Loading...
HomeMy WebLinkAbout6780 Back Forty Lp, , r , AB or A.B. Anchor Boft ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF B'rfold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIRorCir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contra :tor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior K/WALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L. F. Linear Ft LL Lintel Length LT LaundryTub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (r )om) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per line ar foot PLNT SHLF or Plt. Sh. Plant Shelf PLT HT or PIt. Ht. Plate Height PSF Pounds per sqt are foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SO. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) SO or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert Vertical VLorV.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION IDESCRIPTION 04/25/12 1.00 NEW BASE PLAN 06/25/12 2.00 GRADE BEAM FOUNDATION 08/26/15 3.00 2015 NEW CODE UPDATE REV. 06.23.22 03/06/18 4.00 FBC 2017 CODE UPDATES & MODEL UPDATES 05/30/19 4.01 MOVE KITCHEN DOWN, ADD 6" WALL AT REF. 12/19/20 5.00 FBC 2020 CODE UPDATE 1L= 1EE ISI INI *,OL 17119H 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 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURALNOTES 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 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. e� o c%a vs cm e d� 9 W ■ CL u c� © C r0 V _ -- "W In N C LA- tZ A d N, d M E fO o a > C:) r QD\ N 0 CV w _o M �O*,\15t1t4�fF' o �� 11.01 Pi0 F'- / Al '. j0 i P, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E p () N Q co co 8 N N ii 6 J - 0 ��,� N(N0 dJ LL a. a a Ju-ti wa Z z —f0c . Z m o o mui Q fc N t0 am Z J Lll Z LLW0 N M Z 11 H 13 OU ❑❑❑ Z W Z N g z � z o J 13 a. �; 't tn z o a) (D a-1 C w W U O $ � w as ~ — t 8 U 0 1 • c N Q Y C. -o o M Z � a Z Z E os E w� oa H rA U z Uo �Z Z�E f0 L <'0 O o a Z rr f/) O a z QoZ MO Z c m J O U mo Z aw c4 3 0� Zz 5° aZ W T o w� 0 �a y w iG m o w` �0 ;o ch v zla¢ a 3 0 Ln 0 6 rn T m 0 L co M Ln C)Q Q :3 N � 8 N r1 I..L o U m 4-1 O LO ILL O Y O N m o � LO O CV r Q 00 00_ r E c O CV)r0 z Z N E 0 N a E U Q p c D JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. C S r elf IF, .I R 11 1 wrIF 1 11 1 1 11 1 11 111 1 oi 6C KITCHEN O 00 TUBISH FINISH FLOOR KITCHEN O. BATH BATHROOM 2 INTERIOR DETAILS VENEER KEY PLAN, SCALE: 1/4 "=V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW _ �- MIRROR VARIES wcr 1J * / MEDICINE CABINET 02 02 Q N i in Cn fnM SHWR. SHWR. CURTAIN HEAD 24" TOWEL BAR TOWEL BAR ON WALL ABOVE TUB OR SHN TOILET TOWEL BAR ON BATHROOM WALL $ SHWR. M. o co VALVES TOILET t4 SOAP PAPER tD DISH r HOLDER 4 R "' MrT O N TUB FIN. FLR. BATHRC OMS, SHOWERS AND TUBS 4 v 01 O U DOUBLE RODS SINGLE ROD CLOSETS/LAUNDRY KITCHEN 0 0 F 0 Fn MIRROR POWDER BATH N 1'-4"X1'-4" "L" SHAPE CMU COLUMN ■*------------- Y ■I NO - LANAI o 1 8'-8" FLAT CLG. A.F.F. I G.T. o AC PAD 10'-0" _ _ 13'10" 10 2-01' oo CD 10 I I v D HB I I O I I 35 SH I 6068 DINING NOOK o ■ 8'-8" FLAT CLG. 8'-8" FLAT CLG. 50 CARPET TILE o -_ O O 11'-101, 13'-2" ■ ■ 2'-7" 2'-8" 6-0" '-11' U) O N - - _ 2x6 WALL_ -- ■ L - - -� 2068 D.W. o o I M FAMILY " � BF. _ L---� 8'-8" FLAT CLG. SINK 4 ( CARPET w/ DISP s I 0° Fo iv N S6 -KITCHEN ■ N .. TYP. @ I 8'-8" FLAT CLG. 2 STORY f TILE I Z @ ;t F- I (3) x4 #2 SPF STUDS W/ 2 STORY 2ST US. HTT16 @ BASE. - �L UNDER FG1 TRUSS Ox `I r7:====:1 T-11" 2*1111 1 II II ■ 42" HIGH 1/2 i AC PAD WALL W/ 1 x CAP - - - - - ■ I I Il 1I `� O4'-1" 3'-1" 4'-8" I 3'-4" 3'-2" a L-----Ji N I I 4" PLUMBING LINE > I I • TO SECOND I I FLOOR ■ P W D. TP ■ o - - - - - - '-8" FLAT CLG. 00 I I I I I I (3) 2x4 #2 SPF U I I I I I I I I I I 1 TILE 26 8 F 0" 0" I ¢ U) OA STUDS W/ USP OPEN 1 1 I 1 1 D M _ HTT16 @ BASE TO ABV. I I I I I I I I I I I I I 3 T r 11 21 31 41 51 61 171 D 11 121 131 141 151 2868 5 ■ EDGE OF SLAB =�L - - -2868 2" BEYOND S.W. FOY R WALL 8'-8" FLAT LG. Q S4 F=- TILE b I H2 3 W.H. w � S3 gZ 4'-1" 1'_11 2'-8" 6'-2" 3'-10" 6'-4" Q ;Ilf 71 BUILDER TO PROVIDE Of OD LL W U J ■ ■ ■ NOTE: FINISHED WALLS APPLIANCE PROTECTION m TO BE FLUSH. FIELD WHEN REQUIRED PER FBC VERIFY. Z W I O Z ch I ■ °a L0 ;ENT Y U I J U 8'-8" FLA CLG. F- A ---- ■ -- Q LU LU - - N - G.T. - - - 2'-4" T GARAGS----------- rA o S3 in I 8'-8 FLAT CLG. A.F.F. i TYP, @ I I SINGLE - 7 ■ I I STORY I tI HB E 1 I I o C0 16070 OVERHEAD DOOR ■ LE ■ 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET Cr BRACKET H BASE FINISHED CABINETS o COUNTER TOP 30' H BASE o Q 4 CABINETS c so °D zo � LL ntr 1� �4 �n a. O 1 2" p 2x 9 ;- FRAMING 1/2" GYP 7 N N ? BOARD FIN. FLR. -TXT.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS 4'-8" 1 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25i S.H. 13 20X38J 18JX371 S.H. 14 20 X 50 J 18 } X 50 S.H. 15 20X63 18}X62} S.H. 16 20X72 184X71} S.H. 11 27 1/4 X 26 26 X 254 S.H. 11­13 271/4X38i 26x371 S.H. 11-14 27JX50J 26x50 S.H. 11-15 27 JX 63 26 X 62 1/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 i 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 } S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 J 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 H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 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" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET HO SEE SN SHEET � 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 FIRST FLOOR PLAN - B SCALE: X"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with Window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above 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 CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. era �O CV o Cn d N c o a Q L N C LA- G- • av o N O N C Q N -� 3 ° o d c d E d ow_Q 3 3 �° ar C W d c o 3 C •� A N G n E a � M 0 N 00 0 M 0 6fL�E: �r• °r .. • C� No !f ', .tip• °e �'�`� a J -/•.,y1 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. a �8 J O w yy N � LL {J N i a Q J LL L� li Y C1103� z 0. I Z 2-K 0 2 O 0:N r fD m Lu O - g d0 W Z IL IL W z;0 W CM Z y H i N O U I Z W Z z N (o �_ g z nQ J D_ IS U) v J 4- N 0 NI Of N v I W U c� � J � � I L U o 0-, N • �Q Q N C o Z w M U- h Z LL �E z >z0o®a O UozoLL o Fc-o rp E M �a°z 0,o z ¢o Wz o m� cn < �o o Fr zm aEi J ¢ " Q� �z 56 W N > 3 o< wLL Z Nw 3 o <W < ;o M v zl< a 0 3 _ s0 .0 O '6 O iu N V co Ln O O- 0 LO N N Co O LO _ O LL LO LL 04 '� `0 N m O ^ -- Ln T Q 0000 oo i m (^C (j o Z Z E O c E d U .J Q J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 1.1 42" KNEE WALL WITH 1x81 CAP & CASING 3/4" PLYWOOD DECKING FLOOR SYSTEM- !: 1 FRAMED STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSIN USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 1'4�1�\ o ih 1 \ 00., 10`"I� ' 9� STORAGE UNCER STARS 1xTREAD 6'� (TYP.) 5� 1x RISERS 4� \ (TYP.) 2x FRAMED iv WALL 2x4 #2 SYP. P.T. THRUST BLOC W/(2)-1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 42" KNEE WALL WITH �1x8 CAP & CASING B 36" H. CONT. GRASPABLE RAILING 1 x8 CAP & CASING 2 (3) 2x12 STRINGERS ' 1 TYP. STAIR SECTION 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 i 3/4 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 o' 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 he 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 9116 inch or a bevel not exceeding '/ inci. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. Tie greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less the i 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 she I 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 oonne ting 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 access:d by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side vith 1/2-inch gypsum board. SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1. STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMING (2) 2x HDR. REQ'D @ ENE LANDING FOf STRINGERS - CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3)16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO._ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH SIN rIN CONT. HANDRAIL RETURN TO. B WALL DETAILj SCALE: NTS O 60 v 00 N O OWNER'S SUITE 8'-0" FLAT CLG. CARPET - - G.T. - 3 D2 SIM. w/ (1) MSTAM36 FLAT STRAP BEDROOM 3 8'-0" FLAT CLG. CARPET o T r � LUH3 G.T. - - O`n C7 N W 6 D2 10'-4" CO c� 5'-4" T-5" op 1 D2 6 A H, TYP. @ o D2 25 SH CONERS 2X6 WALL 60" X 36" TB SHOWER co FIBERGLASS °' SURROUND o OW TP 5'-5 T-4" NO. BA r� !!!��8'4' FLAT C - r. TILE ;n 2068 D2 7 BF o ° 4SH 3-) 'R&S " I A TitE6 J I WIC 2068 8'-0" FLAT CLG 1 U) 2668 CARPET "[or CHASE E�E ' AHU ' _ BA I I 4SH m cn - 8'-0" FLA CL m ( Ir 2468 TILE „ Lr) ( 3' 3„ 3,_Q BF TB -5 9 TP u? � RO _. 2668 P/ 2'-4" L 6'-7" 2668 4'-2" I His W. I + -- -LL - 42"HIGH 1/2 0° ' ILL I I I I I I I WALL W/ 1x c D. w 1 I I I I I I CAP L' c=n I I I I I I I IDN 1 W 31 9 101111121131141 1161 I 24 SH D2 O H1 2; \ /00 I N I D I in 2.1 „ in 8'-0„ S-8" I I 4068 BF I ' BEDROOM 2 I I U)I Cal r 8'-0" FLAT CLG. I I °CI r CARPET I I I I I 1 I I 22 I I I D1 I I 4068 BF-0? I I l t------ -----I I 1 I 1 1 25 SH 4 I 22 EGRESSD2 I I D1 B I I H1 I I I I I I I I I I I I I I I I I I I I I L--------------------------------------� a I I I I I I I I I I 00 I I I I I N 1121 3141 151, 6 SIM. w/ (1) MSTAM36 FLAT STRA J S6 TYP. 3 D2 SIM. w/ (1) MSTAM36 FLAT STRAP HANSON BOX @ 36" A.F.F. -DRYER VENT THRU ROOF. LAU N 8'-0" FLAT CLG. TILE 0 60 •a 140C RFV 10 -1 90 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 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 18JX254 S.H. 13 20X38J 18JX37i S.H. 14 20X50J 18JX50 S.H. 15 20X63 18JX62} S.H. 16 20 X 72 18 J X 71 } S.H. 1 H2 271/4 X 26 26 X 25 } S.H. 11-13 271/4X38J 26x371 S.H. 1H4 27JX50J 26x50 S.H. 11­15 27>X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 } X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40X59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91 /4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 71/4" 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" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 ( DD +28.3 / -37.0 C: +26.6 / -29.1 OF +26.6 / -33.5 �G 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 1 +29.7 / -39.7 SECOND FLOOR PLAN - B R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR 240 .2. Except where e b p G 8 p 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. 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) M N N c C" d N W c�-a C rC C3 N - m -% N d O Q N Y � aw c E�a d � 3 � �d�sr i N = G a� y c � � o Q C5 M 0 N 0 o EN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. a fJ N u� yl U. rn r. n LL w C,a 4 Ur J LLLL z ZL R � wM 0 o m W 7 n w Qm rn cp k w Z IL U0 co MZ 0 = N Q Z W Z N � Z � g z a tJl N M z a -, lL Vi LU a U 0^ w g t+ / C N �N W � _ L CS _ o W M JZ ti Z Z g L.L E 'Z 9° N o _® Q a E: Q � �Z Oa rc H r0 ¢10 g� w¢ �yo ZM, o aZ &Z W= -s H g <o �� M� 1m m0 0 ZZ Z m r� J <W oa z o W N p 3 LL zg Qo a EW =k �_ o 0 M J c> v ° zla > a � 3 cC 0 0O > L / 0 rn r0 0 co Ln C:)� CV 0 Ln N ^ /6� U) _o 1 O N U- ' cc N m 0) LO C:)N Lo T Q0000 T E c C4 CD M Z° M Z E O N N c a E U � Qj Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 1.2 Fik FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS — 12 �5.9 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5.9 5'-0" RIDGE VENT T.O.P.— — — — — — — — — — HR.-------------------- —----------- --- HGT.. HDR. EXTERIOR PLASTER 100 ON FRAME 00 o CJ EXTERIOR PLASTER CJ r` ON FRAME FLASHING 12 25 SH 25 SH 25 SH Q3 FLASHING FLASHING^\ 12------------- 4---- 12 FIN. FLR. �Q4 --- — — --- —---------------------------------- 4— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- ----- — ---- — ------ ---- :- T.O.M. CJ / WEEP CJ / WEEP HDR. HDR. — — — —----------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- HGT. bo TEXTURED `r � r; ao o r CEMENTITIOUS ^ io i FINISH ON CMU 35 SH 25 SH 25 SH 6068 SGD REAR ELEVATION — B SCALE: 1/4" = V-0' ELEVATION — DETAILS LEFT ELEVATION — B SCALE: 1/4" = V-0" T.O.P. i" FIN. FLR. T.O.M. TEXTURED CEMENTITIOUS FINISH ON CMU 110. y FIBERGLASS SHINGLE 'I 'I INSTALLED AS PER MANUFACTURER I ao SPECIFICATIONS FIBERGLASS SHINGLE 6" 4' OFF RIDGE VENT INSTALLED AS PER 12 ^'- 2" 2" 5'-0" RIDGE VENT 12 MANUFACTURER 5.9 SPECIFICATIONS DETAIL 5.s SCALE:1r2=1'-0• ar N T.O.P. —-------------------- - T.O.P. HDR---------------- `� H R. ----- ---- HGT. 1 EXTERIOR PLASTER EXTERIOR PLASTER co ON FRAME _'loo ON FRAME El 00 I 00 RAISE BANDS C J 1 H3 SH C J q 1 H3 SH FLASHING 12 OR FOAM PER ----�_--------- 4 COMMUNITY SPECS 'OFF RIDGE VENT —25 SH FLASHING Q FIN. FLR. FIN. FLR.------------- — — — — — -- — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------------- 4 r T.O.M. — — — — — — — — — T.O.M. ----------------------- - % CJ / WEEP CJ / WEEP CJ / WEEP ❑❑ 1UI ������a� 1v/ TEXTURED 0° rOP a CEMENTITIOUS 00�a00 FINISHISHONON CMUMU TEXTURED 00 � CEMENTITIOUS io 1 H3 SH r FINISH ON CMU 00 ----- --- -- FIN. FLR. ---- -- — FIN. FLR. 3068 FRONT ELEVATION — B SCALE: 1/4" = V-0" RIGHT ELEVATION — B SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.0 • PLUMB CUT FASCIA F "OF • 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"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mil 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 ers N O N = 0 cisn N > LAJ o _ Q a� � mac - _ p i N p C'V L N p � � Q N 3 °i• ar � a d W >ot_= W 3 M -a =CL,_9= �E U M O N 00 0 o e�ttttttttl!rr�d�� %%% `♦ \G••�y s .• .ram.. �i� O • •< No PE78750 A ' R� I?Ptt`''`' 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. a o N8 ti ( 6 C " J fA rnnr�� U- w ill �- z Z �rn O L «o g O O _ O 5'(ON(g m L Q LLW00-JZ Z u1 M Z 0 y F o c) ❑❑❑ Z W z z z o v J — QU) N z v ;-, �., A m U Ow N c U L ul tr. N U 'o �' c Cn N • �Q o J� w s _J lL zo >N E E �U wLL i �e oa 1� f0o �� �o Z Z�E0 o �° wZ ci <z mo Z0, m J mo ab ¢w �Z 8 g ° Nw W "Z 3 = f MilliO r> Wa WO a r sr zl< ° 3 0O I..L Oa� m L (0 CID O .. °o N Cr Ae J U) 2 m � N ~ 4-0 O Lin _ 4-0 LL O N _lie co .0 cc mLo Ln O N T Q 00 oo �— ai E O M c 6i o Z M Z , E `` c @ o E U � Q 0 _J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2 r J a 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. UNDERGROUND IDIS SERVICE BY POWER CO.� INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 150A/200A INDOOR PANEL CENTER 0 to lights & outlets 2 to appliances and GFI )to WH to Range to HVAC 200=4/0 in 2" Conduit CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL 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 he 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 (NEG 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). S. 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 (AEC 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 alarris 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 Bit- ctrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilafon 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 d Nellings 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 spacirg of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 13" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I 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 III_ 1.5" VTR 'I I I I � I � I <\ I I I I I I I I I_o WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE PLUMBING RISER- FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACKLIGHT LIGHT SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN SWITCH FOR DISPOSAL ;Q EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) — — — — -GFI— — — — �D PUSH BUTTON SWITCH - DOOR BELL r--- I I o O a I L G I SD SMOKE DETECTOR — — — CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) IGFI GFII I TELEPHONE (OPTIONAL) i I 2 X 4 FL. i - USB TELEPHONE/USB (OPTIONAL) I IGFI © TELEVISION (OPTIONAL) K TC H E N 02 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (i)@ 1 A.F.F. DEDICATED 1 I - RECEPTACLE f O THERMOSTAT FOR MICROWAVE I I I I p]M ELECTRIC METER RANGE HOOD PER SPECS GFII - I I own ELECTRIC PANEL I I 3 L=== DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUG H-IN FOR J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT OPTIONAL LIGHTING SCALE: Y4'=1'-0" V Ii y S.D I I j `♦ I I � �♦ ROUGH -IN FOR I I ��!%� OPT. CLG. FAN/ I I I G LIGHT PRE -WIRE BEDROOM 2 ' I I I I I I I I I I I L-----------I I IA ER I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ( I I I L---------------------------------------J PER SPECS ELECTRICAL PLANS SCALE: Y4'=1'-0" SWITCH FOR DISPOSAL IN CABINET r_===_i ALT " AC PAD I I Il 11 WP )GFI DISC. c_ WZ BEr OO cr0� >_5m ers N C9 N N o d� DC c > W o� t= a� o C 10 L 1 (V — m x y c LL a N O C N d 4 ev Y a s CD d > o s c � 3 c� a3 9 rY •� T H as c E a� a M N 0 N co LEI, Eiy e `ems Off'.\ 'E'NS•4��ice' o �) � �••• c, •� No PE78750 m w :.U,• �1 yJy. NA 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. a E $ N 8 ie r V N O' O J LL �cNSc� LL a u' ii Jett Z Z 132 t to C 'NNco m w W m ogl00 ;o d W in T O3 Z N MZ Q � LL 3 Z OU ❑❑❑ W CD z Z a z p Q ¢ R a N �/ r � V C GA w m A N Q A N U Ow f2--_41 t I c U) ¢ � �Q o Z 0ao E Z0 w° >� _® EE O V i ❑a F� C ao �o o Z gE CO '� 0 ao O % ww a a� C ¢o m� 0 Z Z Z< m J w`i3 <� <w �Z 8 g Zo az W �• � a� UJ W _t C F M w� L° 0 I �dT0 . z 3: O 0 i m� >L6 Orn m m c� 0 CL N � �1 1.L o m N o LO LL 04 M° N 0) L CD N L>n r Q OO T C`/�, CAD �C j o Z W Z N E O a E v u; 0 _j c o c JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 3 5.912 SLOPE III O 4:12 SLOPE �Q I 4:12 SLOP I r— I I I I I I 5.9:12 SLO4 � I I I I I I I I I I I W LU L I � I 4 t!J I I I I ZONE-1 I z I ATTIC SPACE 288 SQ. FT. 6 1 I 4:1� 2 SLOPE 4:12 SLOPE I ZONE-3 ATTIC SPACE 860 SQ. FT. W 5Cn n z 5.9:1�' 2 SLOPE ZONE-2 ATTIC SPACE 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 288 276 39 138 10 69 138.0 0.0 138.0 (Zone 1) Main Floor 0.0 0.0 (Zone 2) 60 58 8 29 2 14 0.0 0.0 0.0 Upper Floor 5.0 1.0 (Zone 3) 860 826 118 413 29 206 213.0 75.0 138.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN—B SCALE: Y4"=1'-0" r+� N O N o o Cn y '� CV C W o cC O a O Q A C V N r C u• Ll M O .- Y) C, O N 41 y OL Q a"'3m 3 '- a> W u W L O O T 'Q� , A o 0 M N O N O M 0 % ` LEr - • � 'r �G; ► N E7 r 50 :tr 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 EW,, gE $N N � V N O �i J 0 J - � � w u LL �040 LL d W --r a z 13U. LL Z Z :0)Sao 0 Z .2-N `C7 �Y c 5 (_O 0] W (6 N J Q ��O'o Z LLW N C0 Z� Z U ~ Z L) O U ❑❑❑ V M � Z N Z o Q v J— (n N Z W -j � N s (113 w m p U O N �N ppM LU N C Ilr J ® L U as C iD N M o z u a io �� >m Zs p U w° a go ❑ a cc 1. ro o Uo CL o E o o az oz Wz W wo W� ca <o a oY m� o o Z Z Lm J N 3 ab ¢ w zz o 3 8 So a W 3 �w �LL J _ Jz �3 a �O LO O ar m m 0 a� CID CD .-. N 8 N Cn m N ~ +-� O LO O LL N m o LO O CV Lo T 00 ;0- T M L' M o Z Z E O y c`a c c E y JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 4 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN �T w w CONTROL JOINT DETAIL SCALE: 3/4" =1'-0" .0 •,: ''' . ;' -:r #5 CONTINUOUS . ,• �_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER ' : ' : ,. • :''r '.- BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. ' ` • ? u ' **Alternate: z The reinf. bars shall be ;r,• �r �i Cont. around corner by cold \ •;\\; \ ��, bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 0 �O z U)O N O Z O c� r O 5-2" AC PAD ■ 00 M 0 -v 0 r ■ J S6 2 STORY U.N.O. ■ 25'-0" 15-0" 10'-0" 1'-4" 7 4' V-4„ 2'-0" x 2'-0" x 1'-0" W/ (3) #5's E.W. / L� 5'-2" 6'-2" 1 6'- I 0" 1'-8"1 TYP. @ J 2 STORY 21_81' I S6 \\ U.N.O. \\ ■ ■ ■ ■ \ — -------- -- — ------- M I S3 I \\ \ INDI A ES FILLED CELL w/3000 PSI \\ CON R UT FROM FTR. TO BEAM HVAC CHASE \ w/ 10 1EBAR VERT. ABOVE SLAB. BASED ON TYPI AL @ ALL PLACES SHOWN LOCATION \ �\ HOO ED G. DOWELS 17" \\ EMB DME T W/ 25" EXT. ABOVE SLAB \\ "GRAD 40 STEEL" \\ 64" , 0 T 2'-6" 4'_2" II \ 7 F I II \ I loa � J II II \\ I 2'-0" x 2'-0" x 1'-0" W/ (3) #5's E.W. II \\ I ■ TYP' @ r \ °° 2 STORY I O T 0'-0" EL U O. I J I I 4 - FIN CONC. KAB S6 o I 1 0 \\ `r 1 3-1/2" MIN. 3000 PSI I I I PLUM2'-8� " r -- — —, CONC. SLAB FOR I I N STACKING \ I. AC T I ■ ( HERNANDO COUNTY I I — ONLY 3-1/2" MIN. 2500 U P� L — — ■ o I PSI CONC. SLAB OVER 1 6 MIL VISQUEEN ( STUB UP TO `•' VAPOR BARRIER — C.J. I — 2ND FLOOR ■ L-- •*O FOR FRT. DOOR �ii1� �♦ r1 �� T 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. T a> TYP. @ C;) SINGLE STORY*'� A 0 In 5'-4" I ■ FOR A/C 2'-6" x 2'-6" x - STUB UP TO 2ND FLOOR #5's E.W. I FOR A/C --------- —----------� ■ ■ — — — — —--- — -- 9'-8" 2'-8" 6'-10 F- LU K C -3 1 /2" M w. H w S3 S3 I O Cr I y. BUILDER O O 3'-8'1 fi Q p ■ ■ I PROVIDE w O APPLIANCE z z Uj l > -j CO I iL TOP OF CONCONC./PROTECTION Q PAVER TO BE 4" WHEN REQUIRED U -J 1 ■ BELOW FIN. FLR. I PER FBC - 2 u- I �I �w I >w ■ I I I 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. C.J. — (2) #5 VERTIr,ALS I A — ■ I WAN FILLED CELL 2'-6" x 2'-6" x 1'-0" S3 W/ (3) #5's E.W. J I I _ S3 I0 TB I I - ---------�—------- c C) 2'-0" x 2'-0" x 1'-0" W/ (3) #5's E.W. 16'-8" 1,_6„ 1'-10" 16'-0" 1'-10" 25'-0" 0 in 00 PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER Q TO MASON'S SCOPE '-- FOR WIDTH ;t 0 F, NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FOUNDATION PLAN SCALE: y4'=1'-0" C" N N o C" ar -o N o Q = A N an -- fl 1 R o N ar d o a rz If N � T 7 p N O. G E G 0- n M O N o `ell11llllld���� L E'vll. � .. e COS , �� E N No PE78750 •, �90 STA E OF •��� r� eel OR eee"41 1rO llMt1 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 beadng Engineer's signature and seal. 9) cm �N Q O pE NN� cm uQQ y6� Lo ���*LLLL a W�� W 0LLr1 a M U d Y U. _ Z z 2 13Z 0 C o w��_ W ° W :3 m OC � ��J0W N Cl) Z y H LLW °U ❑❑❑ _ W z � z 8 z o a v J 11 � N N �(D u -JJ w fa N $ � U OLU Tu U • a w S c J z W C',0 Z L Z < LA--ZO I �N Z Q L1 O E U o� WI Z Z® oa Z E &¢aapww WWN rco a�� UZ z rn J N m %Q W 1 C� Q z z z IA W y �O 6. F ti~W �3 z wa �~ o °zl°d ;o 3 �O 6 O a� cc 0 L CID O N N Q Cr g a � o F— +-1 O Y a- aLL 0 N Y o co N 0) O N Lo T00 00 T E c CO (0 M Z z E O c a E �: a U c JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 5 - I _. c .. �.-. .�k. ­JLa:Yih I .4., s,.l. ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 1400 MPH VIND SPEED (ALLOWABLE) 1014 MPH XPOSURE CATEGORY C EFFECTNE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 I 2e I 2n 2r 3 3e 3r 10 HIP -35.94 1 -49.57 1 -49.57 1 -49.57 GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 1 -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: Y/s' EXP. 1 (z%s) or1%2" EXP. 1 (3Y16) TILE: 1%2' EXP. 1 CY16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/a" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" X. 14v ) 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. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYPI SPF A META12 1420 19 -10d x 1 1/2" HTA20 1 1870 1 1585 1 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 518" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 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 1-112" S VGT - M 4940 3555 wl (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32)16D SINKERS& 1LUGT2 3100-M 4520-F 13100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 =605 1 12 -10d SPT24 1090 12 -10d HCP2 590 555 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/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (" ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 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 V1102 INTERSECTIONS. SPLICINGTO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5%0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER X CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-B SCALE: Y4"=1'-0" N O N N cc o -o as -o > W O L ►- o c o C R co N � m yC 'y a cc o y N G m Q Y CoN _ a) •d o � Q L c o cc a � N O- c � � o d u 0 ch 0 N _o CM 0 `,�ple11i1i1floe', A• LE�v; �.�`� '.. i, ,�N,3 �f i ' No 7/3750 ' S) STA c OF tl 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 H EE S cs Q p N 8 ie co Cl U J (a *N�.. O� y� = � LL LL LL W W W yrNiv w ° a Q t1 U'- J u- ny 2 2 �rn o on _ ox�o 9 2, . o W m o'2^c° ¢ �w LW NZ N c.,) Z 0 fN F a d0 ❑OO Z W 0 Z N Z O Q Q Wvj z0 Eis (1)a) N w C Il � G) O w � N w m E t $ I = c) c � d ° 410 o a cr, M o z z s LL- ao zo lu C z 2 0 Q U -90 Fcu _ E '0 0 U �0 wo � U z� csJ np w f— a i o 1 W z ti 'fl aoZZ U mo 2z W m 0) .nm ' aw �z $ w o (0) W T C`0 NW =� y'z 3 o WF i° M v a zla- '0 3 O O 2�y N LL 'L6 O d m 0 ^' W L � co L0 C)i� CL N N Q 8 0 m +-� o L0 O LL LO N m o 0) LO O 04Lo r 00 oo T E 2 (D O M z m Z E O iL E 4? U � Q p a) JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 6.1 'P. @ HIP )RNERS I I I I I I I I L--------------------------� RSHPEENGINEERED CLADDING W ND PRESSURES AND SUUCTIONS FORM AN ROOF16 ROOF DESIGN ALLOWABLE OHEIGHT 5T 5 ftND RASCE lIND SPEED (ULTIMATE) 140.0 MPH /IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 ( Y,6) or1%2' EXP. 1 ey16) TILE: 1 /32' EXP. 1 OV16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" 5x� 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1792', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER 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 DEG. [4:12]412:12] a=4ft 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 -1Cd x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 114" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 wl (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 _(K) V (2) LGT2 4060-M 3770-F 3500-M 3240-F +^/ (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 161 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 1 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/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS e1102 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 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B SCALE: X"=1'-0" C" o= N C" N � s o-� o u a Cl) Q c co m cv CL- V, <O O y CV L N y C7 Q CV w 5 o a m y a, i c c N T u, o- c � Ce o O.. v 0 C'M 0 N co 0 \\\ t ;E k �•,� w'7 ��,•' t .F Pv • G� (No Pc ^750 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 - Residenfial 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. am tf) W Q O $ N M E 04 -N_ W 6 CO 0 OD er%i # 'L u- 0 9) Q 103Z LL w 04 v d W - a oLLLL a z Z _ r o 0 0 r `-e9 o s �1 CN O m w Q W 'I L ILL Z J z 00 W Z z N M lV F Z OU ❑�❑ W U C z N Cq (D z r U)V) z O 0 4—J (� w o� 0 ) w $ c N �N .. r— in (� ',IiiliiiiiiimillM U a w mz� t I " Q Y m S� o M a3 J < w z s cu E a p c�a U 20 s `a 0 a� z® °w a Z F— o N � �g z aao 00 o o �z i o Z cn C C m � J> z o .a � m m mo a zz ¢ w a ° z W C/) ? �� mop <o 0 a0 �1, a yE z =3 � O v zla a 3 �O 1. L— rn m co ^' W t•.9 co L0 O^ N CL s1/ Q ad o CV ' /� ~ LL O_1�c r___ N LO m o Lo r Q O N 00 op r ui L C� CV)o i/i Z m Z � E O N m a U 0 v Q c JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 6.2 t 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 L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed 180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load < 1 .0 Safe vertical loci Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS mffllpmg MINE kI E � E UIV • • IUE i ii i O � ©• � • • O i isms-RIE F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY a w 8 F 16- B/ 1 T < z g tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #5 REBAR ALTERNATE POWERS MIN. (1) REQ'D + L °R STEEL LINTEL • • G .M.U. ff5 REBAR AT TOP 44REQ'D- • + • d GROUT m a� (q 5 REBAR AT = - r j BOTTOM OF , vi z W rn LINTEL CAVITY W V o -BOTTOM a W (J $ r REINFORCING ¢ a C7 cr 7.5/8"ACTUAL ' NOMINAL WIDTH PROVIDED IN Za LL 6 w d 3 LINTEL ¢ _po' S (VARIES) v~, v . 11 1-1/2" CLEAR MATERIALS `-16 GAUGE POWERS cT precast lintels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for Installation. A416 graspecifications2. Prestressing strand per ASTM A Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION CONT. PRECAST "U" LINTEL FILLED SOLID W/ 3000 PSI GROUT (SEE LINTEL PLAN FOR MINIMUM UPLIFT GROUT TO BE SIZE & REINFORCEMENT) CONNECTOR FLUSH WITH STANDARD 90 TYPICAL TOP OF WALL DEGREE HOOK (SEE PLAN) ---, fl f N 7. • : '- ••: ` HOOK LINTEL REINFORCING INTO SIDE ,.., . Y .�. ��• M :: �•. ', Y ` ' F ~ . •. r • VERTICALS «�' �'^-;-.,,.r, ti: ., �--;• _:ice=' •,, .. � . .., .� , : �, t t:!'---PROVIDE 3"x3" HOLE IN BOTTOM OF -' PRECAST LINTEL TO ` EXTEND WALL REINF. THROUGH AS REQ'D. ' PROVIDE STD. 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 :. •, . - '••. 1 :� ; i1.• •.•�• •:•.cif � - .•°•�^ •. ! :.:. .i' KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL' OLID W/ (1) #5 BAR • : • INSTALL MIN. 25" LAP SPLICE BETWEEN WALL REINF. & LINTEL TOP STEEL AT EACH SIDE OF OPENING TYP. CONT. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR N Cza C .� ..• �� �.. • t' •• i•' -• •y • • . . SEE FOUNDATION PLAN FOR-/ SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION INDICATES FILLED CELL FROM FTG. TO BEAM w/ (1) #5 BAR 8" x 8" x 16" CMU U.N.O. TYP. DOWEL 25" MIN LAP (AC1530) SHEAR FRAME @ SINGLE OR MULTIPLE WINDOWS SCALE: 1/2" = 1'-0" REVISION 10-19-16 U"J L O 4'-6" LL O 5'-8" LL O MIN. 17'-4" LL O 8'-8" LL E 6'-0" LL O 4'-0" LL LINTEL PLAN SCALE: Y4'=1'-O" M - cV N Cn CV c Q dLW s w c� o ro v N •o °OLL. C1 N R O to p CV = y 6, O r6 Q r N Y = d E s c d C' cc c c cc T Q� v, E o a M O CV 0 ``at{Illi.il,a's' Mo :IC, �•• STATE OF op•'• '`rrrfsttlt`:°° 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. f» p f • CS E u8i N N C5 G r, J Y - y (R)nrZL w (A yoNv a 9 LL a z Z Zm rn o SO tmo oo o 3 'ro N Cp m a _M W ��GZ Z z N M ILW 00 ZZ F (V/! 0 0 000 Z00000 Z W 0 Z Z Q rz � chi+ In Z v CD L .v C7 �0 w 8 0 c C" U , _. U � Q soo o CC) w _J Z o Z a =o Q� U W° z _® oa H (O E 010 X V O 8 V Z: o °3 I- do o MZ N C� oUxUz oFF Z�� m J s y 0 r < W 2Z $ z o� o Waz >„ O ¢E N w _� °° of MJa is 03 C �CD O i � '6 O d' �o L � co LO O a tV N Q Cr 0 o � o OL` r%-. C)(N I� o 0)r Q Ln Q 00 AO T ui m 4_' ^ CEO M c5 Z Z E O E c a O Yj U 3 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 7 NukukaLL _L _ za tlWl Illls,�ililil.-- -- - - - - - - - - -- - - � ;� _ � +1, -'u' &INK J i.+6Lillidl� �. v i rr W N m x m N C 0 cn 0 N 0 I N 0 to J� c 3 H N N a E N 0 x c ID. i 120 E U i i a 0 J a� t� N N 00 hi 0 a N N 00 M v a� NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATERS 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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C,M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL 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 A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: T' C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 Yz" 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. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler syystems including all risers and spray heads shall nbt be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment Is requlr2 9. FBC-R R318.1.5 - C ncrete outer and mortar along the foundation perimeter must be removed tie ore extenol�sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, Including landscaping and Irrigation. Any 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" %" 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 BEAM ETC ARE T BE YP S, E O S #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. O */1 I" N d� �r W � o = c CS cc V N �LLa. re o N O N L d O f0 cr N Y Q 3 m L a H ro E 0 a r, 0 c�) N 0 N co o_ M o LEbl,rr o • NO P' 8750 Q__ n T' tr- r 10. 