT TO THIS LATTER TIE SITE SPECIFIC MORES FOR AMR. A.3) IN CASE ISLAS PRECAST STOLE. PRECAST CWNM PAMLS, FWVDIa, STUCCO OR WOOD BOARDS K FOUND ON TWE EX,SnI.G WALL OR FLOOR. ANC"M SHAL.t. OF LONG FMIOSI TO R[/CN THE MAIN STRUCTURE BEHIND SUCH PANELS. (4) THIS T.E.O. SHALL BEAR /NC DASH AND ORIGINAL. SEAL AND SIGNATURE Of THE PROFESSIONAL ANCHORAGE SMALL BE AS MENTIONED IN AI) AND IN A2). ENOEETR Of RECORD THAT PREPARED IT OA MJ395DNI1. CQ1=E ASni C-m 14, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VSIILE LOCATION AT STORM .Am-wmA - ,/4• IS TAPCd/ ANCIIDIIS w IWIUFACTTJRED81• I 1 W� BUIlOEX, INC. PANEL SfUrTEA N ACCOROMiM WTH SECTION 170a.14 OF FLORIDA BILON6 CODE. ONE LABEL SHALL BE PLACED EVERY OPOImO lA6ElIN0 TO COMPLY MA09 WITH SECTION 179.! OF ME - 1 /4. 9 . 7/6' CAA-N ANCHORS, AS MANUFACTURED W U[WALT. INC. FLOR S �LDING O • - 1/411 X 3/4• SOLID-20 ANCHORS, AS OSTROM BY ALL POINT SCALW. BOLT A SKCW.TY CO - NIA. 10 PANEUATE FEMALE D AND PMWD ATE PLUS ANCHORS, AS MANUFACTURED BY CLOG m1iTRUICTION 1111/ - 1/l' 6 TAIAAC ft-AM NICMOM, AS M~ACtURED m DE I. INC A. ON 'vCEN :TAUS MINIMUM EMGLOMEM O' TAPCON ANCHORS• Elm PAMELMMES AND 2AMAC NAJNN ANCHOR, *(TO THE FLORIDA &11LDINC CEDE Non High V•INH9I NIAf1C/m• 2oM ROCK UNIT SHA L BE 1 I/4•. SLR 1.2) CAUI-w a SOLID -SET ANCHORS SMALL BE EMBEDDED 7/r INTO THE CONCRETE ROCS UNA- NO 'I9(p44 NO T �1W0 ~«P' "L 24 DACE rAALVAIIQED STEEL S109M PANEL OMw M, TTUCCO SHALL BE PCINIXt .. 1/4• /-20 SCAM USED SHALL BE I t/2• LONG MINIMUM SPOUID EAST, All I• MINWE M FOR WAILS WITH NO STUCCO. •p STATE � LTE C LOBAL PROTECTIWI PRODUCT[, LLC. wm 9••• !. B.a) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS % - `ORI REACH P •.. - _. '� O MI. +Fro F,R 11 0K n.. Sur 2O-173 N IE ExlsnnG WALL ANCHORS SNAIL K LONE DHNXRPN TO THE LEAD sT1aICT0RE LEHNMD SUCH �• ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND IN e2) F/oNai �VLN ...�LA' . - HIV -� '�IBM w WE I4N)1■e-714►MW oaN.. e7H �A M.. ANIMt11 rl Sf.N/RW91WLA[/WIRfiw A .Y.MPt MTO I wit COM METE ANCHM (SEE SCHEDULE ON - CONCRETE ANCIIOPS_ (SEE 91CIEDULE ON SMELTS 0 THROW" L • • ; I • L :all • : • . JOIZJ al • -•1 : , R2EDWE - __.. _ • 1.• Mom - PANEL LENGTH I (SEE SCHEDULE I ON SHEET 3) _ ,r OF �- :- I T 1 MAIM n W •■, as -W'142,111 to ® I •-ICI-!--LOLL ,/4•-mw ILL al At an _. _..._ • 1• Afn. >•. • ,2 1/r Olt ALTERIII CONCRE% ' I�_pBSilm TN)URm mNc1aTE ANCHORS OR HANCIIETE BLOCK REWOI (SEE SCHEDULE ON SHEETS 9 THWAM 10) 9uAE 3/9.r L0.. EDGE DISTANCE IJM (SEE SCHEDULE ON TOP A BOTTOM MOINOS CAN BE SHEETS 9 t 10) COMBINED W ANY WAY TO SUIT ANY INSTALLATION. ANCHORS SHEET 11E B(SEE somax" ON SHEET 3) I.. ...-..N....�IR 6 1 _ !.. ... PANEL UD*7H 1 ( E ON E7Ig11Ni.11 i ! i i SASS Y I Soil ' or IV VAX. A M"f 1 i i w c`�iElt ; • 1� I/2 o.0 OONCR stock 1 1 i I CONCRETE 11 semw ssNDTs a Tmvuc;mOM ID) 3/SI i ------- A. 641NIRM10N I 1' W.. (SEE SCHEDULE PANEL LE1NM ON scMEoui)e i - (sEE SIC mIAE --L._._ ON SHEET 3) I 1 pl� , .,. -' n....� APPLIfJBIE);. O-ECR61E SNEERS .._. V (SEE SCNEDIIIE OM SHEETS 0 TNROLMN 30) ' W/O ONLY WWI 9000} SETA USED AA POURED AM DM/ Wt1EN .-..= ACQUIRED. PANCUA ARE JI• • ;TAM L1 !�•fli•i: �• INSTALLATION DETAILS J 7 FOR REGULAR PANEL �i INTO WOOD 1E0 I Ee'I Y' -® `Ill -• .' �D HONORS (8[E SCNEDIAE ON ALTERNATE WOWA11OIQa)L (SEE SWEaNE ON I t• YA. - 411' NDI W/IY HIfO 1LLarw on / SHEET 11 SHE[t 11 �. } _ r1 .✓ r"01r'm,'` •• ' 1Mo. -7---'- _� W000 IIEADELI_ RLOURWI- T /' __�.__.. __M NO/9 p� 1 1 MOOD METERSsew ✓' y' I \ 1 • I (sa SCHEDULE ON t11 11) i,9nSti+o,.y,•��I9 j 1■ w 1 I MIS. so%rxm To » II f i.. ,' tr-� -- N1A1tM•'I YNW E•• (SI'1 SCHEDULE [ OM S I L 1/.4.BP1• v a A� PAM LENGTH M roa 1 .L• �,Ay PANEL LENGTH LENGTH (SC SCHEDULE i LOOM 001 7•eT ON SHEET 3) II 1 7 •.•. tf .111.'.Y I1 W NOTE FOR COMBINANICIN OF SECTICM: 1. INSTALLATION ARE ONLY VAUD FOR MAX. A-S.D TOP A BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING ,LPL) AND PANEL LENGTHS COMBINED IN ANY WAY TO SUR ANY AS PER SCHEDULES ON SKEET 3 INSTALLATION, Z FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSRir OF 0.55 ON EQUAL. 2 PEA))~. { 0 MAX, /r IF • 1/r QC. ��,8000 ANO01pRS 9�EY1 T9C1 M11E LR/ C/) m O a � U 3 N CL Q C O O C .c cu -6-0� "p -j 0 VI C BOLL 3 O .� 02 L- CL L� � ^ �' /^� V J Q 4M ✓ > f LAN Cz) U �j r' [= U C nH N � N Q CO C14 <DI � ]C cC r- .fir Q LT7 � . d rl LO T a. GL xzi 0 d U ti cn 4-9 W cu O 0- C U cu1..L O CD ■ B� V cu LLl = Q Z Z Q J CL SHEET NO. S H 1.3 11111111111 1d11111 IW� iLe1v i _ l u, a..L. W ,END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES6 VAUQ FOR REGULAR, UFE vAIaED 1 ® Q OR .oao r ., r A ar 31m II_„ •�1, 4 ,A W 8AM", AUDP Bart. RULE S McL'1 PIEati eD !