10 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. tll H o EE S Q O N 8 U`" a r- `$ Lo 0 .- y U) LL LL LL U) �Muj dl 0 1 a cLL _ z 0. rn 0 0 Z 9 o m W o fe C%j m O' rn�Oj00 W J W CO Z 0 N CL aullN "t do ❑❑❑ W Ur M M V .- z N MO z � � 913 z o 0- v J N U) E3 M V1 z v � o � U O w s V) c V) y t =was c CD r. Q Q o S� o J z w Cl, M g 2 $ Z Z LL zo �z >m io Eu o � V w° _® oa F f0 g� &0 00 o r0°z CD 4' p ¢o wz W rn c< 01Z oe m, m � J hm ab '<w �z 8 g Z Z m �& C, r wl n m d i¢ 3V 3 c o O T m M 'L6 O C7 ^, W L co o LO N aCr:3N .2 0 m o � LO �i 0ILL CN M o 0) r CD N U.) Q 00 r- 00 T E c (D M Z M 3 E Q m E m c c IL 0 � p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SN 1 1, a.ii�.L WIDELJI �1.� - �IIfL — — —_ — --- _ -ilk . WS•l� 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) A Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAx1-1/2" LONG (3/4%1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:-) DOUBLE JOIST CONNECTION N.T.S. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O 0 6-0" STUB -OUT FOR O o ;� GAS METER o N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'4" (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. 16 4" (1) SIMPSON HTS20 OR (3)16d TOENAILS r*—IL TOENACONNECTIONS 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 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building 1/16 code for appropriate details in One 10d box areas--20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I lse 3" Mnd1 nails at All n-r. u/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK BOND BEAM SIMPSON MGT w/ (22)10d W � NAILS TYP. GIRDER TRUSS Q STD. 90° CONT. #5 BCONT. #5AR > HOOK :::] �(�� BAR r 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN ' OTHERWISE SOLID BLOCKING TO MATCH L Solid block all # OF 2nd FLOOR posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap ?" min. 2" max. 4 max. Q Clinch nails when possible Tight fit (1 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation L Series Depth End I Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d , 5-8d 9-1/2" BCI6000s® 11-7/8" BCI6500sQ9 14" i 16" 2-8d 2-8d 2-8d 3-8d 2-8d 5-8d 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-1 5-8d 16" 2-8d I 6-8d BCI90s® 11-7/ " 3-16d I 3-16d 14 5-16d I 5-16d 16" 6-16d I 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over �- blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6A 1Y" ROUND HOLE MAY -� 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. Any 16" joist Span (1) -_ - 12 1'-9 1' 2'. 1' 2" 1'-3' T-9r' 2'-4" 2'-11" 3' T' 4' 7 4-9" 6-4" 16 1'-0'' R 1'2'• 1' 2" 1' T' 2'-5" 3'-2" 3'-10'. 4'Z' S T' 6'-4' T 2" 20 1'-0" 1' Z' 1' 2" 2-9' *_a: 4'-10" 5-11" 6'-11" 7'-11" 24 1'-0 1' 2' 1'-3°' 2�' 3' T' 4'-9f' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO, 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT W/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist kJoist can be offset up to 3" to avoid vertical plumbinge. 3" max JOISTS OFFSET N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. \nstall tight to top flange. y \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight 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 0 requirements o� 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-� SEE PLAN FOR •. - d . • FOUNDATION INFO .4 a STEM FOUNDATION GRADE REINF. SEE PLAN w�. k,nmoc •+ rv%, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"- CENTERED @ PIPE PENETRATION ° PVC OR SCH40 SLEEVE PLUMBING LINE �Zl \ •a. • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE °a. c °v G d a / r7 c >_ N a W N o o avtZo C cc V N —. M x N R O L Q r N Y d d E s c d o..Q io y a� w � c o � T 7 � O y fl- C R o a u 0 M N N M _o M o L�9t���,' E v ��V• �•.0 s No f'' - 73750 � •'1'�: • 3/1 STr1 T E OF .1LJ•••. •: j/ o � P ° . r- % 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. a W a o 8 N �� V O Lo ik 0 :t'- 7 — 99 -' u- 0rNiv- v M LL a w a d z LL Z 0 z �.rno� ig yN(D o , o m w Q W og�� (1)°' °i a m r W ILLZ N M Z LW w N H �' o 0 ❑00 Z z z o a r M V) U) 2: a 0 ft3 w o a v O wQ) s cn c yz � w as 1 U 0 Q o J� w z c� 0 3 Z 8 -o 0°® » 0 E ui oa H rpm �o wo °oa z �z wZ E mo 2LL Z J mZ :5 3 1 N ab g Zo az W m ngw ~ J oLL ¢~ 5 K= v is a -u3 `0 O _ a 'L6 O m O L CID LO O :3 Q- N 0 N Q CL m (V 4-0 O LO co c) O .0 m o 0) -0 00 !� r Q 00 00 T E � CD CM z M Z 7 N E O d`ai c v D U 2 a. � Q p � JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. SN 1 �Il�w ■ irp rirrm-17f7N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 %\ P') VARIES 5/8" OR 1/2" HIGH — STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1 V-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL, UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER P ° SHINGLE ROOF, SHINGLES TOL [I BE IN ACCORDANCE w/ ASTM =— WII I —9D7158-CLASS G or H, or ASTMILU D3161-CLASS F, INLm� II It ACCORDANCE w/ TABLE ' �i U I� R905.2.6.1, FLORIDA BUILDING — ��I—Ill— CODE 7TH EDITION (2020) 8 r l l _I�[ I II RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA • 2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"4"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ Hr 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 TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4M A WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE CV _ r ° ° e I - z 00 Cl)T •d• — 0 ;0 6 MIL VAPOR > — z BARRIER — • • — T COMP. SOIL. (COMPACTED TO 95% _ — — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 314" =1'-0° S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS—[�O.H.D. RECESS z II co .. 4 00 T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOW) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. s+ 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES M 2x4 CONT-' I I GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH '—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8„OR 1/2 HIGH STRENGTH / _� `TRUSS BOTTOM CHORD OR 2x4 #2 SPF s „ „ (U.N.O.) (OR GYP. TYPE X„ @ BLOCKING @ 12 O.C. w! (2)12d TOE NAILS BLOCKING @ 12„ O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR 5/" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8" x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"00/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT:1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w! (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 @ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH ELEV-0'-31/2" z 31/2" MIN. 31/2" MIN. \ r, l= A.F.F. g LL Af N o ° IF 1/2"(min.)-4" _ 1/2"(min.)-4" 00 7 1/2"(min. -4" 31/2"(min.) - 4"q9 (2) #5 CONT. 4" 1'-4" (2) #5 CONT. 4" -41 rT> U.N.O. MIN. U.N.O. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rCC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 GOr" E0't ems• M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M�rA10J05 LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL BOLT INFO. BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24"" O.C.BOLTS 24" .VERT. OR WALL SEE GG/S3) 8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W! SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD *SIMPSON SP1 (6)1/4"x3 V TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING w/ (10)10d NAILS - r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR TYP. ASSUMED FINISHED c '� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE �„ _ ° ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy740ill MONO OR STEMWALL ? V M 0 FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy FOOTING MONO SHOWN 00 0O FOR CLARITY 6 MIL VAPOR BARRIER °' ° — — '-- R 1 7/8" ? #5 REINFORCING BAR - N4�LV e • . BEARINGCOMP.SOIL.• • II— art -�u—�a W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM D1557)l��II�11�11�1 ��lFRAME WALL TO C.M.U. WALL C ONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° A GRADE 00 =11 .a 11 IT Itr iF I (1) #5 REBAR w/ OPT. ' IW111r1 SG EEEN_ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS _ d T co M •I — �. '' e' •� 4" I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAI\ � •. '• : ¢ INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB d0 A. co 6 MIL VAPOR —_ BARRIER NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM a END OF 2" x PLATE w n U a to Cn 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH �, E I1.�11�11�11' �Ili�llt�lll�ll 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS =-V" 10" (TYP') 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. 13 SCALE: 3/4"=1'-0" S3 VA IES SEE PLAN 1 1/2" RECESS FOR 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 FOR &LAYOUT DESIGN TOP OF BEAM A - - SEE ROOF PLAN OD C ° �. ° Q ° (2) HTS20 FOR STRUCTURAL. v _ m BEAM SIZE & CQ c CONNECTION INFO M ° _ 2x4 P.T. 2x4 #2 SYP P.T. FRAMING w/ PLATE lo Ins" MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" o.s.B. z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 COLUMN LOCATION a > SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL : o: AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -� W/ DRYWALL SCREWS 8"O.C. @ ATTACHMENTS EXTEND FILL CELLS c E TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `Q ' ON FLOOR PLAN w > SIZE VARIES PER PLAN MIN. #5 z Cl) CONT. BEAD SEALANT a w/ (2) VERTICALS GRAD E ? _j FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N W SIZE AND REINFORCEMENT) c� - • WWF OR FIBERMESH ; Uj F F-- w o LU v BRICK PAVERS or SLAB PER p o v • • • • z a 0'-0" FIN. FLR./ik COMMUNITY SPECS UL 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 FOOTING J BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 C" N O N C" G N � LU � �Lo ALjC-Q — mx .: L+- C - = Iv o y N N Cco Q rr"-=� L Y > G C L dl � 7+ o a w M 0 N 0 0 p•;1;1!!lld6F; LE •No 775750 . 13 ' ST; i E OF ``'t 4 It „ 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 C E N 8 $ a N ,Q V J AS O ] L0 C15Mv # LL LL LL LU W LL a a a @ _ �°' z °ic Z r cc CS WO o 09 � mNm m W W W Co Ci L0 IL ILN Z w 0 F OU 0) 13El13 Z W Z N z 6 Q � a V I xD 0 w g N Ly N cn -- ,:: Uarz� — s ® = t 3 s � Q N —o O) o Mcl� z 0 Z Z Q U_ E O Q N �� oa ►— (fl o UO �V E o< wz W= i� <a m0 z� z m mIW �z � o� zO �U WT� O °� < 0 Qo �w _ m h� Z �3 a ;o IIIIIIIII' C w iI< o� U§ N O >LO O LL. cc CQ � N g LO Q Y J N rr1 L.L � o m � N ~ }+ 0 LC) _ LIL O t\ -,Ad N m o M U-) O N Lo r Q 00oo r ui E 2!1 O j CD j ii o z W Z O c E v w c a U � Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 v x W I N x m N LO N Co tLO N 0 J C" I N N 0 rn 0 CI a M O i a 0 x L 0 i L 12 U i 0 i a 0 0 i:z N N 00 M 0 0 a M 0 19 0 0 a b N (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 SIZE THREADED 3" DIA. EXTENSION SEE PLAN FOR HEADER 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" TT v SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TOEEAILS SPACED STEEL AND GROUT EXTERIOR FACE OF BLOCK' - ❑ ❑ no EVENLYWALL IS 1 1/2"MAXIMUM PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING 2x HEADER Ira(2) PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + STUD W/ (3)10d NAILS CRICKET AS REQUIRED + + SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING- r_F FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD 6.1L \ 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.) PROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN DOOR OPENING* —DOOR OPENING ❑ EXTERIOR ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑F111 ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 Q a ° $ d d —IF8 STD. 90`HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O 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. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J r W 0 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 1 IN POSITION GARAGE ENTRY FORM DETAIL r 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. ° POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34' 10" 6 3/4" 31/2"- r'l'yi S�cF�oN00� N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 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 TRANSFFR l 0AD. 2x6P. J-BOLT TRACK BRACKET FOP iARAGE 0OR 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1. 4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) 1 STA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. O,o OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SLR 12 (TYP.) SEE ELEV. SIMPSONSP2 w/ (12 NAILAT NAILS AT EACH STUD \� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER 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 ( ) cw> O/C FIELD r 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICACONT. 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EML O.C. MAX, PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUDMAIN 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 #(SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • 48., SPLICE STAGGERED • �10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4 16d TOENAILS TO 7�P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �+ A F= 2240 LBS F SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE 2X P.T. SECTION PLATE N SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SIMPSON SP4 \-NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC RECESSCE SP4 SP4 SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON `SIMPSON SP4 / SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) I (5645# SPF) (6970# SPF) S (9335# SPF) N. 8" 'OXIED A.T.R. & NUT OXIED A.T.R. I&NUT DXIED A.T.R. & NUT ROOF TRUSS ABOVE i 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 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" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM 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 R REV. 06.24.22 SCALE: N.T.S. S4 C" N a o W C" N a 0 C V N - omx y ca C a N -p ; Q y O fO .Q N Y ��d ca-CD CD E cm 3 2 y 5=- �a a w M1 N 0 CV co 0 ty,;!':fidiilll/f! O i A ST t `= 0,F44'. ': 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 a vEEo c.r O N U N N V Lo 6, J O _ u�i LL Z LO a LLLL IiY� 0 Z tma oo '0' W o o W 05 cp ¢ w O :, •• O U 2 N Cl)a r- a U U) H O U ❑❑❑ Z W z � o o z z Q $ J — Ln z � o w � � V O 0- Ln w o C w U W i8 - Z 15 Q7 c U) 2 Q 0 • �0 0 w M o z J LL zo >N zO z® ;s p wm s� ~ r6 x� �O o a` &z Z�� � ao ww az a mo O z J � z � N ao� z z o W � � m �R �LL � o w¢ = F- ;o IIIIIIIIIIIII 0. 0 03 c C) o O 0 _ > L6 O rn cc m 0 L to co LO O a N 0 a. ca N O Ln +-+ ILL Ln CY) O CN co m 04 O N 0000 r E __ ( CDM Z W Z E O y �o E v «? c a U Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S4 - �1 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS — 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 Mpx 9" BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45't 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT 1 @ 8 0 0/C. EXTEND AT LEAST 90% OF , ' EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING • 7/16" OSB SHEATHING END GYPSUM WALLBOARD ATTACHED W/ 1Od GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS J7 w/ 1Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM / RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1Od 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1Od & (2)1Od (NOT REQ'D WHEN / TOE NAILS @ EA. END GABLE IS 4'-l" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE // \ / 2 16d ( ) OSB SHEATHING ATTACHED OSB FIRST (4) ROWS OF TRUSSES FROM EA. \ NAILS W/ 10d NAILS @ 6" O.C. EDGES • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED \\ \\ \ (2) i6d NAILS WI (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4'T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4'T' ON TOP OF PANEL INSTALLED PER MANUF. x °� WEEP SCREED FROM EA. END TYP. TOP &BOTTOM SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 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.7 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM @ O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x21/4"TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x21/4" 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 TL N A AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP r "' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2)16d NAILS WOOD TRUSSES 2"x4"CROSS BRACE APPROX. 2x4 RAT RUN BRACING 1 1 2" 1 1 2" „ RIDGE AST NOD 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 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL " (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF 0/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. a� 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 B.OMMON U.C. SAMEINUM ER OF ROWS, SAME SLS. (ONE INTO EACH PACING) NGDE E OF D ) SEETYP.WALLSECTIONFOR SCALE:3/4"=1'-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 .,.,1.111......... .... , ..,............: ..,...� 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 VVI.1. LJ Llll 111\V 12" ISH SCHEDULE iTTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2)16d PER JOINT MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING 16d NAIL 11' BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 2"x8" "L"BRACE -� NAILS AT EACH STUD FASTENED WITH (3) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/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/ 1Od 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 3/4" SEE PLAN FOR TITEN TO CMU 2x4'7 ON TOP OF PANEL) LL BLOCKING, FASTEN WITH 2x4 BLOCKING W/' 1 Odx3" @ 4" O/C (2)12d TOENAILS LL TL SECTION 9 SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL GABLE END BRACING DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING wl (3)10d x 3" AT i • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"X6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-O" - 6'-011 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. SIMPSON SP2 w/ (12) 10d NAILS AT EACH SCALE: 3/4"=l'-0" STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION END JACK 1 V-0" MAX. o))CORNER JACK HIP FRAMING REFERENCE PLAN E S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. Olqq I��111 A lollINS FloINS NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) " f" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCALE: N.T.S. SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION Crs CV c C= o Cn d Lu ? W O L !V C o ri (� C M L] N in Coo N N t -O N O (C Q 2 N Y 3 =' a- E �. CD -Cc 3 M - as ram.+ d r co a� E 2 = C U N 0 N 0 z No P 78' � ^' STATE OF - �I�^� ` • U P `�� �v Off\ o�aa+a�a:se►t��.� 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. r E M 6 N::_ S N 10 Nn O S' Y/ rn nn: LL W Cr rNi v LL ' ° a a LL �°' Z Z m o" o OCR 9 J Q W oga,o, (0 a m �: W Go 0� Cl) Z aN OU fn F=- O 10 Z W Z N � J a N (n - M z V)CD �4--JLU N � a U O w V)Ln Y J �— E asIll t s I g 03 M ccl��i z 2 3 < B E w < E _ 1--- r0 o� o x 0 o o 0< z <owz yjpo V m� ' Z z mJ S Nm aw zZ sb °off aZ T S wW W m� J= w1.�1 �° �aF zlT� � 0 C) O N L1� 'L6 O m M C9 ^, W Ln O a N N Q 0 a. O N 4-+ 0 LO LL�--i 0 N Y m N 0) L O N Lo T oo00 r E c O M Z t° Z 7 to E O m E N C (LU J Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 LLB W N x m LO ED CN cs- 0 I N (n 0 c 3 tc-a N N a E 9 0 Lz 0 V cal i a ii v 01 d t� N N C 0 a N N M 0 m 0 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)1 Od @ 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 318" 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 " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C. BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY 4. Nv —,L— y— ' i e T t ' 6X6 WIAXW1.4 WWF OR FIBERMESMal'= �. 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 - [RSH) - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER PLYWOOD SHEATHING 5 NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. �w —INSULATION PER CHART ON FLOOR PLAN B R ETAL SEAT OR FELT PAPER FOR (I MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M Q v 4"x4" INSPECTION PORT AT IY 0- EACH FILL CELL TYPICAL LU "' AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE =1NISH GRADE 00 �L"1TT'' \—STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR ' " (SEE DETAIL) W/3" MIN. CLEARANCE 4" 114" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1Old x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL' SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d 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 )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1- " " 2"x BOT. PLATE (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 u WEEP SCREED LL INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dx1 1/2"V. NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B 15 EXPOSOSURERE1 TxT SHEATHING X PROVIDE BLOCKING AS REQUIRED PER D O SECTION X-X IF U-1 NOT FULL HEIGHT SHEET C I II z_ G FLOOR SYST M f(2)- 2x TOP PLATE BEYOND I TF T EXPOSUREI F SHEATHING SHEATHINHIN G w x SOLID 2x ' C II II II BLOCKING @ ALL j C SHEATHING U) EDGES (SEE III OPENING TION X-X cW� C x Fr w x X E II 2x STUDS w III III it II II BEYOND. co SEE PLAN o II III N \1_2x4 P.T. BASE 2x RIBBON OR --VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI I rl rI/A'r[^Kl MIAf%f1AkA A FLOOR CONNECTION rB 3/8" S. = NAIL 30' S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 SPACING FOR ADDITIONAL INFORMATION. S 314" S 1/2" f 1/2" S 1!2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 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. CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °p SEE FRAMING WEEP SCREED c z _� PLAN ' . ' INSTALLED PER MANUF. r 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1 Odx1 1/2" 0!C FOR THE 1ST 2'-0" OF NAILS @ 24 O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION KR PARALLEL TO MASONRY WALL SCALE: 3/4"=V0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 2 1/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. �— B.U.C. (8)1Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSSro SCALE:1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 11 GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ram'. '. `mow. .� • �. � —�: d e' e • -(3) #5 CONT. ON 3" l 8" 1 V-8" 1 8" I CLEARANCEMIN. INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. _ AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl7116" FLITCH PLATE TO w/ (2)12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T�7 SFF �1V 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 1Od 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" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT I PENETRATE SURFACE MORE THANy". ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL x @ 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. vxi O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o wl 8d COMMON NAIL w LL rW 0 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > ¢ I- 0 FF w! 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. n'F-00to v~i 0F Co L @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 0 ~ MEMBER IF GABLE END C c y LL NOTE: rc WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 oXTF/Q FNiAI /QR 1 S4 BOX HEADER ONLY SEE PLAN FOR REQUIRED- - CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 21/2 • 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 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)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH Cl) -1 ° -1 I I —I � I —I � I I I' a �, • a •• , $4-1 I(3) # 5 REBAR ON 3" CHAIR 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING r' 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 4'4 (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 S 0? T IIII;�I 4� @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. V S6 0 N � C o N dLU ♦e- ' L C7 o rov � .. c Ll-- a N !d O — N CV L y� N C7 f0 Q W N 2. W a� CD GO C* V cc N � u a> • +- i c o N a' c � � o C U CM CV N o 0 •\\v I,u�{aI�l e No -rj r Oi�fil 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 Cade - 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 aEo 8N U O N r v CNI 6OR a c _ CL 4 � U. z J 'f• C 0 O Co0 Lu W 'o f6N� J W fn�Ofo 0 z W M UMM z� N Z OU 2 V co F- aN �U ❑❑❑ •s W z N z z Q _ � N N M (n - N z o a) LL +� c d r, r 0U 0 w -C/) rz a, N Cn w an z U � 8it Q o o U_ `E- z o > N E 0 z oa RO 08 zE0< F- g C- 7$0 o m 0 ZF z m� J 2U maw a°" �z � 8 $ ga Z �w W m 6. NLL �- J = Flo v zIQTo 3 O O o O i c rn m m C7 L co t0 LO C)a .-. N °o LO Qv 'e J m � N +.A O LO ..� .�..+ O N d ° 00 N 0) LO � N Li) T Q 00 r ui M Cep M o Z z to EO m a E 0 ¢ o JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE: J, = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS VVNLL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 rSTRINGER FACE OF 2ND RISER 3/4" RISER CUT TO FIT A MAINTAIN BETWEEN J" / \ AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 10 2x4 BEHIND RISER BLOCKING FOR / �1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD / STOP / \ I 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I 1 3YP CUT TO FIT kRS IN WALL --2x12 SYP I BEARS IN WALL x4 BLOCKING FOR 2x12 / I I 2x4 PT UNDER 2x12 ' 2x6 SYP / \ \ ROVIDE MOISTURE / PROTECTION [7AAT�5TAACH COMPONENTS NG FOR STRAP STAIR TO CONC. W/2x4 PT NOTCHED INTO STRINGER\ TAPCONS @ MAX. 32" O.C. / AND NAILED TO FLOOR WITH GLUE \ w/ (SIMPSON 1M� ATTACH ALL COMPONENTS 1x4 GLUED AND —/ AT STRINGER CONTACT POINTS \ AT NAILS) OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER / 2 J" TAPCONS @ MAX. 32" O.C. fIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER __[ TOP OF / STRINGER t 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / XSTOP "� [ 2x8 SYP DRYWALL STOP / I MUST NOT TOUCH l STRINGERS I E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH I \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER\ (SIMPSON14)1Od MTS12 w/ D NAILED TO FLOOR WITH GLU ) x 1 1/2" NAILS) STRINGER CONTACT POINTS NAI CTION VIEW "D". SCALE: 1" = 1'-0" /--T" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL _------2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) / AND NAILED TO NAILED TO STRINGER / FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND — NAILED\ i LEC 1 2x4 PT NOTCHED INTO I STRINGER AND TAPCONED' INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS I `L2x8 SYP DRYWALL STOP MUST IL/ NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING — 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" 1 2x4 PT NOTCHED INTO STRINGER AND TAPCONED' INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS �7 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) --, 17 `-'-2x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER ,,fOR DRYWALL SPACING H SE SECTION VIEW "E" CTION VIEW SCALE: 4" = 1'-0" ON F 2x4 STC 2x4 SCALE: 1" = 1'-0" NOTE: 2x8 DRYWALL STOP % \ NOT SHOWN / STRINGER IC OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO / GIRDER, FIELD VERIFY OF NEWEL \ PER CONT � I y L(2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 t%16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: �" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED ANC NAILED TO JOIST. :L POST LET INTO ILOCK I DE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = T-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE 4TO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H R 2X BLOCKING 2X STRING PSON MTS,�2 w/ 10d x 1 1/2\NAILS 2[VDD OR 2X BLOCj�ING RISE / / VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" eM CNI o cv = o C" W V N N 14 O i N d O J a N Y 3 =' W a> E _ s 3 � io d a� o � N d C E so c a W CM O N 0 0 M o Ate' S T E QF- . 0••. q •j�dfalii9ttti� 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. Q Q E S N O M (O r V N N C) N C J M cq(N01 w a Z C13 w y C", v 1 - a a LL LL a Y z o Y6 O d' L j 7f N G m J Q W ron�O'\I � � z =if)N 0 yHt M ❑OO W z o U) a to z � o 4--' (O w W a o ca V O - w o 04 N � U � w alp z U o Q y • N o Jz _ ca J o3 z L.L z o .o > m aN Eo E= V of z z® oa FT ro f o O k< Z Co p Z KdL CO C 'o ��Z J Q � z C) Z 3 0� az W m < O H - 6� �3 v 0I. a 3 0 N 'L6 O rn T m 0 co Ln C) .-. N CL N Q $ J ^ �v/� o I..L VJ m N +� O X) a--+LLI\ 0 Y U M C) 04 co m NO 0) LO O NLo T Q 0000 r E (0 O CO Z z E O N co E U c a J Q 0 —� JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. ST 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45" DIAGONAL — BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN, 1 X 4 E 1x4 P.T. 3/16"0 X 3" LONG (" FURRING 3-1/4" LONG X 3/16" 0 FURRING TAPCONS L FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO @ TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING �� 1 DETAIL O.C. ROWS INTSTAGGERED O 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH „ 1-1/2 DETAIL 1x8w/(2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 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 n.. nr_TA lit 7 i IAII ME=A 11 STAGGERED @ 12" O.C. 'A -I /d" IiPTA II BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 1/4" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK T-0" 8d NAILS AT 8" O.C. AT BUCK (4)10d NAILS INTO 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4)10d NAILS INTO 2 x 8 BRACE/ BLKG. INSTALL WDW. SCREW ANCHORS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 8" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. r1/4" MAX EMBEDMENT INTO K.) 1t Z-O„ 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)10d 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 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 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA, END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS __T #5 REBj (TYP,) STD. 90' HOOK 0 L71 ±5A NOTCH WEB AT FIRST 2 COURSI 1APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A wl (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 61NCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY K'L� SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL i i W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'4„ 1211 e ► .e •: GRADE ► .• D e _ tV ° M ►. z . e. (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN hR YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE —1-- ` PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW—I- CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS (**) I� #5 REBAR (TYP,) , to I AA. 90° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP 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"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT (SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF ?X TRUSS AS SHOWN FOR O.H. UP TO 2'-6" °V, * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. + (FNOTy (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT 2X4 SYP .. . EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL I , IfJ1LJ' SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)1Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,, QFF QWIZF:T rl7 AAII'1 IOTCHIOTCH �;@ FIRST COURSE 3 ♦♦ z 0 2 U_ 0 LU a U_ U W, H SS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ 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 1st 4 COURSES SOLID W/GROUT a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •' OVERHAN . •; A v RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REQ'D. 1-011 5'-0" NISH F ° . •, e A. • ► :. 'L:#5 BAR ►1-0rr P V . ° .• sCENTERED W/ g ►..' ° to, • IN TOP 4 to# ; KNOCKOUT / c14 CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN °• AND SECTION DETAILS CLEAN FILL .► ° • °lit DIRT k z STANDARD q 90' HOOK N #5 BAR IN FILLED CELL -. 7- 0 , %s STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN 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 EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. 0 N C" o N d > W t� : O Qc C_ CM L C V CV O O X ,H f0 O L N 'O CV t N O 14 Q rd+ f V �4- 3 W d E L c d Cj �odda c o � T N a� E Cc 0 E: c'M N O N co 0 0 1,4o F'L7 ':;u�•�' �•' STATE OF ' �'`� • 10c` C` `-•'• `` ,i%% FrrirtFlli�f`� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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 E. �E S pN N ae 6 Cl J Lo 0 d� �NO� LL wa w W ai cn v � w - °• U_ o z J _ z boo 11 0 Z �_°' CS_ o in Lu �2�z 0 W w 00 ul r7 Z N F N z o� ❑❑❑ W z Co 'o z � � N N z c� o czco L , u- Uj 0 W a A V 0 CD w o UP)� N �Nhzl w � J E �® t 8 I _ � m Y o C Z W z E �g�s �" a E0 U i _® F— f0 � E g0 tt r Wa 00 O Z cc, �0 = w C=!J � a z a = V M O oLL Z Z m (1)ym (9b F ¢w iN 81 Ez W 8 T� m 2 3p �w r N� J v 0 o .20 >L6 o m L co L0 C) D a. N N Q Cr 0 r1 LL o m ' , 4-0 `N LL 0 L0 CD 04 f° N m L N Ln r 00 00 T E E . (� cM (.0N1 Z Z 7 E C) 10 a E U � Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. SS .51� sFl I I I I I 1 I I I I I I I I --------- CROSS BRACING DETAIL (TYP)rl 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 ... ... ` �...... ......... TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH III IZI 1-4 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. '---L-WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 491 1'4„ EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE �g PORCH SILL(_15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2" ---A-.--*—� W 4" z c~n . n N PORCH SLAB SEE FOUNDATION PLAN (2) #5's CONT. T&B Iw U) 2 z W/ #3 STIRRUPS AT 04 z 4'-0" WHEN DEPTH , ' EXCEEDS 30" LOWER OR GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWNr17 SCALE: N.T.S. SCALE: N.T.S. LK 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS USSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. HIP G.T WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE —� PLAN EXTEND __-- x SLAB 11/2" k46 (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" RADE (V Z 2 ENTRY PORCH SILLrj_4_� SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO i = 1 MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 z O Q w J w w w W/ (1) #5 CON REQ'D @ MID I I I r- I I II I I I I IP 1 I T. FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. Ak COURSE FOR BASE SIZE (3) #5's EA. WAY SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN »s�lillATi.����s CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" T MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID -SEE ELEV. FOR BLK HGT. -#5 REBAR CONT @ SLAB LEVEL -EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON LSTA18 »s�lillATi.����s CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" T MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID -SEE ELEV. FOR BLK HGT. -#5 REBAR CONT @ SLAB LEVEL -EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON LSTA18 W/ (12) 10d NAILS SIMPSON HUC410 F- I SEE PLAN CENTERED AT w/ (14) FOR CANT. I ( 16d INTO HEADER & (6) SPLIT TO TIE 10d INTO BEAM -SEE I BEAMS TOGETHER I I ROOF PLAN FOR MORE I I I I I I INFO I I SEE FLOOR PLAN FOR I I 1 COLUMN SIZE & BASE I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE — — _ — INDICATED ON BM. & ADDITIONAL INFO. — — — — — — — — — — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON M OPTION B CONNECTION INFO OPTION C SCHEDULE/PLAN EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 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. i� 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION(*22� SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR Tim' OF -TAM I SEE PLAN FOR CANT. IF INDICATED 0 CORNER - SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT • ��--�� - -�� -may- __--tom~- A-�'—ram- -t =� • a MIDDLE GARAGE OR LOWER SLAB SEE PLAN WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B /TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ OP WALL EE PLAN Yz" CDX PLYWOOD OR 3/16" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES 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 Y TITEN HD 2"' I ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT A 4A V d A. A MAIN HOUSE a ° a SLAB .4 M (2) #5's CONT. T&B w/ #3 STIRRUPS AT c 4'-0" WHEN DEPTH a .a a . EXCEEDS 30" A 6 a. lV Z ° Q .t V-4-1 SECTION GARAGE MONO 21 SCALE: N.T.S. Cn N O N C" !V o Q C W Y w O CO V C`J _,amx to N G J Q N � N > E t = d�=-s m c o 7 .a N n- = E C o a. C`M N O N 0 M L E Ly,. °I,,,� q • �/ • �- �� No PE:" '750 Z. 9 -,T'',.r.E OF To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W E S N 4 8 J J O = �; C?LL U_ 0 a co U. W LL U a x J ZZ c 0)0 j 2 N 8 _ 0 a �NtO m tL W y���J�w N fh Z (U H z o aoa t W 0 M z N z z o J— z Q) U' �10 (10 w U O —� w N LU Ln �- E ra Q 0 o J< Z � � Z CN o < J � E aR t1 0 oLL z® E 0 QQi ou (a S0p � 14 z o E ¢� U�¢ <o m� C:s� z ` °z m v '° z � 8 `gam s W to z LL a � o � -E G w� ao v il�aT0 3 C C) i 0 O cc c� L LO O a Q N 0 N r1 u o a- i-+ p -- / O L N m o 0) Lf) O N Lo r 0000 r E 'c_• O C) Z O Z E a v _j a o JOB NO: 23-02469 SCALE: AS NOTED SHEET NO. D 1 a MIDDLE GARAGE OR LOWER SLAB SEE PLAN WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B /TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ OP WALL EE PLAN Yz" CDX PLYWOOD OR 3/16" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES 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 Y TITEN HD 2"' I ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT A 4A V d A. A MAIN HOUSE a ° a SLAB .4 M (2) #5's CONT. T&B w/ #3 STIRRUPS AT c 4'-0" WHEN DEPTH a .a a . EXCEEDS 30" A 6 a. lV Z ° Q .t V-4-1 SECTION GARAGE MONO 21 SCALE: N.T.S. Cn N O N C" !V o Q C W Y w O CO V C`J _,amx to N G J Q N � N > E t = d�=-s m c o 7 .a N n- = E C o a. C`M N O N 0 M L E Ly,. °I,,,� q • �/ • �- �� No PE:" '750 Z. 9 -,T'',.r.E OF To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W E S N 4 8 J J O = �; C?LL U_ 0 a co U. W LL U a x J ZZ c 0)0 j 2 N 8 _ 0 a �NtO m tL W y���J�w N fh Z (U H z o aoa t W 0 M z N z z o J— z Q) U' �10 (10 w U O —� w N LU Ln �- E ra Q 0 o J< Z � � Z CN o < J � E aR t1 0 oLL z® E 0 QQi ou (a S0p � 14 z o E ¢� U�¢ <o m� C:s� z ` °z m v '° z � 8 `gam s W to z LL a � o � -E G w� ao v il�aT0 3 C C) i 0 O cc c� L LO O a Q N 0 N r1 u o a- i-+ p -- / O L N m o 0) Lf) O N Lo r 0000 r E 'c_• O C) Z O Z E a v _j a o JOB NO: 23-02469 SCALE: AS NOTED SHEET NO. D 1 li ......�,- ,.. ► .L. ._ .. .. .1_, .� �1... i.� . .� -- -- -- -i' - - -- --- - --- - - - - - ,Lila„-L.�.1,61 1,- 3 I I i I I I I I I I I 1 I I I I 1 I I I I I i I i 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 EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS--�, G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP-7 Q (2) 2x HEADER G SEE PLAN 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. ; 1'!IIIrOm WN A-��EamI1��; �12NCO L-U 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. E F TYP 6" (2) 2x HEADER G ���EE PLAN F SEE FOUND. PLAN FOR FTG. REQ. AO SIMPSON SP2 w/ (12) 10d NAILS BO SIMPSON LSTA24 w/(18) 10d NAILS x 4 SPF O SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. OD SIMPSON SP1 w/ (10) 10d NAILS OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER 1 � JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS OINTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 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 HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER 2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING .� (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM %9� SCALE: N.T.S. (2)-12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL QA BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE #2 BLOCKING NOTE: VERIFY WITH FLOOR Z ;(D2x4 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) -10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 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 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 WALLx 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 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/ 1-JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] �10 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR CONNECTION. SEE PLAN FOR CONN. (3) 2x # SPF (2) - 2x SPF TOP PLATE STUDS w/ 10d @ 8" O.C. EACH SIDE U.N.O. ON PLAN �r 2X CONT. RIBBON TYPICAL BLOCK FLOOR DECK WALL FLOOR TRUSS/ 1-JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 TIE BEAM 1/4" TITENS PROVIDE BLOCKING BELOW JAMBS GIRDER/COL. CONN. @ 2nd FLOOR 3 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 ` 4 SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER tl SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE • 2 WS10d@ 3" 0/ �c A FNO 2 TF48 M TO d PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE (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 Al OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER CONNECTION DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION 12d NAILS AT 6" O.C. TYP T & B \ SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 I 2 x #2YP WALL) @ 24" O.C. S U.N.O. 2xCONT. T&B 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 'PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) 4"P ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. "FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE SDS @ 16" O.C. ALT. HEADER ANCHOR • SCALE: N.T.S. JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 e•^a c-2 c N Cn z, N d� � W as r� c o W 0- m X r lY d N (O CM �- doh O> � d CD CC adds u M a c; cc, o o. u w M 0 N 0 V01 O L. c No PY':,�0 ' o S T V L17 V`_ 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) E ,9 N N N 8 N J Lo C ,n co 'a u� u; aCDCGo u a M0� a a a JLLii z rn O 0 13 ox10 Q"' :30 N t0 co Q W d m to W z , Zn 0 M Z Q tua LL N 3�� ❑❑❑ z W C z N m z ! 8 z a a N z C1 (3) � W W � W U O W s �N v U W �- e s _ z U o' N ¢NC • s o Jz Q cocl� J Z h Z 2 � CIS' O Q o Q p • sLL W z® ' 0 O E < Mo OQ UO DO Z O ulL Z W N <o mo ZH z7§! m � UOZfU m <W O g C/� ¢ z W�LL " x3 o wa >x a 0< °3 O Ln O 6 0 CO co LO O a CV N Q 6 8 0 F—_ O L N '� `° N m Ln O N Lo T 00 � �--• E c (0 O CV) Z z E O a E U Q O C a) JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D 2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/6" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 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 ^' ^ 'n WEATHER ✓E BARRIER & ;ARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING - ►i WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID AZSUBF10 NAIL BRAND OR EQUAL WEATHER OPROF CAULKING SELF -ADHERED FLASHING OOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) ' SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING O 2 SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f ' in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (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 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTF FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN s�OPE --- V-4" PER PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER I I I s IL Lu IL rn Cn LU U W Ir LU CONTINUOUS BACKER ROD & SEALANT A RIM JOIST WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied ��;t 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 Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILO 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, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 0 FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED vwNDOW pp g g pp (SEE DETAIL WP01) /r\ membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD on :LF-ADHERED FLASHING rTCH HERED FLASHING 1 2 4 5 0 a SELF -ADHERED FLASHING INSIDE CORNER �Ground� FOUNDATION WEEP SCREED )~ STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB LSF LATH �- WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER �3-1/2" INCH FLANGE THIS NATU DO N( DRIP ACCE SOFFIT/CANTILEVER 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 RELEASEPOSE AwensTO OVM) 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 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 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. ' 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. 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Conti nuously 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. w t R t t B mer 7.7.At built-in autters. a er esls an a Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH J\/\ PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB 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 buttjoints need to becaulked using Stampede or sim. caulk for all cV 0 N C" cV fl Z Q a> LU 7 W E=o w L c to C..5 CV x .r c�0- (O C= a- N N d O fa Q " CV Y cs c d CD a 3 � To m ar � 4.)W a� CID c N � c E M CV N 0 O ,,�a Etiii (?1a IfJ• .No 78750 L/ ST;, r tr- -'m_ ' `� • o.,tji%i:3ii10Zi�, 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 W F o E ,8 a a O M N N G/ N k - C ii (0 w a NM0 u a a mLLu_ a 13 - L M CS 0 '' a N CO2c,_O m J Q 0 z ILW 00 - Ci Z N M Z ~ Z o ❑❑❑ Z W M = Z N M z a Z o Q v J - N M O 4-J cn f13 w � is U Ow Ln N N =' - rQ,CD U w J E a; $ ® 1 U 'o C � � Q Y �Q s• ee o r M Z o Z Z E za ° <N (] E U oLL W i Z® o a � �CX 000 Co 8 EQ Z�� d Cj aZw S �J cn N ai W mo ZM �� �Z 8 o -W Wa8- g �k �LL . r ;o millZ v 01 $ 3 InO N m 1..� � L tM ` c� to co LO O N N Q 0 ^ � o L.L VJ m N 4­0 O L0 _ 4-1 O I\ Ncc Y w N m 0) L , O N L�% r Q 00 00 r E c O M Z° ca ca H E p m (L 0 a3 � ¢ p c _J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. WP1 1. 141... .s , �l . _ �.1J:1.L_...,r.....lJw. �mw9wel' Mounting BrackRts (10 Gauge) +112' x +1.12' x 2-12" See Anchor Schedule Bolts 112' Dia. A325 Gals. fryPa g t 0 e .i A It Ma I; Screws A/C unit Botturn Edge Hurricane Strap (Typic'af, 3 in front) Front Cross Support (May be cut to W) Left Bracket i 16 Gauge) It 14 $elf -Drilling Screws Thru Brackets & Sack Cross Support Into Alt Unit Bottom Side (Typical: 3 each side for hurricane use) 1 asisxJ iNashers Nuts S� 4u. mat3lanun rnueteasuri art i-Ini vrrh.-b liurrtim A r 111 ¢ Rallied SW Drzewit" evaiWie Mpaa treatment (aAdYiesal fee wa apt) Back Cross Support (May be cut to W) Bight Bracket 06Gauge) Florida Department of Busill & Professional Regulation Poe i art Building Codes and Standards 2narsozl Product Approval Application Detail Y 9&0 Endlyer Gttt part c Mm yandon ter f7gtterd enana.auoegtt alammtd FOCAmmyal Apor e9atom Mrlmdion 2020 Sman Vass Products, Inn MchW Graham Harmer f. More o P.E Locke Bon -den P.E. 12M6/2020 12M00O20 12282020 Approved Cm-. a une" Ccm"c"'I (877) 4416368 06 PE-73779 (334)31800 "Calopfr. Products n"ducedaea Prison or Info®arellwntern New Technology compliance Method Evaluation Repot I-. Florida Registered Arma.t ora Uomaed Florida Professional Engineer gal PrddheSMedi. Moore, He- G,Mav $AMNLQ02xmw S Asrtr Auolrwdfor in Him Use Amondfor Uea Outdid, RVINE b= R.W t t Dydon YJIt$g1 1 SnartVent Moral a1540.510 Dear Functlm Flood and ventilation Vent 12r3120221 Yes Yes WA 1004100 2 SmartVand Model #154"11 Dual Fu..U. Flood and WnNadm Ved 12A12023 Y- Yes N1A NODA700 3 SmanYert Model#1540.520 In led Float Vent 120112023 Yes Yes NA1 .1OD1. 00 4 SmadVeMMods:01540.521 nsu ated Flood Van /21312023 Yes Yes NM .100A 100 5 9madVent Mode#1540. 4 16Agld; Garage Door Flood Vrd 120112023 Yes Y. NJA WA 6 Smanuent Model 9'1540.570 Wised Wall lnWlatsd Flood Vent 121312023 Yes Yes NIA .100/LID0 7 SmartVent Model #15406574 14.5&qud: Garage Door Flood Vent 12/312023 Yes Yes NIA NIA Florida Department of Busiretas & Professional Regulation Page 1 rl Budding Code:: and Standards In4=1 Product Approve Application Denali r r 22!h t 4L )elf Rd* 2K§ Sam XKWM t1�6rWYML (' Erslamevrauorgeeydddad Be ydlgap,26&Mmg F8C A -least ae,,Ied EYtla Revision 2020 Drexel Metals. ins. Jssm muff m Zachary R. Pdet Locke Sini P.E. UBMOM20 o8A92020 oenwozo t Oh31020 Apprred Category: Roofing (502) 303,1511 PE-74021 (334) 300-1800 In -1 saw. Mete) Rootng )snumete®oroxmd.aan C. vlp Mdhoe EwMari Report fan a Florida "Ids4erad Arthtect or a Licensed Fiction Fya17a79.na Professional Engineer Product. Aga Product Deaodption cararsd Legg, dmhMlm Sgprawd Data Ii310Qti to Use Amowdfor Uw Out" R : Ig)gw Resistant Ilan 1 Drexel Mdel Roamg systems Oa1C 1ODN5; OMC 150", DMC 1754 Dlr-2008, 11J312025 Yea No MIA .Ohtao DMC 5V Florida Dopartrlent of Buslr ass & Professional Regulation Papa2r4 Building codes and standards 301 Product Approve 1 Application Detail ralaa Irdly or 291 Rot DMe Piodm prgg Migs Vernon tde9agt Eroinaor Alec MR Widened av ygggglod FOC Aa.eval Rmi Revelon 2020 Therma-Tru Corporation Sew Jesporson Lyndon F. SCAridt RE Ryon J. IOrg,P.E. 04/15)2021 17131t202o 04=021 06.0"21 Appowd Calepary: exterior Deese (80o) 843.7628 PE-43409 (613) 76T6555 atbeMeprr, 84rngng Exterior Dar Assembles sleap.sondth rmdru.c Complanca EMbOd: Evaluation Repoli tam a rn Florkh Ragistamd AmhMed or a Licensed Florida Prokssirld Engineer FL92BUSM products UseDina � as&x Seaateaeedidfta steed F�CtL c in HVHZ Resident 1 D. Tharns-Tru FltarvCasdc and Smooth -Sher Momnsl S8df39:8 &quctlmpactegm: Op.que 12eWma No Y. Yes WA Composite Eune Flotations Single Dote (Inawn9'Outsetng: X =Agut0m) 2 Is. Therms -Ton Flbr-Cessie and Smeom-Srar Normal 88a39;66Wd;Impridlimot: Do I We 12131fMil No Yes Yes WA Composite Edge Fber9sn Snga Ooo v ton SdeMem MavngKxdeMng: XO. OX a )XO tonfigrstici 3 C. ThermaTru Fiber-Comse and Smooth.Sfr Nominal 6M9:8 aqurtlmgd8qua: OPrque 12J3ifM6 No Yes Yes WA Composte Edge Fiberglass Double Door corn or wlihait Susaha (hswnp'Outswn¢ XX o- DXXO cmaguretions) A d. Theme-7m Fiber -Classic and Smooth -par NarNnd 8aA39A aqud:Yrped6quot OphWe i2/312028 No Yes Yea WA Conpodts Edge Fiberglass Single Door (hMn9/RdsWlrq; X cmtguratlm) 5 e. Theme -Ton Flbr-Cbssic end smorA-Star Nonni 884139;0 agrr;lnpadaqud Op hque 1201208 No Yes Yes WA Composite Edge Fbrtjess Single Ooory th Sid Ihi(Iraalrg,VdevArg:XO.OX. )XO omfgunall al 6 fTherrte-Ton Fbrddtaalo and SmodRSMr Namind 88411211p 4,grd:ampad8quot Ophwe 12012026 NO Yee Yin WA Cmp.M. Edge Fbergkae Deuba Door olio or with out atl6ltea (line IngtOutwnng; XX is OXXO configurations) 7 11 Thenw4-Tru Rbar-Cliasie sad &nodN-Star Nominal 881M:86Wd:troadLepot Gazed 1213120 8 No Yes Yen WA Composite Edge Flbeii Single Door (nsWng/OutrWlhg: X emtgur"on) 8 h. Therm -TN Flbr-Clesse and SMOOM-Sir Nrnlnd 641411 &Qpd:npadaquat GW xed 12/312026 No Yes Yes WA Compoette Edge Flboripass Single Doors th addm(s)(InsvingiOuaWng; XO, OXa )XO configurations) 9 i, Themn-Tru Fibr-Classic end SrnodhSter Hemmer a8A79;8 &qud;kwet&glot Girzen 121312026 No Yes Yes WA Composite Edge Flhrg - Double Doc Mon or without SiOdtes (I-AVIDO Wng; XX o OXXO cmtlpurmtlms) 10 1 Therms-Tru Flbr-QO55lc and 3rrodh-9er Nadnd 8M39O apud;trpoleati GWxe 17A12029 No Yes Yin WA Crnpoalte Edge Fiberglass angle Door (nssing70ulswlrg: X cmtgurapm) 11 t. Therma-Tru Rbr-Clemio and ernooth-Ster Nrnlnd8 #30o&qud:ipedequot Gazed 12/J12028 No Yes Yes WA Composite Edge Flbergass Single Doovkh Erosions) (ImWnWOu nui g: XD. OX or )XO Configurations) 12 I. Tiemni Fiber-f2asslc end Sm ont"r NorNnal 881 311.9 "ol;troad&qud Glezed 12012029 No Y. Y. WA Composite edge Fiewlpas Double Door coos or wthoui addle (InaMnglOutsOng; )I c OXXO orlegurelims) 13 m. Therma-feu Flbr-Ca»e and Slmodh-91r Normal 68411e:8 &grctli pad&gaot oared 123120M No Yes Yes WA Molded Open CW Posra I Flbrge9: 6nde Door Inawng/Wtwaing; X conflgurelimt 14 n. Themq-Ton Fllher-Classic and Smoda-Star Nrrsnal 66*U.8 &qud:npaddxrur, Gazed 12M12026 Na Y. Yea WA Melded Open Canposq Edge Fibrgkev Single oor DwHh dead Molded Op. 9rleide(s.. (n"nsiout-Ir XO, OX a OXOemaluradom) 15 0. lh rimI FOer-CMssdc and Snnaaa6rr Namnd G&OW Agrd:wp.daquot GWmd 121 No Yes Yes WA Modad Open Composite Edge Fiberglass Daubs Door with or cod cut Gazd Molded Dow Sidetles (In rein /OuaWlrng: XX or OXXO emfigurvions) 18 P Theme -Ton Fiber -Casale and Smdom-Sur Nominal 69"*.8 &qua:11OW&quot Op:v4ua IZ312MO No Yes Yes WA Composts Edge Fiberges" Singe Des stth Melded Open WWII (InaWnDY)u nuir g: XO. OX or OXG eonfiyramm) 17 o.Thome-im FlbCl er-assc and Smooth-S r Nomind 887Kr9 8 aqud:ngd8gtiot Op move 12012M13 NO Yes Yae WA Composite Edge Fiberglass Double (bar Min or wb out chosen Melded Opel SMaMea (naanp/Oinswllg; XX or OXXO emfgurAws) Florida Departnerd of Busi�eas & Professional Regulation Faaei or Building Codas arid Standards 1M1P21 Product Approv hl Applkatldn Dettall S,gk Enow or B1ia am M patching Deal Dim Version Sl3datuas Contact Emlolsi,Laeow, riluled 6, v iia a! ago= FOg.®0'I I Eeg V d Revision 2020 POT Industries Jens; Rofawsd Muni-D¢da&:CO-CER rMmt-Dade OCCO-VAL 11116=20 io282020 11242020 Aproed category: Fnemr Doors (941) 4e8-0100 (7a8) 315-25a0 subcategory: Sngg Exterior Door Asarnnraa ►osowsldapohdu4de&c C.Mli-MWtad: C.M.W. MI or LII min OudHv Au. Ao.ovedlirUp Aoorond for Use ka2w 0-- steno t}odud MOMI rruRbr. tlsr a Product OMttlpeon Cr4razt exotallrs hie In HVHZ ddMa IIVRZ ROO.Nlt hawun a 800-S571)(Le rage M.A. bract) Vinyl Silting Blass Door 04/42021 Yea Yes Yin WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Expire Date 1. EXTERIOR DOORS ITherm IFL20461.1 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.51-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.71-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 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 NiA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/3012025 Pella Corporation Series 10/20 FL11206 +35.0/-35,0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60,0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351,1 +55.0/-55,0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/3012025 Pella Corporation Series 10120 FL6694 +50.0/-50,0 psf 7115/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NiA 12/31/2024 PGT Series 5500 FL261.1 NiA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192,1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underiayment FL12328 NIA 6/29/2023 Plyglass 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 iWA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97,5/-97.5 psi 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 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 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 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 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/2512024 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 Paget of Building Codes and Standards t252022 Product Approval Application Detail we 1:Rtl0(ei pOte ate t�GPeaelIIe Dace La Version Manufacturer c Eaginear &License Validated By Validated Submitted FBC Approval J Revision 2020 Therma7rd Corporation Steve Jasperson Lyndon F. Schmidt, P.E- Ryan J King P.E. 0712312020 07/t2f2D20 07/29/2020 1011312020 Approved CaraDonr: Exte for Doors (80r6 843-7628 PE43409 (813) 767E555 subOaleaory. Slurping Esbenor Door Assemblies eti"" sonothemlatru.co Compliance Method: Evaluation Report from a m Florida Reglanered ArChbet or a Licensed Fbrda FL#204Ta-R3 Professional Engineer Praduc a 6g is RoduU Yodel. Number or Name MT. r3laltlY Aaauranee Aoarowdfor Product D@wfiodm Ca bzd E)tolratw Date Use Adarovedfor Um In HVHZ Outside HVHZ Rem pressure 1 s. T11 Fiber -Classic and Smooth-Ster Nominal 6M#398 &quotimpad&quot Opaque 1213lr2022 Yes Ym, Yes WA Composite Edge Fiberglass Single Door (InswrplOufswing; X configuration) 2 b. Therms-Tru Flber-Classic and Smooth -Star Nominal 614M.6 8qud;impactdqupk Opaque 12/ 1/2022 Yes Yes You WA Composite Edge Fibeglam Single Doorsill C" Sldelte(s) onswinglOutswing: X0, OX or OXO N configurations) 3 o Therma-Tru Fesw-Cimic and Smooth -Star Nominal 6&#398 8quXImpad6quot; Opaque 12r31/2022 Yee WA Composite Edge Fiberglass Double Door with or W16lout SoNthis (IrmW4ng/Out4Whg; XX or OXXO configurations) 401 131 4 d. Ther .Tm Fiber-Class"Ind Smooth -Star Nominal 8&a39;0 Squotlmpact&quct Opaque 12J31r20Y2 Ya%. Y 1 WA Composite Edge Fiberglas single Door `_ , p 0naiNig/Dutsvmg;Xconfiguration) ,z O 5 e. Them- Fb.-Claasb and Smooth -Stu Nominal S&dSQD 8quotlmllacffiqudt Opaque 12131r2022 YedW_ Yes f WA t Composite Edge Fiberglass Single Door 'Aft at Sidelter(s) 6reWngfOubir eng: XO, OX or OXO configurations) ! f� y ly 6 f. Thermo-Tru Fiber -Classic and S octhStar Nominal 11"391 Squcthmpatd&quot Opaque 12131/= Yes Yes an die N YA Composite Edge Fiberglass Double Door Win or without Sidelitres(Inaning/Ouhauvig; XX or OXXO 4A 4fD N �' 7 g. Therm- Fiber -Classic and Smooth -Star configurations) Nominal 6&#99,8 Bquot;lmpad3quot; Glazed Composite Edge Fuel ue lea Single Door 121312022 Ym Yes Q n✓� 0 munirg/Oulswing; X configuration) G 8 In. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&M,8 Squotlmpad&quot Glazed 12/31/2022 Yes Y ZaYd P Pall¢ Composite Edge Fibeglassc Su ge Door vift V ' Sidellui onsivinp OumWing; XO, OX., OXO d W 9 i. Thermo-Tru Fiber -Classic and Smooth -Star configurations) Nomina18MR39:8 8quot:lmpact&quok Glazed 12131/2D22 Yes Yes. y �j'err- 1fJtj Composite Edge Fiberglass Double DoaWith or = y to vdthdut Sdelites (ireMrg/OuteMrg; XX or OXXO r ' ? configurations) to p„ 10 1. Tharlw-Tru Fiber-Careek and Smooth -Star Nominal 8"*,08quotimpact8.quo# Glazed 12)31=22 Yes es Yea FP. Composite Edge Fiberglass Single Door cc p (Insr4ngfOut-rig; X configuration) v 11 1 Thernq-Tru Fier-Clmaic and SrroMh-Sbar Nominal8&XI Bquotimpaet&quo[ Glazed 12J312022 Yee Yea Yea Composite Edge Fiberglass Single poor With .Sidetae(s) (rune ling/Outswing: XO, OX or OXO configurations) 12 I. Thorne-T. Fib.-CW*6c and Smooth -Star Nominal 8MN39;0 Bquotimpad8.quck Glued i2J31R022 Yes Yes Yes WA Composite Edge Fiberglass Double Door With or Without Sidelines (Insavi g/OutaWrg; XX or =0 configurations) 13 m. ThemoTru Flbw.Cassc and Smoom-Sbr Nominal 6&Mll Squotlmpacl&quot Opaque 1273120i2 Yas Yea Yea WA Composite Edge Fiberglass Single Door Wth MquokNon-IrrpaGMquot; Sdeltws) (In"rWOuhwirg; XO, OX or OXO configurations) 14 n. Therm-Tru Fib.-Clm le and SmeoM.SYar Nominal 6arK19,8 Bquotlmpect&quet; Opaque 12131f2072 Yea Yale Yes WA Composite Edge Fibegi 22 an Double Door WM Squd;Ncn lI pad&quot Sidelibas(Inswis;fOutsWeng; OXXO confiCUMtlon) 15 o. Therma-Tru Fib.-Classo and Sal ooth-Star Nominal 8&OW Squotlmpact&quot Opaque 121311 1YL2 Vas Yes Yes WA Composite Edge Fiberglass Single Door Wth 8quat;Non-Impaciaqud; Sideliteli onsW ig/OutaW ni XO, OX or OXO conrigurationa) 16 p. Therma-7ru Fiber-Clossd and Smooth -Star Nominal BA ;O 6quctlmpad&quot; OPegW 12131r2M Yes Yes Yes WA Composite Edge Fiberglas Double Door Wilt 8quot;Non-ImpedMquot; Sdelrtes (InaWrg/OutsW ng; OXXO corfipura&m) 17 q.Thence-Tru Fib.-Caaslo and Smooth -Ste, Nominal 66,411 Bquotrl-ImpadB,quct Opaque 12131r2022 Yes Yas No WA Composite Edge Fiberglass Single Doer (7nmMnWOutmMng; X configuration) 18 r. Theme-Tru Fbw-Classic and Smooth -Star Nominal MAIM ttquothlon-ImpadB,quoL Opaque 12131 r= Yes Yes No WA Composite Edge Fiberglas Single Door with SldWWB) (minvinglOutavAng; X0, OX a OXO configurations) 19 a Therms-Tru Fbw-Classic and SmoottrSter Nominal S9#9g;8&qulotNon-ImpacSquct; Opaque 12/31/2022 Yes Yea No WA Composite Edge Fiberglass Double Door Writ or vMnout SdsiKm (Insuni gfOutioneg; XX or OXXO configurations) 2D t Theme-Tru Fiber -Classic and Smooth -Star Nominal 8&#W Squothlon-Impo fttm Opaque 12131rl= Yes Yes No WA Compodts Edge Fibeglem Single Door (Insvi ngfOutswing; X configuration) 21 u. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#390 &quotNon-Impad&quX Opaque 12131Y2022 Yes Yes No WA Composite Edge Fiberglass Single Door With Sidelui (IruW nWOunewing: XO, OX a OXO conflourationsl 22 v. Theme-7. Fiber -Classic and SmoodI Nominal 8&439;0 &quotNon-Imped&quot Opaque 12131r2(r22 Yes Yes No WA Compositee Edge Fiberglass Double Door Win or W(tlhout Sidelites pnswirglOuiewing: XXa 0)X0 configurations) 23 w ThermaTru Fiber -Classic and Smooth -Star Nominal t&N3g;8 Squothbrn-Irripact&quot Glued 12131/2022 Yes Vas No WA Composite Edge Fiberglass Single Door (Imsa(ng/Outsy ing; Xconfiguration) 24 X Therms-Tru Fiber -Classic and SnoothStar Nominal MINI 8iqud:Nonn-Impadliquot Glued 12131f2022 Yes Your No WA Composite Edge Fiberglass Single Door with Sidelba(s) P naW ng/OutsW rg; XO, OX a 00 configurations) 25 y. Theme-Tru Fiber-Classlcand Smooth -Star Nominal 6801 &quoCNon- Impadsquot Glazed 12/312022 Yea Yes No WA Composite Edge Fiberglass Double Door Wth or Wehout Sdelttes (IrmwinglOuta9Mng; XX or OXXO confgundions) 26 r Theme-Tru Fiber-C)ssWc and Smooth SLr Nominot S8d1�;0 liquertNon-lrttpod&quof; Glued 12131r= Yes Yes No WA Composne Edge Fiberglass Single Door hoar g/Outswig; X configuration) 27 ze. Theme-Tru Fbar-Classic end Smooth -Star Nominal 881 SquotNort-Impactsquot Glazed 12131/2022 Yee Yea No WA Composite Edge Fiberglass Single Door with Sidelite(s) QnaWirglOutaWrg; XO, OXa OXO configurations) 28 A. Theme -TN Fber-Classic and Smooth -Star Nominal 8038:0 SquotNon-Irnpactsquot; Glazed 12131= Yes Yes No WA Composite Edge Fiberglass Double Door Win or Wthout Sidelines OnsWrg/Outinning; XXa OXXO cortfpumbons) Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Ppeia2 tF11=1 "0 an*vor pit 29e Doe ParWna pap MM version allay Encinitas, License YaadaloA sir > i! F9C Amroval Hai ) [ Revision 2020 MI ymOdrws and Doom aem afthow Luis Roberto Lrni s Steen M Ukh, PE 10MISM20 1aoS2020 10n S/7020 12J152020 APpraed CMBg.y: Eder Dore (T17)365.33DO PE82514 (717)3176454 SubCMegnry: %lung Extr Door Assmaees bamngeriltmhinol- Complaints Method: Eraluallon Report tom a Florida RootAmd Armnet we Licensed Florida Professional Engineer AroduN rLat ,� auYRV Assurance Approved for Use Approved for Use Impg33 poo1w eta/ 25 LBO In HVHZ j Resistant Pressure 1 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO 12)312024 No Yes No WA 145.3148qudX80Aqur; NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM$Go OX XO. XX 12212024 No Y. No WA 88sWr, 808Wot NON -REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 42C ALUMINUM SGD REINFORCED OXO 12/312024 No Yea No WA 145-3MaqudXMAUot; 4 SERIES 120ALUMINUMSM REINFORCED SERIES 420ALUMINUMSGD REINFORCED OX 12/312024 No Yes No WA XO.X(SB&qurX96&qud; 5 SERIE8420ALUMINUMW.0 RENFORCED SERIES 420ALUMINUM SGD REINFORCED)= 120112024 No Yes No WA 143&quatx98ayd, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Part r 7 IIWZD21 �- - - - _ .. .._ .. , GM MOMLOC 291 jai ,a,lseandllnez 2 )tatyNon Manufaomrr cod"ct Endnw deld�S yggg� yylgygp gig FBCAmroyM Approved am 2020 Wsyno-Otoneh t, a division o(Ovead Door Dwae Kaman John E. Scones yn Johnny P. Amesan, P.E 1Pin 22D20 09ROM20 lor132020 12/152020 Approued Corporation (330)793.8121 PE-51737 (904)1121-5200 Category: Extedw Doors darnl""linedafrh.e SubCdeYeM Faulkner F-xtelor Door ASMMIes om Cement -Shared: evdudlm Report Ran a Florida Registered Achftd as Umsed Florida PLAM$4t29 PrOMOM Pfde lmoJ Engineer MA $am,amumn Aonrvvad for Use Amraveu for Us r OsWds NVN2 lanannat mailmy REIM 1 BILt 3 8000,8100200411105 S&AW Mex hsidn. 