-2 1/r - tAPOd1 • f! O.C. 1• i POUM aaacaa.61ocN a r.4• +000 i tA�1 DANa c a work G� L 11/MOMI i t/Y a4101, tIt1NMF Lm IaavLON Q • ,r oA 1 :. r . ms a ..... ^ •� S IY 2• ° r . COMI. l 2 1 •m10DRM • \J l n>7 y,• Qt _( i ��•�••���� 310I-11/t. SM PVJ Ma cO cnm Ommw TMP t� 1 fT'•I ' pLaK Da 2W WON nwc '} © bW1Ae 2 tit' -j !' .• i 1/`,2 J ALUM."ML /•• • WAL '.' . 4• ..ow • ,Y tic ),m-•,14 al 4093-n ^MW R/.MCxMN t+ Ah- MIOLc CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4•-1' WALE 1/0-1• SCALE 1/4'-1' SCALE 1/4'+1• q OR P01Rm COMdITi V. I O IIIM As o ARD ($ 13I roYIRo�D x[f[. _ 1---i-�f•��1 +l3► 'K7 mOR rl.Eatc� t 70�I0s1P r amomma ' Y2RwA[ OII�sQ7Es. r..(MOT. ►BELL OVERLAP BEYOND 2 PINY[ .eyt IMp.W ; K pPlpr,[ i Loa it) OPENING 111117111) eaNalEtE mRlmne MMLOU ac 1 - OR® H 1AYat3 j .© a �Iea PWiAY rL n INNS W r IIa 1 111" (Woo art ve FANEIS ' it . ao. CISTANCE T 1 I++••) CASE G (PLAN) �•a A:.r!4/r •F-7� SDU 1/4.-1' Wdom ,AR e r = 3 u VALID FOR DOW MGM INSTALLATION ONLY a �' sF•••';" • CERTIFIED PM& INSWATION AT WADS N/ ND. 44T67 SULFATE LEVEL VMNTIONS WITHIN 3/4• FLORIDA BUILDING COOS Non Y*WW NurAooBe Zone CASE E (PLAN) CASE F (LAN) TAIT .Rm 167Ky INC. 24 "K oALVANCED STEEL STORM P,a(a '3 SCALE 1/4--1- SCALE 1/41'-1• �4. `'•. f[OR10�• aMW In C 07, CLOG& PROiEC' w PROt)IJ m LLC. a I I LIE Wlx •A41 N Sep sa I v Ow FL Ali 20-175 f 'ti'Ff! 1\i pR aIK-1yP � un MOM M4)M-f[M FNI. CMNMP a7R W R. G-OOM7t.4197 Ps aN/ldL.teM/00E ►_ . flRl a a ,1 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACLNG =wriDUL FOR REGULAR STOP PANEL M INSTALL •TIONS INTO- WOOD_ STRUCTURES (VAUD ONLY FOR PANEL iQ INSTALLATIONS AS PER ALTERNATIVES 1 W THRU 4W, ON SHEETS 8 k 7) MAX. A.S.O. DESIGN PEE RAT" (P.a.i.) M MOM ANCHORS 7PACRW MR LO. - AS SHOWN ON 11HEEtD 5 e 7 APp D" a ANr CA THEM MAt06LM PAIIa Tt1161M 1APCON LAO SCREW PAEILMATE F[MAE D PANDWIE 1" eDOO BUSa116 1r Ir Ir Ir W ) 1J _Ir IJ' - 3 r r OIaI+mQ 6 l/r a I/e 6 1/r 6 1 It a lit'ITT (TOP) -r e e t/c e a 1n• 6• 6 I/4'_ - (eOTr.•i- ( - s'-w OR L ESS __ Ir -_ — s e e• MUMM) 13• ,3' _ --lr _ lr 1Y (ram +4Va cpp 13" _ , 13•^ Is- ,Y 13' ,r ,r I3• 6 n 9 colon 1r tr lr Ir r IW (ban" a 11r a 1/2, a //r a lit• a in' (TEA) e 1/4' in• 12TO 0 1//' ((bOffT.•) >D'-0• 4^ 4 lit' rit' ' '- -- ,r Is- Ir a l/r • SEE TABLE iT FOR MAX. AS.O. DESIGN LOADS a MUL PANEL LENGTHS BRI N SPACER ® S I=. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 MAX. A.S.D. OCSIGIN PRESSURE RATING MAVMN ANCHORS SPACING FOR LO. - AS SHOWN ON SHEETS 6 e 7 APPLICABLE TO givovzm O�pl,a, OF THEM UENGT H (it-) TAPCON LAO 50" PAMFEMALEaa PNWIAWE WOOD fmm" or 13• 1Y Ir IV ,r l3 ,r 13' a' IW UDIrDIq eP n e nt ' •, n e t • n 6 I n DaP) - _ - -"- 6 I/4' l2 I/r L 6 1/4' morl,•) W-W _ 7• "- n 7 1�2. _- r. _. '-' - (rah - TOR (BORSHT Ir 1J• 13• ,Y or OOP) 446. -46 to +7a -7e ,r 1 --- r + Y is' or polraij ,r ,r 13 1r 1 r W ,r it ._ 13" or 6 1/4, 10 Mot") e 1/2• 6 1/1_-- a ,n' I a 1/2• 1 a lit• (wi 1/4• 12 I/1•- 6 1/4• (p071.•) TO , 7 1/1' - (TOP) T-!' a 1/2• r 8•_ - SIN mmum) -•-Ir D 1/2- -to' lY 1Y ,r • SEE TABLE /1 FOR VAX. AS.O. DESIGN LOADS al MAX. PANEL LENGDS MIEN SPACER 0 IS USED, C0IRRE5'PONDIR: ONLY TO NAWATE 2W ON SHEET 8 TARE li A A.SA COW LOAD M PANEL LEHM 40 PSF OR LESS a'4' > 40 PSF TO 50 PSF W-2• > 50 PW TO 00 PW W-10• A MAX. PANEL LENGTHS ARE ONLY VAUD FAIR INSTALLATIONS W/ PANEL MATE AMALE ID OR PANEL MATE PLUS ANCHORS • W/ S11aNANQ� 1/2. O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL (f) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES /.•. TAPEgN __ 1/4-0 TAPC011_y_-; �Fo11,IED ANCIIDR a B' 0.C, CONCRETE B�l.0011 ANC1ap • Y CWMCREM BLOCK TIEORRFD. WAN=.{/9�� I _ ti/ I .. -- 1 I.. m a PANEL m (SEE [LEwmm ON OWU 12) V2 LOA ROCN I _fir �® R[OUSaD. I � � e t/L• Y 1/410 ANCI+DR As is , o IS. in "M 1s a n Nall Ra•aO TYPE 41 WAMN pirv"om I00 II= PROS DALO Ma MpRAR MOM MOM Ma MUM Eoa OWAM AM ov"U ON its IOaOULL FOR LD. I= "m NOCam on smm u AMID[ AIIOOR SPNM M 4AA3BL"m - -1 OHM am scmm i w M Fo nm FAUM M FOR 11K OPOLO N to R RRRKm ram olpmo I=a new Sank will K LM 1114a wMMA a/CMa **UFO FOR EACH AM= 1171 am im SCHMML AnaR 1Wc _,r' wpm , ati maalA kwm wo mlp 00 3 3 -MMpmaa m"••a Bti 3 3 MK ■S e1eM■ aloes -- u - EATS - DOSIIIO ►VI ICos ; COMORM PFO RIND BLOCK I/v. MnN[LMATc ANO10R (pEYOMC) WALL WN WAX A04.1 �"" 1/r�lRn• . 1• MAX ----;�- PANEL tnw,N Ir I_ 1 1 • 1 eKYPIM FLORIDA BUILDING CODE (VALID ONLY FOR PANEL (D NVALLATONS AS PER SECTIONS 1 THRU 8. ON SHEETS 4 t 3) MAX. A.S.D. OEMQ yJ,) AfUMW ANCHORS SPACING FOR MR E.D. PER RREDULE SELOW TIaXIIAIY D A,) NAIL AS& DamPON ,e I XWA A/1740M SPACING FOR MIN EJL I= SCHEDULE aHDN •vftNOPetE wm" D�sJDr +PR6SaME UPOON FEW 1 n PLUS 2wM-WAN to rAPOOR Sao-a rM-Rw ,(- fw�TM° To a to mzmkfim Tot 112 mam Or DLEM ,r 1r 13• ,• 3 , r Ir , r , r ,r , r , r or , 6,_r EAR LESS •• -•a .ee, -sa 1 r ,r ,r 1r ,r 1 r t r u• ,r 1r ,r 1 , a' -r 0R Los tr ,3' ,r tr Ir Ir f3• 1r Ir ,r is, it I avoluA+) 13• Ir 1Y ,r Ir IS- 1r or it ,r it it I , (Ia11KQ Ir 1r or lr A• 13, Ir or or Ir it IY 2 iron 1r or 1r 13• it it ,r Ir or it Ir 11 1/2 1 (mm Ir lr Ir is• ,r 13• 13• ,r ,r or ,r W 2 (WfIOM) tr Ir ,r ,r Ir Ir "Ir 13, or Ir Ir 11 t 2 (earia10 tr or Ir Ir Ir Ir or ,r 13' ,r Ir ,r ) (TOP) 13' Ir or or Ir 13' 13' 13• Ir Ir Ir i1 1/2 4 1 4' f try s._Lpp", - - 7 In ,! l e Try f ,/4 # 1n 1 I/ - - t ,ry' a Try 3 WOTWY) e' r r r r r e" r r r P 7 1/r + a' S 1 r r 0' 0 l/r a 7 ,/Y 11 r r r 4 crop) r - r - s• - r - e• - -r - fl6at+O!Q 6• - r - r - e• - a• - r - + (eor1010 tr Ir or it it ,r IY 1.r Ir Is- Is- Ir ('RIP) tr "Ir Ir Ir ,r ,r "Ir -tr "Ir lr Ir 111/! 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SEE 1 FOR VAX. A.S.D.DEM LIMOS k MAIL PAIJEL WHEN SPACER D&LAL A A.G.D. DESIRE LARD t "PAN& umm 40 PSF OR LESS W-8• > 40 PSF M 50 PSF 6'-2• > 30 PW TO 60 PSF 8'-10* A MAX. PANEL LENGTHS ARE ONJ.Y VALID FOR INSTALLATIONS W/ SOLID SET MICIDRS t W/ SPACER AT 12 1/2• D.C. (WE SECTIONS As ALTEANXIM ON SHEETS 13, 14, 1e at6)•—.._..._. .. ......_..._.. j r VAX. R-IA/134 R-2A/13, R-3.11/114. R-20/13. R-30/14. 3''W D.W( . 1'—M R-IAW/15. R-2AW/15, R-3AW/16. R-1BIN/1S. R-nW1115. R-39W/18. 0 0 0 0 0 0 ______� _r__ i, I ; ;�;I �' ' 1 '� I 11 L/2 1 4-0-2Otl' Sm BOLTS Wk), USE P p, LAX 1• (PAN1D101H 1 j i P#M LDIGTH I I REGULAR ST'aW PANEL I REG" PANEL ; ' row W.0. -40A P.p.r. i 01ILRw wD PANEL TEN01H Dot _ _ _ tw/ » .1 r r•4a0 --------------- P EL L lY�RY PANEL. P•a.f, . LIFE SAFE i _ , aro o.nNAP lio PANEL LENGTH Bat) A T �Av UK 2'�' MR. PANEL LWCIH -j(�I,; t/4•P-2O.r i .tea.. _ _ , . 1 _ - - ' - - - - 1- - - AT ALL krLxyvm 1 I I i I _ t/ + I' I I ^�R'. j i ••C7•7 _ L .t_ ...1--.._ Y' y i. i I 1 _ pij iNI%ra+i� ;T sfi3O j 1 . - 1�cATmA a LSE SAETY _ I 1 PwNt eDnHx+ ,331tNER4 �- p f�f L. giE14Ai � I or O WM NUT AT I MIND NUT A7 r" LEFT PANEL �. WAW PANEL r TDa t 0WAL1ANON5 ONLY ,MUD FOR WIND I• wt. 1111-103. R-2A/13. R-3A/14. R-1R/13. R-4B/13. R 3B/14. 1' ON, SPEED UP TO 170 Nlp.x. R-1AW/18. R-2AW/15, R-3AW/1e. R-1eW/t3. R-2BW/15, R-38W/18 �.. ------ -...-... -._._ _....___ _ ---ALTARS (SEE SE"ONS Is ALTERNATIVES ON SHEETS 13.44. tS ate)-. - ip• wal. GAP aid LIFE SAFETY STORM smft REGULAR 2PANEL Cl) ELEVATION (t') r SCALE 1/4• 1 r� 3e7' �O ( STORM f .. slw PANEL 6+N aLmA. -, maa[ LwLtY) alolw I+A1E1 Max. OAP : �(•. 1 i II FIn a Mo. I LENGTH ELEVATION PIE[T i2) itr. d1 * 3l In SAFETY PNNF1 : # FIL A WILDING CODE Non HIgh VW*anv mu no Zone F RID► •pmp 11'� 24 BADE OALVANWD STEEL ST01RT PANEL ' EXTERIOR Irs;��..,,N ...* e - --- I L E C O EMS. T� AM P�T� PWWM U.C. arotAic� SECTION A, -A �"•7 a4M� 4em Sm. /, eittla SOME I/4'•t• w.-. M �tr-1a PIeIC (+IaIpK-T6w nEa1(Ra>•e-rn7 20-175 INANa 1- fE, pM/SaMYYpE/0,R IIIL Tt4... RE 1Ne7A 12 or N u pan�M� r q -. .. v YAI sj. pmon. umm .i ON DIEEF 12) it, I.IP!_ sawn PAN N& GID'D5: 1. INSTALLATION ARE ONLY VAUD FOR A.&O. DESIGN PRESSURE (NTING6 P.e.T AND PANEL I.Ma AS PER ELEVATION ON S IL 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN PINE, No 2. W/ SPECIFIC DENSITY OF 0.56 OR EQUAL WAGER EAU rApcok I rr C.C. , D M1) oigo Af a J. PANEL. Low" ME1Ml10M 6 ii o° slm 14 i + Ran to our a"aTO 1 I l ...� .. O � ! i•--sriAa�. ODI1. _ I 71 4•a —09-olArN wow O.C. FANIELZ l A. Tf(U L SCALE 3/0-I'm FLOIRDA WLMG CODE I TAPCOI Re V,ac I �l V MAIL 0I• PANEL WIDTH ON BMW 12) r II � 1Q 1~ A0raC. as D. NG G11)7 24 OBOE "LVANRED STEEL S/WW PANG F.F. _ O IT STATE _ I L E C O ale4. CT PPM uc• " a __.. iy - 1,I'247 4pm IIIc m OwN-e>.++. CORK ... n.-�•le4- - .Aw. — a" rAR a>a~pw Marc a im4t 20-175 1 I . eRNMr °4: aE A sufr .ir. Pz 6IQt n a u MAXIMUM A c.D. DESIGN PREC@URE RATING (n.iLf.