14840%; Max height. daring 12131 rM3 No Yes Yea +31.00A35.00 awlaba in top or Intomedide section. 10 WOMIOM200#1123 I O&M; Max wide. 14MS,. Max hoot. Glaang 12131=3 No Yes Yes .30.00/43.50 avalabb In top a intermediate section. I 80DOB100/620001124 168468 Max Wdh. 14&M. Max height. Glazing 121312023 No Yea Yea .34.40L38.30 enhbla in top or ntarnedMte section. .Q2111 Ism vanlen lisaidiallim Revs 2020 Curtis Dlvdlm of AADS. nc. category: Edrior Doors albCraeory: Factor Door Components Complaints Mdhrb Crtllkatlm Mark or Lutng �il:t�.Wa Prrxluah alma. Rotlud YaW.Nmhr.rime 1 807. 707, 727, T47. 757. TT7, end 8/7 Sthga eon Pets d Doors Florlda Department of Business & Professional Regulation Bolding Codes and Standards Product Approval Application Detail amtnsl Contact Endrer 8llc.sse Trn Relay UL LLC (6417494-2813 man, ratlsaFSessa eblq.co Product Direction - Flush. Glazed. and Louvered 5n9aend pairs of hollow metal doors. Fro ri IrYlo21 Will DNA pae.etBuog Rat Yaedded IN yalgAm alb FibCAmrmel dQ,r .. d ati1Q Troy Mainop. P.E. 1211 N202o 12Dif2m 12211=20 Approved (854)&47 QMtLy Amranu Amourlfor Uae Accrovad for Use Ime691 lkdm SontrffiExkAl¢pY! in HVHZ R1)aKtand EusYlre 12,31121125 YM Yes Yee WA Florida Department of Business & Professional Regulation Page 1 r: Building Codes and Standards1 Product Approval Application Detail Code leader or Da. Daft Pats Priam 1121 YKWM WOdill6IfZ 99111121 YdlddW 8v xdwod ElAllktd FaC Andmvd Egger aloha Revision ZD20 MI INIndare and Doors Brent S8lingr American Architectural Steven M. Urdt PE 11/172020 111172020 1127/2020 Approved cabrfery:"ndawa (71 T) 3300 Manufacturers Association (717)317-8454 aubcategofr: angle Hung o.ungr®mWd.emn C.Ipllana Mtthod: Carill eBOn Mark a Ln ti Quality As-- Ao.and f. Use AooraveE f. the IMDdd aw Product Yoda. NLwkwor Yams Product Description comae) EngrMtm Dat In HVHZ outside HNiZ 229M Rnawa Plasma 2 105 SH 52x72 Fin)Flrnge Frame IGA)G 9ngb Hung 101892023 No Yes No •6N-W Laminated Gores W ID Cu 0 t+ U Q O no 2 CL C CU # Cn CU 0s O i(D N O 0 O a) C 0 C13.w U_ 0 Cn L -0 a) � E " CU O C_ H -0 Cn i- Cn E_11-annall Z CIO O L O U O L W U m O new LLl W Z Z Z Q J a SHEET NO. PA 1.0. 1 1-1211_P Florida Department of Business & Professional Regulation P.O.a at 9 Florida Deparhnanr of Business & Professional Regulation Pepe I of Floride Depertrneft of Business & Professional Regubtan wee 1.11 Florida Dopertmerd of Business & Professional Regulation Pupa I of Building Codes and Standards Building Codes and Standards 11Y102+ Bulking Codes and Standards ar2m1 Bulking Codes and Standards 16021 Product oval . Ication Detail Appr Product A lication Detail a Product A Application Detail Approval C Product Approval Application Detail Entity or 1tiffi Dim Ptndina jig Yerates Manufacturer Carried Engineer a,ucdgia Validated By Wilitotfld Suggested FBC Ammer gggroved BtiBdi Catla li➢itror All alit DAR13milm 1?att 5:441 i016Ya Dint nos OMPKidnd no ON ln*va I+Jtt Bttt plaePmoDa an Revbion 2020 Thrrro-Tau CorimDion SEeve.Jaspenon Lyndon P,E RyanJ Kina PE. 10A7J2021 f16Y18/2f121 1G'1971021 17115�2Q'21 Approved jypa y� Manufacturer contact =A-ucarw Validated IN O_mBdfad 1� mm VWd- J)t10r.r$IOL Q"Ml JBtt�l.®c y Submitted PSCA-1,sd le mkm Matti mm 1h61go MalaTfluc rdolart EntlrwraLbr[4 vaaaahe Bar )ta'� ti0mitar FBCADW M haulage � d;atag0lY• EXbrior Doors 93ehnidL (800) Si PE-434� (813) 787-B555 MYmatbn 2020 PCTlnduatrks Jena Rosowdl Msml-Oslo BCCD-CER MemFDada BCCO- VAl 11)D52020 11g512020 1+A 1rZOp Appra+ed Reuralon 2020 MI YAndowe and Dona Bratl9tlrlper Amenean MNteduMl Steven M UitlL PE 1O0B1202p 10OflrJ0� 1N18r1010 Approved Rausbn 2020 MI Wndoasend Doors &eon Mtl,4W Amedwn Arehtsduaal Seam M Utah. PE 11r22"Am 11n2R020 11,2812020 Aope e0 SubCalaae7• avail Extol Dow Assemblies spaperstorathermatrU.Co Category: Widaas (941)48"100 (706)315-2590 Cateaaly: WFring (717)365.3300 Manufacbj aAssochaon i,717)317.84 y: vitiations54 Category vitiations )317-8N4 p Monuftetu-Assacial (717 Compliance Method: Ehrluaticn Report from a m 3JWaepol snake Hung IritweidMpgtlnduadewc MCoegxr. Hodzotsl Slow osMtngergmhad- "Catagefr. Rued brMhg.,Q.Wd.cam Florida Registered Arehioo or a Umnaad Florida Compliance Memos: Confliction Much or Lh ing ore Compliant Mamod: (krtl8caton Al a Ltalp Carrier. Mehab Crlificskon Mud orLWing Protoco el Engineer F689i$1•RJ Ptbdelats - A=ayadra Uu AUGMEBLULNU aIWl 219M Amoved for Use bold pedw 90Braled1,li Accrevad IgLum )mma OualeNAssurance AmmvadforUse AoomvmdfarUfa JM= 2M= no Product Model InHVNZ Florissant P.lem(a lied rrdJlNmd.r.nerawane La!!)e7i gill Isfill d a� aria Product Mort.NaalrorHam Praduc(,pg�a InHVMi R*Sbmt Pmmrs Product Model. Numtwr or Name Product Description Contract Eadratbn Date In N Call HVHZ �IMant Premium Buell (Large Massa *.pact) Very) Single Hung Wfndeer a7130,01M yes Yes Yea WA 1 HS 168 Fln and Flares fm a n.S2 Insulated dew 02MM024 He Yea No +551.85 1 18a PW 73 k 72 Instituted lees 041MOM No Yea No .00180 1 a Thence-Tru Fiber-Clw4ic and Sill -Starr Nominal 8all8 agwkNon-Irnpeg8gk of Opaque 12J3112022 No Yes No WA Composite Edge Fiberglass Sidgle Doo C (Inswirg/Out&Mng: X configuration) O 2 b. ThermaTru Fiber -Classic and Smooth -Star Nornina18&AMB 8quotNon-iff"Ct&gL Ot Opaque IZ/31/2071 No Yes No WA aC'r7 ' Composite Edge Fiberglass Single Doo with Sdeilei (Insv;inp+OuMv`ing; XO, OX cr OXO config.ra6o^s) ,N o � O 3 aTherma-7tu Ftw4-,Isssic and Smooth -Star Nominal SLI30,88quathlon-Inpacil lot Opaque 121312071 No Yes No WA ►- Fibergbm Composite Edge Double Doc wth or t- cli %flout SicWites (ins winglOutswu n➢: XX or OXXO t0 oon(qurations) ,N m 7N.0 4 1Therma-Tnr Fiber -Classic and Srnnod -Star Nominal 78 0 &quckNon-Irt P=Agaot Opaque 12131/2022 No Yes No WA 'dfil G- An O C t Composite Edge Fiberglass Single Doo 5 aThermaTru Fiber-Cinsb and Smooth -Star (InswirgiOubscul Xconfiguration) Nominal 78R9D;0 squaltNon-Impect8gtall Opaque Composite Edge Fiberglass Engle Doo-with 1213l/2022 No Yes No WA C.A N -O p A Q P N Eddle(s) onssingrOubraing; XO. OX c r OXO N Oil B 1. Tnenlp-Tau Flbar-Classic and 971agm-Star Nominal 88g39;08quokNon-ImpsPCtBgtak Opaque 1211 No vas No WA Florida Department of Business & Professional Regulation P.g.1 a/ Florida Department of Business & PrWeseionat Reguatlon P.g.1 d/ Florida l>opartrneM of Buairreas &Professional Regulation d ci Fee a1 Composite Edge Fiberglass Single Door Building Codes and Standards 1152021 Building Codes and Standards trnott Building Codes and Standards O L✓ Q Usti OraswinglOul6whD; X okxhfgurationl O Li 49 7 g. Thema-Tru Fiber.Clsaseic and Snooth•Star Normal s&tt,.9a :08quotNonrtmp k;%quot; Opaque 12131 No Yes No N/A Composite Edge Fiberglass Single Doo-widr Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail y cce7) Sidelite(el (Inew+rg/0utswing; XO, OXc r OXO - a configurational 8 In Then Tru Fiber.Classic and Smooth -Saar Nomild 89a39;04liquot non-ImpaiSgtiot Opaque 12731r= No Yes No NIA .. idle __ .. _. - _ _. _ .. _ s. _ _ - �. AWM= _ _ _ _ 291 .. eta out, P-d- 20 CpmpOsate Edge Flbergiess Double Oar Went or ram .. _ _ igJl�d .. lento tale Dot, P,,d- Lit t:➢tlE _ .. EtWgLg _ -_ . alto tom. wrhart 9deltes (Inewing101rlawinp; XX or OXXO jkga � liaWd:681ts rdmSaH )',� Ydiddd By FBCAmrvaed YMIsia4 >I EaB�lar #Win SYga v.dwn 1 Sprtl1. Endiera Ucea. yam( yakMat faCAmrpvd )� ]ypt Yarslen J �arj tBdowtLlanea Val1eYe0 dr2 YMIi.ffi fBC Amaral � da➢lOJat IiMa 9 lTherma-Tau Fiber-CMssieand Smooth -tar mnflpurationsJ a NpniraJ B&#3g;$JkquOkNon-Impact&q k7t Glazed 1 1?132072 No Yes No NIA ARNmatien 2020 PGT Industries atrks Jena Ranmdb Maml-Cade nCCO-CER MambOads BCCD- VAL 11A'M2020 1 tp52o20 11n 1/2020 Appra+ed 20 Rewedn 20 MI VA .dawn and Dons rgr I Grant Sttt Luis R Lanus PE Steve M till+ PE 1008+2020 1010g(1020 10tf.A'202g 12/152020 Approved Mtrtnstkn 2D20 P Tln G WSMu Jews Rosavdll Maml-oal7e 8Cco-CER Mbm-Oaae L+.cCD-VAL 11p5202o 11 p52020 LO O � v11niR020 Apprasd Composite Edge Ftbeglew Single Doer Category: ydndows WI) 46 100 (786)315-25M Cstgary: Windows. (717)365.3300 PE-62514 (717)3178454 C$ogey: Wndows (941)48"100 (7116)315.2590 G- &Wmng/Oubwft; Xcordguation) LubCdapory: Mad IrosmideptalndusMest: &*Category: Livaaw bothgar@mled.corn BtbCdegory: tlutlons lrcewaidmpgdnduvAeac 10 J.Therma-TruFloor.CbsalcandSmooth-Star Nominal BAMS&quokNon-Impact&gijot; Gland 12)31r202.1 No Yes No NIA Oars Nominal: Cortical Corp 9 can Mamod Evaluationore Report Fan ri Carylllaca Mdhd: Carttaatli Mad a LJsdnp tam .r Coon Edge Fiberglass Sin Is Doer Was FI.M.Ri Floats Registered hdrNectas Uanad Florida Sidel (InswnprOutselft XO, OX ce OXO !J Professional Egneer P}a&1,L4t13hoMats configurations)ina 11 k Therms -Tau FberClamk and SmooM-Sion Compost W#Glazed Edg:8&guokNoMoubleD 12J31f2022 No Yes No NIA AmreyadlQLUm Accraved for Ua � � �{YdE $mt &oo[an 7aL a paggin y Composite Edge Fiberglass Double pax with or a $ran M320 ffi Control Io.Bb1Z Outside BldWd ®agate £for PrerkA1 YoaY Nmbr a Mama Renal R ggg�,J 9..11dmfigattilt Hyl t)H1Mi *dKw Oaferde HVXL 11Ba1xatt Pt P�tn. Without Sidelass In OubWn ; XX of OXXO ( ea+n➢/ g 5 ii Mkelle lmPa tt Urral %ad Wndaw 04/502025 Yea Yes Yes NIA p®rovafrerun Araravd fair raw � + Muaonefor All Dons and Wlndaa9 Aluminum Muaone 05y282026 Yes Yea Yea MIA configurations)onnha711,4 i1LL1t rrmun Mmd. Nannrawrrr. waeref osaeaon Jg�JQ� iaya)pp 12 LTherme-Tau Fiber -Closets and Smoo+hStAr Nomina178Ktg;O BquokNon-Impadaq�,ok Glazed 12t9112022 No Yes No N/A 2 5781 Vetr¢d Nu cum Mulfi 12012024 No You Yea WA Compasite Edge Filnerglma, Single Doc r onw,ing[OutFam; X cwdiguntbon) 13 in. Th--T. Fiber.Clwaicand SrrcWl-Star Nominal 730:30i aquokNon-lmpsd&q # Glued 1281I= No Yea No NIA Compaeee Edge Fiberglass Single Doc r with S(delite(s). (I nsWarglOutswing; XO, OX,e OXO configurations) 14 n. Thera-Tru Fibs-Ckmle and Smooth.Sar Nominal 8&4W,,O &quothlon-Impadaq,rok Glazed 124i112022 No Yes No NIA Complete Edge Fiberglass Single -Doc r prowngKwt- V: x configuration) 15 a ThermaTru Fiber-C"sic and Srmodl-Star NomiW 811#39:06quoCNon-ImpaIA& not Glazed 12/312022 No Yes No NJA Composie Edge Filagla%Single Dorrwith SidelRa(al OnaWroCutswimg; XO, Ox,Y OXO Florida Department of Business & Professional Regulation �Pa gar Fege 1 a 1 Florida Department of Business & Professional Pa Regulation Pugs x ax Florida Ospartrnent M Business &Professional Regulation raga 3 a4 16 p. Therma.Tru Fitwr-Cask and Srrooth•Star conflguratona) Nominal 8&039;0&quotNon-Impad&g Put Glazed 12/3112022 fdo Veal No NIA Building Codes and Standards itty2021 Building Codes and Standards 104=1 Building Codes and Standards 36=3 Composite Edge Fiberglass Double Do or vAth or w(Mout SpnawirglOutsN4ng; X) or OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configuratitionsons) ) 17 q. Them Tm Fiber-Clsssk and btrmth-Sass Nominal a&#39:68quotNorrimpad&q Jot Opaque 1211 No Yes No NIA - - - Y f -Jill _ _ _ _ Composite Edge Fiberglass Single Doc r vdtln Transom(InswinglOutoWng; DIX conficuretiorn) .. _ - - -111 1s r. ThermFiberClnsic and Smooth -Star Nominal S&#3g;88quokNorHmpav<8,q not Opaque 121312022 No Yea No NIA � � at6t era Dag puam Ott EnM or slit Still can Pmkw w 20 OnNy or nos 2A& lryf.p�d- R& Oomposite Edge Fiberglass Single Doc r%ft � Version Manufacturer Consort Enarwral.a-arse VAddd Bit FBCAmrswl /gpsonag YarsD,n hb,,r, turn godus&ugam Validated.III ktu" ihliggellibid E9C.seasonal J M9i1a 319a Ymilm mwwdll'i m andnm3License VAdaee By Va(ag INMUM FeCAmrmul hl2Myag lima Sidefil and Transom (InawingiCutmiling; ONO; Ofox or 0/OXO cordlgurs8ea) RMdan 2020 James Horde Building Produl Inn. Chad D aroks V. Andrew Tan John Southard. P.E. 01AL3021 17JI42M OliM2021 ring Fee Awl RSYsbn 2020 Adore Nick rhmpw Lyndon F. Sehdnaa, P.E Ryan J. King, Fl 02/152021 02n52021 02=021 04n31t021 Approle d Revislart 2020 GAF Mkhael ill Robert Nominon John W. Kneaeweh, PE 12MSM22 12.17/3022 IZ=022 02107/1021 APPr axd 19 a. Thermo Tru Flier-Clal and Smooth -Star Nominal 68J13B;8 Squiflon-Impact&gJot Opaque 12131/2021 No Yea No WA coullo y: Panel Walle (Dam 545.8359 PE-81982 (352)367.2526 Cragory: Pane Vnlu (330)922-2399 PE-43a0g (813) 7675555 Castellani Roarrp (WO) 7ae-3411 PE•5816e 1954) 772-8224 Composite Edge Fiberglass Single Do -with "Coastal aAng ched.dlarduelsmachard subcats rol sodas rdhempsgruesbid.00m atbCPhGPl Asphalt Shingles msh h( N.am Sddia(s) OnsrvinglOufawirg; XO, OX x OXO Cwoii nctMethod EvsMetal Report tom a wram Ce phanca Method: Evaluation Report elm a Crrplia ce M400d: Evaluation Repo" from a Continuous Head and Sill conflgumbws) Model Redsh tad ArdMed or a Lk mad Florida Florida RegblarsdArchal or e Uansed Fiodde Florida Regi.%md#MOed a e Licensed Florid 20 t Thema-Tru Fibsr-Classic and Smeotl-Star Nominal aL"9,0 agrd,Non-InpetlSo Jot Opaque 1201 No Yes No WA Professional Engineer Professional Enpneer Professional Engineer Composite ass Single Doe with (InSageFibergl 5deli WOutarl XO, OX x OXO fliM3i924k jPraduda .. Continuous Head and Sill conficumdm s) call Assurance AmorandrorUse Approved for Use 21 u. ThermalFlbw--CYsak and Smgeth-Star Naminpl 8&p99;8 equalNon•l"ipac quok Glazed 1213V2022 No Yea. No WA Ilea Product Mehl Nmbrw NwY PLgjYLDmmdptlon ItODM Irk MVMi. Resigned Pmmm. Accr°vd foriha imaaat $�tl(MB[aa� Approved for Lin Approved for the ( Dedw Compotdte Edge Fiberglass Single Dona wen a a Pro" Metal Mamas Memo wo 11 O-Ago., Cabal EWrdlon Dde In NVHE autdW N1mIZ RaNdaY Preaatre tale B'odret YrY laaobrW Mery zmuugmma (g�i aid Mil R PRIMM Sdella(e) OMVAngrOUWW g; XO. OX x OXO 1 Carl Lap Siding Sber-cement lep aiang 120 2a23 Yes Yu Nbk WA 1 a aqu t2T8ptot Sot Vent a solid Vayl Bata 12131010Q3 No Yea No WA 1 GAF Afphat Ram 9hdpNs for use In FBC rion-MJHZ Ftxrtlal reinforced 3 rib, fornicated, ill and 12116/2025 No Yas NIA WA Continuous Feed and bill configuratior s) 2 Hardwill Lap Siding ibar-cement hp eking 120i2M Yea Yea NIA WA 2 h auNd'All... 74aqud; WIN Vent a Sold ~ Sea 12/312023 No Yee No WA Ja+dk:tlons nice kge call shaghs 22 v. Theme TN Fber-Classic and Smooth-Mor Nominal 88d15g:0 squat hill npacdc Jot Gland 1211 No Yes No WA 3 eaad:treanbrdr vnhge BeadeaA4130: San Val or Gelid VW SoM 12/1 No Yes No WA Composite Edge Fiberglass Engle Dal With 4 a Aqud:0511auot Spat Ventor Sdid Vdyl Sc/R 1211 No You No WA Stlelae(s) (Inswing/Ourakill XO, OX x Ox0 5 I. aqu wkaapd; 0" Venla Sdid Vaya Bea 12131=3 No Yes No WA Continuous Head and 311 oo urabors) 8 I. 8qua:AcpW Bpanaquak Soffit sups, S Wont a Si Vnyi Sala 12/312023 No You No WA 23 w. TlwrmaTru FlberClanic and S acti r Nominal $&Mid 8quotNon-IImmpaet&euot Opaque 121 1/2022 No Yea No WA Composite Fie Fiberglass Door Panels eft Vented Sidela ill gnsw(nWOesvaiV; XX )W or XXXX configurations) 24 X Thermo u Fiber -Cheek and Smooth -Star Nominal 8891196,10 gquoicNon-Impaaac jot Opaque 1211 No Yes No WA Composite Edge Fiberglass Door Pare witll Vented Sdelbe(s) (I nswingl0utevAng; XX. XX) or)O0X configtxations)'. 25 y. Thermo Tnl Fber.Classlc and Smooth -Star Nominal 8&1138;8&quotNon-Impact&e Jet Glazed 12/1 No Yes No WA Composite Edge Fiberglass Door Paw -is with Vented Sidell OnswinnWOumwpg; XX )Do a XXXX Florida Department of Business & Professional Regulation 9u Pays1 a1 Florida Department d Business &Professional Regulation Peas 1 a1 FloridaFbride DepBrdmerl of Business &Professional Regulation pap,1 a1 29 z. Theme Tru Fber-Classic and Smooth-Sar wagons) N"om�iral8& Dill qt otNon-Irtpi not Glazed 1213112022 No Yaa No WA Stinting Codas and Standards iowm21 Building Codas and Standards ++em7+ Building Codes and Standards MINI Composts Edge Fiberglass Door Pol will Veined sdam(s) Gnaw ngrOvmfalrug; XX XX) a XX)D( confguratons) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 27 zit. Thermal Fiber -Classic mid St. Prod -Star Nominal 0&#39: MLMNon-Impudc Jot Glazed 12131/2022 No Yes No WA _ - -- - CompositeE.dge Fiberglass Single Dix with 3&MO - Sdelae(s) Onsw(nglOutro nil; XO. OX or OXO - - _ - a _ _ owelgunatons) Ssls Eotlhcs ors ors Oats P-d➢➢ Lint S49t edits[ Da an Dot PmdrA Lit L➢Me Bitter of ast an tift ftndkw alit 28 zb. Therma-Tru Fiber -Gamic and SniodhSMr Nominal SLiM;S equctNon-ImpPoW not Glazed 12/37/2022 No Yes NO WA lyM l(Malgu Llm16l Endieral2ceia yalidated.®c yalddad ids FOC Amrovd A,,,,,d #Ida mm V M- Sdtt.A Endmw&Lka 6 yaddo$. hdwod 113CAROMM aiBra310 tiMIM IV" Veryan Manubeurr Conrad Rndnw It Littoral Validated By Validated a m PSC Amrwd Al . alum Composite Edge Fiberglass Double Ocor Win RerAelan 2020 TAMKO Binding Products LLC Kell Edon Robert Ntelenen John W. Knazo idn, PE 1010411 O492020 IQM22020 12MUM20 Apprerd ReYSIan 2020 L.V. Thrrpem. Inc tuba Thompwn Architectural Tony ChOdmen Zschary R. Prim Stavin M Urldn, PE 011n712020 08n6202o OWZ7020 12,152020 nppowd Re1441- 2020 Florida Math Products Inc. Clam Janos Junes L, Bucker. P.E® Steven M. Urkh. PE Ofil D20 09252020 IOZW02D 12/1611 Apprawd 38d1390 SIM!bm gnawinarOutaxing; OMO Catcay: Roi 4417)g244WA PE:%166 (94)772.6224 MCMs CorrmytTAMCO) (813)248-3456 PE-74021 (717)317-M4 C Re1/M1 at44$g 0 IW4)7W-8400 CSUCKC•n mrkn gin p (717)317845/ 28 zit: Tharrtsa-Tru Fiber -Cased and Srtwotil•SYar Gland 8grglass 12131l2022 No Yes Fib WA SubCataWl UdrlWrA"s kem_dd amko.com Categoy: Rooting aWl• dlnp Accessories me an t.yeDomebkodn➢.can subCabpory: Roofing Acg 4ihd are an dakmllarrco.aom PE-3t Z42 CNominalosite Edge Sngle Do with 38l1360 Complete Edge Fiberglass g 9 ali M4tod EceMsson Report tan a Ilteprel Pan *the Rodng System Integral Ile NPart o/Ma Rodin System ayerem ' Sdella(sl Onavang/Oulaw+rg; XO, OXaOXO ; , X o FloditCwvl Flame Regdarstl MonHact ore Utehsd Florli Compliance Method Enual Repel tom l Compliance Method: Evaluation Report from a configuration) Professional Engineer l a Florida Ragdhred ArdhMect a a Uloom ed Flda ori 30 mid. Thermo-Tru f iberClaso is and Smooth -ter Nominal SILM:0 &quotliorrlmpaet8,r ul Glazed 12131/2022 No Yea No N/A Florida Realdamd AMdted as uansd Florida P f-i ..I Engineer Composite Edge Rbwglan Double De:w with PLo :Prodlicti Professional Engineer lumuLuZAMM III 389R9;OSideltss (IncWnglOutawing; +)XXO gyyJg(,ysg� Airowdfr U4a Arranged far tin FIaM*4t.a Predu� mnttinal 7&n) iRd woe'^+ O^ Iowa g� Ia•k S btlYlaW E@iWO. Metal for ills Approved fa the Dodo 31 ze.Therms-Tau Fiber-Gsmicantl Smooth -Star tdompw178tg9;08quotNon-Impaef&c.tnk Shaba 12131)20Y2 No Vas No NIA .1E stand Amuanea Am&adfw Ust Amowdfa Uw bggrl �i Product Yod.L raver wMsme g�gd, LUM �yMy qa� Swkm Composite Edge Glazed Fiberglass Singe i TAMKO Roof Undorlayrmft(HVHZ) Rod undesayseents fa use n FBC HVHZ 0629/1023 Yes No NIA WA A" Prpdudodd. Munsror Wan gig i ig.d= Atibli l P--no 3 3-FLAMCO aqua;RV t INN11: V4ntAqud: Aluminum Ridge Vents for pHond root lebncabd 121312024 No Yee No WA Door with a without 19#39:2 SJdelb(c.) pr ng*utsv*V; X OX XO or OXO Gordgurations) 2 TAII Rod Underdymams(NON-NVHI) ju nsd odor.. Roar undauymats fa use h FBC wn44VHZ 0&2&02023 No Yes N/A WA + TAMCOO Tcp014*m Yat ash Belle ix Tie 26 ore. rate roaverdlata with leak o8N62o29 Yo Yes WIN tam umnum Iunsdaaiona 2 3 TAMCO OooaenadcVem TAMCO 08-Rk1ge Rod Vent MR Bath 28 pL 08y0Bf10g5 26 gal alma radvoWWa YAM integrated baffle OapB2028 No Yea Yea Yea illMIA NM NM -94 +OA52S WA 4 TAMCO Round Top 08-Rklge Vent wain Bafae fa Tile 26 gal state rifventMa win asidle oeigm 26 Yea Yes NM WA Florida Department of Business and Professional Regulation Building Codes and Standards 3/15/2022 Product Approval Application Detail FLN5259-R31 Cryde Ill ol: 2a 20 V" 22M Slatus jjL VsCsl4n Manufacturer Contact Enetnaer & Validated By Validated Submitted Pending ARRMUd Approved Revision 2020 PCILYGLASS USA MauryrAlpatt, License John W. 10/2812020 10122/2020 FBQ 12/15/2020 Category: Roofing S9542331330$nialperiapolyglass.mm Robert (`ieminen Knezevich, PE Atli Subcategory: PE-59i {954) 772-8224 11/1 Undedayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Products FLAS2604t3l SittrCu Apy(tp (gym ID.t 1L opsideNVKZ s� N Initial NO Btu ossion sw k Product Mode. Nurratir or Name Pro" Mecrlpglon st I PolyolassRoof Underlayments Rootngundeslaymerits IY211m22 No Yes WA 4WA/-G22.8 1 Poly(/ass Root Undefdyments(HVHZ) P*glass rod uridenayments far use In FBC 17/23lZOZS Yes No WA INA HVNZIudedictlms. 2 Polydass Root Underhomems(nRrHVH2) P*gtazs roar undenaymlents, for use in 12I23r20Z3 No yes WA eWA-M.5 FBC non-HVNZ judadbtone 1 Polyglass Root Undedaymetnts(HVHZ) Poyglass roof urdislayments for use In FBC I Mail Yes No WA WA Hill jurisdictions. 2 Polyglass Root Undenayments(non-HVHZ) Prygiass roof undenayments, for use In 12232023 No Yes WA eNIAI-622S FBC non-HIJi judsdkdlora. 1 Polydass Roof Underayments (HVHZ) Polgglass roof undeda9meras for use in Fill2'2312023 Yes No WA INA Hll iurisdictra. 2 Poly(lassRoot Underlayments(non-r(VHZ) Po Wass roof undefiaymart$,far use In i2f i023 No Yes N/A eNhlul FBC non 11VHZ jurisdictions. 1 Polyglass Roof Underiapmems; (1-11 iZ) Pdyglass roof underlalyments for use In FBC' 2'23fi023 Yes No WA WA HVHZ jurisalGaM. 2 PolyglassRod Underiayments(man-HVHZ)Pdyglass roof undexlayments,for use In -2`2Y2023 No Yes WA eWA/-822.5 FBC non-HVHZ jurisdiction. Florida Deperlmerd of Business & Professional Regulation Building Codes and Standards Product Approve l Application Detail Pape z az 318=3 Florida Department of Business & Professional Regulation Pogo I of Building Codes and Standards 1n1m21 Product Approval Application Delall 980111, Bray an Ddt Mb FlBdeg PMI Td01 km lfasbo tlemftAtia3>< rrmim Padmr3Lrmma ymamw BIL 16110" tM➢In= FBC Apanr.i E-,d ID rtM ] ras Version danuhLt uSE Revision 2M Lalmna Kamne Jell James L Buckner, P.E. Steven Al. Una. PE I in&* 020 1123r2020 11=020 di FBC APw Rr~ 2020 8-1 Rodhg Cd.9orl Rcri "C.tW,r. Rodng A<aaevdethot resin (5011983.6163 PE-31242 (717)317-8454 NMNy@Ianrieo.com Calopol Red. S BuhCabgosy: RooMg Tube Integral Pelt dthe Roofing System Conpll-M ethd: Dahill. Repel mom a Co pliana Method: EuYusthn Report tame Product Evaluation Entlky Florida RegastenedArchitel are Uteaed Florkh Prot nimd Enonw E3 1 QuaftAsmffuKe A1Jrpvwlta Use Aerand for la tmDs[! Detail 1 Seaay- faaka. Bed. Cauatry Bide, 6. qa EneMi aw amimawilom Spa InMVHZ cumcm.RVKZ R..ht.L 13tra1ee Thatch camp: arced i Deoki DA-4 orTRl-Built D.,k it Dial Loon Prose, PdypoPyene Places, Rod Vat 1211OM25 No Y. MeononleayAtedrd to Pivoted Dees. No +07.5107.5 17 16 Smony 600 -State. Shake Amp: Spit Shake Sayony 800-Sk6. Shaba&amp: Spit Shake a9 20 27 Suay 700-Shake, All Aral Set Shake Seaadyy 700-Strua. 8lde damp: Spit Shako TaJat Espana / W rnclona 2B Nlb Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i a3 1n12021 tlml➢Lac era era till P-don onto cased iG Validated By FBC Accrued A-,,d iaaa. Awl -Raab IAPMO Uniform Evklustden Gary W.W41ker 1V0=20 11K122020 1IMSM20 Approved (601)38111-fl S4Mess LLC. (2115)854.0166 RebarVpdelsonQbaM.cd m Qualm Assurance Amend fair Uso Aeorovd fair We IV= Rfft $a01d. FlatPMh-Oerrvr, CO rdoa7M.&I &AWA20 12/3112020 In HVHZ 2AdALt11BS Ito Yes NIA free WA Flat Profile -Stockton. CA 12131f102D No Yee NIA WA Flat Profile - Rioko, CA 12112020 No Yee NIA WA FM Frusta - Sttekton, CA 12131=0 No Yee NIA WA Fiat Fro5d-Prints, CA I=t/I Nor Yea NIA WA High Prp11e -Kay. TX 12rJ12020 No you NIA WA Leer Prone - Katy. TX 12131=0 Nc, Yes NIA WA Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Page I of 3w= sea! 1Bu$xst JBI! oat Ode FPmdlm anti EM %WM➢B Mwwfa ali DBdaSIL6LM11!! )ddetid by Ltd UMMlr FBCAn OVW daaalfar Steve Revision 2020 Global Pfobb W Prodlda. I.I.C. Tim Rebnson VOW A Taa Jr.. RE John IN KAsuvid+. PE 02081:2020 OSeor1020 10A72020 12115=20 Appro ed Conical sh.tm. 1964, Bai7545 PII less)172-6224 Subcategory: Storm Panels thin- reon@epicarl Cimol lane ill~. Evaluation Report tom a m R WW. R.91deculArc lid or a Licensed FW ich FLai5a7 ftodaae Prefe.idnd Encruer gum&Aumm 8B Amrosd fpr u. kpRw Dow - Awl JL PtgoML22u JBBan CaollgJWdagWL21k I,mvm GLOWLEM IfaaaMkr mlriaa 1 M Go,. Galvanized gad atom P.P alslHYK Corrugated Galvenzed Goal Storm Panels touched 12f3121323 Yes Yes Ya WA a not by tracks to coal humwn prdeaion. 2 24 Gage Osvanked steel Slam PmdsMHVHZ Camgatd OdvaWtl9leN Storm Panels retained 12912023 No Yea Yea WA or not by its&$ to provide hurricane protection. Florida Department of Business A, Professional Regulation pore I of I Florida Department of Business & Professional Relguation Pug, I Ni Florida Department of Business & Professional Regulation Pepo 1 a1 Building Codes and Standards IrWn22 Building Codes and Standards fur" Building Codes and Standards Irri Product Approval Application Detail Product Approval Application Detail Product Ap proval Application Derail Lila Ertacor alit 20 Dam Pondim aft: - Toe Version Manufacturer contact Endlner&Ucrmse Validated By Validated Suborbital FBC Aoorowl Approved S�tus Revision 2020 All Armncan Shutters and Glass Mice BarbieA Frank L. Bunnell P. E Troy Bishop. P.E. 101281 10/1512020 11A 2020 12M 5=0 Approved Cabgpnj: Shuters (501) 7124882 PE43046549 (954) 947-0960 SubCllM i Storm Panels mlkebQsilamerkanshutte Compliance Method: Evaluation Report from a r&wm Florida Reghftmd Amhitect or a Licensed Florida Professional Engineer FLA1tT80$4tb PfadUdi Sgasa Product Model.NumbwrNama PropuctDaecdptim Ouallts, Aa mu Ammm6 for Line Approved for Use C ftdexpiration Oats InHVMZ OuteldsHYNZ impact Res �uro 1 24go Gslvantood Stee Skim Paned 24ga GeN dmd Steel Slum Panels 12/`312022 Yes Yes Yes WA Florida Departs near of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop t Fill 91412021 gar! - Ent* or ors Jul asrtt.fyMd- 20 Sort atty or _ era 20 Date Pending Pat tV-e Veteran tMnufodum Conrad &Wmwtucw" ya4slad By yMamd arbmaN PWAmravd Approved a - mm Vmi,, 22= smammkilma xdwdadar )(mom ttaledist FLCJy-,,,A hEmiffi Aa Revs on 2020 MReN co. Enn VAII la EMuabon Sallee. LLC ICC Evaluation GeMce. 01.9312023 122002022 01103/2023 Approved Revision 2D20 W.A h...- Rob Baldwin [CC E"Mrabon serves, LLC Ion Lahra, P.E. 02g2fi121 1011 02/032021 Ap r"d Carucci Structural Calpeueraa (962) a88-8635 U.C. Category: Structural Components (253) 8244478 (603) &1 StbCdoil l• Truw Plot. (205) 599-ga00 SabCalagwr. Erdreared Lumber RolerLesM.ringweyesa Comuct witadonNamed: 6teluatlon Report teen a Cormpllwn MMhd; EWeluahon RePenfrom a aur.oan Product EWaWetlon Entty FUaa47Rf1 Product E.lusbon Entity Prpirda. tLa2197iNa. Rardtrda gmwftAumam Arlrandrr ten Acereyad for Lim hancel Guam PAVA-2� Agraladfa Use A=&M for Use lmata gal iw Con r0ed-iadCdlffiadL linHVNZ Ohdddr HVHZ )tom tysaaaa i wears YdeL 1k.bW or Wine Central Erekadw Doh )a.t� Outside HVHZ R".Wt d PLUYI@ 1 M1804118 1E gal high strength won connector plate 12131ROY4 Yea Ya NIA WA I sell-LVL LerrinNd WaxerLumber 031312023 No Y. WA WA 2 M169HS 18 gal Paper high strength (ruse connecto plate 12/312034 Yes Yes NIA WA 2 Panel Pi PrdM Shand Lumbar 034312028 No Y. WA WA 3 Mt 16 16 ga. tasscanndorplNa 1211 yin Yes. MIA WA 3 TarbarSinnd LSL Laminated $nand Lune OW312m No Y. WA WA 4 MT784S 14 ill high stronSM no eonnedor plate 12131=4 Y. Ya NIA WA 4 TJ Ram Board Structural Compile Lumbar or Oriented Stud 031312023 No Ya WA WA 5 MT20 S 20 ga. high theppth trues, connector Pace 12131=4 Yes Yee NIA WA 5 Wayrno.-Rami Hd board Rem Board Oriented Stmd Ward Ram Board 93/112023 No Ya WA WA a TLIB. Ill 18ga.mesa.nectar Pate 12131=4 Ya Yea MIA Ni 7 TL20, M720 20 gal W. conned. dot. I V31=4 Yea Y. MIA WA gr m or art art DamBmldm no 9&0 - - �tltrg art art Date Pandm am , 73R Varian ttMaigailegi anus UNWEL&tMM Validated 9, Ndgaau AWKWM FBC Approval dloMS9 a" mm Veil➢¢ maglgilifi'i{= S&Irffi ZWOM LM21 a Validated Br ](idwmlg BlOmlrlu PSC Actual m,roffi iW6u RMdes 20M Alpine Slued Levu ICC Evdueda Service, LLC Wtpm M. Raman. PE 1WIM20 1LY12J2020 IWill 1110512020 Approrsd R4Ya)on 2020 cawywdw Cerlade ProOuetaino. Rep"011h Gomel A Greenberg John Hie 12116=29 17/1a202o 1212,10020 also FBC Appn Collegialy: Structural Components (3211710-3377 (407) 681-1917 CLOC*49 PE34215 f352)3gBd311 eubcehoory: Truss Flat. a aPalwadFndM.eom .ProduCmpon4ra gar: Produaaa Ilroduid to a Redo of was"5i37g7 Preaeagdor�lahoo.com Canpllenaa U.Mad Elshouian Report toms Iii- To Nam Tachndvee Product EnWaton Enter Campine"M4thd: Evaluation Repot from a Flood. Registered Architect aa Uanwd Flodds FLIMMM Pirrazi Prof. iond EnVnear Oifay Aarxrpa AWWAO for Uee Am u dfr lure ligialia Dealing iagd Product Yodel. Ntuluara lams Product Oerritllpn Calmat Faience Dot In HVH F"Gtm Pe re P7lf774.RSProrkam- 1 ITW BCO/Abrne HpMr baengt lH di 8) Metal Connector Pleb 121310024 Y. Y. NIA N/A (Poll A.- 6➢MMM91MM BWdm.rliLk, kwm 219M 2 ITV BCGhabi Hinge Hate Metal Comedapiate i2f3120N Yes Yes NIA NIA all Numbw N product geopolitical comas EmhdlmcLKO m.HVHZ Out" HVHZ Reshimt P.n 3 ITW BCG/AWne Twice metal Connecta Plate 12/312024 Yes Yea NM N/A 1 Guany Recaal or comm dal co mite Products Prical mid P-U.Wed Concrete Unhe 0511 No Yes NIA WA 4 ITW BCG/Atptne Wald "Nor ConnectorPlate 12/312024 Yea You NIA WA March 6, 2023 c- ..I` Cn 2 all Q O O a O C O 5_O O ^1 W LL O .Cn CA1 vI O F_ so v' (D E u}aatt CU `V > O > L CL 0 CL Q � U 0 L W CC W a< F- 0 LCO W Q z J z el J CL SHEET NO. PA 1.1 RrNida Dgnrunwt of BL R MU A PR7)IEdONII Raptdalon PAP1.12 Pal Depenbnent of BUa nswe A Pmioalonal Rspulalon P.P i of i ROrMa Dlpa7d11aIK of BNaln A PmtmmiDnal Read, W POP I all Bulding Codes end Stintrila aH42M Bulding Codes and SWIdarde anl2aan Bulding Codw and Stendwda anarebn Pro" Approwel Apoi"xl Dora Product AppM"l Appiketbn DOW Pris"Appitmel 1111, DOW ._ 4lle ... mini - ifikz -oil! I to am G2k1�aBae go ... idre flWLs ... ➢a� ➢ll 4r,Laaiaa lak SrYde Eatl6c>r Gabe Wk A* DOMINION 7�g )y, . laeebaewr gam( Erlaritkewe wliY/ar Y, i ,� FOGAxnsrel PAa}�. ✓ on 1� Val*" ar.r.lu. auwr. wWtla, WYr/ ri N� PaeAerew y&I Be tl.�. rrrrru.r '� arrraurrP wirwa. 1Wi1r/ P1CA.w.r ,1yvol low A* nbn 2021 "Copmow Joe Nrpdw a" wilim d Doer I L el PE. a dTM4J03D 07/142020 wfaDam Ap ra.ad Alorelm 2021 PI owpowwm Jw f" a" VPndw wd Door TA- Lunn, PE, LLC am ll CTn412020 wizz9 020 Appnwd Albrwwd 2fID POax ibrpmw Joe Wydpn No mmow omd n w Jwnw L BudoIM. PA 6 URIC m 13r1142020 CwAm2010 Apxswd Obfar«fa vara, ffklbww ki rubomwrAaoOCNwfr CBUCKErpbawep Oafre,gsawnd, aDeblsw NwwbollwrAlmi l MCI O♦fgw2e Varrdowe nobbleon 11WUNGOwrAGNI CRUCKEr02rferbp a.aC.wawgrakoo11w0 (4f1)a214M OW)414N27 ammhf wr. avve mul (qlY a21.a0Aa aab0.rlrx Fbw Li4l)a214M Net)4M4ea - 4WAP118eer 011YP6 Crgblbon Ul LNpna pollop"All"t"vepe B.OvaPeee rffrc 0en2fo10a+ rArxa Llglna Gw"Now M~ otivil On mwkw we" IYtwm 1"16w I� il�lseuam+.r. A .rgAdemad III Um am pact,, !kill amoKAaea7ar Ammem iNjims Amm djmum kiW lien J3AIY13rJ�rIYaaL aolERAE ere ieolsAOellw leemrblaKUN hood raA BrlrrAaaarritA saambrinrlNtlaaAre Ial0lii Orbldeim BOOM hL Arai BNlarrrdrNl Ceti, 1.111 G lHill Autaad Boni, Abu Brlarlydlr0 GrmriammaaAbr i.KwHZ anal 1!!ll rakart 1 8wr,tORONt/IPwbnnarweiingrNYnp VftylebpLeMwpwbbe(4!xT21 mn7rlmT NO Ya rb +BMW 1 rhrYlOawre8 Hurr:Whww 2rxWMmIlNwl4mpdaPglstengwbm. 