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANELM INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL (D INST'ALAVIONS AS PER SECTONS 1 THRU 8, ON SHEETS 4 4L 5) MAX A.S,D• DESIGN PRESSURE "AIM (P.a1.) AIomm MC"M SPICING IN INN CA PER 901MAE OEM To yaAMyy um 1 •L• 00 MAK w ,ATp,p (Ae.t.) MMmNNI AaOF10R8 [PAM FOR MR Lot PER Soma DELOW � �E yan am .L. 00 TAPOOm DOIID-wr FEMALE 10 zoi"-N" GlA-M f TMOON SOUD-ell PLOD ZAMAr IWJI CALK-w a �• a a7ur W W mwwm OF TIQI O.Am a Como=W O► THEM Ir „ or ,r Ir Ir 1r Ir Ir lr to , W_r oR UOe "M -75 .4-tits ,3• r ,s Tp 1 t3• . , or 6 1n 7 , 6 , ,r { , , CR6 UM ,r it- ,r IY 1r or or 1r ,r 1r Tr 1 D1o1L011) or a fit• or 1Y it r lr r to' 7 In' fY r I (Da11ow) ,r it- 1r Ir is• ,r ,r ,r 12• tr lr clap) Ir r tr 10 , tr . ,JI• ,r D ,/r 7 ,/]• a ,J2• Ir . , : (1�) 1r ,r it Ir ,r 13' or Ir Ir 13' it 2 (Botm) ,r r or ,r _ lr a 1/2' 1r s 1 0 t 7 1/1• Ir 6 1/r 2 porro+Q ,r it, Ir 1r Ir is• ,r 1r ,r it IO• ] ,r r Ir 1r 1r s in• Ir a in• 10 In 7 ,n• Ir r 12 T 6 1/4• 6 1/4' 12 1 13 In - - 4 1 C 6 1/4' 3 01011m8 - - 2 /n• 2 to 6 try' a 1/{• 2 1n 6 ,/4' - - e Try A , ♦ 3 e' 6 a• 6 1 2 7• e' e' 4 11r 4 trOh Y r r 6 1/r 7• 3 11r r 4 1 Y e In 2 11r• To. - 6• - r - r _r Ir r - r -_4 (Dort" r_ - i 11r - r - r - 0 i • - r - 4 (econw fr t,' 7r Ir _- tr tr 13 --Is.:- 1r tr f0 cw) Ir a 1/r ,r it 1r r tr s• ,r 7 l/r 13• 6 ,s 13•-. W or ,r I u W tY 1 r - I I to' a (WMM) it r Ir it Ir a ,/Y 1r a in to ,/a 7 , Ir e• S dDr+aO Il• or ,r Ts- or is•.. it tr it or - to, 6 (TOT or D• IS' a 1 1r 6 t/r IF 6 11r 7 I/r S ,/r 1r 4 I/r M 6 / 4• 0 , 4. 4 7 4• 6 Ile - - - 0 1 4• 6 1/4" .6 Y) - e 1 e 6 T 4• L,414 • e i a• s , 4• 6 1 4• - - 0 14• 6 1 4 a (DOLT.» or I 1/2' Ir Is- Ir la• 1r or Is, r it e , >W-r TO 8— IF e• or in 6 1 ,r a i 7 , S I1rj Ir 4 1 , W-D. TO V_r Ir 7 wr Ir is, or 10 1/2 ,r to vr it 11r or ,r r I aarrom) Ir e i q• 1r Ir 6' ,r r to- 7 In' Ir r I (aOT m is, 7 I/r it it lr le 13' or Ir r 13• a I/r E (TOP) Ir S• lY 10 Yr. 13• 6 I/e I3• 6 ,/r 7 In' 0 ,n' Ir 4 tit• 2 (MOP) 1J' 7 1/2 it is, 1r to ilf is, to 1/2 1 1 s• is' 7' 2 UOTiOtil Ir T tr 1S• U' a , r 13• S v_e 0 1/2 1 ,/r or 1 1/2' 2 (DOITOY) Ir 7' lit• 13• 13• Ir D i 13' 10 , 11 1/2 S' 13' 7' 3 (T01) tr r or ,)^ or 6 , Ir s fit• tD In 7 tit' ,r r s ODh 2 1n 2 7/1 a 1/4' a iJ4• 2 1/2. 6 1/4 - - 6 1/4. 6 try' 3 (BOTTOM) - - 2 l/1 l2 , 6 Ile 6 try• 12 to 6 1/0 - - a ,/4. 4 1/4' .1 (OMOO 7 I/r 3 In• r r 7 1/r 4' 6' 4 I/T a' 3 I/r r r 4 (foh T r r S In• 7- ] 1/r a• 4• 4 UP r 6 I/r 2 1/r 4 (Tah r - r - 1• - r - r - r - 4 01101110M) r I l/r - r - r - a I/I - r - 4 (e0iTOM) 1r 7 tit• or Ir is- IF -in T l0 1/2 1 11Y ar tY 71 11 Iran Ir a 1/2' ,r Ir /r /• is, r ,r 11/2• Is- r 6 (TOP) is, 7 tit• 13• Ir or to i/2 1r 10 1/2 1 1/2 p 13• T com7cm Ir r Ir 13• or a t/2• Ir a lit to lJr 7 ,/r ,r a• 6 (e MINI it 7 1/r fr 1Y FJ' 0 /n 1r to 1 1 1 r tr T • (TOP) ,r r - ,r 1r a t/r 'ra UP 7 1/e S tit• ,r • in (fah e 1 14• a 1 {• 6 L 4• e, 4- e, 4• 6 I/4• a (pOTi.••) 14' EA T%a• aIle. 0 14• Is i 4• I. T a• 6 sm sm I MR AM Me Tom a 6PACIM FOR 000LL m We sm Pon alLLMM • MPM S AWM40 lAm11s AMO MIMM M OWWAM AR MOM ON THIS fO SWIM MI Lo um TIWI Itow= of sC11DIAL ROTA! AMIGA SA Im BY IYLTKVM sACM $Now ON somaku Bt Im f000aIe Pac?m FOR THIS OF003M TO K POO L IMM SAUCING =to= Ulm FACTOR *a POf K LIU THAN INsm 1pVCINi twCon MR TACK A CIAIA I.PE EAR IM 4016ki L AIO 116E -. 1/4% UPON 1/4% t •° I % 6% 1/4-. _ Mo.= am" WO"m ANCHOR WW K OIL) 1 3 3 1 2 ,/r 3 1/I NAINaMI6M I W 1 3 ,/r r 3 3 t/r I aRARKRA3 am = 3 Ur 4Im 11/1 310 ACSIYL NNaR - -- e ,�. u1 up - 0.b 0.7f 1iN - W •• SPACINGS ONLY % R41EN 9RACER S USED. 1 F'OR MAX A.S.D. DESIGN LOADS A AWL PANEL WHEN SPACER IS USED. 1/4'• IAPCp(__,__ ANCHOR e r O.C. - _�IIIp pOURtD CONCRETE SL CAOC'K mmum D. • 1n' , ,• %'� E.D.• + I A1 IISi1NG-p IJL25 , I"'- , _y4'A-IA wewls II"JLj a A.to. DOM LOAD �iN� 40 PW ON LESS 81.1. > 40 PSF TO 50 PSF 8•-2' > 50 PSF TO 80 PW S'-ur A MAX PANEL LENGTHS ARE OW VAUD FOR RMNIATIONS W/ SQUID SET A,•CHORS h W/ SPACER AT 12 1/2- D.C. INSTAUATJON DETAILS INTO POURED CONCRETE I/Yp 1A+C011__ _." Q0p1IN0 POURED o.c/ FOR LIFE SAFETY PANEL(I-) OR CONCRETE BLOCK STRUCTURES 1/4Y TAPCOi�, ,,,, .__ ZOII�gIE'lE� 1/4Y T.FCOH____ O.C. AN/CIIOR • S• f L'WN RE.TERET[ aCAleCll KQUO FO. ANCII011 • B• COIICIIETE 0=0 A/NI]IDII O 6. O.C. REORRA. -2 a A. .. _. 1 1_ sa ,>RR r -� maH 1 i' Mo.V / MAX , -_ .. - LENGTH PANELJ (NE VloN - I I pAIEt Lf/a,H (SEE ELEVATION?) 1• YM. 1 8 ON S1NET 12) To CLASS. 1 IIII 1 Lit r� I ^✓,,. . lv. E 7314e( ... � ... � T T7 NKNORl 0 111 041 CONCRETE OR REQUIRED. �.MKYgR 0 V QC. _lp�°iFp�Kmm CRETE w.ow . W"j DCAtE 3 1 Nw +/41 M S10TM Is A Is I" ANOIOa AIIOYt IIFa _ wa IYPt a 11PACR6 IN MPA ANOm HOME Kamm M11'"WM ANCHOR IPPOW AM mobw rplN we" MOOR own" w 3 I== 1taAr.r OIJ 3 mK oafAaF ARE NDI'Alm ON no SaND1At FOR La tali IsomppOlm oN BOIanuE OUMM MOOR INMCIW a,a„ i„e�,, Fta,.1rl ear oa I IN IaL,IPLWA 2PACRa 24MM ON SCHEDULE or 1HN noLLDWJO FfI IM RpM FOR THIS OPIM'fION W e6 S069RL---- RmIR.'IO woo" 06TME0 Una 3 t/1• _ 4.w ...an -... upp, I , - 1, 1 NAMIM POR GOAL f ANCHOR IYPF Oa THIS iscia 1AL 31 ' - TAPCON Ie6'0.C- 1 1 � _. _ . _ 'L• wx. 1 � (SEE v"11011 - ON SH7 12) to GLASS, I 1F .. Lh -Q7 - 1 G I �ti i MOUSIIED � i�" � � ". li 4•p PANELWTC PULS I.-. � 1 i -'NOR • 12 lit' o.L "�Ild••a gm, I. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (p.i.0 AND PANEL LENGTHS AS PER MAIM DN SHEET I 2. FOR NEW WOOD FRAME OONSTRUCTON: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DEN9RY OF 0.55 OR EQUAL.. notwm CONCRETE BLOCK IIEOIRI(D. Ti4 1 1 1 p I 1• Mn. �'IDEPAaADd1" 1 1 ; Y p 1:tA� Y-,. 1 N,-2ir ��a ON M.^ �■ OIASS I 11 TO 14'p-3or ..-TL4 Na,t a ! MGD�P.�F i _.-'_./ f� NiPm/INK Y...-- ,.r+-I- R I N A [ , iMAX 1 'l' AIAk. P IE1161N PANEL [ I.. 1 t t fsm ...I J �� GTH LLwo r UN ON 11)119 1 p - T_ .. eI1EEf TO1 6 OtABe. to [.D.• � I E.D.• 1 LEG 00 � t. '- wit 4 a.s. e12t pi. � --a* • Mt eu, OL /4'0 TMOON r /4-0 TAPCON • 6. O.C. ANL710M e r OR. - Z=LT[ OONCRE7). CA �._o1E ITLOOt POURED COIICKI[ OR REORRm, NNNFMA„- WAI me =Ass: J/MI- KATE REAM V MAX. PANEL UDWH (SEE nmwN ON Slow 12) �: Zi:rIT7C: Z� .•: a ..-{ N N s —ca OL .,., V N Q O O C .cu V �3 a N+ N O O C O O cQ O O cu U- p cu .� to N o cu 0 C:) a z z w J 9 !V Gam- C3 C.G ten, v 7. L3J u An o o cry cV L ,. -� N FoOU G. ca ` • p D 61 x E c w � Q V 3 3 tT d d E7 u a3 >' rw o d L ro ro CI., t t -6-ossa W _W cu O U O CLL cu W LLI Q Z Z Q J SHEET NO. SH 1.4. EZ1/18, EZI W/18 ANCHOM r -NE! SWION E2/ a ALIDMW4 We ON Slatir 10) -------I -.!• MOY -43• M. - 1• Te1L I �'OiSLC Mn., NOTL x) `• YN� L/NNOTE 7) OFr PANEL INTERIOR Or •l• j j _r___n T. 1 (ENO PANEL) (INTERIOR PANEL) tIrITERIOR PANEL) (INTERIOR PANEL) (END PANEL) I ' SEE NOTES I. 3. 4 I I I I SEE NOTES 7 1 a. WAX. PANEL Lem IS SASj nAPPCKi16LE) mMonS I C(I ITlT�1T1 i ,T1� � i1 I l OF JJJ_L}.JJ_LLJJ,ILLJJ_LET:.,,)J1LL1,:1<:CL1.l11LJJ_LLJJI��NL.1J_LLJ_t ! _ .I 3• Mea SET Noll 4-- 1• an, NOTE - _-__---($([ SrCTION E,x, ! ALTERNATIVE QIM ON SIICEI I[)_......... ED/18x EZ1 W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL D SYSTEM (( ) a ACTION A -A scree"A "il w1„ SCALE: 3/32`-1 ENGINEERING ENOINECRINO EXPRE88® PRODUCT EVALUATION REPORT Seplembor 15, 2020 Appk:aBon Number. 17869.1- R2 EX Project Number 20"31543 Pro" Mor ufac6Nor AP AmodceTl Sh isho s and Glass Manutacheor Addrow 1540 Dams Rood VWTr Paton Beech, FL 33400 Product Name A DeMOM: 24gs OeRron zed Sisal Storm Ponshe Large rAIrINN Impe01 Rodsh" Scope of EveluedOn: This ►rodud Ev*Adon Report Is being (rived in a000rdas0e with No repWremanb of the Morlds Doprtment of Business and ProlarbnW Regulation (Fbdds Building Comnbaan) Rule Chaptor 81020.3.WS. F.AC.. for steteveds smaptsnce per Method 1(d). The product noted ohms has been bated andlor amassed a summorind heroin to show eomplence with nee Florida SUl ft Code Swardh Editim (2020) and It, for to purpose I I- Isd, BE kM OQWv M to MEN required by the Code. Re webetlon of 96 Product Bhe8 be raqulro d following pai0rant Florida Building Codo rnodl6allons or revialam. Substanftting Data: EX dmvft 92041643 Had'Y49a GalvaMtod Wool Sbrm Pray (F11 W & Nat•FAMZ)', sheets 1-5, prepared by Entimsedrg Ezprass, signed & sestsd by Frank Bernardo, P.E. is an Integral pert of 11Re Evaluation Report. TEST RBPo m Urillom stsla structural prlannance has been Wftd In smoodow" with TAB 202 its Wan dards par tin report(s) OBT-ABO-17-M by BMekwater Tooling, Inc. Large missile Nnpact nwhita nce and cyck loading perbmence ties been tseted In accordance with TAB 201 anti TAB 203 test sUadaWs per teal report($) 08T-ASO-17-001 by Bbekwatel Thing, Inc. IF Structural ongberb0 esbulstions have been prepared which evellude the product based an companr6s aaYa national awyan to quay the foRTMA p design crilsA ; 1. Maximum Albwabla Spam 2. MRMvwffi A1owable Spars 3Mmmoun Otsss Sapara8on 4. Anchor Spacing 160 SIN 1211 AVENUa SUITE 106, CRIMELD Isaac", FLORIDA 33442 (954) 354.0660 1(666) 396-9999 TEANeEKGINeER1NREk►RESS.COM ENGINEERIN6EE/RiSD,CON To LAST PANEL© TO BE INSTALLED Al EACH OPENING SHALL ALWAYS BE PR0140E0 W/ 'FAR HANOLE TO FACMATE NIS AL ATWN IF UNTENDED TD BE INSTALLED FIR INSIDE or STRUCTURE. NOTES (I - E-Z HANG STORM PANEL SYSTEM Of VANED + CDIII. TRACKS TOP & BOTTOM. (2). END PANELS SHALL AL*W K CONNEC'TEA 10 BOTTOM TRACK OTHERWISE A STOP BAA (:1 S/Ut1 BE PROVIDED AT TOP Or SUCH PANELS, (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHIALL CONSIST OF 1/4•e-20N3/4- M.S. W/ 7/a"N!