0arJ2R072 ib Yw Na +4040 1 ew1e1020 ve0f0reeerdw(erX7f7� OI/tOR072 Ho vas rb 2 Sedw lOw NU Pmenrws Nnar Nunn Vh0l iwh PrfPlmOna ell Hung Aft MINI Np Yes 1b +OMiO 2 Iew1:40"1nlpemw VPrxld[ a�xer WlrylNw4rgwf ilnab lePra VVYxbw ormer1012 No Yw W +4e46 2 Bah,, 1020 Veyl4bd Vf %ftw(10rxa41 O7lta/10i2 Ne YeO Pb l.wrpa,ae(7?x4wlAr) 8 POD lO awls, anpla Ne.g VNndw 0♦r:er" Plona"III4[Or NA Yrarderr 0710a12t02 No Yes Pb +a0P60 8 eeriee ion %WFbwd WfrOweO'xa0'} 07"s= ND Yw NO a SoonIon Orals Help III" Thpleoarpa"Oorx M "MOM w Yw No +401LQ ♦ Pow 10 aeM elnpb Ww w1gow 4rx7ar%AV Nomrged:Nb NeOwbwoer a/1WgCi2 No ris m +40Ya0 ♦ aarleala7lPeerNYrg VNUlgTlpOowrpwea(1pr[a2a1 DRANO27 No w4 No +aB4a a Pawil arloNYnawlydow sr[01 W"ONwMgedeb0lsffwOVVYrdw 081 No Yr NA +la40 FimNAubmirk 8 e011000Nr0r Hull WA19Yrar Hu0 TMn/bnga,a,Qae'xaA1 ON130M No w e No +2M8a 0 Pow lOawlss Made Huno Vwndew wx7r Mmv1MwFingwa Boor Hung whkw 07A700072 No Yes No -ootw RadkAmmoo AI�,JIM AI�1W 1r� 8 8wrM ,020errd:Mum %WebpMMumTVfnCOrrg0awg7a'xaae') asmea 27 me Ya No +20ae 7 PIisft realnosHungwf4cw 02.111'x0V%WMon4mpelA84itH lWbrdow 1WI70M ft Yw w +@a,= 1011 haing2m&dgm k.wAU 43,11ids mvmzAaaYallr T AwW ionarple NYrO VYyI BYpM HuO ThplsCangaalfot10rx8ar) OM1M2077 No Yw Pb +00-86 eL J♦Ie Peo4wle -. 1 Orr 1a/Al awd",ft.(or X Tr) 0►Hea00♦ No vas "IS BPw 10000111,011,11411110 VYglaprNugwmw(!'xT21 OOrf7rJ@T 1b YYa m +al4Ta 2 ewke lop %whwlaildpwtWK0♦1 07110R02♦ No Yea m a awb 10ROOrel HmO %w bOro Huswndw(lrxea-11r) OBNaAXfff No Ym Na +21111 modk& ak AabWAWJ&n AnmomBINBM imm AW 8 BwW 10R0 Vbgl FVwd WROMPrxf101 Oma2m♦ No yes Hb +eOFOD 10 Bill I=axprmum V1V11 YHunaWh w(arx80r112r) Wier027 No Yw Pb -3" !sA holoagoodago agonalikkwAsmk kIM QWIMLWK aido t E� 1, swim iow OrOr Hurt 1,we bHuvwww(♦r wan wn7@077 No Yas Yea tis ND +204YB +am 1 PeY lO awls, BfnglsHUF4"1 arxar%AV NfMrgei Nng Vrbrdew IM102f200 No Vae No +♦a40 12 IN IQ=SIrels Hung %ws"wHuOwrdpv(a0r,72r) DanM202r No 2 wrldew Pfft awwwwaftwrOVBntlpe 11pie aPxerNxylNon•Irgwtergeike0w4bw IeA>aama ND Yw No -45643 18 1♦ ewrslOrANryrHury Bil Hu 8wls„O.p 8lnals NurO VewIllHumTrfnawrgwwprxmr) 0M2912617 %wergr NwOTWnowrgww(1erxon coin 27 No No Yw w, No ND •aar4a +OBLU 8 Pill lO arrMBngr ferrO Yeirlow Or xOr wMl'1•ra•arer24[rr Nx01P'iralP. OBrgl2@8 No Yw -5l fb +o0f4D 18 lOp airOls VYyl Bbpk HYrO TVAnOwgww(SBPY72') pafl7ANa7 Np Yw Ab +aA.ag ♦ a POY10Berra®ngrlurg VMrtlw Pill 10 BwM9nols Nurp VAndae 8rxar WrfolbM1lrgwt aft" HIM wkwm 0M22I102a 8211rxODrllbOf NpHnyfo0t8ipr HtPO Wlndw[ 1M,7rJ028 ib No Yw Vr Nb .geL4a No +8040 ,0 aahw 1020 :row NYrO vw al Nw01w. 0begwwpr. M 0M1a12017 No Yw No +♦040 if 8anw 1. N.. NurO VYOA prwd We+argrNxrg FNrxals nDe'xT21 /)10ar202i Ne Yw Ib +2w+TD ANI rag llbWYl o l l01Ji ammo m AWO maaar 1 Ion wThwmepwar Ergwrgaw wAwrOlayr Ve01 N1dr PerWxwnw Nrlall NYrO (rtx7T) OM77rJ@7 No Mla No +1101,80 2 1e18e6wwThwmw1wwfymnarws wArrfOHyl Veal HWI PNrbmWM NrOr NulTVnn mR1I102T Na Yee ND +e014) ParWmwwabtio Nx0 owgo"ta xwIr11 8 IJOSsAw OrThw Avis EneanPOu arAYwd Olpls %w$bar Hums TLpltcmfi "Oor x72r) wlarJ027 No Vol No +40-10 iw ♦ laaaanwwTP iwillrwf8mrpua raAw"BbOw Vogl al Hum TnpleCwrpww(lar xaur) 061 No Yes No +2040 Nna PaW ds Depwbnw t of StWrN A Prt4wd ral ReyuMm Bulding Coda end 80frKWO PAD" AppWftl ApplWftn Dare pgat.ri wrrn22 of - CalkLta Oar Able MUBUOM flak Tag *OWN 110owb a.a awrAWAUw wunwi 1r +.a ,tit FOCAewwel AAEnand err Air 200 hw ONOMMon iota 10001 all windoww4 Dow James L Budarw, PE.0 ORNIMb GIM42M OfJ1012020 Appal cow"Vr VA w" n00tdDn mwvboawAuo*on CBUCJAErshol a+cefearls HwrwmBMW P4l) W 4Naa pw)4 4w Or•PaaM Nob l Cerlaaapw Ml LraO pewProdLarpPNw»iJwpe IWA" agumiALUINa Awl anduLmobLvmmkKAtxm babaOegadaft GONSKI kUWaA k ll ammkmm AWrt BNrn 1 ft" 10R0 al wodw Vrp1 aunt Mho w PX w 7D. 7"Ar xar) 0M27rJm7 No Yes NO +2O4T0 2 Serra 101310 Nbar0 iaixlbw %W91 ronwofPXw1D.ra4lrxaal OeRaR01a No Yes Pb +2649 a eels, I=, Ding wblmw %Wemmvwmowpmxe lwxwl 0M2?Mn No Yes rb -am ♦ SMW I=a"WegPe VingeawOVerlseO(XC%,fl 07fl7R02a No Yes No +2W0 FlOrtde D"Arno t of oneness A Profeeebnel Regumon Pro I w i Binding Codes and SbndWds WHISM PrOdALctAppemiApWkiml, Detd Rodda Dwaftwt of Bualmu A PmkwionW RepL M= Pil 1 d2 Bulding Codes end Srrlderde Pm"ApprotrelAppl 1111, DOW g/a _ OiBI[! _ Mb no adLbsiaa era )10a ). alb NearBPwwar •G YY itlweriuwr. wfarrdaw aw rr+ $rwue FaCAMPI AAglMl4 !blka Awrwaw 20510 WwoDrpwalw Jw HepOw ft" WlnOowwd Dow J~LauO,lsr,P.E* 0771412020 am4am a71201f0>0 AFPrOwo cal fiomb Daaw R90o10n NwWNOWWAOUl CBBON E 4000A 0 ae Ovid. lP 0I Mlles DwrAw Rtl p4l)w4N0a (W)6I-mv OenpWer Ndbob Cartill Nwxw Lll paompb&mmpppwAdwo IVLaprn ral BrllsrrWbWr Aoh[Ar GlWria km sort AN NNLk[ll4 ANOULUJim 1.MI gledd lOa kW 12W Bob" ftm I eenw 102M2aabdlrgOrw 00er V11V24rwr 1W Ull Ow Cewpr x sal 111 ND Yde % .2" 2 $l 10120R MIngfawes III Vero Sbpr III PbW N rDWOliNaA 34-18Hr 00f1NJa!! NO Yes ft +3948 x 81171) a %"2pwIN10YX&lerlp01wa0ow(YTxa2l 10100=1 Ne Yw No +20430 ♦ Berlw,aRas4aw1100Nw Cww %W obOle Pwlsi FOW*Or Owr(81(W11W 47-11rx asolom ND Yr Nr +311 "AM-) amomham mellrla l arerAwweree, AerOera Aw uw AeweeN ew Dee boo OWN ANNA EmdmtnddibcAkKxxm BNdmiamadem OWrAa2kdoLObk hAIIB 911121 Auidw Bons 1 ewre16PWRIM pwOarAwtlawgOwDOw KqI III I1W OW4 ties, Dbor(O61fr x k1Y♦rJ®1 No Yes Ib +y ag 9111 2 Swra180wrrmrnpawaArnllaw"OkI %w GV& Pww FbI Dow Pw1w a0 iv x 02116r2027 me Yes NO +4040 a1 112r) a Sw4s,a0ew w Aw,parAm, OlrAp Ores Oder Vbryl44rrwlgX'eIVOO pws Owr(7rsa21 06AU2012 No `Poe No +NKA ♦ 8e 14100raw plw Ormal albNlgetw ow VBollob011PRWFiwd'C'DowfflW11.4T•I$rx ammed a NO Yw No +gel Willi lime Awl hllkelirgiwm b li OWbYat10R Bubm as a 1 off"100we wnpmorAlwl81ke00w"Dow VW 24WW Or91*4 tOow Dbw(0a-IW x W2♦rJ®1 ND Yes m +2060 vol 2 Swliallawlrmrnpmwft"dowmokwowr %W&I PI Pbed WDaw( WF^MIArx olmsma No we w .♦6140 al-IM 8 8wW 1e0w FiwOmpOwwAvwl81kLp 0YY0eer %w 24w*'wr OWN flaw Aww(77r[ar) 05114a 2 No Yes No +3wm 4 aorkmilOw ExwnpOwwhwllawmakmow %W 11I Pwrl Fbed•C' Dw MWIA 47.19r. 01n0/A182 NO Yes N0 -0-0 96I gob Affffd*A 211al Pew Dprpwauw 44cow"I Fill 0x110♦rX IOnOOwa Owepwer 11~ Fve wlb ft pw ldme Am RighlindAlahlydw■LkwwdfWak ftimillPnfll EM&W IladeL aueYrMNrlre 1 1091,11,141,11 g,FrW ROdda DapanlilarR of BIA1rN A Pmba@bW R ouldlon BuldIng Coda end 81andwde PmductAppl lApp" 11,nDOW t IW, � a-d.walL.P.. JooNg7P SeM ft an Wool II PRI (04) R1. w �OPo Irmm p"IllOeaarirtien 10 Berle 112r Fill Fbrdwhdo. wla.r.a r TE. Lw,t PE, LLC (a01)w&44aa pwidi anw= 20 lid DOL& n 20 pia ,ll ! ACAeeiwd Ajpwjld ft 0n14J0al OM40M 071arJ0a0 IipprereA ➢mt A A ! r� Olalro 012mkat*tlee Oer Iiowbw com& 0 l ws Yw No NIA 07 N C= N C" N Qc L -w CD W C G CL. CS C ro G2 CV y m TC LA- ro o in a CV .0 to y C= Q � CV � N w 7 E t C CD C, r Q 3 cc ea ai as Ja � C Q 10 N O- C A p a v 0 10-0 N N V O a)� CU .� U a) a) CU O CU (n O O O ^^11 W CU O .w -a W O CD- CU m ._ � U Q Q E Z r�n fir/ cz _ ICU > CL 0 CL Q L U 0 L �J L) CU m =:3 Q O L w� z J z a March 6, 2023 SHEET N0. PA 1.2 N tl1 -Cu O �... C� • Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130r1020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r302040 Simpson Strong -Tie 2020 FBC Approved Products Updated 12rt0M20 Q O L am For infect Inks to all SST approvals Isted below, CLICK HERE For direct Inks to all SST approvals listed below, CLICK HERE For direct Inks to all SST approvals listed below, CLICK HERE For prod Inks to all SST approvals listed below, HER E � n additional Information regarding Flartds's Statewide Product Approval System and Maori -Dade County Noce of Acceptance (NOA), COCK HERE. For add For additional Information regarding Fl oida's Statewide Product Approval System end Momi-Dede County Noce of Acceptance (NOA). CLICK HERE, For additional information regarding Flgida's Statewide R'ObJCt Approval System end MaM-0ede County Node d Acceptance (NON. COCK HERE. For additional Information regarding Florida's Statewide wlde Product Approval System end Mari-0ado County Noce a Acceptance (NBA), COCK HERE. � � '0)U � U F1.02356-R7 FL#10446R6 FL#10436•R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3 C Co CU 9/16" and heights ranging from 4-W 6" to 11". Concealed flange ,I a Product Modal. Number or Name Product Deserlatlon A g9 Product Modal. Number or Name Product Description Brea 8 Product Modal. Number or Name PM"S Daseflntlon version (HUSC) available for models having width equal to or O Q - 1 Titan Stainless Steel Concrete $ Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB. BTH BrbkTlas greater than 3-9116". L L O 2 APA21, APA4, APAB, APVA21, APVA4, APVAS Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers M Face -mount hangers available in widths ranging from 1-7/8" to 3 0- 3 AP544, APB44R, APV866, APBWR, APB88, APB88R, APB1010, APB101 OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps � 5/8" and heights ranging from 9.114" to 19' O Ll _ _ FL#>MB4.R8 APVB44R, APVB88, APVB66R, APVB88, APV688R, APVB1010, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.63-SDS, LGU5.25SDS N Face -mount hangers (U O -6-1 4 APDJT2 4, APDJT2R 4, APDJT2 6, APDJT2R 8, APVDJT2 4, APVDJT2R 4, APVDJT2 8, Outdoor Accents Deck Joist Ties 5 CTS218 Compressionirrension Strap 14 LU24, LUX LU28, LU210 f� a Face -mount hangers O Seo !r Product Modal. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate be 15 LUC282, LUC2107 N -p . � Face -mount hangers . � � C Q 1 SDIO112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, H1e, H16S, H16-2, H16.2S Hurricane Ties 16 LUS series hangers W Face -mount hangers available in widths ranging from 1-9116" to 4- oL a) i Q 2 SD9112, SD9212, S010112, SDI 0212 Strong -Drive SO Connector Screw 6 APL4, APL6, APT4, APTS, APVL4, APVL8, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown � = 0 518" and heights ranging from 3" to 10-15116". (n O cu 3 SD9112SS, SD9212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 H824 Hurricane Tie 17 MGUS.63-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7. DS a a- cDFace-mount hangers (Cj s� 4 SDCF22434L SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2SDS1.5, HSS2-2-SDS3, HSS2-3SDS3, HSS4SDS3 Heavy Stud Shoe 1S MIU series hangers ra m XFaos-mount hangers available in widths ranging from 1.9116" to 5- -� v) Q SDCF221134, SDCF221334, SDCF271958, SOCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Straps c' LL 9. 18" and heights ranging from 6-15116" to 19-1/2'. 5 SDCP22434, SDCP22512, SDCP22814, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJTOZ Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS3DC Heavy Twist Strap 19 MUS26, MUS28 N to N =Fare -mount hangers SDCP221100, SDCP221134, SQCP271400 11 DJT14 Deck Joist Tie 13 HTSQI BKTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL. SURC, SULC series hangers to ou C c3;loevved face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 tFTA Light Floor Tie Anchor a y �3/iw to 3-9/16" and heights ranging from 31116" to 13 314". 7 SDS25112, SDS25134, SDS25200, SOS25212, S0625300, SDS25312, SDS25412; Strong -Drive SDS Heavy -Duty Connector Screw 13 14 r-C4, FC6 FWANZ Framing Clips Foundation Wall Angles 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Slaps a3i t3. L oncealed flange version (SURC, SULC) available for all double and 4X models; onry acute flange is concealed. SDS25500, SDS251300, SD525800 16 LSTI49, LST173 Straight Straps c .L.. Q 8 SDS25112SS, SDS2520088, SDS25212SS, SDS25WOSS, SOS25312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 9 Y tY 15 GA1, GA2 Gusset Angles 17 LTB20, LT840 Bridging 9 9 21 U series hangers 9 ce-mount hangers available in widths ran n from 1-9N6" to � ri r6a 9 O 9 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor to•Floor Screw 16 H2A, H2.5T, H8, H10A•2, HI OS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS1B, LTS20 Light Twist Strap V_ y 'E' and heghts ranging from 2.5/8" ro 11.1/4' 17 HCJTZ Heavy Concealed Joist Tie 19 MGT ModiumGiderTiodown i •� C 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#10007-R8 19 KBS1Z Knee -Brace Stabilizer l 21 MSTA9, MSTA12, MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36; MSTA49 Straight Straps FL#10567-RS w O. 20 L30, L50, L70, L90 Angles 22 MSTCZ$, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps o All"Product Model. Number or Name Product Doscrlptton 21 LCE4 Post Cap 23 MSTC4883, MSTC6683 Pre -Bent Straps goo x Product Modal. Number or Name Q u Product Description 1 ATR318, ATRt/Z ATRS/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS9O Skewmble Angles 24 MSTI2e, MST13e, MSTI48, MSTISO, MSTI72 Straight Straps 1 BA series hangers o Top flange hangers available in widths ranging from 1-9/16" bo 7- 2 ATUO5, ATU08-2, ATUD9, ATU09-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MT812, MTSIS, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap "- 1/8" and heights ranging from 7-1/6" to 30". 3 SP3/8-2, BP112, SP1/2-3, BP518-2, BP518.3, BP314, BP3/4-3, BPRTU03-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ2812, LSSl28RZ, LSSJ21OLZ, LSS121ORZ Field Adjustable Jack Hanger 25 NCA200-12, NCA202-12, NCA2x6-16, NCA2x10-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW318, CNW1t2, CNW5/8, CNW3/4, CNWSM-112, CNW3/4-518 Coupler Nuts 25 LSSRI.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210.2, LSSR410 Field Adjustable Skipeable/Skewable Hanger 27 RCW1312, RCW814 Wall Bracing 1/5" and freights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUDTT, CTUDST CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPSIS, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1I2'to 3 CTUD96, CTUD99 27 ML23Z, ML24Z, ML262, ML26Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 6 N3, N4, N5, NO Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SP8 Saud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1 V4" to 3- 7 RTUO3, RTU038, RTUD4, RTUD4B, RTUD5, RTUDB, RTUD7, RTUD6 Ratcheting Take -Up Device 29 MMHC H" Roof Connector 31 SPH4, SPHB, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-114" to 24". 8 TUD9, TUD10 Taka-Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST5215, ST6224, ST623C Straight Straps 7/B" and heights ranging from 11" to 32-1/7'. 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, T827, TB30, T636, T1342, T848, TB54, TBW. TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3548" to 7- 11 URS4 1/2" Uplift Rod Run Tledown System 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 114" and heights ranging from 11-114" to 37'. 12 URS5 518" Uplift Rod Run Tiedown System 34 STC, STCT, OTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1 /4" to 6-7/8" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, W81 OBC, WS126, WB12eC, WB143C Wall Bracing and heights ranging from 8-1/2" to 29'. 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11"to 32'. FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- FL#f0447-R5 112" and heights ranging from 8" to 30'. Product Model. Number or Name Product Description Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-719' 1 DTT2 Hold-down Seg # Product Model. Number or Name Product Description 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1/2' to 28". 2 HDC10/4, HDC10/22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DUSTF series hangers Face -mount (DU, DHU) and top -flange (OHSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 H008, HHDQ11, HHDO14 Hold -dawn 2 DSC2R-SDS3, DSC2LSDS3, OSC5RSDS3, DSCSL-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16" to 3-9116" and heights 7/8" and heights ranging from 7-1/7'to 37' 4 HDU2, HDU4, HDU5, HDU$ HDU11, HOU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.1/8" to 23-15118". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP11.81, HCP2, HCP4 Hip Corner Plata 3 HGU3.63SDS, HGU5.25-SDS, HGU5.50SOS, HGU5.62-SOS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to n" 8 LSTHD8, LSTHDBRJ Slap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.2513.25, HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5118" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518' to 7• 2/16" and heights ranging from 18" to 26'. 8 MPAI32, MPAI44 Strap -style purlin anchor 8 HRC1.81, HRC22 Hp Ridge Connector 3/8" and heights ranging from 5.5118" to 12-7/8". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purtin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7.00-SDS, HHGU7.25SDS, Face mount hangers 3-WlW and heights ranging from 5.3/8" to 13-1I8". 10 PA118, PAI23, PAI28, PAI35 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10, STHDI DRJ Stiap-styls hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 112" and heights ranging from 3-7116" to 16'. Concealed flange 12 STHD14. STHDI4RJ Strap -style hold-down 10 TC24, TC26. T028 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222-2THA413, THA41 B, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". THAC422, THA426, THA422-2, THA426.2 1/8" to 5-1/8" and heights ranging from 4-&,Vito 15-314". 16 HWP series hangers Tap flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1.81/22, THAl2.06/22, THAl2.1122, THA1222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger Sized for Worsts Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5.316" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange Is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 19118" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5-316" to 37'. 15 THJM2-4SDS3, THJM2-5SDS3, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/18" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718" to 19-114". Concealed flange SM" and heights ranging from 9-1/6" to 10". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of I.9/18" and heights 18 VTCR Valley Truss Clip greater then2-9116" ranging from 5.318"to7.14' 10 HU001.81/9-SDS, HU001.81/11SDS, HUCQ210-2SDS, HUCO210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Tap flange hangers available in width of 1-9/16" and heights SDS, HUCQ410-SOS, HUC0412-SDS, HUOQ5.2519-SDS, HUC05.25/11-SDS, HU00610- ranging from 93118" to 13-118", SOS, HUC0612-SOS Simpson Strong -Tie 2020 FBC Approved Products Updated 125MM20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3W2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1250=0 EZ= Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30 MO For direct Inks toall SST approvals listed below, CLICK HERE ® For direct Inks to all SST approvals listed below, CLICK HERE � For direct Inks to all SST approvals Ned below, CLICK HERE � For direct Inks to all 88T approvals listed belay, CLICK HERE For additional information regarding Fladda's Statewide Prodrel Approval System end Mom -Dade C aunty Notice of Acceptance (NBA). LUCK HERE. Far additional information regarding Fkridab Statewide Product Approval System and Mari -Dade County Notice of Acceptance (NBA), rh ire hrFRv For additional information regarding Florida's Statewide Product Approval System end Mani -Dade County Notice of Acceptance (NBA), TUCK HERE. For addtional information regarding Florida's Statewide Product Approval System and Mamf-Dade County Notice of Acceptance (NBA). rr ire HGRG 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FLX11468-R5 18 S/LBV1.56, S/LBVI.81, SJLBV2.0e, SJL.BV2.37, S4-BV2.56, SILSV2.68, SILBV3.12, Top Flange Jost Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 53/8" to 15-1/8". SILBV3.56, SILBV3.62, SILBV4.06, S/LBV4,1Z SJLBV4.28, SILBV4.75, S/LSV5.50 6 Strong -Bolt 2 (ST62, STB2.4SS, STB2•eSS) Strong•t3ah 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-0/16" and heights AW Product Model, Number or Name product Description 19 S(LTT20, SIDTT2Z, SIHTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9 3J1f3" to 13-118". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMSTeO, SJMST72 Straps 118 mil (10 go) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HSSS, THD-CS, THD-CSBSS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3. LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6, HRS8, HR812 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-1 /7 3 HU00210-2-SDS, HUCO210-3-SDS, HUC0310-SOS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1 /4" to 6- 4 THG62, THG83, THGBH2, THGBH3, THG8H4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/7* 5 THGQ2SDS3, THG03-SDS4.5, THGQH2-SDS3, THGQH3SOS4.5, THGQH4SDS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HO Rod Coupler (rHD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16"to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HO Threaded Rod Hanger (THDB25168RH, THD637158RH, TH037212RH, Titan HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-1/4"to 24", THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3,VS" to 7-1W. FL#J 1473-R5 FL>f#13904-R5 (D 27 RR Ridge rarer connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9/16" to 7- 'y,�y,� Product Modal. Number or Name Product Descrictign Riga # Product Model. Number or Name Product Description FLii16230-R8 118" and heights ranging 9-1/4'to 32". 1 DETAL20 Double Embedded Truss Anchor 1 0CQM3.62-SDSHDG, CCQM4.82-SOSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82SOSG, OCTQM5.50-SDSG, CCCQM3.62SDSG; COCQM4.62-SDSG, c g Product Model. Number or Name Product Description 3 HIS, HISS, H18-2, H18-2S Hurricane Tie CCCQM5.5OSDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10960-R5 4 HETA12, HETAi6, HErA20, HEfA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G•KT, ECCLQM5-50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALIS, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLOMD5.500-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.620- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry ca"Product Modal. Number or Norma Product Description 6 HGAM10, HMO Masonry retrofit connectors KT, ECCLRQMDS.SOG-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry }a ^ ` 1 2 ABA44, ABA44R, ABA46, ABA48R, ABASE, ABA.66R ABU44, ABU44R, ABU46, ABU4611R, ABU55, ABU". ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base Adjustable Post Base 7 8 HHETAI6, HHETA20, HHETA24, HHETA40 LGT2, LGT3SDS2.5, LGT4SDS3 Heavy Embedded Truss Anchor Girder Tiedown 3 4 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 LGUM26-2, LGUM26-3, LGUM28.4, LGUM28.2, LGUM283, LGUM284, LGUM210.2, Heavy Masonry Hangers Masonry Beam Hangers 5 6 Titan 2 (TTN2) Titan HD (rHD•H4SS, THD•HSSS, THD.CSOSS) Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 = W ABU88R, ABU1010, ABU1010R, ABU1212, ASU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 11 META12, META16, META18, META20, META24, META40 MSTAM24, MSTAM38, MSTCM40, MSTCMeO Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.1219.25, MBHA3.12/11.25, MBHA3.5W.25, MBHA3.5619.25, MBHA3.56/11.25, MBHA3.56/11.88, MSHA3.56114, MBHA3.5B/1 MBHA3.56N8, MBHA5.5017.25, Masonry Top Flange Beam Hangers 7 Titan Turbo countersunk head. Titan Turbo for ' A V, 4 5 AC4, AC4R, ACE4, ACS, AC8R, ACES BC4, BC46, BC4R, BC6, BC5R, BC8. SCS2-2/4, BC62-3/6 Post Cap Post Cap 12 MT5M18, MTSM20, HTSM16.. HTSM20 Trost Strap for Masonry , MSHA5.50/9.25, MBHA5.50/11.25, M13HA5.50111.88, MBHA5.50/14, MBHA5.50f16, (TNT) Screw Anchor concrete or masonry 6 C644, C648, 0848, CB66, CB88 Embedded Column Base MSHA5.50/18 ICU 7 CBSQ44-SOS2, CBSQ46-SDS2, CBSQ66-SDS2. CBM86-SOS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.5819.25, MBHU3,56/11.25, MSHU3.55/11.88. MBHU3.56114, MBHU3.56/16, MBHU3.58/18, MBHU5.50/9.25, M13HU5.50/11.25, MBH1.15.50111.88, MBHU5.50114, Masonry Beam Hangers FL#16937-R3 > 8 CC, ECC, EOCU Series Boned column cape with WI ranging from 3.1/4" Io 9.1/7 and FL011496-R6 W2 ranging from 35/8" to 7-112" MBHU5.50/16, MBHU5.50118 ,fta Product Model. Nurn bar or Name Product Description CU O 9 CCQ-SMA ECCQSDS2.5 Series Screwed column caps with Wi ranging from 3-114" to 9-1/2" and Alas Product Modal. Number or Norma Product Description 1 X349101MK, X1 S1016, Xt B1016-4K, X01 S101S, XQ1 B1016.4K 410.18 Strong -Drive X Metal Self -Drilling, Tapping Screws with 03 L W2 ranging from 35/8" to 7-1/2" 1 DTT1Z Deck Tension Tie Drill Point � 10 CPT44Z, CPT66Z, CP1r88Z Concealed Post Tie Base 2 HD12, HDI9 Bolted Holdowns FL#13976-R8 2 XL01I4T1224. XLQ114BI224-2K 412-24 Strong -Drive XL Large -Head Metal SeN•Driliing, Tapping ^ 11 12 EPB44A, EPB44, EP646, EPB66 EPS4Z Embedded Post Base Embedded Post Base 3 4 HD38, HD5B, H07B, HD96 HTT4, H175, HTTS-3/4 Bolted Holdowns Tension Ties Sag 9 Product Model, Numbar or Name Product Danrpticn 3 XM0114SI224, XMQ114Bf224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 412.24 Strong-Drva XM Medium -Head Metal Set -Drilling, O 13 LCB44, LCBe6 Embedded Column Base 5 LTT19, LTT20B, LTI131 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SDW22600, SOW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCBZ Light Post Cap SDW22834 4 XQ1I4SI224, XQ11481224-2.5K X114SI224. XQ112S1224, XQ112B1224-2K #12-24 Strom Drive X Metal Self -Drilling, Tapping 9- 9. RPing Screws with #6 Drill Point ' v 15 MPB44Z, MPBBBZ, MPB88Z Moment Post Base 2 SDWCIUW. SDWC15800 Strong -Drive SDWC TRUSS Screw 16 P844, PB44R, PM, PB66, PB66R Embedded Post Base FL#13629-R5 3 SDWHIO300D6, SDWH19400DB, SDWH1WOODB, SDWHI9800DB, SDWH191000DB Strong -Drive SOWN TIMBER-HEXScrew 5 XU34S1016, XU34B10165K #10-16 Strong -Drive XU Metal Set -Drilling, Tapping Screws with 17 PBS44A, PBS46. PHS68 Embedded Post Base 4 SDWH27400G, SDWH276000, SOWH27800G, SDWA2710ODG, SDWH771200G Strong -Drive SDWH TIMBER-H EX H DG Screw #1 Drill Point 16 PBV6, PBV10 Round Post Base Jed # 1 Product Modal. Number or Name SB5/8x24, S87/8x24, SB1x30 Product Description SB Anchor Polls 5 B SDWS1e212, SDWS16300, SDW618312, SDWS16401 Strong -Drive SOWS FRAMING Screw Strong SOWS TIMBER Screw Grade) O 19 PC44.16,PC46-18,PC48-16,PC64-16,PC66-18.EPC44-16,EPC46-16,EPC48-15, EPC04.16, EPC88-18 Postcap 2 SSTB16, SSTB20, SSTB24, SSTB28, SST834, SSTB36, SSTBI6L, SSTB20L, SSTB24L, SSTS Anchor Bolts SDWS19600,SDWS19712,SDWS22400,SDWS22500,SOWS22512,SDWS22WO: SDWS22800, SOWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS221500 -Drive (interior FLiAS320-RO L 20 PC4Z, PC4R7, PCBZ, PCBRZ, PCSZ, PC8RZ, EPC4Z, EPC4RZ, EPCBZ, EPCBRZ, EPCS.T, Post Cap SSTB28L 7 SDWS2230008, SDWS2240DD8, SDWS2250OD8, SDWS22B0ODB, SDWS2280ODB, Strong -Drive SDWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS2210000B JBg # Product Model. Number or Name Pmduet Description 21 PP844-4Z, PPB44.8Z Post Base 8 SDWS22312DBB,SDWS22512D8B Outdoor Accents Structural Wood Screw 1 DSSCB43.5; DSSCB46, OSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FLO13872-R4 9 SDWS2730OSS, SDWS27400SS, SDWS27500SS, SDWS27600SS, SDWS27800SS, Strong -Driver SDWSTIM13ER SS Screw 2 FC843.5, FC645.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Foxed -Clip Connector W W'^ SOWS271000SS, SDWS27120OSS 3 FPHSD34S1016, FPHSD34B1016, FPHSD3481018-5K, FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-bo-CFS Sell- Seat X Product Model, Number or Name Product Description 10 SDM13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214. FPHSD34B12145K Drilling, Tapping Screws CIO FL#1081RS 1 CMST112, CMST14, CMSTCI6, CS14, CS16, CSIB, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSF04.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector 2 HRSB, HRS8, HRS12, FHAB, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI36, Straps 97 mil (12 go) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSC6.25; MSSC2.25, MSSC4.25, MSSC6.25, Steel Stud Connectors a piW Product Model. Number or Name Product Description MSTI48, MSTISO, MSTI72, S/MST27, SIMST37, SIMST48 MSSC4.25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FLSI5363-R3 6 RCKW3, RCKtfi5.5, RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SCS43.5, SCB45.5, SC847.5, SCB49.5, SCB411.5, MSCS45.5, MSCS47.5 Bypass Framing Slide -Clip Connector 3 GH46-8, GH48-8, GI48-8, GH48-8, 01-1410-6, GH410-8, GH66-6, GH86-8, GH68-6, GHBt- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, L5TA21, LSTA24, ST292, ST2122. ST2116. ST2215 Straps 33 mil (20 go) product Model. Number or Name Product Description 8 SC532.5/97, SCS62-5/97, SCS62-5tl18, SCS82-5/118 Bypass Framing Connector 8, GH610-6, GH610.8 8 LSUBH325, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18, AS 18S5, AS 18SO 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GL(35A, GLB58, GLB5C, GLB51D, G1_B7A, GLB7B, GL87C, OL87D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors L 5 GLST512, GBLT612, GLBT516, G8LTe16, GLST520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS16, LTS20 Light Twist Straps 3 AS20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBR HGLBC, HGLSD Heavy Giulam Bearng Plate 9 MSTA30, MSTA36, ST0215, ST6224, ST9, ST1 Z ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTCe8, MSTC78, STS238 Straps 6S mil (14 go) Screws UJ 8 UFP10SOM Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1016, X01 B1016-4K, XQ1S1214, X0161214-3.SK, XQ7881224, X07861224-31(, 410-18; 412-14, and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SB1.56, S/81.81, S/B2.06, S152.37, SW.56, S/B2.SS, S183.12, S183 56, S/B3.62, S/B4.06, SB4.12, WB4.28, S134.76, Top Flange Joist Hangers FL#15730-R4 XQ11461224, XQ114131224-2.SK, XQ112S1224, XQI 1 2B 122 4-2K, X34B1016-SK, X1 S1016, X181018-4K, X1S1214, X1B1214.3 5K Tapping Screws Q 13 SB5.50 S/BA2.1218, SMA2.12M0. SIBA2.12H2, S/BA2.12/14, SMA4.18/8, S/BA4.1$110, Top Flange Joist Hangers ore• # Product Model. Number or Name Product Description Z J SBA4.18112, SBA4.18f14 f ET -HP Adhesive Anchor for concrete Z 14 SM1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, COPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HD8S, S1HD88, SMD10S, SIHDIOB, S/HD1SS, S/HO158 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWR PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 S/HDU4, S/HDU6, S/HDU9, S1HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 SfJCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET NO. March 6 2023J1 PA 1.3 MIAM!