/!?' WING NUT OR 1/4•sN3/4" Min THUMBSCREW INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR MT FLANGES OF END PANEL 'i(4), IN rAW THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I.a. A STOP BAR IS ONLY USED AT TOP) At LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE 3() ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION t INSTALLATIONS ONLY VAUD FOR W940 SPEED UP TO 170 m,P.h ENGINEERING Page 2 OF 2 All American Shunvn and Glen - 248e Galvanized Steel Storm Panels No 33% Increase In atbwable stress has been used In the design of this product. Separasah from glaring is not required for mobstabons outside of wind zone 4 and esse tW tedwea. Imped Reslstwee: Large Impact Resistance has been demonstrated as avplsnoed In p roviowy lead test asp ert(o. and is accouaad to In the erglneaft dealgll of this product Wind toad ReWstsnce That, product has been dsotgrnod to To" wind bads Two Indicated in the open schoduN{s) on the reepecns Product Evaluation Document 0.9. engineering droving). InstBlladon This product shel be Irrbl od In strid oonlpnance with Its respegNa Product EvolueNon Document (1.9 anginaadrg dr$wing)• along with a1 components noted thantn. Product eonpononts ahsl be of the nowial spooled in that product's respective Product Evelushon Document a.e. engineering drawing). L IM10dons & Condldons of use: Use of @m product Ong be In rrid wocirdence with the respective Product Evaluolion DOamsnf Pe, onglneeog dravo rg) as noted hrsin An sunoo8ng host struchxea she1 be designed to rwW a1 Superimposed loads and OW be of a nw4" Noted In this produces respective anchor schedule. Hod struck re conditions wh)Dh are not awourbd bar In this product's respective anchor aclsdub elan be designed for on a d(s-spedlc basis by a registered prOtBSGWW agkar. AN Components which am pormor arty motabd shah be protected so" corrosion. co ismnalon, and oUw such domage, at sill am. This DID" has been deslgned for use W19Mn and oltsick the HIP Veloeky Hurricane Zone PIVHZ). Respectfully. r + YA Frank Bernardo. PE &MNORI NG II'J m"s'o bPE000549 I Con. AMth. 9985 160 STY 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA-33442 (954) 354.0660 1(066) 396-9999 TEAK! ENOINEE RINREx PREaS.CON ENGINEEAINGE"PRESS.COIA IIIAN N-N Mr •r hit. �:E'P7� :FI G 4q„IUJ.I_ OJ!'i .Y�a .r 4V'rK ,Irv�•ti+ b'•r �": Y!'ANASLL �i+�� M -1.9M1 � R.y •' etwC���)•K +1t- ' ,I w to - I I ;P•• �11111x I>�n� � 1 ulaRw �.. I '"x IIYI Ww y ,. uc+ al 1„.1 •P+•/!JW'f -N:'" r- �•IN4, �., (.yul+'O 2 1 in Uk r g .y,L- rWcr I rry'Aa:.FLaR^s any 7vNa aca rut: L IxH,,nM1 _- I�r �i: 4tiLL _t a AVIr av r� L' rli•�-T �+ Nr r 5 5 Uaic, ^x> e -v i p 17l' 43 C LI W4 1 _3[ Q s ID 4':'J•F#1 F p Ll 1 � a tare Ill r' IN Y. .17 T V.E .V- "'Ca y - O � Gi wrtt '� Hip lA1NIMI Lri4Y.1 K > AR :'Ira yC „• YrsJJT .Cis; vY.wV 1i vwvm 14, }. - � Wf alaLL, •.• I: u:l see. ail ,La 1,lx 'Mr. 9 rMT✓'•, H' I,W TYt -J.e^J In,: MG'rl.':'] µ CYA.A Ai5 N'aa rn ter.' AANYi'1 tr.V••nP war nAG ^H,F(+yrl LAL war caRAa '. p n ". •' ' f.MA - 4f� WV ('y µLill, VIII NrAMI N•tAnIM K'AL 1 +9FJ 1•1'J. N _'Al:'? _ � S 0NTT•G c�rr ; Halx+! 'r rnFr.. v, .Y 'J. J SIV}'IUi �-1 a� MlVj Y111W+Li: WALL 0611NtSiSTid1 nll•J:r RA w� I'iA,ll'I •.'-vrc•2aVrWY ,:w•r •9bW M1Vi.'Asrw:w".� .6F�g ayf ttEQ��� II lu,>:I « FN yP � -.yak xL.LIIw.Inl• �csr r�' wI.-' � �}d,.j � [ 114J.,11L.Tt _ 3 4 xl S*• k' =Lzp' Gt,t. -n Mrars. M, mMA1v_ /1CL• ; 7A ,.'IWC_•�Dr, YL'JR'L ^nHT., rJIT, arts. MAY Vita {:i NTrxf(9n.R`-f. , !I! II • NM 'J' yWI �L JtN Ah::{ 1 J3Y1 ♦A•14'W CPItAV. PP RRM., CH-V11f Nff1Y�1-^' 4t+..M uN 'f •IalNuli4V -1 U:I ear KNI:R. KI :}„ItL ILYE" ]D T-': •9jx 1:12::: [�,•• DUS,, p Le xl LI N �S 11 .Hit I.dl �.a,�ffiatt^m• O NNN au J r 1 <" y 3� ca l A t, I {JAIL•, D a PA 3l=Kin $� �u�w �: 4{IItl1 IA I•s, a•¢aLE nU4-1r='st1;NLur »> .F.-: -keirc• a 1) '4 toiJ w's adl'•T•ay-RUs"+�c � � R. - N fylk =d� qsr--acl.l N"nTrle J.ta^I ( `. •tit STS CF' ,{C,g.rIrIa?.' ,'JJO ,N IrLYL e' T •35-3atbaAlW'Li c-irxr3Dra.n"tnt.T. TM - A �_iI.IR- ' �m.�OamNALrtonaoiloHaaeur oETAR faµai l_ IY.IR+YR, 4f ILJnx o-•.w�wv +a: Fri a.L f'i1K �.aF.•>.oyiii �:> V•W,L J:J: I t�� 1'tl'� -n tH �Y•!t 1: 111N1(a 11N+N w111NI 1 t:IN1M � � NY • t'A'2v'a '/• 1SnM%IUnIwL:l wNltl 9W.1 Ina l:I' INSTALLATION QUAILS FOR INTO POURED CONCRETE, CONCRETE SERIES 2000 E-Z BLOCK HANG STORK PANEL AND WOOD STRUCTURES ,.. •-x�- ; n ►aR1E0 _�RM W.= 1/aY TAFCON +Lest• NEin HB/ID 1EN 1 woo0 IWAIpER , 'i 1 ANcHoR a 12• D.C. 1•. I141• HER HEAD WX -1 f• ANCHOR a 1e•.''� uEY e,l/A• F1bN REanR'l _._.--"scares ea/a• FROM Y/•�- EosE a t1J 1; em or lV MM. ' •'U� r' r , .,.. __ is ---------i r can, ) � i/x 4 geOUe r ; t 3, e 4 t IOC I 1 x• M OIA48. SEPARA 11 I i /-7RIR/EIIRI �N� I N]RRIRJLI Pon n (D RrhT LASS CLASS IT POP' 'F/.aia '1•t,�_..., BiIA-0x. + _,l/L- :_.:_,._�. _.:.1-_ Nor S 1 0 ? . 1 ------' _ wA 04W-; _ ; ._- . _ _. .. { PNIF1 LMGTN • �.Sa" p _ ... -4--- PANEL __ _._ ( PANEL LENGTH e AM"'9CPAPo1 N TO OIASS. - q�'- I' Act OLASS.. IRRI I ses N __I 4's-1A2• Sol " I R N. 4Y TAPOON ANCHOR II e ,r D.C. 1/4Y iAPCON ....: POURED I I x•.ar "LOBO CONCRETE BLOCK .. REOUM. ��51ECIIGI SCALE 3/8.1 At T .r2lw SCALE 3/8.1' MIN. PANEL LENGTH44 IINIIIIIINNI �. t�ENSf J • '•Ia1P 14/LOa, K. FLORIDA BUILDING CODE n Mgh Velocity tlurvicam 24 BAR OALVANRED STEEL STONY PANEL Zone rA1. rTO INSTALLATION ARE ONLY VMJO FOR MAX, A.S.D. DESIGN SMALL BE 2•-6• PRESSURE RATING a/- 40.0 p•s.f. AND W-0' MNC * E * * STATE 0 err, F � POMCT1ON °' rn/'0t° PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD . � . O,r: , fIOR10F.^ I L E C O i tt e. PRODUCTS• LLC. y� N!"ya a1m MEMBERS TO ■ SOUTHERN PINE No 2, w/ SPECIFIC S;/'....•� .a +r.al.w,n NN. r4x,. • M-war . w ,ail m-fM1 wlar4� lwMtw LANs. &N pi1NNN-*1*r 20-178 DENSITY OF 0.55 OR EQUAL. Nlllt R i ►[ r~ W m • maws «. .1CI11,14=7 MRn ,i or la ALL AMEFUCAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) To mTTOPJ 1 TYPICAL VERTICAL MOUNBaT ELEVATION 1 NT S, BLEVATTON TOP MOUNT (c S R1YF (s ABOVE AS REQ'D) UL'TIOII) BOTTOM ale la � GF (Cr7NN TY A6 REQ'Dp 1� g ; -OBrui} {LOCATITI TOP Maxi ICONN TYPE L AS PEQ'b) BOTTOM MOUNT (MNFA-1 (5pptl BK6w I YTPe AS REQ'D} OBSTRUCRONI PANELS MAY BE NOTC"ED AS REtV MED, PROW40M THAT CONNECTIONS AND 4MONAL IG'•20 MCH SOUS WITH' WAIHERED ANCHORS,ARE WSEO WHICH SATISFY SPANS ABOVES 64OV1 OBSTRUCTION, WINGNJ'TS FASTENED 0 OVBItAPS Y NEDBRIN (UBF APPItOPWAJE BPANTAti1E) VERTICAL MOUNT ELEVATION NOTCHED PANELS 1 N.T.S. EI:EVATILIN ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM SIMM PANEL SEPARATION FROM 461" I"VI44 wmn ZONE a ESSENRAI TAOI ITIES) � hAAKMUM � DESIGN IAINSWAnOIG11 IIMAN OGRAOn PALEAILOWAMr ! SPAN IImNRI O'Ab i1lAN i0' ABOVF GAr10E THAN 10' AeOV[ BMQT ./.Ja 139DM_ $Dow 1 i3fil -- - /- +3i 190.OM M 73 N, 6D6 e +AN _ 130AIA _ BD_iIn 2.16M r UOL In b.as n ).Join -ISO 134).D1. ..1- __.-.. 6,064, 7361n •/.SS ff 1D6i n i--n-. m 7 91Y11.MD B ►AUK F45TpN®l 1►ACiNG TO nPUIR E NAXINWI ALLOWABLE STORM FAMED IN. SCMEX" IS ACCEPTABLE FOR USE WITH UTM to#DS LESS THAN OR saw TO WIVE DlSICBi LAA05. ►AUK ►AST91ERY ME STUDS USED IN "JUNCTION MIR ALL MOUNTING EXTRUSIONS '-TRACK. STVDOED ANGLE. EPA.). USE 6,2T :. PAW FASTEM SPACING TABLE VALUES F01 'H`- AND'W-HMDBRS (INCLUDING BUILD OU NDmONS))m w a.lnY YNiu,Na l nanc Ia GLASS SEPARATION 1. L'NTER ?PAN SGIHNKE want Fa ON MAY VARY MAXIMUM ALLOWABLE DESIGN PRESSURES: t .�LN;•''' R0P '°' I. AS NOT® IN DESIGN DESIGN N ES' �1 st�aRl�EpuLEs t P051,. SE WAiryTp11 STEM. AMC SDFTFRM E III LAWD i ! EI P se IPEry, �p IN. NCE WITH T(HE{ fl, �al 1600 OF TH BU N LESS THAN OR,6Q 'try L1� p t P■ . U �v.RLUES wSi HEMEIkF ANY .'Ll f <1 A IN. AS SHOWN. GENERAL NOTES.1 11� aPECiP1CATION NM OE6tG hip AM(} SHALL FAa61CA S IN 1 0. " �V RaQU "' M'UsI Ra FLtlR4YL UfIDIE'QM,CO ul SFVR R m E Ri"E 1K19 , OUTal06 r-LL,[tNE M L Veer L C TAS 26L, ,TDa,. Da ii MOTOCO l6, Op'MTRAFl10R iH [NYEaTIRATE LA4 INN USED IN THE ePoolem!' A S�iLE 4TOR PWIiICX Q .at IETOIL, ■F w9LHpalppiryslLWlayuAleD DI 1�• AN MS Ai C pip BI UOE1 OR'►xOpXyT1 LWN MICRO D[PFEIIEN1 FROM pp IS FOR U.,. LRea EI rs FOR ubE 3N ig®3R ON•NAXIMLUK TESTED, g 71 3TsnHle" WYc"6A'°° � 1i UNI UFFPATIOT�N,"S ~ CAl COtlE6,. S ]%UCtUMLgUAt17Y gaa "r.aLi 1� AW/S1xUNP{LOY, '"ARa"A19 FLEW DOEUMENT VISIT ECALC.IW31W9 ! $rQ OEM A WIt• •.1N14 .A aKM r"IAhI Y-Y I�,J ro«NA.nalraMJlne:rPrP'"n•Ilwalalw LI•lJll MINIMUM ALLOWABLE SPAN SCHEDULE ITM alA" is RmtMD IiNem YAWL Awns n Qv AF" n TNIT Now KA a aN♦NNanw teavl', A�pMrING CONbm AEWb Inw4Mn MOM 4AAS 31r:111 C10Y.A�Ay NDI tx7 0 M r 01tAi YIDb rwwlA Aearn WlTN FAUN I aDT" 3 WI WIT•101, 6 /7 la• (1V1 I ISI 1 1'O.0 42 I!t'Niww"UlINLI OIn(Ili lie WllVIN iD/MebT,DN CIPWRTa rxR � � -" 'R'L YMNG ANr IIOlFR111G mNRn,Dq w,DMM. ng6E pMMNe5 IIal rANt1 INr74•LEp F IIIDN INTd10R 4 N' 20' t• AS waEA'AIA emiq IYC"ME SClmll MUM -DNA Nqt w/war Nut.wASre1W 1YIN6NNr ]N Ir19aF iK! Q ,FyB1 ��� i•a••N 11• HI[MW MAN" 9•_-� OPTIONAL EGRESS PANEL DETAIL r1 O Qgjgl, INTERIOR FASTENING DETAIL M INTERIOR FASTENING � N.T.S. FPMD•N�AEr 990 14 , (-2.zsD I.0.09A' 0.7s 23 - y111r.0 ' r n-ow, 0,750' 3r,.FuFr>aYP.Typ,�'P. ^"TYP - iS_3030" I,+isaN _,q'qTo:tis" LOOo` ; '25 or-i:2ArM" •.I Y,000• I� I,�P. p r 5 l �1 All, 11180" .R.'N' IRADn ®'U• N1Ea-DUT V' KAOG Gag CLH6LIIIE M=AMLlg- trl�__� � ¢'Aar 3 3.saD^rnEx a o.3t; Y5t 1.160' 1.560` 1I1r$To 0,36b p D376' 491� D:776• (•-r0�.