•-DAMC0VN7Y PRODUCTC0-N=OL SKCY ON 11805 SW 6 Street, Rooms lei$ DEPARTMENTOF REGULATORY Ah'D ECO-NOit UC RESOURCES IRE$) Minns, Fweds 33173-2474 SMARD AND CODE ADMIB MTRATIBN IDN7SrZ N T (736) 3 U-2590 F (M*) 315-2 NOTICE OF ACCEPTANCE (NOA) WWW-Wi811ddMk&ffF PGT Industries, Inc. 1070 Technolo&- Drire, North Venice, FL 3427 SCOT: ThisNOA is beingissued under the applicablernles and regulations governing the use of conshmcwamatenals. The documentatiansubmittedhas beenreviewed and accepted by Miami -Dade County RER Noduct Cow Section to be used w Mim Dade Co mly and odor areas what allowed by the Au4harity Haring Jur:asdichm (AHI). This NOA shall not be valid after the expiratiom date -,fated below. The Miami Dade County Product Control Section (In Miami Dade County) and'orthe AM (in armsotb.er tha nMiami Dade Coruaty) reserve the right to have this product or malarial tested for qualityr assurance putpe ses. If this product or material fails to pesfonn in the accepted manner. the mactum will incur the expeaw of si xh testing and the AM way imnmdiatefyvev oke, mo dify, o r suspend the use of such product or ma*rial within their jurisdiction. RER reserves the right to revolve this acceptance. if it is determined byNWani-Da& Cou&yProduct Control Section that this product or material fails to meet The requirements of the applicable building code - This product is approved as described hewn andhas been. designed to comply with tie Florida Building Code, including the H4 Velocity Hurricane Zone DESCRIMON: Series "337013770" Vinyl Ste; Grass Doer (Reinfwred) w*o 909 & 1354 corners-L-MI. APPRov AL DOCI'h!> NT. Drawing No. mD-5. '0.0 Rev B, titled "Vinyl Sliding Glass Door NOA (UV'- sheet$ 1 through 21 of 21, prepared by manufacturer, dated 10f05,15 and last revised on 02/01121. signed and sealed by A- Lynn Mi7ter, P.E.. beating the Mianu-Dade CouutyrProdoct Control Remion stamp with the Notice of Acceptance number and expiration date by the Miami -Da& C4unry Product Control Section. 'XIISISSIi.E LMP ACT RATING: Lame and Small 5fissile Impact Resistant Limitations: I _ See table I (sheets and table 2 (sheet S,) for app licable SGD unit sixes, design pressures, reinf wcetneints types. glass types, silt riser (see tables B-1 & B-2, sheets 7-9) and anchor layout sheets requirements in 1 I thru 16. 2. Rigid White PVC, Tan (Non -white) Rigid PVC undBrown cued (Paused or laminated) white Rigid FVC to be labeled per referenced NOA's iequir ememas- 3. Egress operable doors must comply with min clear width or height per FBC regtuirement as applicable. 4. Pocket walls under separate approval, to be revitmed by Building official L.MM'LLNG : Each unit shall beau a permanent labe I with the manafackwees nam or io go, city. state and series and following statement 'Miami -Dade County Product Control Approved-, noted herein. R LNE AL of this NOA shah be concede ed after t., renewal apphcatim has been filed and there has beenno change m the applicable building code negauvrely af} ecting the performance of this product- TERAW ATION of this NOA will occur after the c+spirattim date or if hire has been a revision or d=ge in the materials, use, and'or marnifirture oftie product or ;3rocess. Misme ofthis NQA as imendomement of arny product, for sales, advedising or any utherpurposes shall aut(m atic ally terminate #his NOA. Failure to compiywsth any section of dais NOA shallbe cause forte minafion acid removal ofNOA. IDTT:R.TISF-M EN-T: The NOA number preceded by the words Miami -Dade County. Florida, and followed by the expiration date maybe displayed in advestsinglitmiture. Ifanyportionofthe NOAisdisplayed. then itshall be done in its entirety_ L`SPECTION: A copy af this entire NOA shall be provided to the userby1he manuf tduwror its distributors and shall be available for in%mchon at Sue job site at the request of the Budding Official. This NOA revises & renews NOA#20-0419.05 and consists of tuispage I and evidence pages &1. E-2, E-3, E4. E-5 & led as well as approval document mentioned above. The submitted documeaution was rtwiewed by Ishaq L Cha oda, PE. AcT?A No, 21-0205.03 Expiration Dato: April 14, 2026 Approval DatoAdarth '25,V21 PGT Industries, Inc. NOTICE OF ACCEPT: 1TCE: EVIDENCE SUBMITTED 2, Evidence Submitted under pre ions submittal A. DRAWINGS INGS 1. Drawing No. MD-5570.0 Rer B. titled "Vinyl Sliding Glass Door NOA a 14 sheets 1 tbuxigli 21 of 21. prepared by manufacturer. dates! 10105115 and last revised on 04,"22120, signed and sealed by A- Lynn Miller, P.E. B. TESTS L Test reports ow 1) Air Infiltration. Test, per FBC, TAS 202-94 2) Unifomr Static Air Pressure Test,. Loading per FBC, TAS 20294 3) Water Ftsistance Test, per FBC. TAS 202-94 4) Lange rule Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 along with marked-W drawings and installation diagram of all PGT Industries, Inc. representative units listed below ;and tested to qualify Dews# 791 and Dowsil 983 silicones. prepared by Fenestration Testing Laboratory, Inc-, Test Reports No-: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 0910114 FTL-20-2107.1, PGT SGD780 A.hzmiramr Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Ahem Outs w ing Casem mt Window (unit 8 in proposal) FIL-20- 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07113120, all signed and sealed by Idalmis Ortega. PJ-. C. CALCULATIONS 1. Anchor lion calindatious and structural analysis, complying with FBC 76 Edition (2020), dated 04220-0- prepared by manurfactu nT, signed and sealed by Anthony Lyam Muller, P-E. 2- Glazing complies with ASTM E 1300-04, -09, -12 and -16. D. QUALITY ASSUILAU CE Miami -Dade Department of Regulatory .and Economic Resources (RER), E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.19-0305.02 issued toKurarav America, Inc. fortheir `Trosifolt- Ulhaclear, Clear, and Color PIB Glass Interhyers . Wiring on 07/08r"24. 2. Notice of Acceptance No_ 17-0803.02 issued to Kurarac America, Inc. for their "Sen"rGbtsg ((,ear and White) toss Interlal ens-", cq3ifing on 07104i?3. 3_ Notice of Acceptance No. 18-i106.10 issued to Vision Extrusions Limited for their Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for"" endows and Doom'. expiring on 09/3014. A. Notice of Acceptance No 18-1106.11 issued to Vision Extrusions Limited for their series *WE 1000 Tan 202 and fighter shades (Non-N%like) Rigid Cellular PVC Exterior Extrusions for Windows and Doors". expiring on 12"29121. 9 ( ` Safi k lAaq L Ckmado, PX. Product Control Daft supervisor NOA No. 21-0206.03 Expiration Date: April 14,1026 Approval Date: lliarth 25, 2021 E -4 PGT Industries. Inc. PGT Industries, Inc. PGT Industries. Inc. NOTICE OF ACCEPTANCE: EXTDENCE SUBMITTED NOTICE OF.ACCEPIAI CE: EVIDENCE SUBSUFrE D NOTICE OF ACCEPTANCE: EVIDENCE SiTBMTTTED 1. Evidence submitted under previous NOA D. QUALITY ASSiTRA_NTCE A. DRA" 'lu"SGS B. TESTS (continued) L Miami Dade Department of Regulatory and Economic Resources (RER)- 1. Mmdactuuets die drawings and sections. S. Test report an 1) Air Infiltrations Test, per FBC. TAS 202-94 (Submitted under h'UA :V011.-0107 04) 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 E. MATERLAL CERIff ICATiOINS 2. Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (LI i) ', sheets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1 _ Notice ofAcceptance No.15-0528.14 ismed to Vision Extrusion Limited for the through 21 of 2 1 r prepared by manufacturer, dated 10,05e15. with rmission A dated 4) Large Missile Impact Test per FBC, TAS 20194 "A lie Rigid PVC Exterior Extrusions for Windows and Doors". dated 0943/15• 04105117, signed and sealed by A. LymnMilles, P.E. 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 expiring on 09.1301i9. 6) Forced Entry Test, per FBC. TAS 202-94 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusicin Limited fortheir -YE B. TESTS along with marked -up drawings and installation diagram ofvmvl sliding glass door, prepared 1000 Tam 202 and lighter Shades (ion-N%Idte) Rigid PVC Exterior Extrusions for 1. Test report on 1) Uniform StaticAir Pressure Test, per FBC, TAS 202--94 by Fenestration Testing Lab, Inca Test Report No. FTL 8549, dated I l,,06r'I5, signed and Windows and Doors", dated 121i08116, cxpieing on I2;29.2i_ �+ 2) Large Missile Impact Test per FBC. TAS 201-94 sealed by Idahnis Ortega, P. E- (rest report revised on. 12104..15 and 02/11/ 16) 3. Notice of Acceptance No.1."528.15 issues to Vision EmrtrsiQn Limited for their �+ / 3) Cyclic Wind Pressure Loadingper FBC_ TAS 203-94 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 -Brown Coated (Painted or Laminated) B'I a Rigid PVC Exterior Extrusions for cp along with marked -up drawings and installation diagrams ofvisiyl sliding glass door. prepared 2) Uniform Static Air Pressure Test. per FBC, TAS 20294 '"W-Tndows and Doom-. dated 08113115. Wiring on 09,130/19. N by Fenestration Testing Lab, Iry _ Test Report No. FTL 9717, dated 12107115, signed and 3) Water Resistance Test, per FBC, TAS 202-94. 4_ Notice of Acceptance No_ 16-0712.02 issued to ENERGI Fenestration Solutions USA, a sealed by Idaimis; Ortega, P- E- (Test report revue on 021i 5116 and 0224116) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "TAN3040 and Lighter Shades (lion -White) Rigid PVC Exterior 2. Tent report on. 1) .Aff Infiltration Test, per FBC, TAS 202-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Extrusions for Windows and Doors" dated 09115116, expiring on 021}4;21. 2) Uniform Static Air Pressure Test. per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 5- Notice of Acceptance No-16-0712.0�! issued to ENERGI Fenestration Solutions USA, 3) Water Resistance Test, per FBC. TAS 202-94- by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated lVW15, signed and Inc for their"Bronze and Lighter Shades of Cap Coated Rigid P'%- Exterior y 4) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idalmis Ortega, P. E_ (Test report revised on 02/150-016) Extrusions for Windows and Dooms" dated 09f15116, expiring on 0411&20. 3 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 7. Test report an 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, a 6) Forced Entry Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for; their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated o along withmariirdup drawings and installation diagram of vinyl sliding glass door: prepared 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 081104 7, expiring on 0128/18. 4. byFen s atim Testing Lab, Inc:, Test Report No- FTL 8546, dated 11W15, signed and along with madodup drawings and installation diagram of-.Anyl sliding glass door, prepared T Test reports No(s). 10-002-792(A), 1"&M0527. 535753-09. per AS'IME-84, sealed by Idahmis Ortega, P. E. (lest report revised on 01,%'16 and 0211, 201h) by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated ASTUD1929 and AS'IIt+D-635. issued by EXOVA to Vision Extrusion for cellulosic 3. Test report on 1) Air Infiltration Test, per FBC, TAS 20294 11 /19/10, signed and sealed by Jorge A. Canso, P. E. (Submitted under NO-4 No. 11- composite material. 2) Uniform Static Air Pressure Test, per FBC, TAS 20294 #107 010 (Submitted under Rr#A 4.Yo, I1-01 #7. 04) 3) Water Resistance Test, per FBC, TAS 20294 8 Test report on 1) Air Infiltration Test. per FBC, TAS 202-94 8- Notice ofAcceptance No.14-0916.11 issued to Kuraray America., Inc. for their 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 "Seatn- Glakst (Clear and White) Interlarer'. expiring on 07/04/18. 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94. 9. Notice ofAcceptance No.16-1117.01 issued to Kuraray A eska, Inc- for their 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 -Tresifolt- Ultraclear•. Clear and Color PVB InterlayerC. expiring on 07108119. along with marked -tip drawings and installation diagram of -vinyl sliding glass door, prepared 5) Cyclic Word Pressure Loadingper FBC, TAS 203-94 by Fenestration Testing Lab, Inc., Test Report No- FTL 8547, dated I' V4115, signed and r) Forced Entry Test. per FBC, TAS 202-94 F. STATE-MENTS sealed by Idalmis Ortega, P. E. (rest report revised on 02,115116) along withmarked-up drawings and installation diagram of vinyl sliding glass door, prepared 1. Statement letter of conformance w ith FB C-5 6 E dition (2014) and FBC-60Editi,on 4. Test report can 1) Air -Infiltration Test. per FBC, TAS 202-94 by Fenestration Testing Lab, inc- Test Report No_ FTL 6337 (samples A-1 thru A-5), dated (2017)t, issued by manufacturer, dated 0&114:17, signed & sealed by Lynn Miller, P.E- 1) Uniform Static Air Pressure Test, per FBC, TAS 202 94 11,06,130, signed and sealed by Jorge A. Canso, P. E- (Submited under N-0 4 '16.11- 2. Statement letter ofno financial interest, dated W1 &117- issued by manufacturer, signed 3) Water Resistance Test, per FBC, TAS 20294 0107. 09) & sealed by Lynn Millet. P.E.. 4) Large fissile ImW Test perFBC, TAS 201-94 3. Letter of lab compliance, part of the above test reports. 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C. CALCULATIONS 4. RER Test Proposal No.17-0387, dated 05,05117, signed by Ishaq Chanda, F.E. 6) Forced Entry Test, per FBC, TAS 202-94 1 _ Anchor verification calculations and structural analysis, complynig with FBC-2014, along with marked up drawrnngs and installation diagram ofvmyt sliding glass door, prepared prepared by PGT- dated i2-09115and lot revised on 02r15116, soured and sealed by G. OTHER by Fenestration Testing Lab_ Inc., Test Report No. FIL &548, dated 11104115, signed and M AmhoayL. Miller, P.E. (Srebutirled emote A`�U.4 3'� 0.15 I210. #1,>. 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, fortheir Series sealed by Idalmis Ortega, P. E_ (Test report revised an O1 t04,1b and 02t iIJIb"). 2. Glazing complies with ASTIvIE-1300-09_ "557012770" Vinyl Sliding Glass Door (Reinforced) - L.M.L', expiring on. 04114121.. tt f ' .k ldmq L Clamor, P.F, Isi,aq L Chands,. P.E. Lubaq L Ciaada Pam. Product C'oatrol t it Supervisor Product Control Unit Supervisor Product Control'nit Supervisar NOA No. 21-0265.83 NOA No. 21-8205.03 NOA No. 21-0109.03 Expiration Date: ?lprd l4, 2826 Expiration Date- April 14, 2026 Expiration Date: Apr l 14, 2026 Approval Data: Iixreh 25,.8.1 Approval Data: itarch 25, 2021 Approva 1 Date: 3iarci 25, 2021 E-1 E-2 E-3 CGI Windows and Doors, Inc. A+OTItCT OF ACCEPTANCE: ES-iDENCE SUBMITTED E. MATERIAL, CERTIFICATIONS (continue) 5. Qtuanex Part Sawn Staacer Standard complying with ASTM C518 Thermal Conductivity 0-891 BTU -in/ lrr-#1--'F, ASTM F 1249 WVTR Pass. ASTM D3985 Oxygen -Pass AS71M E 2190 I.G- Durability No Fog Pass. (Subutirted undeFr pr^1ous AWA A" tr. I M409! 05) 6. Qvanex Part Duraxe complying with ASTM C518 Thermal Conductivity 2-22 BTU -ire{ br_ W-°F. ASTM F 1249 WVTR-Pass. ASTM D 1434 Argon Permeanoe-Pass, ASIM E 2189 I.G- Durability -No Fog, ASTM E 546 D w Point Developurmt 20°F in 48 hrs- (Subm twit mender .NO-4 Xrr 15-04 t0.05), 7- Vision ExUusion& Ltd_ Parts complying with PVC-AAMA 303-13. Voluntary Specification for Rigid Polyviny4 Chloride (PVC) Exterior ProMes for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certifxatwn Program_ (SubmAted under jV0 4 JVo.1 5- 0409 05) 8. Vision. Extrusions. Ltd_ Parts complying with PVC-AANIA 303-13. (Subm fitted under NO-4 A& 15-0469 05) 9- PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd: lEIf-1 by AAMA Fenestration Exterior Profile Certification Program. 10. Notice of Acceptance No_ 18-1217.14 issued to Eiji Fenestration Solution, USA, Inc. for their -Tan 3040 & light shade (non-whke) White Rigid PVC Exterior Extrusions for l't� endows and Doors", expiring on 0? /0 21. 11. Notice of Acceptance No. 1"122.02 issued to Energi Fenestration Sohition, USA. Inc, for their sees "MIkite Rigid PVC Exterior Exirttsious for Windows and Doors", expiring on 02128.123. 12_ Notice of Acceptance No_ 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for their `Bronze & fight shade cap coated '"I&e Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04116,25. F. STATEMENTS 1. Statement letter of conformance to FBC 76 Edition (2020), dated 0+2220. issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest and of independent, issued by manufacturer, dated 04118120, signed and sealed by Anthony Lynn Miller, P.E. 3. Private Labeling Aft document between PGT. dated 03.3CV15 and signed by all involved parties. G. OTHERS I. This NOA revises NOA# 17-0420.06 (PVT w/CGI) and updates to FBC2020 ("16 EditiouX Wiring 04f21,21- 2. RER Test proposals #19-1155 dated 01110I270 approved by Ishaq I_ C'handa_ PE, expiring 04f14CL E -5 I �-t," Z 41 0"k I*aq L Clonda, P.E. Product Control Unit Supervisor 40A No. 21-0205.03 Expiration Date: April 14,2026 :approval Da to. March 2-9, 2021 PGT Industries, Inc. NOTICE OF ACCEPT.-tNCE: EVIDENCE SUBMITTED 3. New Evidence Submitted A. DRAWINGS L Drawing No. AID-5-5 70.0 Rev B, titled Vinyl Sliding Glass Door NOA (LW, sheets l through 21 of 21_ prepared by nlanurfacturer, dated 10105,115 and last revised on 02J0101- signed and sealed by A- Lynn Miller, P.E. Note: This revision consists replacement of same existing installation screw with flat head. B. TESTS 1. None. C, CALCULATIONS 1_ None_ D. QUALITY ASSITR& CE 1. Miami -Dade Department of Regulatory and Economic Resources (RER)- E. ALXTERL-iL CERTIFICATION'S. 1_ Notice: ofAcceptance Na.19-0305.02 issued toKurarat America, Inc. fortheir "TrosifolS, Ultraciear, Clear, and Color PVB Glass Interlayiers-. expiring. on 0TOM-14_ 2. Notice of Acceptance No.17-080&02 issued toKuraray America, Inc. for their "SentrvGlass (Clear and Ul&e) Glass Interlaayeix", expiring an 07104,+23_ 3- Notice ofAcceptance No.18-1106.10 issued to VisionExtrusions Limited for their `TSrown. Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors"- expiring on 09130124. 4_ Notice ofAcceptance No_ 18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors", expiring on 1229/21. F. STATEMENTS 1_ Statement letter of conformance to FBC 7'a Edition (2020), dated OML+21, issued by manufacturer, signed and sealed by Anthony Lynn Miller_ P.E. 2- Private Labeling Aft dated 03.VVI between PGT Industries, Inc. and CGI Windows and Dooms Inc., signed by Dean M. Remark, P.E_, V.P. Engineering, on behalf of both dies. G. OTHERS 1_ lhis NOA revises & renews NOA# 20-04 9.05 (PLA wICGI), expiring 04t14126. 2. The current associated PLA CGI file. #21-0205,01, expiring 04114126. E -6 Ishaq L Chanda, P.E. Product Control Umit Suporrker NOA Pro. 21-0205.03 Expiration Data: April14,2826 Approval Date: lllareh r5, 2021 .,_.. Q) Cn C0 0L a--� U L N Q � O O C .0) CD U -a CDon C) C:) O C 0 � Cn 0 '0 OCU CU LL o > . �JORU. E Cl) Q r to <C �o C-�= C..)N co �a N � 0 N Y ' � d kv � c o d � T k 0 o. " Z W J W CU O i CL CL Q U 0 CL Cv f) CU m Q CL CU w Q Z J Z a J a SHEET NO. PA 1.4 March 6, 2023 N � Cu O U MIAMFRADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION N en ;_ �' Q C O N L Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC N W 2-O CO -p DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 y c C BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE (NOA) www.miamidadesov/econamv 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 � u- n d N (D( V Ca to Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS a fl. O !Z � C O Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of I, ,� 1. Drawing No. FD4612, titled Precast and Prestressed Lintel Details , sheet 1 of „ „ 1. Drawing No. FD4612, titled Precast and Prestressed Lintel Details", sheet 1 o �' w C, t C . LL prepared by Craig Parrino, P.E., dated March 24, 2D03 and Drawing Na 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" 3 3 O O > SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. „ Cast -Crete 4' , 6 & 12 Lintel Safe Load Tables , sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 bothf „ „ LT4612, titled Cast -Crete 4 , 6 & 12' Lintel Safe Load Tables",sheets 1 Lintel Sae Load Tables", sheets 1 throu h 3 o 3 last revision dated 06112114, all g f R „ d 3 c = d , _ -p O O L- .*-. O >` Q The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last signed and sealed b Craig Parrino, P. on 08/19/14. prepared, gn Y S = �, to O Ca �, Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on B. TESTS G .� U) Q () B. TESTS March 22, 2012. 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material I. Calculations for Cast -Crete Lintels, dated 05/29/03, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 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. Z 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, L Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and ]hawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared 3y Craig Parrino, P.E., dated March 24, 2003, last z 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 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 I of 1, A. DRAWINGSSUBMITTED 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 ", " 1. None. B. TESTS County logo. "Cast -Crete 4 6" & 12 Lintel Sae Load Tables'; sheets I through 3 o 3, prepared b -f g f p P y 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no C. CALCULATIONS LU change in the applicable building code negatively affecting ,he performance of this product. B. TESTS 1. None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the P g 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 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. B �ami-Dade County Department of Re Regulatory and Economic Resources RE y ty p � ry (REV. I. None. the expiration date may be displayed in advertising literatwr. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance ice. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and W. E-5 as well as approval document mentioned above. aPp The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. eimy A. Makar, P.E., M S. Pro6ruct Control Section Supervisor elmy A. Makar, P.E., M.S. Product Control Section Supervisor — >11eliny A. Makar, P.E., M.S. Product Control Section Supervisor MMM NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.1E 0.15 No.011/2023 wpAMFo oI Too tlY t�. Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 ExpiratiooDa e: 09/A Approval Date: 0820/2020 e: 0/2020 ApprovalDat 08/2 Approval Date: 08R0R020 Approval Date: 08/20R020 Page 1 E-i E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. L� C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Aegulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS }, 1. None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. _ 8. EVIDENCE SUBMITTED UNDER PR1',VIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- CQ 0 A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of L 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" d 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� revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on V January 22, 2019. =3 B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE ♦"+ 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). U E. MATERIAL CERTIFICATIONS Q 1. None. CL F. OTHER 1. Article of Conversion for a name change. O L' � LYR4� w C*elmy A. Makar, P.E., M.S. Helm A. Makar, P.E., M.S. y M Q Product Control Section Supervisor Product Control Section Supervisor ZJ NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/1112023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 J E,-4 E-5 CL SHEET NO. March 6, 2023 PA 1.5 L EGO PRODUCTEVAA✓UATLON P03+7•NL 20A72R- 2 I1ROD CCEV LUA�ORrN0.2D,0T28_m 3 1 L ECO IINC. INc. TILLIT TESTING 8 ENGINEERING t30MPANY - - 2.2. TES REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 6. MATERIAL CHARACTERISTIC$ AND PECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on TILLfT TESTING 6 ENGINEERING COMPANY -- - _ - - WAT.T'FiR A. T7I.I1'r, 7R., P.E. tit CDm PLPe.° °? NIT 201, 203 as per section 1826 01 the FloridaFldBuilding Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D. , drawingfl.P.rLk-Nosue WALTHRA. TTLLIT, IR, r:E: PRODUCT EVALUATION REPORT 111`6C0(�9 4416' Ft CA L;a W,-mD6719 as per TAS 202 Protocol. Test reports prepared b Hurricane Engineering & P p P Y 9• n9 No•20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of RLCA. LIWWW.OX16719 Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09/18/1996, 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, REPORT NO.: 20-0727.02 P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411811998 and # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITION OF USE: DATE: July 27, 2020 REPORT NO.: 204720.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No, 1, 8 thou 14, indicated PRODUCT CATEGORY: Shutters DATE: July 28, 2020 Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT SUB -CATEGORY: Storm Panels PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tllteco, Inc. and signed and sealed by Waiter A. Tilit, Jr., P.E. PRODUCT SUB -CATEGORY: Storm Panels 2A_$TRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind bad and panel MANUFACTURER: Global Protection Products, LLC MANUFACTURER: Global Prolistill PProducts, length based on rational and comparative analysis, and in accordance with section 161 a of the Florida Building Code. Calculations prepared by Tilteco, Inc., 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structures. 4800 S.W. 51 Street Davis, Florida =I4 4800 S.W. 51 Street dated 11/03/08 and 03112115, signed and sealed by Walter A. TLllit, Jr., P.E. Davis, Florida33314 1• PURPOSE OF EVALUAT ON: 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. TiNlt, Jr., P.E. (Florida License 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. TAllt, Jr., P.E. (System Large missile impact under section 1028 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). This is a Product Evaluation Report Issued by Waiter A. Tlllit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 81 G20-3, Method 1 D of the Florida Department of Business and WAND LOADS_RESISTANCE: �1AWR1,"1111RREN,IW aM"��P A: TJ(��a, 61G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. Professional Regulation.4. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind .:%N ..' ,JEi S -•,� This product is being issued an Evaluation Report as described herein, or d has pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15, 16, 19, 26 26 Product Evaluation ` _ _ g4167 ': = 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 25 and of of Document (P.E-D.), drawing No. r� -- ]J �, ;___ �* . * z been verified for compliance in accordance with the 2020 Seventh Edition of the Florida BuildingCode, and to verify that the fy product is for the purpose IMlsnded 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (RE, D.), f ��t�` 9: STATE O-6�. Florida Building Code, and to verity that the product is for the purpose intended at least equivalent to that required by the Code, at least equivalent to that required by the Code, drawing No. 20.176. _�` 'y,�acF 4ORip •. - �'1',,F This Product Evaluation Report shall be subject to review and revision in case of INSTALLATION: rya sS/ON, L i*1E�' 1A1111N11111111L100 This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its NmNations and conditions S. a Building Coda change that may affect its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED- sheets 3 thru 7,10 thru 20, 23, 24 and 28 of 26, of Product Evaluation Document 0:1 TT`ILTECO ADMON RECORDS I P. E. REPORT.20I GLOBAL PROTECTION PRODUCTS, LLC % GAGE 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVAWATION DpCUyji:Nl (P.E�D.1: T EVA, (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANE'I DRWG 0204T61 REPORT O 2LF MOI Drawing No. titled "2Q GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thou 26 of 26 prepared ATE GA Inc.; signed and sealed M Welter ", indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No, 20-176. 2.1. PRODUCT EVALUATION DOCUMENT (P.E.DJ; Drawing No. 20-173, tilled *24 GAGE GALVANIZED STEEL STORM PANEL", T(Ilit, Jr_, P.E., dated 47/28/2020. This drawing is an integral part � Is 11HNIn,1NR sheets 1 thou 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Wader A. Evaluation Report. a, ,%kO,�TY II#,, y tF y3"'O.�,A A. TJ(4/�,i� Tillit, Jr., P.E dated 07/37/2020. This drawing is an inte�l�Ilp�lf� ijj1�s Evaluation R rt. nnif '�CEN,g '''✓� ,V�� ��6EN,9x .A9 IN !i'` ... -,/ N t.1 �'. P +�`_ ` `- -ti r s � — - '•4_4167 CEN yrP __� �c' No 4 * E �� q 3167 ---Etf^5 • 1')AIOP .,�� STATE OF 1 $�Q' F[ 10'_ OR,.����Ncc 4� , STATE OF i�� 16R1'SP.• \�� ti��SS 1 6355 N,W, 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) $71-1530 - P9z,I Ittl(t> 1 .. r� I.. r y,,,11�NAi ,L(a+>` _. C. 6355 N,W. 36th Street, Suite 305, MintaL Florida 33166 - Phone: (305) 971-1I� (3b�-1531 NTi HNNH 1FN1/nllool NOTES:GENERAL on, pea - an GNI111TER I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT 4P E.D.) HAS BEEN VERIFIED I DR COVPUV NCE N ACCORDANCE WITH THE 2020 (7tN EDITOR) OF THE FtOMDA BUILDING CODE, DESIGN WIND LOWS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED I ODE, FOR A WIND SPEED AS PEWTRFO BY THE AXASOIC710N WHERE THESE SHUTTERS WITI BE INSTALLED AND FOR A DWECTIOMId" FAVOR Kd-0.65. USING ASCE 7-16 AND SNARL NOT EXCEED TIE MWV AM (AS D) OESKaN PRESSURE RATINGS INDICATED ON SHIM 7 THRU 12. 14, 15. 16, 19 • 70. IN ORDER TO VERIFY THE ABOVE CONOTOK ULTIMATE DESIGN WIND LOADS DEIERM&M PER ALE 7-16 SHALL BE FIRST REDUCED TO A.S.O. DESIGN "NO LOADS BY MULTIPLYING THEM BY 0.6 N ORD:.R TO COMPARE THESE W/ MAX (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU IT. 16, 15. 15, 19 a 20 IN ORDER TO VERIFY THAT ANCHORS ON THIS RED AS TESTED WERE NOT OVER STRESSED. a 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS WL USED IN THIM ANALYSIS, FAS DIERS SPACING TO WOOD rIS BEEN DETERMINED N ACCORDANCE With N.D.S 2019, STORM PAIECS ADEOUACI' FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORGNCE WITH SECTION T626 OF THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING a TESTING NC. REPORTS 96- 569. 9-570 • 95-T30 AND FENESTRATION TESTING LAS NC„ REPORTS /2032 At j2124 AS PROTOCOL TAS-201, tA5-. 02 AND 7A5-203. AS WELL AS AYERICAN IEST NAB OF SOUTH FLORIDA REPORT 102,9.01-09, AS PER TAS 201, TAS 207 AND TAS 703 STANDARDS. 2 ALL ALUMINUM EXTRUSIONS '0 BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) SEE SHEET 2 J ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAD. HAVE 3105-H14 ALLOY, AL P L A- CRAOL 50 INN G-GG • ALL 57EEL SHEET ME PANELS SHALL HAVE STRUCTURAL awun STEEL ASTM 853 IMUY• GALVANIZED STEEL DESIGNATION W/i1'- 56 5 Im (PETER ROLLED) 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER VAN 50018 W/ 50 bEN it YIELD STRITIGTH AND 90 UW TENSILE STRENGTH a SHALL COMPLY W/ IORHDA OW1004 CODE ION SECT,A1Y3,3.4 6 BOLTS TO BE ASTM A-307 OALVATKZED STEEL. OR AISI 304 SERIES STAINLESS SIFEL WITH 34I Wi W"Am ,Tt D STRENGIN ANCHORS TO WALL 94ALL BE AS FOLLOWS (A) U) EXISTING pMVBrQ_COIF 1/4'a TAPCON ANCHORS AS MANUFACTURED RY IT W BUILOU. INC. (Mw H'c-3192 PA,) - ,/4. 4 . 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY DEY6YT INC. (MIN. r'c.3000 I.A.I.) - t/4'. , 3/4' SOLO -SR ANCHORS, AS DISTRIBUTED BY ALL POUT SCREW, BOLT A;AlT' SPE 3CO. (M,,. r'C-D00D P.')- j14-To PAMELMATE FEMALE 0 AT PANELMATE PLUS ANCHORS, AS WMJFACTUPED BY ELIO CONSTRUCTION PRODUCTS (AIM. I'c-3350 P.A.T.) - 1/4•0 CF TAP -GRIP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORATION (Pc-36O P-4G.) Al) MINIMUM EMBEDMENT OF TAFCON ANCHORS NO POURED CONCRETE SHALL BE 1 3/4' 26 FOR PATKI.MATE FEMALE D AND PAMEMALTE PLUS AND 1 0/4• FOR CF TAP -GRIP ANCHORS. A2) CA X-N A, SOLID -SET ANCHORS SHOAL BE EYBETX*D 7/8- INTO THE POURED CO"CR:TE NO EMKOMENT INTO STUCCO SHALL K SHOULD PERMITTED. 