}1�S'p, 1w 11 i li.S00'PANELCOVEAAGE-I LC 0.179 bS5" Q,1.� 0,65y^ O�F-' I-0:a56" �. 0. Sir m sail••►►--110.2w OASO' S 4.673'rPlfRt-DEN ,� �� �7-IyosO 'j' �6.DVD" ,TYPD N°La: aE o.�r? N Aru 0.2)3" ,21 LD" E.0.135 'T�' O YRL-LUT 1" ARAEK iN 01 E P, 0,090^ TRAM 0,700' 0,957" l L 1 1. M - 1,9 0370" s WUCRN wee L"IYI JI-3.000" 0.125' 1 D Te lei iAWE.f•awseor3.::Y 'tryI.. � , : u aR nVAL ®•1• AWE �iRIL,I t 1 m ID 9 r� A".wl M•=,HI � '`Ivt'I'^+OSn•+-L:Cur.WrtN I TL 1 Iw)1,+w rnlr l'HIII �Bj `� jjNQ��F OVCRSAP i bLxttv:l "- C C. 4" NMI. A CONIERQOtIIAE DrrA2L 0.1BP"�r`�slrllk,LB•MANI + MAX. lr]o.•rPnyt.:- ,Y1.-11i•RAIfJY'T- y1 /�yLNy �W��1wI��� trAln,er b DISTANCE UT DISTANCE)b7ANA, ufF`r ^♦1.•i•I e-+Ne Rr Lbi""•-"•�'•�nll CE '+ II A'+I'nr arts i NMJ Aar rgrrlr 1A00" rti' - R•AA'aM. ' 1 I I'r5T•N:IGL: ,� M .H ♦ W "' VI. Fr IRVlI V.1' @ - I + ,�Allr1 L AIV•AI aD if 4.1'♦ t•L 4.VY i EMBED Y +xfr N i D•n)', J1.1A4 a G ]/AWI� �• 'rllq •r.A can I-VE •L1. NA' ro la'.a„n•. ti}(,. NP 4.�-M': ... f ILA+J Ice VRIp, 3,a'�X Y AwAIx Y•r.�, ".. •', Hill MQ"IIIMJIP MnIWIl;I1LMIMFVrIMI ' y yNW", KdrTa ]♦• •�4 I. T.E TWIN +; NL'�Mv,C iat•ivltn y r.��� �. 5.500' I.+r re; NI JSzUAKIJ.+ r Aw gTVa- r: 4•MAX I MIN ,00pr L. ,j'r..+Nld lc,Out s n,ttn3nNrtv ' , Mlu. ,a KJ{ IV'r WYA'w?M J MaM• nl"LL /'1 COrDEAGaMAm IR7Atl Y. Su' .1 MtIrY.. ^I' '""•^T• i q If M. 9 d. ANCHOR SPACING SCHEDULE: ?I 2, GAUGE PAINS, FANEL FASTENS RE It 12. s" O'.C. 1nE % S N B 4" MOLICOTANC E / ,A � ';'ER tmwi TYPE (IFL_ CI o.' g Y W tl �ol� W 7t T - q 8i e' o M M to w _ � a 41 ANCHOR NOTES " 'I "ANCMOAS04MULE APPLIES TO Aµ PRODWCTA C6R71F1ED.HEREW, qUr ONLT'PAOVID�1 AtIOWAat2 ANI31M "LING. =11 ALLpWA72 AUD UAW INDICATED �$ � ✓.,1 ML MAkiI�IIN B1E:P14NS t N 6PAN FiOlEDULE SfiALLAPPLY, N#( A SNTERANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, I14E E%TBTOW: STRUCTURE ) ATN UAL, B ATKHCR TYPE- 56.ECT 00SIMN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON 1NVM)k AND SELECT SPAN G11P%ITER THAN OR EQUALTO 6NUTTERSPAN.SILEM x CCLL��ppECTIDN TYPE EASED ON *PPROPRLETE MOUNTING CONNiP4 t1EE MOUNTING DETAILS 014 SHEE71 FDM.)DENjrFICAttoN DF OONVECf t014 TYPEI• 4. FAFEL 1"ASTFNERaA ARE ST11 O6 LISEp JN g0A11 ImN wtTFl At1 At011N'nNq mfTRUSIONS (`P'•TRAOL, STUDCED ANGLE, E7C) D6E 6.33"O.0 ►ANEL PASlaN6R SPACING TAftIF YAWt3 F[7R ALL Ki'-AND'U'-hVDERS QNCLUCING,BUI1DOU,CC]NDtjION$)' 4. ANCHORS $HALL 4E INSTALLM IN ACCORDAnK.i WR"'MWIIFACTU4ER5' RE@MNENOa.Tid46. a S, HOLLOW EIA K MT S1RUCTWR 571 *U. CONFORM TO ARrM 00 BLOCK, e: MM14UM ENT SHALL OE AS tIDT®IN SCHEDULE. 0. ANtliOR 7 U WAe MINIMUM EDM9JTAN* �GEGI67ANOEtN(C9.U0�1T{1C00•IOAr1,aRrtOf,AND CTFBRWALL It PikMH55 WALL FINISHES SMALL BE UMtTEgD Tb LM" r4AM CIL SHALL EE VFAIFIBD BY OT"NiS TO 6ADEQUATELY IRA L04O5 To HO6'T STRUCTURE. 1a CONCRETE ANOiOPb NOTED W61Ea 6HALL BE EAIB6ODEb TO UN•CRA(IOD CONOT�IE pNLV. y E 9, WHIRE LINES dSTRUCTURE US WOW FRAMING, Einsni G CONDITIONS, VARY. FEELD $ (MaA�Y VEOFY THAT ERRS A" INfOA"Alr WOOD M44NO MEMBERS, NOT TLTWOOD, FASTM NB f To Fa.YWOOD 15 ACCEPTABLE Ofty PPo0pp ,1UE CLOSURE PIECES. . lD. WHERE ANWOAS FASTEN T15 NARAO(Y PACE OF STUD FMKNC, f*Tf It SHALE -BE LOWED ►N CSNTER OF NCNONAt„Y' 1 4' (R1N,) WOOD STUD 'yy55" EDGE OISTAN11T5 ACCEPTABLE ECR Vr00D FRAMMU). WOOD STUDSHALL BE"EWiMERrI W�F`G�D�56 DRGRE,LTER pEN53'FY,Lwq SCR6W SHALL HAVE PHILLIPS PAN HEAD OR HET nEAD, NL REMOVASLE ANO0116 ARE• DEW'ALT PAry,ILMAIX ALL40INTTt 501.1041T 4 BRASS BUBNaG: 14 MACHI.NEntF6WS SHALL"AVE {A3• MINIMUM ENGAG MEW OF THREADS INTOTMEBASE ANCWORANO'HAY MANE EITHER A PAN'HEAD TRUSS HMO DR WAFER NrLD (SIDEWALK BDLT) U.N.O. 13, rN$TEECLUDhIA WALL FINI?LIFS. ZD*vil d NWINVMB+IBBDML1Nr ANp®GE ETUi`AL?OR•OTNER 14.0 ATF5 A WMI ARi NOTACCEPTABLE USES. - ! DIMNA WNLMT*U$- IS. 7)b D1REC1 MOUNTING II,TN'IDITIONS- LB LINEAR JNTERPOLAT]ON IS NOT p6tMTTFO TOR U1F'M'ITH THE ANtelOR 9CFIETIUt$ IV6'17��N THIS SHEET 2,S" PDBlD ul. �.$ rr NAi9�R IWCase' PRlewQ ' P T -I CaYa TY►e 1 C2 C4 '�IBi P! 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