1/4' a-20 SCREWS USED SHALL BE I 1/2' LONG MA MUM SULD STUCCO Our., NO H' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEWED SCREWS OR ALL �HRLVED SCREWS W/O NERD. BUT WITH RN, NUTS. A 3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOC 3 BOARDS BE FOUND ON THE EXISTING WALL ON FLOOD ANCHORS SHALL K LONG ENOUGH TO REACH THE MAN SP%)CTUK BEHIND SVCH PANELS MK41OR04E SHALL BE AS MENTIONED N A.1) AND IN A.2) (a) lOS;_M1'+""F. .f60LW WALLIL C-99. 1/4' N TAPCQY ANCHORS AS MA%UFACIURED Bl I T W BUILDER. INC 1/4' • , 7/8' CALLA-N ANCHORS. AS MANLWACTUPED B• DCIAALT INC (MIN rti I500 PA.) - 1/4•0 X 3/i $QUOD SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT • SPF-JILIY CO. (AWN N'0.186D PAN.) - 114-10 PANELLArE FEMALE ID AND PANELM ATE PLUS ANCHORS. AS M04WACTUM BY LCO CONSTRUCTION PRODUCTS (LIN r'F-2071 p.G) "IM0 I/4' 4 CF TAP -GRIP ANCHORS. AS MANUFACTURED 8Y rpU-FAST CORPORATION , , B.Ij MNIMW EM6COMEM O iARCON AMCNORs, ELCO PAMEl41l.TE3 AND CF f1p-GRIP IN 2M(R, INTO TINE COr . •• BLOCK UNO STALL BE 1 ,/4-- R ,f N B.2) CALK -IN a SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BL OK UNIT NO DAB�F�,1(1� INTO SIUCYO SHALL BE PERMITTED 1/4- 6-20 SCREWS USED SHALL BE 1 1/2- LC+G MINIMUM SHO� St CO EXIST. AND i. MNWUM FOR WALLS WTN NO STUCCO -Q*. 03) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. SiUC'CO ON WOOD BOARDS 6E FOUND ON THE EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MUM STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN B.I) AND IN B.2). (t) 71i_.UI%[1hQ.Y!DOD 1Aeti-.SEECIFIC .iUl9Y.S -0.55 MM .. - 1/4•a TAPCON ANCHOR•, AS MANUFACTURED BY I.T.W BUI DEK. A4C 0, "TO PANELWTE FEMALE 0 AND PAIELMATE PLUS ANCHORS. AS AANUFACTURED II' ELCO CONSTRUCTION PRODUCTS 1/4'0 LA. SCREWS PER ND.S. - 7/16'0 Y 5/8• WOOD BUSHING, AS DISTRIBUTED BY ALL POW SCREW, BOLT At SPECMUn 00. Cl) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SW41 RE 1 1/2• AND 2- FOR ELCO PANOAVE PWS AD PANELMALE FEMALE 10_ r.2) MINIMUM THREADED PEETRATION Or LAC SCREW. INTO IRE WOOD FRAME MA• SHALL BE 1/2• NO rTHREADED PENETRATION INTO STUCCO SHIM- BE CONSIDERED AS PAR OF THE REQUIRED TINNrAOiD PENETRATOR C31 MINIMUM EDGE DISTANCE OF (AG SCREWS. NTO WOOD SHALL BE AS INDICATED IN THIS DRAMTHC C 4) WHINOM PENETRATION OF WOOD BUSING SHALL BE 5/W 1/4' I-20 SCREWS USED SNAL1 BE I 1/2' LONG MINIMUM SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO C 5) IN CASE TEMI PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR W000 BOARDS BE FOND ON THE EXtSTINO WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BOARD SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN C.I). C.2) a C 4) (0) ANCHORS SHALL BE INSTALLED FO11O1II4 ALL OF THE RECOMYFNDATI(NS AND SPECIFfrATONS OF THE ANCHOR'S MANUFACTURER 6 PANELS MAT ALW BE INSTALLED NORMONRALLY FOLLOWING, INSTALLATION DETAILS SHOWN ON SECTION 3 t"ROLGN 10 (SHEETS 4 WHROICH 6) EXCEPT THAT HEADERS ® A 0 SWALL NOT BE USED 9 IT 94ALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE TIRS SHUTTER SHALL ONI Y BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME BUILDINGS t0. EACH REGULAR STORY PANEL WITH LENGTHS OVER 6-0 THROUGH 12'-4', AS PER SECTIONS 6. 8. 9 A 10 ANC ALTERNATIVES 6W, SW a 1011 ON SHEETS 3. 5 a 12 RESPECTIVELY; SHALL HAVE A LEOeLE AND READILY VISIBLE MARKING INSTRUCTING OMER OR TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DRNAG PERIODS OF HURRICANE WARWRNG II THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER OMLPO¢M EDGES WHICH REMAIN IN CONTINUOUS CVNIACT WRH THE BUILDING TO PREVENT WIND/RAN INTRUSION. 12 STORM PANEL INSTALLATION SFU11, COMPLY WOH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REOOATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 15 APPLIED TO 13 (a) TINS PRODUCT EVALUATION DOCUMENT (P.F D.) PREPARED Sr TINS ENGINEER IS GENERIC AND DOES NOT PROMOE INFORMATION FOR A SITE SPECIFIC PROJECT: - WHERE THE SITE CONDITIONS DEVIATE TRW THE P.E.O TO CONTACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PE.O. PRONGED HE/SHE TOES NOT DEVIATE FROM tHE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSeu OY (0 THUS PRODUCT EVALUATION DOCUMENT All RE CONSIDERED INVALID M MODIFIED Of SIR: SPOCFXC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER 00 ARCHITECT WIVCH WILL BECOME rK ENGINEER OF RECORD (E.D.R.) FOR tHE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E➢. ENGINEEROF RECORD. ACTING AS A OELEGATTED ENONEER TO THE PXD ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC ORAWINCS FOR REVIEW. (A) THIS PED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND 54MTVK OF THE PROFESSIONAL EIGN(ER OF RECORD THAT PREPARED IT 14 SHUTTER MANUFACTURE'S LABEL SHALL BE LOCATED ON A REAOK.T VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 Or FLORIDA BUILDING GODS. ONE LABEL SHALL BE PLACED FOR CYERY OPENING LABELING TO COMPLY 014 SECTOR 17099.2 OF T W FLORIDA BUNLONG CODE THIS DRAWING SHALL ONLY BE USED To IN/11„6r OVFA4 PERMITS IN THE STATE OF FLORIDA IN.Ii ALLATiON DETAILS FOR REGULAR PANELS Cl A JA INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES =.ca 7E RAMM "ArSOIEVAE ON CORCRI ANCIIDRS � SHOTS a rmuw a) colemm INC.VR SHEETS a THROUGH H a) -- LO- CONCHM MOaB /-� (9II ECNNfDME W-' nEE sLINFDIRL ON -1 l 7 flIRiNG POURED „� 91aIS a nMCNN 9) I E%NSTRIG PaLAN:O __t. 1 SWET9 a YMdNOM n� _ tom:/ caNCRE7E R[OUiEO: call. .�!. .• na. w6 H oONCBEFE REaBIE6� VIP �ti% 1(2' 't t• MI"`I \ I,n•I t• W"'' - -r(i,7 h A _E _j� _ .b- ras. Brie :�; a If - �G _ I -. I V H -. _..__. ._.. POIREOFOugp LD. I I I I ; _ 1 .. E0. EO 1 �;___ CONCRM E - . I RCOIWED I g I .� r•N EIOSTaIG PONIED �y I 1 OWE CONCRETE REOVRED, : ! ���•,.1/� Owl 1 I OeL 1 1 I A 11,�` ..tit,.: 1 / A .-� OO r1I WRR NB 1 Z I • '\ C•.'. I a S , ( 1 11M aPImME naW m+9. s1WD. /� x a RED a I U 1/r 0C 1 7 I/r at I I LCL MCKHAA : .F W I D •-IFq IRA >ARL {.� I i y9 I aaT•M (,•'' -TNq IgA. Y I { �:l , I m oAM `r J .. I � % wm a i -l% !� I— ,o A,m 1 { CKW^R.J HPAR ie a"WARVA"'JWS i 1) I XT •Am I 1 I I , N ! -. -- R , �I 1 a am -1 1 I 1 8qI i 1 1 9 I F 1 R � 1 - I ._.T I t rj# I A i 6 1 I I 1 7 1 1 1 I i 1 7 1 a.4 T , '�''-' I ) '\ I ... : MAR• Q .� `+. 1 CON SIR a I __. �' 11 t 1 - 1 12 I/r aC 'r i -. 1 LWAY SAa • e.- cVIFT 91M, • fXISTNJG PpLREC [ b. - 1 Q- ,a ,lr act B I EO .,. EXISTING POURED EHIC-O 1 to I OL • . p n r .I a f I O-" `• [P1 D- 1 r I CONCRETE OR '- 1 _ ... _ _ CONOIH7[E KOCMI --... _ DON STD • .CONCRETE REOU RED I ,2 ,/r OL r 1 _ I CONCRETE BLOOD REQUIREDINLpCN H I 4 } REOURED t/2- ' ,/2• 4 , ... - , , LET \. E:{ '.' R 1 ti C., t , , ._ WTI 039.7 39 ( EXIS7M6 POURED.. N,. ... a .:-t' Yin. _- [f—' ;.- CONCRETE -JS/ - a RNW - _'/'.S'"i.,l°�•ti- , CONCRETE ANCHORS -/! FRC CONCRETE ANCHORS ---E D. kW 111040 cOMMUE7E ,,C,KAS ` .� N(R EE "F,�(,yA•'-' f11 T if a"a • 4' OL COIQTE rNFi.ORs L j STA6QRED W/ sRIO'- CwR.. a 7 ail (WE 9dmLXC ail - (SIDE SORIN" OR - \' f 14. (SEE KHEVAE OW...-.. - a (V 0 SINS warn HEI)Q 10 a-c. p 9em S Powum" 9) SHEETS a THROWN n SHEM a bmu0R S) NTING CEILING All ALTERMITE fifto MOUNTING ,�•,, ,A, ]h- . SHALE 3/11•, SCALE 3/8-,' SCALE 3/9-1" I I E.D. - EDGE DISTANCE 1 p°'�a- � (SEE SCHEDULE ON fi!.AN ° t4Mall, ti!l 5, £E15 B 3 B) I V GLAas I E 1 I I NONE fOR COM9/NTi0/1 L1f-[110115: I aAK I 2 I = ININAN, TOP 11L BOTTOM MOUNTINGS CAN BE it COMBINED ANY WAY To SUIT ANY A. �ED�M 1 , n,1W `�ER P"XAEti�.✓fy /011 ; 1 ?:, S • 9 FLORIDA BUILDING V91oal EXISTING POURED CODE Mt h NMrrleono ZoM -3/4V CGROODE REaARED. I * .- ' 7 rI 11,0001 INC- 20 GAGE GALVANIZED STEEL STORY PANEL [ON 7iE. AIA1MaK # 6s 6," 6 on SCHEDULE * '�°'• s6Taaa7w°Mn� i10* IL ECOrae. GLOBAL PROTECTION PRODUCTS, LLC, a'/SAX CEILING AlGRID 3 • ape• �ii SSIII:`11 Ns/ MALE �o 'lam RK a. a• m a IWNNr=M W M,R Malt: "")Gn-13.W FAX M.)w-m7 20-t76 A ,A-.. paq AHA- ti tIWW NT-14N SCALE 3/e •,- , _ a-OaOA19 - Na. — eKAWIe N,: r L W III A ALA a•. IL Mt COMPONENTS FOR REGULAR dt LIFE SAFETY STORM PANELS (SCALE 1/2-1' 15.196• (TOTAL WIDTH)--- -._ - - - .-. - _. __._ ___ .15.198- (MAL WIDTH).. - .1 I- -- - 12.500' (OFFEC'714 WIDTH) _.. _ _ . _. _- 61/4. _ -__- _--_--.__- __1.150'�. ._-....__. - -_ -. 6250'.._ _.. _-. _..- ' _I3•tlp-.. -,,� 'A300' .1.500- _ 5/pp_ i,T / .W 1'- OV36- YN _, a -Z 1 ] _ ROWED. • - _ L r - 1350'-- . � - _ _ _ _ ypp_- i 9" �• / , ) 0.036' UK THICK GALtRNrZEO S1FEL - ASTM A ms GNOE 60 `•. ,--1.350• -. o % . I G __ HORNED 1. T- / , I =r.m 2.657' C&VANMED STEEL EDGE- / ! I ) 2.657' G-60 GILV. EDGE _ 2,000..21p % , TYP HIFIIYED _ EDGE \` ASIM A-657 GRADE SO YNMM S ` 7' O[TK A_,i A * .'.MOWED �' EocE - . . ` 6R6L `1 'L 1 C-60 MV. , iJ7ErAil ♦ 4Bd L_ L'7A0. A 46.6' _ _ _ _ _ _ _ _ _ _ . _ _ _ _ -_ _ - 1.350' JSoznll LL-I .JSII' _ _ . _ _ ... .. _ . I -_-I 0• - _.___6.250-_- - ___--- (!) STORM PANEL © END STORM PANEL 2187• -- i I 1 W 1-1 RINDS:f L���Z, " - - ( 7 i t0o' E Q I 125• _ .lw. _ i/4Y-20. %:- -20. .125' W/ HEANED fD-, 1 .100' ,.250' %"r. - 1.125• SAW SEWS 3d 9D16 �..750'•- R a I _ _ - SS STUD RREWD s,5. 9n10 41ILp row -/ „-06Wt. t .7D6•-, 1 I 112p iM/!II9 O1 TO tAF� 0. T - - WW. J 20.08' T00 ].J7]' .09' 2000'- T.300' --� .T.SpD' j/ �\y. .OBJ• J Des2.,n•9Ex .9.A• .on, SEE1'-.' ' 2.,25'75; IItt.25�r L.i1S i_ nEIAA t I /I/ t�'E a .373 -1 1. 1125- 1 s3o , I �/ jnu • 36°� ---- -_ - _. 5• MO.. ____ _ ...../.500' - L•-1.300'--� ISOMETRIC VIEW DETAIL A 200G_]r_ 2.000- - ROUNDED CORNER O ENDS OF PANEL'S ENO UP w( HEMMED EDGE. EO "h" HEADER (� "U" READER 4U Lf� © ANGLE WITH STUD @ ANGLE WITH REWRSE STUD (H.t S} I... _ __- I "A oE. I t/14 a 2p. 374' If- _ _ _ a � . _ TYP TOP EDGE DOK 374 068'-.750' .•.. 1 ..- -_. _..I.399' 1 _ O PAIR (,106'< T _I...I 1 .IN ..i.Y10' ,25' ,,.}/ -2a SIT. SEARS 1.407%.063- ._ . 1 375' .. , 063' 1.671' _. .. 270 656' - . 640• 1 5.5. St1ND MEtFD TO .344 1 1 - _ _ A1OlE O 12 T/9' OG M_ _ 1 1 I.3AJ' R062' 1.671' ,, ice. F� 66//HI P IIDL nXR , (1 \( ,093' *A. 1 Of5' 750' 3WUD•LOHOLE AT .95Y- V I (...1.. .1 ) EVERY PANEL OVGWAP N - ART.. D85' 1'�' (- 0 -- i I - -.. I 64 7.000' O KEY HOLE WASHER .625'a 2.000'._._- (TIP.) - - V63 I� "F" TRACK ANGLE © ,jf6" "F" TRACK ® FLAT PLATED a036' (MU,.) _ - .064' *01 WITH STUD GALVANIZED 57TEi I`- - _ E _3.4 • Ve 21�!, I "1 p`S[I I - I sis'. _.-) . 6n'. / 8,I.De3- 3A: ''vC , z No. 44167 I I '� - I I- ---*-�"� ..* * ' FLORIDA BUILDING CODE iII h Volot _ - r nc aF�PAFBL p• TATE 1E 3o' His _7_ .Ie75 '� NUT y0'••. L 20 GAGE GALVANDID STEEL STORY _ .* &01114-i AT PANro - IL E C O rec. GLOBAL PROTECTION PRODUCT, 0 2 X7 Xi t'4W ATERNATNIOY. USE MRO MA wart HM %�LIT TICITHING A, �` - >N t .f a wA W11� M.o F•qK: (96r" 2s46. ". om)m-61 ALUMINUM ANGLE MONOLITHIC WAGNER W/ ADDITIONA i R- RRI actyom6Fli a'w RI _ • 7STER OR MICRO. PLATED s,ER)_ PE SEL/low NE/aAW WM}EII A TUX Ar. PE. ~_ - '_ 1 INSTALLATION DETAILS FOR REGULAR PANELS f t� 11t ((11 END 0-02110 DEIMS FOR INSTALLATION IN PONIED CD ML INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONSM IAOCK OR WOOD CAX-1N OR PAQWTE PiIWE 14 :-> 1/.•.-Fdw.• sA .. VAUD FOR RMU AR. UFE SAE M MO E Z FUND STOR11 PANE SYSTEM LRATE rWs II a UP-ar (� ON : Ito uHi l - SCHED1AF ON SIM a a 9) SHEETS a 410000H 9) , -T-+- i' - I M n. . f V2 was -[--A(* �I T R.� > �EwEr... AEA.. _ ('�'�}�.,Ia�a.102,NLr•=_ ) CO I END. � l- - i ' aN,TGa'CE�. v�WF�II=%.- 1 /• WNW i 3 I:.zR TN•I$I 1 1 Q f � 1 I \ I `�1�URI® I I `to' r- 4,"V.-.. I DWINIV POURED) 1 I 2 il::,'Or- " ' rI� «4-- :r I 1 CONCRETE OR 1 1 OOii l I ,IF �.\1 �/ S W iII CASE A [PLAN] )°'8 e..-Lw.21 �.�." i ��OY..-1tMI. Ms WW i i ff,ASE a fPLAN] OKIR.,A A a F =___1I i � _2 1/r. SCALE 3/16-1• IAaOMA, d YW ` _ IVRIL r_V_i-1 I I i ",- .v I M. rmw'A a,XeYi ui.P 1 I aWo. tSHO"a'aa I WQO�`b mVA""w_ 0 rig • I ail I1a2 9' a , I 1—'rMI Ir aoNVURA I H.r - ,AR IA,• V�� I' p WAS ' ' � V - -! a a 1 (} 1 ill '0R Tt"9 OLARra'"'a"tW" I \ P ' i I 6 ... IT. mr t Lm"s ,R Mmw , _ 1 1 7+Y/•N6 KUr f i I - - - H•AMiN � i tom' '-� .. 2 ,1 I 3 I �,9AW0 1 � .-II'a1® % , I 'N ( 1 r r: OY - ~...I__/ ,YRARI,.R0 iemmlFW= EXMTW. PCONCRETE,OURED E D. 1 1 �6R,m' 1 NDaA i EXBTNc POURED LD i CAS C ✓`6 T6 'A.j�D (P1aN) ' � I I CONCRETE DR .. _- - - I 6r., r J/Ta.t' 1 1 CONCRETE KOOK �/ .Y- A• S.t _ INI'I� ---% 1 REDUIRED. , 1/2• •__- R1{ W /I rw' K�A/ ARWYRW CALK-N on PAMOJNT[ _ -. I IXNgEE ANCHORS � - -( O , J/4 aaW • !' 04 �� off N AnM'°` t .=.'•q "M FIDAA E O AND ARELMOr ._,• r.A- \ 111I PLUS OR OF TAP-GIMI GStc sacDHAE ant - -': •�• ::� - - - (SC81XAE3 d SHEETS 8 THROUGH 9) >LL� - . , IF 9RF*p a ISK %,�, A SCALE 3/e.1' SGLE 3/6-,• ._fir �� m .6'.. aI / I_ `-rA \_i -- (OC[ OF DOSTAG W NEW I' WIDE . VARIES . 1/6' ED. a EDGE DISTANCE �ryy _. R'"II•. O0d`KA"w-oe lanJN DPENNOM THICK RUM. TUBE OR I' . - (SEE SCHEDULE ON V -0 i CASE F (PLAN] -._.005 SWOOD TUCCO/ ►T WDDO PLATE SPACER .� SHEETS a 81 9) sULF 3/,N1' • HEW I' WIDE , VARES , 1/8• '/ I AUAI. TUBE OR 1' VARIES I BONE FOR COMBRAM N OF SECTIDNS: I P T WOOD PL41E SPACER I TOP 6, BOTTOM MOUNTINGS CAN BE 0 7(� BEHIND TRACK CONCRETE ArK2IOR5 ` I COMBINED IN ANY WAY TO SUIT ANY CASE E LPL/W) ,U .. ` -r (SEE SCHMU OH .j I AA �. INSTALUTION. SG4E 3/,6•I' t---+-t 9kLTs 6 THROUGH 6)) rlt 1 1 Z`� ..:..., (/l �memm AOeIW —._.....- �CONG�RET EDP D '•: ,'� , „6 ,0 ��'•: Er ✓ FLORIDA BUILDING CODE h Y9be "M cam paM. AN lel®rR[ , 3/ — A KOOK � *EOUWIED190. l THAN PwLo u7¢a INC 20 GAGE GALVANr2E0 SIM STOW PANEL xl SECTION X-X i * * � - - l p,/i6 SCALE 3/e. t $ ROB-- .- � PROTECTION PRODUCTS. U.C. DETAIL FOR SPACERS REQUIRED AT TOP OR ;I*. * IL ECOErEc• 0° Nam S.W.. SteEET BOTTOM TRACKS ADJACENT TO STUCCO/WODD BANDS 3'A.FS�: RIOt_1i� &7 I�:R-- ,.r,"'�.H A. THact66AIww-i r�I�,W)"", 20- PRODUCT EVALL.AnON RR'PAAT NO, !R_ n7 2 2 2.2 TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-M standard as per section 1609.1.2 of the Florida Building Code. Uniform static toads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by Amedcan Testing Lob of South Florida, Report # 0814.01-01 dated 03111/02 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 Largoespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loading s per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-1% defied November 23, 2010, signed and sealed by JuNo E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2000, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metailurgical Report No. 10KMA318, dated December 1, 2010 signed and sealed by Jerry Jaciofeno, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS On 24 Gage Galvanized Steal Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteoo, Inc., dated 1211 B/10 and 08/27/13 (for this revision), signed arid sealed by Wader A THIN, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum pane! length shall be as indicated toted on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Sigel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. ht A, 1. gAA, I'.,Ur * •71r= �� �j', -STATE OF IZIF /OVAL 11ND11111wif, psw 1 2W 1.♦ : AKt '.. V 4, I_'Zr I 5. INSTALLATION: installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20 -17 . S Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, f 8 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. $A.MATERIALCHARACTERISTICS 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. 20.173, Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175_ 7TOT, 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tflteco. Inc_ and signed and sealed by Wader A. TIN, Jr., P.E. 7.2. Product shall not 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. THIN, Jr., P.E. (Florida License No. 44167), President of T)Neoo. Inc. (Florida CA-o006719). 01111111111,14110 CP g4CENst/r�� c� r� 7 = 2 *- ` 1 * : 15. wane D!I TiLTECO ADMON RECORDS I P. E. REPORT.20 U GLWAL P41614 O&VANMEDSTEELSTORMPMELkDRWCl20.175i REPORr1F2"0 .%, �NPS, 1/4, 2/4. 3/4, 4/4. 5/5, 7/5. 1W/10, 2W/10, 3W/10. 4W/10, 6/5 5W/10, SW/II k 7W/11 JrMAX___ __ ANCHORS: FOR CONCRETE SEE sa+Eo11LE oil SHEETS 8 A 9-._,..... _---„_3' MAx -I* MN FOR WOOD SEE SECTIONS ON SHEETS TO • 11 I. MM,- O V'O ®'t'S --1-?_T`_T__T__T-,---I.----_. 1_.T-_-i __T_T---,__T_-1__1_-_i__T_ r-_T __.'__-. -.. 1.___. _-1 D.M.. 2 3 4+ rI- 1! ,� I I ( 1 ! EO I I L_ 1_ I- -- _ '� L ._ 1 _1_.__l _1_I _T --1 { ) -T T i1� '_i T i:r r T T- i I1 1 I - iI ft 111�i! _ I _ __ T ; i t r_ �l-_I .1 . I 9� I i i- I- I i ---' i i _? I I i I; I BDiTED PANEls W/ i/4a-2o.1 I iUNBOLi W PANELS (SEE SECTIONS AS I I ! { S.s. M.S. BOLT W/ 7/6' . 3/32- r ! APPLICABLE) W NGNU15 . EA DNEw,P j i ! I (� SECTIONS AS APPLCABLF) r I d i I 1. I j f i 1 D.M.,®.®.04.+Q -4-Ll•- - - I I-l. + I ;a - i I � I - r � 1/4, 2/4, 3/4. 4/4, 5/5. 7/5, - 3' VA - 1W/10, 2W/10, 3W/10, 4W/10, 6/S NAW SW/,0, GW/11 k 7W/11 _._ _ - _..-__._. ANCHORS. FOR GONCRELE SEE SCHEDULE ON SHEETS 6 ATS_. ,- FOR WoOO SEE SECTIONS oN sHErls 10 a 11 _ .___ 1. Ile I MAX. GAP KPOPIKIAM 11*12'V6 96, 267- (NFL O+v6A• .1 VMOE VAUXT) N.TS. . No144167 #: j>t INSTALLATION DETAILS FOR REGULAR PANELSQ) d: dA INPpTUpOEp EXISTING POURED CONppCUR�ETE OR CONCRETE BLOC( STRUCTURES -- OR C6FSRE:E 6lOC1I I --6TL NNCRITE BLOCxoft CONCRETE BLOCK REQUIRED CONCRETE ANCHORS REQUIRED �NqflE REOURED _._ C�s� wF ON 1 S Ida 'SCHEDULE �TN SHM 9) 9 M 9) .� :: . _ ._. __ - IE.D.I ED , I- RRMMVOR ! 1 �,XAwI �:III i 1Z I - amourrna 10 I-Orim"'tWfaAa i o I- noW aA. r .:Mr. , I 9A'INA" .0 P¢�i ( � I i 1 4_. 1 j� _ J i u aDLa W/ � ss. eels Tr/ �y � � ! sa aalc W/ , 17/9'P , ]/]r , ..--. _ a 17/•Y"R. . 3/Sr L _... _...- G •i 17/9Y F i/]S' -. !a~ a FIICI - - 1 P, l •MOLT" i - L 76WT ITBO� • FJCN I .. - -..1 I • f R I III��` I i ' A �{ i I, I a I I I I �i_. pokfWp ! rmag_I� i ants � 0�. wa_i 0F01' ' 502 (m2, MAN OF %, 4 -^ .. - MAX . . _lV f > . VAX C.. '/•YIN, A I / L LO 1 •III /r .C.T ! , I I,,.. ' , Mn. 1. ANCHORS SIA000" .W4 (SEE SCHEDULE, ON SHEET 9) _. 49DR BLOCK SCALE 3/8-1 11 I 1.' TJ4'0-2D.3/4' S.S. BOLT Al 7/9%3/32- WINO NUT e 12 1/r OC. CONCRERE ANCHORS I (fia SCHEDULE ON SHEET 9) _ _POURED CCK V OR RFDU,M9 wax DIRECT AND JKALL MOUNTING IISINNT SCALE 3/ewi- UDTF fOR COMBINATION OF CF(TIMS; E.D. � EDGE dSTANCE (SEE SCHEDULE ON TOP do BDTT0I MOUNTINGS CAN OF SHEET 9) C.1.. IN ANY WAY To SUIT ANY NSTALLATIDN. "am TIUVM W. 20 CAGE GALVAHM STEEL STORM PANEL fP, of AT, tl7/'y O GLOBAL PROTECTION PRODUCTS, U.C. °"" 1. E� C r6Ec. 4em U, b, f11QW PMVNF: (Fa)WE�7saR. rmAr14(964) -M7 pq 20-176 I., i Xr ,I�OMX XNM I4N-Io N.,001/OI-Intl OIIIRW4 M: .wr Aa. - nt IM Tw I ] Q EE L�OI••000a11,a..,J, ANCHORS FOR CONCRETE SEE SCHEDULE ON 94M 9 FOR WOOD SEE SECTIONS ON SHEET 12 rJ 3- Y9.. 2.67' 3• Mo.' `1•. YIN,. WHpF WLLET1 N,� ' NGH. - - O.M.O.Q6M_1 IL 1 ,- 1-- -T - ; N ..I . . . -1 11 - - 'I 1' 1 - , , I 1 I I 1 I I SOX a .L. MAX 57 I 7/r46an 1 WMR TIN W EW rt I I 1 .IsA1 1 .6 Dow , e i 3. F e - I a H I I tT,.' 1 ,I ' I A 507G 1 N 1 .I J' I -I. I I I M. -W Di I I I I 1 1 1 r M­- 48, 149YR" D.Y..®a® JY1164@ 3• YAA.- 1' YIN,. I' kw - ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEET 9 T FOR WOOD SEE SECTIONS ON SHEET 12 - - _. - REGULAR STORY PANELS -Ct:Ar Q ELEYATION SCALE 3/32-,, v ,--E-: I 267 - / - 1 I (MN O,Eit1P -1 Yaldf A4KLEI) 1/ AIAA rRw . � _._._. -_.. '. _ �_____ -._.-.-T. CONCRETE ANCHORS - (amSRW SISCHEDULE 04 I/4' MAX. Q7 kir am SECTION A -A (1yp.) srxE 3/32--1- G 0 -o G) 'o :W LAJ O a" L- EO m . % c u•• a• N_ 40 G E-• (n O N � -KX°..' �19 3 o C3 C t= G eo 3;V ' ✓ 7 G I 6i EO 7 c:,-- Q. c E CO CD o v -6 -F N U -,C U a) CD_O Q -0 O C .7 Cd U -0 a- C a) -0 (O 0 CQ -0 -= _0 C C a) C 0 _ LL- _ O .cn -0 E 0U Q � -0 CCU ._ U) t- Q 0! Q Z Z W J CIO ' 4^W,.' L.CD (3) (1) W W+--j +-a =:3 ICU U) 0_ CL (1) C: =3 -0 CIO {L 0 )� ■ RRRaI� �/ v / ICU LLJ M Z Z Z Q _1 M SHEET NO. SH 1',O �rt,1.4 LONOtt[ A1OOal 1 iiNit`H4 --� •rot I 1 1 I 1 M•OR•F,M 560..1 1 1 1 1 I I 1 i m WALL AND FLOOR MOUNTING INSTALLATION FOR SIT PANELS -- - . . wAOEW w 1A p1e1t/•5•'-4' 17, �pws-sMILK. `�--8 ® PrtoP 6Fo ,aq a-I•A eonom)1AALBN YuuaN �al,/•1 P,Y eN,x1• a "A AMA. oo wwi• l6 x) e/,•s nPLaK aC --4_a•"1aRa nwm r. OaaiDi e/ED.-3 IUND a6aOWCF [IGOAR� 1 G _ � `SS `� ♦Y 1 SCALE: 1 ♦ r 1' ayE,X�X, _ t AZAIL 1 ) It•y' a< 46aD NL. _pySB,,V Mlw � ax , �`�--� Tura • ar a•IGI/r a MINK Una ~~ _�A. ,' (GAL a t 1 1 1 �I, 1/4. MILK l a/t h tAPCON Y, 1 /-Llxt�� I w/ at4a/•. \I Arm Neo '• ' -r 'm,'" i 1 I I 1 6s Sri • r eE Y , t MAL,ED NAM a (]] A s • I - - -1 _ -' 1 1 1 Pwln -r Nr PMQ Y/',"416 . N�1S _. o .seo P,L" eo11P:1 AGe• + ' / _ I.uNeA ' _.. T T 1 2 Ali.'./•,I�ax� --� eQ awA x A N Y� 2 (Nw mr • eol,ul8 '�� _-t) i 4rL Y.Il1,0M Y1YL • aQ 111e110N Sa01 � SECTXNN Y-Y SPLIT STORM PANEL B"ATKNN 11 SE7LE 1/{'.,,/• , DETAIL � SCALE T/••-t• 'II Nw �G SrA1E t/6".t' n„K " MULLION SCHEDULE M•K. YULLON R WAG, MA,. SPAN (R.) • TUGE L ULLGN - • • a 1 '4' WQ6 e•f) :'aa• m s,en 4 • w 70 SSAARE RATING +76.opa ±;S-z9 P...r PIP aocx,m SECTION 1 - a �ssral°sM Pi°AN LsLwDi. SCREE 3/d-1- NOTE: MULLGN lyw ALSO eE IN6TALLID w/0 Sim PANELS ON TOP ,M BOt10Y SO T1Mi R 0 LOCATED Al TOP OR BORON OF OPFNANG. toNE PANEL OPOAG w/ 1178E TOP a BOTTOM) iuLD IBLSTALLATION - ALTERNATIVE t W SCALE: 1/4' - 1• MSTLLLATEVE 2MI SCALE: 1/4- . 1• • 1 • A L \ - L • . .6•e ..T+l IS 1. INSTALLATIONS ARE ONLY YAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS x6P/... UP TO +55.5, -72.0 p.e.f. AND PANEL'S LENGTH UP TO B'-B'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOL7rHERN , PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL No. 4167 =TIT; NOTE FOR C.OMRB4ATI0N aF SECTIONS: =-q'; ST OF� TOP & 9DTT0M MOUNTINGS CAN BE =y 0A'•., FL RIOT': COMBINED IN ANY WAY TO SUIT ANY Flp '• 10 INSTALLAT*N. AhSNNN ANNNxNY CONCIIEn ANCHORS COMPETE AMCHM (SEE SHEET 14) (SEE SAW IHOXU �� : .3m POYaD CONCRETE IE9,NIEP LJ � I COG,. CbM. I IpETW14 rSRP , cy- TO t it li°I D WES6fPMm°" wIM' i SIMMTIp' F ICI )/e / AG•�NIF i AA MH (Yq� SILO • 12 ,/2' °.G. �1N)1Y SIW • 12 1/2' OG 1 (_ >%14)l 1sJ�4 1MCIEi ;x , y/6' IRn. (CAS[ I) - r Mn tCtlE P))t 14'h IM "A"WWAMS f2 i OIL I "W o.t, TO �i (SEE CET. 2/,4) I NRi In' °6. lL� POLE M WIINE�ETEJ CA iE Sim AOYL RFDUMED • � I cNA ) Cwnm AMC,GRi,,.-f L�Dt�L�� M SLN (SEE SIM +) POWHD DaLIIs1ER �.. V•. CONGnaNq atoto" SHEET tA) WALL MOUNTING INSTAWMTION WALL AlD FLOOR MOUNTING INSTAL L iTION -ACTION t SCALE; s/e' - I -SECTION 2 SCALE! 3/8" - t NO7E5 ON LET SAFF,r SUM PAMEi s.SMM LMSrAU&ION : I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRS? OR UST F WEL) OR AS AN INTERIOR PANEL (ANY PANEL LDCATON IN BETWEEN END PANELS). LIFE SAFETY PANELS ANY OR WY NOT BE INSTALLED ADAACENT TO REGULAR PATES (W/ OR W/o REOLAAP TRACKS.) 7. LIFE EaPANEL PANEL CONSISTS OF 0.039• GALVANIZED STEEL STORM PAEL IS PER COAIPONEM . SHEET 2 a ORAWRNC. THIS PAlEL ALLOe/5 ITSELF TO BE REMOVED OR INSTALLED FROM THE ±INSIDE OF STRUCTURE. 'Mtt111NNN 3. UFE SAFETY P JAEOURES 70P TRACK TO BE COMPONENT Q) Al BOTTOM TRACK TO p, TILL C AS PER sH[ET 2 OF YNRS DICK 4G. ., iaaMPO+ rEAnsErYAswEii Lis °DEN ns oRAF12aoR A D FDLLDWINc SECTIONS t a 4�. `'SENSE z3r J 4. " LENGTH FOR COYPONEw4Dr W. ? : MILK. ANCHOR SPACING FOR COMPONEM ANCHORAGE AT BOTTOM 1S GwN ON SCHEDULES t a 2. SHEET 14, a # .: COMPONENT ® MAY BE PERMANENT OR IEMOVARE. Alf O 5. SEE DEALS MR INSTALLATION INTO 1/000 FRAME BURDI GS ON SHEET 15. -iA'Q '• ORS 6 SEE SHEET 4 FOR PETAL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION CA �''N.,,FSS DNA1 SPACERS AT TRACKS INSTALLED ADAACENT AND BEYOND TO S7UCCO/WOOD BANGS. ANFI NNINA Mar •iM/sPetATME/6aE FLORlD,A BUILDING CODE h Yeloct NurAcane Zone) wm6 n1TD6. +te 20 GAGE GALVANIZED STEEL STORY PANEL DLS.F•. er pJ'�f0 L E AL PROTECTION PRODUCTS, LLC. am 4a00 is H SIpT "We A, NN oN OMIC R. m,. 20-176 i•. a s rKN.• 4riM,L R am m m-,m w art m-I- CA_GAMAC I PHOE (vsaaeP-,e4e. rr1 (M:t)ersr» (PIYMNG NA.. Yw�A,T-W4r.M.':aiF n-,• - HER) ) aD � Y' OG BIIO••� COUNG t FLOW MOUNTING wALL !FLOOR INouNTINe nNsreEIaTLON - ALTERNATVE AW BNSTALLATWALL. - LLtQNATTVF (SECTION AT TOP IS UNITED TO +05.6-87.0 MAX. COME: t/4' . 1• sW LSD. DESIGN PRESSURE RATING) mom -7- 6 ii rr Mae m. w Warm M ,rN r,NNM 1.;uaM�.r.k _Nm w0i•tN m INSTALLATION - SECTION NIAW BGALE: 1/4^ = r FLORIDA BUILDING CODE (High Y•IocN Nu cane Zon °'0'0 °1EO0 •` 20 CAii GALVANIZED STEEL STORK PANEL yWAIN iP W. IL ECONra. GLOBAL PROTECTION PRODUCTSI L! C. °"r/'010 °� TEB@G A mINIm1ING -.- • >M L r ]r r,P11. •tI,M4 AM 4em ie. n eIIEET OAYL H ant. HIONE: (p{XMI-)6d. FNC oWww "7 20-176 m-IN, w. r MsrA ,M a r rrrr Ar DMMa4 Nr FOIL CONCRETE ANICIIPR: SEE SDEMM ON SHEET 14: ^Y- roR wood tcr[r 11E SECTOR ON MEET IsiW TS _ >. ,. AL YI- rruwuwu•wruruwawuru� a•NB■ uwlrNUlllra•6B'IwruruNr � BB�BBi(NlIBN�B�W�BI�N�BhI•BII'� ALTERNATE LOCATION -J ON LIFE SAFETY PANEL L. AREA w o LIFE SAM PANELS 'LOCATION NOTE 1RLOYD w t... FAX"AP PAN W/ OR _--.. W/O REG" TRACKS - SAFE paMEILPE (SEE NOTE 1 eELDw7 • LAST PANEL (1) TO BE INSTALLED AS LIFE EALTY 97000 PAWL NP UMC SMALL ALWAYS0BE PN,DVroEO w/ RFIR IANARE LO FACLfrAir 1NSFAUXN a WtENDEO NSASTRUCTURE OR REMOVED FROM INSIDE KINSTALLED ELEVATION OF SCALE 3/32'=t' 7: ' ( 6 IEi woI R110i1) •"ALMS. B MLTLNLIR L60.ION SEX A M IIII) SECTION 8-0 SCALE 3/32--t• PE SW,/$pNtIAE/MlE FLORIDA BUILDING CODE (NI VeloeiN Nurrtcene ton, •0 RICO' AIM 20 GAGE GALVANIZED STEEL STORY PANEL iA. YSMI F GLOBAL PROTECTION PRODUCTS, I.I.C. °""'°°° L E C O Nrc. ,IG, S•L 51 sww NLaNE: fmA)eIN--TaMAL y FALL fM)IM-ax, R i 1M ,e•Pr NwIOA n mr 20-176 9 m,ws..._.n:. peg Lm-,at M. • 0r r ar w ,M OMaNLG Nee MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE I_n N role ,woomna 7L A!] ,unAlAnnMR N eFW 4wlrmre , nu 4OurY¢ A R, 11APMiII AS.R DO PA� IN1N0 v...r. MOP LEt101H� L n. ($i ) Mr•-.,,.P, W PNIel n 1 ,1e AN ' a nol +SSA -724 V-S' OR Liss 2 1/4' UIWLM I twu 5 t 7 INss.i -72-0 >Y-S• ro r-r Mr. 2 3/•• LAe10Lim I TMU 5 A 7 .16D. -7L0 ,••-r ro t1'-2' Yoe I Try' • tea. 1�•`a 6 •4]S. -4t0 or, DR LESS 3 try• • Al OLt1I/Paem 6, • • 10 • 60.im e/ t/sY-2yl' BE wi t 66BNYi AT PUN t WADO l OF PANEL MAXIMA A.S.D. DESIGN PRESSURE RATING (R.s•f.) AND CORRESPONDING MAXIMUM ,ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANELS � A 1 INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES fSMLD ONLY FOR PANELS C1)A Na INSTALLATIONS As PER Imcnow I Tim 7. ON SHEETS 4 a e) WAMJY ASa. GEsw M /.) Y•aKA mcmams 7PAb+f IN Ea - 3 t/r - APP1IDIiE ro xrETtoNs / t INNTM NN aWTHEM INuttr PAIQ LF7M/IN L' (R) I TAPCOMI a i1IP-,2LP WUL-N pleduAaE nows O PNpeYTE -LLE 0PINESSLAME TO CONCRETE C BLOCKI 10 fANGCi[ apeltxtlE 70 °axCAER To WI�I wn,[ W COMG%,E 0a7NIlE W CObiflF To CONCRETE 6• N/A N/A NJA 6• MIA t' N/A a• N/A 1 )TOP) e' s' MIA WA .• r 1• r r a' , (10"am) e' N/A N/A WA s• WA 6• N/A r N/A 2 (WP) I r WA N/A WA e' M/A 1• N/A r N/A 2 (gyp) i .55A -72.0 r WA WA N/A a' W A r N/A r I1/A 3 t . LION) r-r DR LFS4 a Lisa r a' N/A N/A a• s r r r a' 3 tow"aY) r M/A M/A NIA 6• N/A t' WA 6 N/A )) r S• NJA N/A a' e• r a' r a' A a 7 (Bono) 1 WA N/A 12 1/2• a 1/-- 12 1/2• a 1/4' s 1/4• • 1/4• 6 11W a 1/4' s (TDP/BOnoN) ) WE SHEETS 10 t 11 FOR ANOMrK TYPE A SPACING FOR MIALLAOO S INTO WW FRME t1e0eIB WWA ANCHOR SFVOM AM OMM CODE D•IAMM AIE *MOW ON THAT lot01RE FA ED LESS TWA PGCAIm ON Imm" F40ta AHOet SPACING BY MULTIPLYING, SPACING Sam ON SCe01AE aY M FOA MIO FACTOO, FOR THIS 6POVOW W R POW&L IMDYCED SMPHO ONW40 LOKI FACTOR SMALL NO r LOIS THAN Ya,•L,IN aFYOG e1pGTE➢ one EACH ANCHOR TYPE AT AIMCADlS IESda, Alm Tot .._ 1/1 P 11•C011 -__ Im. O1)IP� I/r. _. - I/41. -.. 1/4% aNNhN 1/4•. -wG YR .0m ,PY7Ne (N) 3 l a a / ,ry 3 ••a„t,g,INW ;o•wll pA) a l 3 A 1 1 ,/2 "-I ,y yN a - a a,/T a,/S A,jt n016a m ow mom Rlplrt 5• ,M ,M - !tAn M - V4.10.. Si LOW WAS$ ILOKM w/ INSTALLATION DETAILS FOR REGULAR PANELS Cj A (1� "'•' f SS M'"' 6 "` °`' $00 VIU IN L UtIUTN• w ro -W A o. a ,N• 0 III W r-r Mn. 6R 9 0 ,W IAMME INTO EXISTING WOOD STRUCTURES F PUG PANF1LAaE rEY•A ro 1 * W. "O PTAA • VAN 1 1/2• W. TI mm PYAKYRATGN ro ,EAGER /oR ALL LlIWTM W I r-r C r I, 1 i ,7 e• GIBIBIBIBE Ell ED ED - I 1 aM I EOf DI - I I ; _ e6aa NQ°a amMm lam "MmDt 1 1 AOL= jr^ i T 1 1 AL TERHAT1VE f W ALTERNATNE i WALE SCALE 3/8-1- i ds � m "ail e 1 ONSAW All, SON -- FOR to CLAM i101N yW R Alm I SONIMInN 1 iillo INf Rr ip f ro OauS } Eal d I 1 ED 1 I + Eat, 1 G, t' I.I. ED ED rol OIL. Eat ) I/2- -i.I50' E0 1 I. 1-- 1/4. I.D. . S/e' Lam Dow I1LC.I•G e/ ,/4'P-imi• s& W. • s I/.• D.0 ALA tip - - FOG, N'"a LIAGna' UP W V-6• AM A � ii� MNe MR r r0.2 • ) 1/A• O.0 FDR LEMGM4 UP W r-r Mr. •NAM �J rM OR FrA-tO PANALMAIE TOME 10 OII qlp I! PAN[LMR PLUS . 12 ./2• 0, C NRM t ,/r�YT 110 fC�f • r ILL M ALTERNATIVE 3W ALTERNATIVE 4W ,ry M nOuuD vENEIMTGM AT AQWAOTH OF EXISTING WGOD HATE FOA - , 'iGaGm „•WaER PRE IA,�ON 2 �4 KITE • 0/ Au3L SCALE 3/a-1' SCALE 3/aw ' AL LOW" LIP W r-r Nr_ .' E DIRECT INSTALLATION BUILD-0 INSTALLATION NOTE SNORTER TRACKS SHUTTER TRACKS N SHOW FOR�� SCALE 3/B-1' SCALE 3/B-T• Mons: IIYHWNNA p: TILE jlj 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS ��QL ?� tvEN$F ''•16, UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-S' `�`r'' FLORIDA BUILDING CODE (Nigh Velocity Nu cons Zone 2. FOR NEW WOOD FRAME CONSTRUCIIDN: WOOD MEMBERS TO BE SOUTHERN ? �0 I11°O "E 20 GAGE GALVANIZED STEEL STORY PANEL PINE N0. 2, w/ SPECIFIC DENSITY OF D.55 OR EQUAL z aAr� e NOTE foR (•L)MLBNPa1DN OF sEtltDNs Zs*' ST fir_ _� -- AI. TL EwgatFl2T GLOBAL PROTECTION PRODUCTS, LLC. �O,�E;. fl IL10 TOP A BC)TTtNA NOUNi1NG5 CAN BE COMBINED IN ANY WAY TO SUIT ANY 4Y fsl 1(. >• R J. 1R YMae 4A,M,A R a1r NAw , pe/ N,-ta• . Ar . Oee PR -tat IMLOtE 146•fer-76-4 FAIL La6NXYIL-6nr 200176 IN$TALL11T10N \ IMMN a YAL/fleNaLIE/pgE a )ty.. f r IrLPY•, � r4ANr. nw OYMG R: Pd. au F- _ _ it I am „ of" END SINS 0 EMERY OVERLAP (12 1/2' D.C.) TO FOLD PANEL 11 (Mrs) 1/4, SEE $FE EVTEANA PANEL END PANEL SCNEDIAE /1 SCNEOUE /l L ® OR 7 •- 3' FOP U. --FOR M•A. r . -' ANCHOR OR DIRECT MOUNT � SPACING DETAIN. 1 : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) sauE: y1s• - r MAXIMUM PRE�U�TING.����DPRE�U��TINGa�i��D CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE ATI)FOR /N���TIONS/�O�QNCR�E��NCR��OCK5�U�RES 55UTIl4IL f 1_�_MW._WAIiM NHL(' TOP A eDTT•Mn JFJ Eo. . 3 1/2• N.TERINTE LOCATION AT END PANEL STUNS a EVERY OLERLN (12 1/2. 0. C.) TO HOLD PMEL d% Mh AM (C� P) 1/4' SEE $E}I 1NTFAION PNEL END PIVIEL UA - 8 Tr -. MR 1 a02 �E 4- 3•. -, MIA ANCHOR Aft. ANCHOR SPACING SPA0W0 t'-J• YM DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) STALE: s/1r . r �I����S.D�SIGN PRESSURE CORRESPONDI�PRE�URE�T/N�.s.f.) AND CORRESPONDII MAXIMUM PANEL LENGTH "0 SCHEDULE ����. mOMiIiSnETYSTOP� SS'i�ILE.SYELLiLS tS LL§/si. MA:DaA AS& Pvgss w NATOW J exaN a TAP . cu-IN MI -M RY,LI w NMiwR PLUS APPUGt6E ro co onNS - ON OF TNDI IE 1 (R W COG, RTE TOCOMICRIM TO CONDESCH CRETE RC TO LSMfME TO ,a BLOCK Lo11CJil IE ta00L I R ■= 1-66. COMGETE BLOCK r N/A N/A N/A e' N/A 6' N/A a• N/A I A 2 (TOP) SS.O. -710 9' T B' 9' 9' 9' 9' 9' 9' 9• 1 (BOTTOM) 5'-0' OR LESS 6' N/A N/A N/A 6. N/A a• N/A a• N/A 1 A 2 (TOP) .55.0 -72.0 9• S' 9• e' 9' 7 1/2' 9' 9• a' 9• 1 (BOTTOM) S'-O' TO 7'-6' +55.0 -72.0 8' N/A N/A N/A 6' N/A 8" WA 6' N/A 1 A 2 (TOP) 7'_6' TO W-el 8' WAN" A.SD. DESCH PRQNAE RAIIG P1. I MM a S/i w now TOP GF MOW a m I wo e r YM MM AP V NE{a �� T� Wrol� Pµ0. LENGTH l' (n.) T - - �NfiATIO EM +48.2 -61.5 3• 3• ♦ 1/2' 4 1/2- 2 (BORON) 7'-6' OR LESS +52.8 -66.0 3' - 3' 4• r 2 (BOTTOM) 1-6. OR LE95 +65.0 -7LO 2 1/2' 2 1/2' 4' 3 t/2' 2 (BOTTOM) 7'-8' OR LESS .55.0 -72.0 2 1/2' 2 1/2' N/A NJA 2 (BORON) T-6' To B•-0' +55.0 -72-0 N/A N/A 3' 3' 2 (BORON) 7'-6' iD 6'-)i' 1•I•AA ASa tlg6w r.. Kral. tDonM F.O �3n (Q • Ew) o,w) LPrNr solNMDu ,o Sax PMNn 11mAw1 •65.0. -7aA r-r x 3/4' ,eeLL1O SEE BEET 16 MR A TYPE a SPACING TOR OWMA 101M INTO HOOD FRAME BIEDMa IIrAA ANCHOR VACNM AND WO" EDGE DEW CE ME OGCARO OR to& S0AOIKK . FOIL ED LESS TWO IGrATED ON SCHMAIE PM= ANCHOR �AnNG 61 Y1LiPWNG SPACING Dn" ON ICHEDIJU 6A 111E rI UMM FACrM. FOR INS OPOM710N W r POSSIBLE, REDUCED SPACING ONE%M LIM FACTOR SMALL NOT BE LESS THAN L,INYN SMOG 6GSATO FOR EACH ANOM TYPE 9 ANCHORS NDUIG. t/Y• iJt t/4S 1H•• 1/4 i 11I[ Intel PiPo>S YPIaA Q IN•••RP m ALLIS aux-N Yr AMaeR WRGNG R'L) 3 x 3 3 x IA 'MMINLLIA] OL) 1 a 7 a 1 B.M� er 9N3 3 a 3 rp 3 ,/1 4 ArINL m 66t BONOt raw t ,ry' art -16 _ _ x ,A• - - - 3t 5• lm ILO m q ;�? � �ceasF ••:� � No. 44167 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.R•f.) AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REGULAR STORM PANELS �QINSTALLATIONS INTO EXISTING CONCRETE A( CONCRETE BLOCK STRUCTURES tIOUID ONLY FOR PANELS 1OA ®INSTAAIAIONS AS PER SWIONS 1 THIN) to ON SIEYTS 4. S A 6) ANCHOR N - N c N 'O d i f� a V 0 0 1A t17 to 0 G G R N cc ✓ N Y 3 c d E ' d S CC io • i 7 V O IMnu"N Z FLORIDA BUILDING CODE M Vol Nu Zone) a * No. 4 t 67 °3°'° " I®"' •R 20 GAGE GALVANIZED STEEL STORY PANEL" one m: * _ f..' '_ * °'JA, i[ =co��mm& PROTECTION PRDDUCiSP u C. •810F4C' IOp l Mao ie. 6t sTRt2r •(regarn+) L -u..1EraN`.w 1r tr Rya.. s �. Rnt (w)e°wi6ie Nnc 20-T 76 AAANN N a �tE oA-aNOa7fIN rAr rrM,. Onl•uCM Y1Nla A Hurt A•„ Pa .r Cam P aF n AMWIGM rAX•NLaH AEaaai 1lRtdq to Lo.. 3 1/2-- A.S.D. DE9fiN1 rlvcEN LY T!�-cAs CALK-61 awElwwlE m�w.E ro PIYSYATE A7,OS 6oug >Ef OEflS 14 i 1 AND li Tall ANOG16 TYPE ! 9YOIC FOR RSTAY.O1DNs ,Mro B000 FRAME BLADIN0. MRRwr ANGtGII SPOCINBS AND IRMLMw EDGE DEIANCE AR! NOICAIED ON 111E SCIEDIAE FOR ED, LESS 71YN PNOIGIED ON SCNERAE PEOLS ANCHOR SPACING BY IAL71PLttFG SPAOelO SHOWN ON SCHEOLNLE BY ,1E FOLLOWING iACWRL PoR 71,IB OP[RAl10N ro BE P069ME. Rm1K[D SPIC6G URAIIED CASING rA:roR 5HW1 PION BE LESS t1YN IIea1RN 9FVICxNO ,IpGRD 1'OR NAG, ANCHOR TYPE AT ANLYGpt LEGEND. �M }I!E 7/41 1rPOW 1/Pe D TAP-M f/4'• ty t 4"• 1p1 ONM-M ROLIO-SET Mn AEHW fPAOIe fiAI ] x ) 3 x tp 7 4•Lp,IgLtLp ,AArNY p,.) 7 3 a a 1 a rp Pa 1PA1N 6„sr sr 6A) 1 a a +R 1 ,/x • a ,n AANL m ®i fa6q) ► A i 10 R x 1/r o.n r Im Im Im y - al I{ /h10 PANEIAMTE PUNS O.C. W/ / 7/6• I: PENETRATION tD F]CR1 N0 wcoD EAOLR ii OUR III li • �y"C • 4 aFx SOEWlE ON 91QT a FOR I/AL ro YAffi. YeA. PANEL LENOTN /AY-x0N1' Si ` (SEE NOTE 1) YS i eGAvr11M6am,r- I II 90R {� OF 'L, . 1 ) a ve Oc SINE BCKDWE CH M,LET 8 no Mh 3F►ARAAIOIH 10 OLAai 7 ` - MO. PANEL LENGTH 1/A•F30A,' Ss (SEE NOTE 1) �• _. --- - - - - - •�itva Aar I SUIT OF V Q) MIA, l_ I. : r 2'K4' Maoo o1AiE ' 2'A4' WOOD -PLATE REOUPED - /tA-tg PMIELNATE R.US REWIRED - i�. -i 6 t/I.7/6' I I li i MED Mo T[1°" • - _ _ t/sV LAC 3gfWb e i, 8' O.C. W/ _-- --- SAID ►/ 1 t/PEP1tTTWION DiEC: - --_ - AT MVWDIH a PLATE SGLF 3/8-i' SCALE 3/M'. BDTES: 1. INSTALLATIONS FOR ALTERNATNES Be. 9W k TOW ONLY VAUD FOR BUIDIRGS WITH AS.D. DESIGN LOADS UP TD +43.8. -46.0 Pa.T. AND PANEL'S LENGTH UP'TO 12•-4' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE W. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. Ran- FOR COMBINATION OF ASCrnNs; TOP @ BOTTOM MOUNTINGS CAN % COMBINED IN ANY WAY TO SUIT ANY MIST)ILLATON. - 7 14-10 PANEUM/E PLUS 6 1/4, O.C. W/ 1 7/0' - I THRF/OEO PEPILTRA71D11 TO EXISTING WOOD HEADER - _ TAF4AY/a' ! � ERR, sm • a'/w of SCE SOEpAE ON S EEI e - id MA. ION TOaAa LASS. ..)•- Has PANEL LENGTH /•Y-xOn seise (SEE NOIE 11 MLR w/ 7/e'Y I Evan' DLaaAP • Of ! MILK � N r Tom ,f_ yz_ ace 1 t OUIWOOD -?HIEI"N$MTM AT jMWWWM OF PLATE DwCT MOUNT INSTALLATION Oka SCALE 3/6-t' CODE INSTALLATION DETAILS FOR OPTION A 1 FOR LIFE SAFETY STORM PANEL SYSTEM T/••P LAD sLxEMa • r ace r/ INTO EXISTING WOOD STRUCTURES 1KCC0 'a PE/E/MTIOM RooD IEADSA __1 .-� - __; 10 I � R000ttF/DEIe RLOIMP[a wi : -�4- e)�Ao Sn°'"' �TERNA�VE I ALTERWTIV�3TERNATIV 2 01E0 tsa•t 10 I OET. t/,4) • ,2 six I mom sEW11oWrIO� p I ! ' EON ED °II EO! � $t I I Eoj }" ( i G - - � I - '• -� ROOD PLEA[ RaaNPED ROOD M 11 REOUeEO ; 8 Csn ALTERNATIVE 3 ALTERNATIVE 4 RIEO MW 7/4'4 Lod KOM • r D.C. W/ 1 try• .j .I'. I•L T.%Lem PDE14%"Ir Low �AMim W/ 1/4.0-m r Ss M.S.a a' OD am ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS v4,N so .NruM1E ,CHINE o o. MFGWTE PWS • 6. O.0 • I Try• ,AH. SCALE, 3/e' - i" It4Em[D PEKTMRON TO a1 "m NAME NOTE SMMLTER TNEIa NOT SHON, NOR CLARITY `"'pNTtLL/ WALL _MOUNTING INSTALLATION ALTERNATIVE t Wr'!q r �• 7 FLORIDA BUILDING CODE MI h YdoeIf Nurrlaom Zone PGma ntcao. Pc. 20 GATE GALVANIZED STEEL STORY PANEL o M go. St '� - I. 06TALLAatlMi ARE ONLY WAG NOR BUILDINGS WITH LSD, a6'6N LADS W +55-% -7A.6 Pr AND PAWLS LOW" w W B'-r. TO -" �'• Ft RLfl `j }yo(y•• AL PROTECTION PRODUCTS, I.I.C. 07JDATE 2 FOR NEW ROOD FLAME COIbiMLT101A earo IOAERS ro BE satRNEAM PINE Al". L W/ SPIOCFC DENSITY OF ass OR EOWL H - C NA ss� • "R`� �, - - IL EC01rB. A Am SW. st sww AMC M_ $n14 NFNI/INof logo 11" Iw•i "AaPaN PMM t6°`)rB"Tw• F'w: (AS4)ts�'») 20-176 PE. SGA/We ontJoe%MW Fh ,o w."IIPRN,. wALiEl1°-ODM P.L w. ItHI O r YR rL wt�r, - aallw•a ,Ax SI•ET Nis " b +r N N cn U Q O N ca .0) U cn (� O O Q O O CD cu O U- i i- `V -0 ._ U) Q W cu O c 0- U c O l� v, cu Lu = Q Z Z Q ,I- j I..L SHEET NO. SH 1.1 3' . - -- - U/17. Asi ANCHORS %� sE s ON vEErs 17' 18' ' �TMWiLIWT +gi�wr/90 - �- M. INSTALLATION DETAILS FOR OPTION &2 FOR LIFE SAFETY STORM PANEL SYSTEM I Mod(� (♦' INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES TJ'l• TAPCON ANCHORS •L4• TAPOON ANCHORS _ 1/4• TAPCON ANCHORS 1,4• TAPOON N4pWR9 • B' O.C. O 9. O.C. - e r O.0 -i 9' cc OR CONCRETE OR WNCWETE OR CONCIE7£ CONCRETE:POURED 'ETE I j O eT.DCK REQUIRED 1 BLOCK REQUIRED 1 ` BLOdt 11EOUIRED 1 BLOCK REQUIRED 't ,. POURED lX1NCRF1E- POURED CONDRLT£ t .'ARE_.-... _. E.D.• EDe roe �I I(_37 _( 1 ON 1 t i lO PITAAA.O PIMy o r In 9MT«' 90rI PKl ; Il4W •L. 91AN TAN " AT , W4a IV 1 e a Iq i Nm to W R tR I/•Tr-2hr Sr. S. Ms A YAK. y(- r.ING Nnnv 2nY` -{- "'�'� ,'- PANEL LE'DULE ( o"A"oeA". WAWA AT f I (SEE SCHEDULE) �t p E] 6'Vly i rKs CLASS EKISDRO�j GlUSS � CLASS 8' '_'-_«____-'__. _.-.. .. ____. ._..._ :.i ._..,i)iIi)r6iH ZIT"_ -� _. __. _.._..-_ ...__ .-..; 6' I .. ►is4'_ __ - r r tsS- rAs.war OWN NUT D Y IISOma • vE sArEw .. lri 1 1 ; 9Tev "- f -. J i D� PAM IN s t- v NWel sOTIOY IXMJIi 3 MAX W». W17. •R/-9LIW..A+ •ec Fur A tsr W AaH PAW, 3V+7. 4B/17, 9/i; 3- MAX,- 1• MN. MW/1L 7Aw/19 t OW/20 EXTERIORBIR/iB, 7Bw/n B ■R/20 I• MIN.. , ,. _ r 6. ANCHORS (SEE SECTIONS ON SHEETS 47, 18. 19 k 20) --_ __. -. - A • >: • ::.r'- <. :} �' -''�� S-V EDe 31 EON CD 'Qj OPTION #2 FOR LIFE SAFETY STORM PANELa ELEVATION II ED' ED SCALE 3/16'-1- I/O Nut. IMP 4_ 1H)TY IPc SALTY �:J°R® -- - - _�4%miso NLrt Wwomm - %1s�wYire NUT wA/s,[R - Be, 01100 _, �Iot WAM+7 TE .._ ��,.:` ; . z -„-i--e�.�---- , /may,, �/, 3 32• - \4 _ _ R 12 1/2' 0L. j aErOND> 11?.1- .�v:. ,._-. -ePnl- T� R ANCHORS 1/1° O.C, i T100011 ANUT NCHORS R6I�D APCON ANGIDIK _ 1 4• T ra__-a sS<_,-.--.-.i ( 4 1!Y O.c ----�4 T/2. D.C. __'.�4 1/2' 0.c. 1 4• TAPCON (SIAOWIEO W/ STM) (STAGGERED W/ STUD) e 4 1/2' O.0 v POURED CONCRETE BLOCK _ POURED BETE BLOCK _ POURED CONCRETE D CONCRETE BLOCK ROn EDUCONCDREfE BLOCK OR COED BLOCK _ CONCRETE BLOCK REQUIRED RIALARED SECTION A -A ING KSTAIIATiON WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTINGLEST LLATKLN SCALE 3/19--1• SECTM 3A SECTKNi v SECTION AIM SECTION 48 MAXIMUM A.S.D. DESIGN PRES�(JRE RATING (p s_t,) AND ��� a i "', O [tEGuutt PANEL O LIFE SAFER' PANEL O REGULAR PANEL • LmE SAFETY PANEL l scJW£ 3f6'-+' sExE 3!B'.,' SCALE 3/8'-+' SCALE 3/8•.t• CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE =t 3''uCEN' SEE e,eET H . „FOR ANCHORS HYPE A MR/10Q T•2 %• • , AAAAM,,,Iu/NN.yN = No. 44167 = sRwlSPACING `9'sms °u mares PD° B°°° r rwRR wrsr Py 1 ' 1 s # * •: * Irrw ANCHOR SPACING& AND te.Nw 3�,��\.��'n• TILT,/� COME '" me ED LISS THA ON TAT •mrMNPo On.r W.,I �) 3 �T`3.` r JGEN, ` •' '•� TLs FLORIDA BUILDING CODE N(h Velocity Nurr FLORIDA BUILDMG CODE NI h Velocity HIM cam Zonw CO E�W = ARE foss INN N THIN ON uNal MAXIMUM A.S.D. Max. PANEL LENGTH e9Gx/ nTeT>o, INe. SCHEDULE Rmuet AND" SAM= IN DESIGN PRESSURE L H. MINIMUM SEPARATION PANEL I s D,e'•.!`[OR101`,. y.'v 20 GAGE GALVANIZED STEEL STOW( PANEL To Mumma SPACPC 9MG" ON SO4OLU AM& Ita on ■Mw0 gum _ : NO• 41 * ,m" wMaL Nc ?a DA(X GALVANIZED STEEL STORY PANEL RATING ( ) TO GLASS CONfMION \ a11w BY 6Y NNE FOILOneNU FACTOg6. FOR iH,B �LE - g _ (p.s.f.) (SEE SECTIONS) mPON&L REDUCED /A9/am am�mom� kow FACTORR wou, NDr 3*: 7L C - - / `y GLOBAL PROTECTION PRODUCTS. LLC. am BE UM TtAN MINIMUM fPACso ININAM - �=0., S p10 I�1wc. PROT�CTsON PRODUCTS.TLC. +55.0, -72.0 B'-B' 2 3/4- UNBOLTED - ' ..NT• �' roe EACH *OCR TME oN TNN SCHMIAE �I,rW.r N.L ,ALMA ,sr9sW n n,r HYAxHL DY.)PY-7$W FAI : (a4)N&4FM] 20-1 76 'liry (c'^ • C a r a>\ rr Aoa n B,r n,RAL: fwl9r-]¢19. rAtl C9&•M9-sib] RNt m-,w ... , PMD en-,Mn AA - H1w M II1NLea N- h..•)S! N A` G. PrN N,-,er 4 r aN) P,-,w ORAL. n 33i,1 BTAL/9ON11R/GTE G-090O,9-••�NN1I G-OODB719 NA�s ra PL WWIEII A TUB N.. Pt Y W_,Y NI NIN4A-� RALjyIM1111E)p,IT[ YMNCR A 11LL17 Jr.. PL Fang,U. fYQI N A 1s .1.7 INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES WOOD HEADERII /IDADEn WOW HIADDI W - - I� - 6F0,4R'C - AEGARN + 4v TAw:aN • r (C. 1 1 4'e IMCOM e r O.C.4--T-4,4111 V/41'P TAPCON a B• O.C. iNREADEO �1/1 1/Y As1N. THREADED ,. -�I/1 t/2' ANT. THREADED _ .. TION At '/DOD �I HEADER -f. 12• . i PEWMI HEADER 1 ION AT WDLD W � I^ .,� 5AD CLASS TOP MID. GLASS -t- PANEL LENGTH I D�iI Wa iO i (SEE NOTE t BE1DN') I! 1' Ms.. PANEL LENGTH (SEE N01E I BELOW) 3.5 M.S. W/ � L ' wNKJ NUT 1 t PENETRATION AT MOOD HEADER Hl'® WOW OUIRiD� _ 1/41 TAPCON a B' O.C. I'm 11IIRADED �STM7ON AT WOOD CENT._.._„„_) ) DSTWC IK YMFV9oI 1' MeN. • t9 t c PANEL LENGTH ON � (SEE Nan 1 BELOW) 1' M",. PANEL LENGTH tSEE NOTE I BELOW) WIND I M (}�� MOWIOn OF MATE' 7. r 1 , 1/4Y-2tT.3�4s.S. Y.S. W/ ",a O NUT WASHER (BEYOND) ED EQ. 1 . - 1/4•h7p3�4.6.5. us. WJ �. I' - CONt ! - 1 -• '71111'e.3/Tt IeNIG NUT L 7/6"... 3/32 *NG NUT ' ]je'A . 3/32' WING WASHER a 12 1/2. O.0 MASHER a 12 1/2' 04. j NUT wamm (BEYOND) _ ( : 1.4. TAPCON e r O.C. 1 4h TAPOD: a B• .C. _ 1/r9 TMCON e r Q.C. :, --(STACOERm M/ STUD)OM 1 1 TION Al IADWbM . -- (4rArJaWm w/ sru0) woPLATE 4 aIwED00 "LA THREADED W// 1/2 MIN. iHEADW Of PLATE _- -- . PCNFTRATION AT "OWOM Pt981R.ATDN AT Yw�I0T1I • OF PLATE _. OF PLATE - 1E PLATE _ _ _ _ .META' WOOD PLATE R[WALL IWOUNTM STA RE6uIE0 "TION WALL ATM ������w s����� ������� XTEpyTEIFE wA SCALE 3/r-I' 0����P�i� a�i-{-OII•J•TO�Y-6.iA+• 0 LWE SArM PANEL Lu SCALE 316•.1' SCALE 3/5--1' SCALE 3/8-•,' P :tEN:, INSTALUNe T10ARE ONLY VALID MR BUILORFes INCH ALSO, DES" LEADS .• J FLORIDA BUILDING COOS W TO .55A -720 PSr AND PAELs UNGTH LIP 10 5'-r. %O�•A4 1 • C, its ww9 KI4a. s+C 20 GALE GALVANIZED2. FOR M E* Now FAME CONI5IWN.icno WOOD Muslim To BE SOUTHERN �.. /-- - PIE NO. 2, W/ SPECIFt DENSITY Or 0.55 OR EQUAL z �•. SS V��iy'�;T= - --� B/ B ! w A GLOBAL PROTECTWI COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG (SCALE 1/2-1' STORM PANELS I5.196• (TOTAL WIDTH) - __ _ _ - - 2250^�j - 12.500• (EFFECTIVE WDTH) .. E -'-- I -- -'1 _.._ --13D0' - 1 --350, i II 2,/57' EDGEE-- 2244' 3.300' S 2,-, 2.000' ,2 l• i GALVANIZED STEEL , 7yp. A9rw A-663 Be r DETAIL �R 1'L 4 2.2N- _HIEMYED GRADE wewMM IOU C 69 QMY Nd NSJ © STORY PANEL I - __,2.470- - O2 REVERSED 'h" TRACK (1) REVERSED "U" TRACK y WNELS DO UP _ 756, 1 / y3y0Ep 125• yr' I2B• 10 ISOMETRIC VIEW DETAIL A 2DDD• $�' 2.LXD' ROUNDED CORNER If ENDS OF PANEL'S 7 END UP W/ HEMMED EDGE. 125^ , .7�' I (N.Ts) + I , l I I '�-2.D00^- J �• (TIP•) -. _ 9' Max. -- -- - Q 'J TRACK ®PANE{iEB © 2"z5'jMaxJ ALUM. ANGLE t 1 r4 Yn -Ir- 125' W61-TS Mum. ALLOY ( ro5 7y0• � ' trnJ F 'd`: °'uCEN�I(:' :✓� A i NO. 44167 ♦ FLORIDA twwo ntaeq NC BUILDING CODE (IIIIIIII Velocity Our can* Zonal %ATE OF ; O 2D CAGE GAIYANfZED STEEL STORY PANEL t1ArW1A1 a O7 3'r3' ALUM. ANGLE O STOP BAR (IVBXX.1 '•FSSf ORt •' -' ,,M NAL - GLOBAL PROTECTION PRODUCTS. LLC. ^/"n070 1 L E CP 0 E we I I I' M / .G ' NINIHRM TRULY,! ATY MOON W. 6, sNm QNW. R 3331. LONG 063 6-T5 Alum. ALLOY ! ! / ". N +,.""'� r„ dr. o r PNGN6' (w)su-»m, FAX tea)ew-I»T 20-176 ORAI.a N4: w%L/e0N Pt. 411AE/Gl! IIWUOI'JI_ P,s, N1 IU W-p own OF 7! • . . BBB I 11 ; - 1 40 TAPCON a O.C. 1//4 TAPCON - w/t T/Y THREADED - W/1 1/T' HIMi 11IEApEp ,.I I. HEADER TKIh AT WOOD I' PETlTRAl10N AT W000 .(.. HEADER R 1 I N WOW HEADER WOOD KAOE_R REQUIRED - - - Y'u,. RFIXARED . - r' Iqn. b IF, SP' m wO"Aas W SNOT,IN) - EN ST NG cuss, CAM. G 1• M. PANEL LENGTH tSEE NOTE I BELOW) 2'.4• WOOD PUIi .7/6•e . 3/32' WIC' NUT REQUIRED WASHER e 6 ,/4' O.C. %14-10 PAIEUAAIE PLUS .-- _` I' _. e 6 1/4' O.C. w//1 7/B• • MIN. THgEAOED PENEIWlTION AT MIEAWOTH O PLATE _ A REGULAR PANEL SCALE 3/6'-1' Y04S O. OWAlATONS ARE ONLY YAW FOR 6UIDIEGS MIN AS.D. DESIGN LOADS UPTO 455.N -720 Pg AND PAWt'S LENM UP TO 6'-6' 2 FOR NEW WOOD "PAC CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PNE NO 2, W/ SPECIFIC DENSITY Of a55 OR EQUAL. 3'/24 isa NNE 2 saAm V/24 4'/24 4 W/ 9R W/o & (2) (SEE NOR 2 ®O9) • o'er ND 3• samuLmSEE SII�a Xk FHd 9oilo r- rIr - SEE Ia aN& ON SHEET 2s MID m 2 1' IiA.. L• M,. pNA1KL ry. ' 1- I (f1a .AHNELJ ' fY4EwOx PANEL) (MOlgll PAEIj (NIOIaR AN'UEL) ! (pp oAla) T I NYCAM I2 3.4 SEE NOTE 2, , 4 BELO. I � I l �I Ii LTm PAf1us W7 I � + rw p• us W/ �1i it ( E �_11 !�_� �_1!1 1► i� _1:i !_.� 49 L `3 - • SEE NOTE 4 B401r `.• Fpt IXtMCSR[ ANGAORS: SEL 'YE IDT[ ]r 3' -t 1' 1sn "- IGIfDAE ON 9EEi Y6; NIA IN100 St%N! 1• If tl6AE 3 �/�Yffi lELTIONI ON SHEET M • IA9T PAN¢ TO BE INSTALLED AT UE%M T"ICAL ELEVATION FOR n OPDANO ALWAYS AT PIDVDED N// NEAR HANDLE ro PAQLITATE IxMTAUTII>Fi E-2 HANG STORM PANEL R%M IF INTENDED TO BE INSTALLED FROM smu 3/2Y - 11 INSIDE Of STRUCTURE. �,/.• M... ow _,/.• Ate CHAP t OR0w/DIN-0-Qz) SECTION 1JION A-AIONION A -A wGYt a/32• - 1- NOTES . (1). QL5ENEc 2IYM; E - 7 HM STORM PAN.' SYSTEM CONSISTING OF PANEL CRnt. TRACKS TOP a BOTTOM. (2) ED PANELS SMALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR (¢J SMALL BE PROVIDED AT TOP OF SUCH PANELS. (3), IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION SMALL CONSIST OF 1/4'I-20.3/4' MS. W// 7/BYK3//32' WING NUT 011 1/4hN3 4' Mi, THUMBSCREW MITE TAPPED 80170E 1RACN. LOCIl7ION OF FASTENERS Wr BE AT ETHER OF TWO EXTERIOR MT FLANGES OF END PANEL (4). IN CASE THAT END PANELS AIM NOT CONNECTED TO BOTTOM TRACK (i.s. A STOP BAR IS ONLY I15ED AT TOP AT LEAST TWO PANELS SMELL BE CONNECTED TO BOTTOM TRACK L/SMG SPECS tlOIAT OI NOTE (3) ABOVE N SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. (5) SEE SECTION 1•, 3' a 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. LWn AiPAIN1NN ro aA9a ert 0. 1As EXSINO ON SLID H) G1A55 - nY PANEL LENGTH (SEE NOTE I BELOW) S.S. Y.S W/ 32. WRFC NUi I " t G I B- H3). Ea- r.. 2•4' NODE PLATE 7/9'w . 3/32• WING NUT REOUMM WSHEFI a (BEYOND) 0 6 11/sO.C_ IE PISS 1 <i I 6 ' O.0O.C_ . HI T 7/6 MN. THREADED AT NDWOM OF PLATE WALL MOUNTING INST J I ATIONI���ON OEL SCALE 3/8'-1' FLORIDA 3' AS. . 2'/24 V/24 l S . 1 (xE IDrt 3 SDA" (SB 3emmos AWItK4 916.T 26) ') 3' 10- .. Mt' Sri END a •I I i 1•E I i •I ' j L/r � 1A Ll 11 L _, _, GPN+�,Jr-• ln'AIaIN rAncLJ 60 X 'L• INTERIOR V� -y- � NIFAIOR PMEl T - - A 4 AIEi.) ( ) i (Go PNffI) l i j' I +) I + � j iFD ►Aitls'w% -I ot • ---- : • PAMKLIAIE (TyP,) wr pip �•i I/r t i!2': AT Dr=D ITE SE TIW 1ME160R PMpS 16' UST PAEL 10 TO BE NSdLIED AT EACH QFS7eNC tiNLL ALWAYS BE PROVIDED w// TYPICAL ELEVATION FOR 1000 REM HANDLE TO FACUFATE INSTALLATION I WE. TO LE sR ALUM TRAM INSIDE or 91RUCNRE sou 3/3r - I- t/•' M- GAP 114- N.. GAP + (ATpAATE tocAIDN SECTION B-BB-B AT Do PA EELS) AIO ESr : sm vw - I- (t) DEFWRON K SERIES iDOO: E - 2 MAING TACKS AT STORM PP�PANELMAtE PLUS t5O' PANEL LONG 2 AT BOTTOM W/ PANELMATES (2). END PANELS SMALL ALWAYS BE CONNECTED 70 NG StLL WALL BY MEANS O PArELMATES OR. IF USED r W/ 15' LONE TACK At 801TOM, ENO PANELS SMALL BE CONNNECTED TO W/ 1 4h-20.3/4 S. W/ 7/1L11AJ/32• wNG NUT OR 1/4.0-20.3 Wn. REw nFTO TMPEO (T)(EILCEPT AS Ommem ON Mon (3) OW). (3). FOR CASES WIZEN END PANELS ARE USE JDINTLY W/ 15' LONG AT MUT END PANELS ARE NOT OONNECIE'O TO BOrtOI TRAf2t 7 STOP W BE PROVIDED AT TOP OF SUCH PAr1El5, (4). FOR INSTALLATIONS WHEN END PANNETO EXISTING; SILL WALL ELLS AND SOME INTERIOR PANELS ARE gRECTLY ANEL MAMOUNTEDABE = Y W/ TROCHE Q) � M MEANS OF �� VAAt)WW G e �TES� ONE �TRACK�TO W w/ TWO PANEUMATES iOLLONiNGCAS$(PE2A,)d INTERIOR PANEL,q(620AND WIJ pN05/T El NOT ILLED NEHATTADACQNT PANELS THE BONS ANY MEANS T K RfrERDR PANEL) HAVE THEM OVERLAPS RETAINED BY . INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES T!4' TAPCON AN 114' TAPCON ANCHORS �i 9' O.0 r O.C, POURED CONCRETE _ _\ POURED CONCRETE ... c*E)E W.xx.. 1 O BLOCK S 3 Yv. 11/4 T 4K_ N . -- r 9 m 1�9N ' I fN3t tN I EKISnHIjc,A ' ' fXASS I 1 t is I I 1 I _ S 3 T v rW 1 1 1 1 ' � I N i ' 1 14-10'P PANE:YATE PLUS w/ ...-. . �%6h . 3/32' WINO NUT WASHER e6 1 /4'O.C. POURED caICRETE DR U +CIW;tE �xN REQUITED WALL OI REGULAR P2IALLA71ON ANIEL SCALE 3/8'-1' SQ wR2T If w m iiXl AM'JaR& TYPE A Now • /r_ 7Am1 _ /• . _IIY{tYIT[ !PACING FOR INSTAMATION6 IWO UM IR AIWWII FOe Oy 3 ] RAZE BUILDING, IIIIRM AMLLaII SML1M65 Ala MNMIM O EE q1 1M6 'rNswAAn ta.Anr PHJ 3 3 SCHNUDE FOR U33 ?ION P HING IN p ON FOR LD. NMH 11SPACING MULmAE RIDING G SNOW Sa% 9C N SCHEDULE SPACING RDWN BTHICAAE Ou.WH ONrr• e.r p,) 3 3 In IOIIBL 4 Bew �� 111010R BYMULTIPLYINGFOL M FOR THIS m DW FOLLOWING POSSIBLE. REDTOR aPaNipN m K Ivwc n, - ' - - -'. is ` FA BEACNE 0/ru U9sa FACTOR 4DCA NOT SMALL TO LESS Am qa* IN 9 . 14 f1alGim- FdP EACH MY3gt TYAE ON T16 SOHIOAL I , 1pY1MII" b 1 AN n ' �AEXIST � 1 I rN., •t�- � Mee leR I I �.. .. I CF I 1 1 m Afi.. PANEu1TE PLUS W/ /Bh . 3/3r wrNO NUT WASHQI (BEYOND) -EOUKO CONCRETE OR CONCRETE BLOCK REOIRRED WALL MOUNTING INSTALIATION SEC!'TIOIN 50 O UFE SAFETY PANEL SCALE 1/r-T' CV7 N N C" -o tN O2 O � O Cr7 CO O t- N -= CO4 t N CO L33 N MI 11 Q Cr_'3 icc CS c E Lo 0 21 U .G GQ$RAl NOTESI VILHFI F-2 ilA11L3 SIONII PANEL •_"YIC7iY 1 E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE N 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANEUATE FEMALE 0 & PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLOWN SUN.DMG CODE. BLOCK SWILL BE 1 1/4- DESIGN WIND LOADS SMALL BE DEfENMNNED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE, B.2) MINIMUM EMBEDMENT OF 1/4-0 X 7/6' CALX-N ANCHORS SHALL BE IS 7/8• INTO CONCRETE. FOR A WIND SPEED AS REWIRED BY THE JURISDICTION WHERE THESE St1URER5 WILL BE 11rSTAt1ED ANTI NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. FOR A DNtECTX)NMDY FACTOR ly-0.es- USING ASCE 7-16 AND SMALL NOT ExCEEO THE MA%WUM 1/4' 6-20 SS SIDEWALK BOLTS USED SNMl BE LONG EN000H(SHWLD ANY FINISH MATERIAL EXIST) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A: 26. ENGAGE 3/4' TIRO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SMALL BE FIRST REDUCED TO A.S.D. DESIGN RIND LEADS BY MULTIPLYMG THEM BY 0.3 IN ORDER TO &3) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS Be FOUND ON THE EXISTING WALL_ TO COMPARE THESE W/ MAX. (ALSO) DESIGN PRESSURE RARNCIS INDICATED ON SHEETS 25 19 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED N B.1) AND N B.2). N ORDER TO VERIFY COMPONENTS AND ANCHORS ON THIS P.ED- AS TESTED WERE NOT OVER STRESSED, A INCREASE L FOR LOADS N ALLOWABLE STRESS FOR HIND LOADS WAS bQj, USED N TNE1R ANALYSIS FASTENERS SPACING TO W000 HAS BIE31 E EN DETERMINED N ACCORDANCE WITH N.D.S. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMM04DATXMS AND SPECIFICATIONS OF THE ANCHOR'S M1ANUFACTURER. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISEANCE HAS BEEN VERIFIEDVERIFIN ACCORDANCEACCORACE WITH SECTOR 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION 1ESTNG LABORATORY. INC REPORT 0 2032, AS PROTOCOLS TAS-201, 11 R SMALL BE THE RESPONSBKM OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OE THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203. IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTAU£D ON THE OUTSIDE OF THE OPEW04 ACCESSING THE OPENING FROM THE OR WOOD FRAME BUILDINGS. INSIDE W/O THE USE OF A UDDER OR UFF. THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO K PERFORMED 12. THE NSTA INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. TACT WITH THE OL410M TO PREVEM WNDAW INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH 3. SERIES IWO INSTALLATION is WH APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWSEN INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE Or smucrLNE 13 STORM PANEL INSTALLATION 9011 COMPLY WITS SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND IONNG 4. SERIES 2000 U45TAlLATK)N 6 APPLICABLE TO SINGLE ANTI DOUBLE HUNG AND HIOW20NTA SL�DE7N5 STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. NSTN.IATION IS REOLRRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14. ATRIUM WIDOWS AND DOORS, HNC E - 2 HANG STORM PANEL SMT-' M- IS POW PDpw. 5- ALL ALUYONM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (4) THIS PRODUCT EVALUATION DOCUMENT (P£.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE NFORWIION FOR A SITE SPECIFIC PROJECT; I... WHERE THE SINE CONDITIONS DEVIATE FROM THE P.ED 8. ALL ALY T t _ ALUMINUM SHEET METH. USED A CLOSURES SMALL HAVE 3 OS Mls ALLOY. (9) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7, ALL STEEL SHEET METAL PANELS SHALL HAYS STRUCTURAL DUALITY STEEL AM A-653 GRADE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.E.D, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON OESIGMUTION W/Fy- 58.5 IUI (AFTER ROLLED). THIS OOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY a, ALL SCREWS TO BE STAINLESS STEEL 304 DR 116 AI9 SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THUS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IFMOOIFED. SGO'S W/ 50 bi YIELD STRENGTH AND 90 TIN TENSILE STRENGTH t SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4 (I) SITE SPECIFIC PROJECTS SHALL BE PREPARED 8Y A FLORIDA REGISTERED ENGINEER OR ARCHITECT N411CH WILL 9. BOLTS To BE ASTM A-307 GALVANIZED STEEL, OR NST 304 SERIES STAINLESS STEEL. *H 36 MIN MINIMUM YIELD STRENGTH BECOME THE ENGINEER O RECORD (ECECA.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER ACTING ASDELEGATEDENGINEER TO ME P.E.D. ENGINEER. SWILL ED.10. USE OF THETHESITE ANCHORS TO WALL SMALL BE AS FOLLOWS: SUBMIT TO THIS LATTERSPE FICFIC DRAWNG5 REVIEW (A) TO pasrox POURED LONE pFTF. II) BEARD AND ORDINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of -SMALLTHAT RTHIS ECORD IT - 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY ITw, 9URLDEX, INC- (MN, 1' -319T P3A.) - i/4' W X 7/6' CAIX-N ANCHORS, AS MANUFACTURED BY DEWAT INC, (MIN fc.3000 P.A.i,) 1B. STORM PANEL MANUFALTUFEWS LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN /14-10 PAEL.MATE FEMALE ID A PANLL.MATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRICTION PRODUCTS. ACCORDANCE WITH SECTION 1700.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHAM BE PLACED FOR EVERY OPENING. (rc.3350 PI.i.) LABELING TO COMPLY MTI SECTION 1709.9.2 OF THE FLORIDA BUILONG CODE. At) MIHAM EMBEDMENT Of TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2' FOR PANELMATE FEMALE IO & PANELIMTE PLUS. A2) MINIMUM EMBEDMENT OF 1/4.0 X 7/6' CALK -IN ANCHORS SMALL BE IS 7/8' INTO CDNCREIE_ NO EMBEDMENT INTO ANY FINISH MATERAL SMALL BE PERMITTED. 1/4- 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGM(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4 INTO ANCHORS. Is TIN A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR •:• •• I FLOOR, ANCHORS SHALL BE LONG ENOUCM TO REACH THE MAW STRUCTURE BIND SUCH PANELS. ANCHORAGE SMALL `�: • vCEN�A.''• BE AS MENTNED N At) AND N A.2). (0) TO EXISTING COkCRR0E BLOL- mg, No. 44167 s*• • :Tts - 1/4' • TAPCON ANCHORS AS MANUFACTURED BY IOW BUILOEX. INC FLORIDA BUILDING CODE (Nigh Velocity NYtrieenw Zone) - 1/4• ► X 7/9• CALK-N ANCHORS, AS MANUFACTURED BY ICWALT INC ((*-IWO psi) p •. {' m2ee RTEOO. INC. rP - 114-10 PANELMMTE FEMALE 0 AND PAWLMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION i BP• :,�4:. 20 GAGE GALVANIZED STEEL STORM PANEL DAMN or PRODUCTS (r'M-2071 P.s.1)_-I'' "IMAM 'Ala1 PR°TEoro PRoo►cTs. Lc ILECOFN. T� III SOWan 3131- PANIC, (Ma)~°�'•T 4 n- 1e5.)ess-IFR 20-176 „I-- . IMsI IPA -TIN a : CHIN N+-,•T PIL WAAnNTNAwalu E G-O60sI1e w,r ONOIIJeIeA W: eW1E11 A HAIR Jr., AS- - sNRt 21 or n at ,srWWR rAx4IN "AI W�IwI a)� INSTALLATION -DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL INTO POURED CONCRETE OR CONCRETE BLOCK COMMIT �NaoeN iwes 4 c... �t CM �"Ioele --. a �vn'°L:mAF"i4Ms 9N w4II m G«Op as -I R1m taK>OF O. 1Qr iA 5 V 11fOAlm,. �-c'r1 -E31-; * r"pIWI6aoNWx� 4 w WAt i 04Irllf . (7� ii 1 I VR FyY6n�Wq i nfP) 1 NO' I 1 i 1VV 1 jw LAC» a ,T-'L•- 7/I4'h] 3 1 O LAW I d W WIN . g 1 NN6 IM • j TOR li.. f m p DENY bMDNM � i �ENCRY, 1 OQRM 1 I , 1 ■dd fi 1P�a I ' I M � 1lC Ir+H , �I /•• ra j ANAat .--40-. 1 'f pI NNIPr EO m y t.A iYrdwtE NNwn oR , 911JIaCIF1 . lWi d)� 1� ,KNOtw AfINIO P" Wium MI laJ ! WAL1. AND tH ECT MOUNTI�_ ` WALL MOUNTING INST. - ve e, d ISM rml�e i 5 1 t I R 1 SEE we 1/.Y- tp TOM so r/A6YYw.1v/331Irf • .i A + III QUA DAIMi 6 _ PWn PORN_ 1 1 8� 1 R Y� .oil � 3 i 3>7 -( 3 C.. PA L NCR, QPMI OPM![N MONAii� -`: \ QNA RN t � I I /I1.//3Y rrNFeAA�, sELP.y� SECTION 1 1 FLOOR TO CEILING MOUNTING INST, O1R0-INST_ &CALF 3(/2BM.tp•3/{ SAES f0 p 4 B L-,•- ® L srx£LI r SECMN 33' 4* SCALE 3/8." SCALE 3/0.1- FLORIDA N N C/) O U .� CL c- C O O C .� (U U -0 0- N Cu O Cu O " O 1� O O u_ p > •� C C ��� O 1 C- Cu 02 .-6/\CU-0 8 CIO _� CC L /0_ C, U C CIO O - (_ Cl) Cu w Q Z Z Q J 0- SHEET NO. IS 1.2 Tr. .". a �- . 1 . ! l e-1.1 T _ L91 .;." I.: 4 - I EC710.6ro I liu (P.f) (S[FW TO CON . % .66.0. -753 70, OR LESS 7 9/,6• 80LTED • �. T, ff. P. 21. A 3i" .6so. -75.3 70. OR Lens 2 7/8' ROLLED • i A •111 • L4AISURED r;Q. mLI OFS.5. M.5, R wIlemop AT OVERLAP A, .CIF OF FART. IINGFN PANEL .:r .11,. I 471;. !-1 _ C. ;,� 1 . :.AI ,t.', J41 'IL.(.MI ,'J -r. MAXIMUM ASD. D451ON MINIMUM M04MS WW) M FOR E. 0. - 3 I/2• - APPLICABLE TO A oobimmEmk OF TIE31 ANWYWI PAIL LOOM 1• (.L) PRESSURE (P'� Lf, TAPCO'6 CAYL-AI PIMJAAn FEMALE O PAIIUNTE PLUS TO COMM=TO t0 oop RI'DCMMIE /0 CONCRETETO =IFTE m mIKXE7E 12' N/A 12- 1 N/A 12- N/A 12- N/A ,' A V (TOP) it' 3' W 10" 3• t S' 4' a' 4- V (BOTTOM)+ 12• 3' ,x- s• B' 6• 6' 8' 1' (BOTTOM) T i+ N/A N/A N/A N/A N/A N/A 12 1/2- it' 2- (BOTTOM) 66.0. -75.3 7- N/A 6 1/2' N/A 4 1/2• N/A 4 1/2' N/A 3' (TOP) 70. OR LESS 12- N/A i1' N/A 9 1/2' N/A 9 1/2• N/A J' (BOTTOM) 12, N/A 12. N/A 12' N/A 12' N/A 4' (TOP) 12' 8' ,2• 9 1/2- 12• it' 12' 1 'I- 1 4- (BOTTOM) * UMM TO BLO "t. ASO. DESIGN PRESSURE RATING ►RE SHIRT 25 FOR ANCHORS TYPE A SPACNO FOR NWNAATON6 INTO wow F1WME 8L21.DN6 MINIMUM ANOOR Y40M4Y AD AM MW [DOE OWA4M ARE OMOM NN THIS SCHEDULE MR C0. LESS THAN mwo ON SCHEDULE REDUCE *am w0cm wr MOT10.YN0 SPACING SHOWN oilSC,EDUE of THE FOLLOWING FACTORS. WOW THIS oPE1L1N011 10 BE POSSIBLE.[DK[' D RSPACING ORFANED USIA. FACTOR SMALL MDT R U 5 IWO MINIMUM SPACING OWATO FOR E401 ANDOR INK RT AwN016 LEGEND 1/4'A T/41w_ t/4'A_ ANOM Tin __t/4•A_- i.YpOM mama FINAL a AM1�M- PLUSaE G� ON. Allow OYOIL 0.) 3 ] 3 2 ,/a rYAFTAIIO CA.r.M 0I J ! ] ! "1rn4 oA..r w 9J A ,n Mm ED FIRM mmm ommR I , • J6 - ) 3 ,a a a 31 ,a I - I a­ - --'-- __ ___ - -' ---1S.12a' (TOTAL MOTE) - -_ -__ -'--. -- __ -._ ___ --- ---- .- _._.-12.500• (EFFECTIVE WIDtM)- - - _ __- - ____, . R _a Tle (PP'.)-- - -_ , SM.- I - 7 e, am.- LO4 T1eU1 T p )- h IS .. EDGE ASM A853 TYR I 'i, GRADE BO IOMa11A1 0-60 Gisw AIN. HEMI[0 EDGE -- - DETAIL DETAIN A STORM PANEL ( - --- - --- OO t.330' -� 1.350' - 06TAA A PANELS SHALL eE INSTALLED ALWAYS FROM LOT 70 RIOR W/ 1/2' LEG AT HID AT LEFT SIDE O PARR F41-0 1 1 + ACQUIRES MM. DISTANCE BETWEEN BOTTOM OF PANEL I--),/2' AND ® TO BE: 1/2' Mon 1 I ++ RF LW" W.. DISTANCE BETWEEN BOTTOM 0 PAIR AND 0 ro Be 3/,6' 3/le Moo. ----2ABI- _ _ _ L -.,Br ( T250'� 1250' L00- F.. __ 3.31V M. '.W4- OBf' t 2 S• 2 [ L _..x -. _ -�7•_ -. 1/4Y-ZOJ/4• .750" �- SS SttA I" .374�-. .12a -IQ ANGLE 6 6 ,/4• r__1`_7 p- - (WIRY 6E REVE%FD) I ) o' �-)5 L�_--'"-_�-_--: __ , Lsco -) Ta• () 'H' HEADER (3) or TRACK 0 ANGLE wm4 STUD /" : ,. EI . w EDCA 0.024' (MAN.) PAWLS END LP % /,% ` . --�-- T WLVANINTO SIM w/ Hollow EDGE / l� I (: � FOAL f W L_� _ _ - I y i N I TIOo e.ers os7s o.zso P 'H(E2LA3E0'O - - , 407 1.625• � `t T _ - -- T (1J! - 002M• . _ -_ - 22•A' ip ISOMETRIC VIEW DETAIL A �, 33 - -- -. ��J(( f��r.z7o I P"a - " 1© OR I— . .re'I ROUNDED COINER Y ENDS OF PANEL'S 1A. / 0M .ORS• _ ( /��JJ� -125- T.378' END UP wHEMMED EDGE. R... .625•. N.Ts) 37s1 .091' a P.) ' OS HOL KEY E WASHER 3.750• �T, (rm.) - �' 3105-H154 ALUM. ALLOY © KEY HOLE AT PANEL - 750• - *SEE SMEET 6 FOR ADDR,ONN j L124' ,7w_ - .813" WITATONS F UEEVE LD16IN 6 1 )'. .091' 125' L_ ONLY V4O FOR V&TXUT10M9 MIND �1w I - --- 1.250' _SUS' 9 `L� j�`AIi0.7 W I) W000 SiRIKTURLS L.23DC' - - _._ 2.000'--- / 2.000• 37W ' -, -.193• --.... / I 12S• 2.001) R Rau' , - T.548`- t-.116• O OSO•W L PIMP), 750• 250' III O REV. 'Hr HEADER © rU' HEADER _ _ T _ _ __ _ _. ,- wo. ro s• MAN...__- I ®SLEEVE i' MAX, _ 2.000'----' I LED-` ,«FNAN„i( i t ANGLE'Jr TRACK 1© PANEL jNGER 374 s.aoo' _- + - W61_ ALw � p A. ti(G (I 1/4- WIDER ( .r ; 't50 L--I �) Gex• _ ,y�,0 ••CEN _ (USE ONLY SYSTEM) 6 E-Z63- HANG STORM PANEL .]1t _AD6' 470_ _.__�275• . SAL• SYSTEM) 606J-TO ALUM. ALLOY a _ w" 1 -, L i : No. 4416E FLORIDA BWLOINIG CODE Non High VNoel Hurricone Zorn* _ s 1.6)t N _ T_ P p 1.125' .680• >MI 2. XX0 T ` /z3' y,• .5. •---MSS. � Q� uN_ I_ ® 2 ( s mmO nfmlt .c. 24 CAGE GALVANIZED STEEL STORY PANEL ram. (_ _ _.F ( 1 1.201' NL i �: STATE OF GRAN M: 2.006--__.: ! _)_. - , %. t. I-._ SEE SECT" -_._ _ MEN '�` =�0'•• F O* IL E C O RANG.rMIt. . � GLOBAL PROTECTION PRODUCTS, U.C... IM,E �. .6m sw. a, !iw[7 N`- .a. _ R r 3M. MHO A,lot R M�'ri nWL It. A>N �/ A - VAR n.l.6. ti.OR.H-,., MMK (WM)We-7lr. FAR OM.)NepelfT 20-175 1® BUILD -OUT or ®4 BUILD -OUT 'Fr TRACK IS t ® W EKED WINGNUT FAN-0009eY 0 0."4 WP TRACK ANGLE (ZAMAC 3 ALLOY) PI trAl/WPMnAE/M [ W41E 1 A .. �C m •. w LMRT 2 O le INSTALLATION lJVTO POURED CONCRETE DETAILS FOR REGULAR PANEL OR CONCRETE BLOCK STRUCTURES ALTEIMIE CONCRETE Din CONCRETE ANCHORS (SEE SCE01llE ON - __ANCHORS Ee5 K POURED CONCRETE LOI AIWN (SEE SCHEDULE OR SHEETS 9 wom 10) EXISTING POURED CONCREI - OR CONCRETE BLOCI( SHEETS 9 THROUGH f01 OR CONCRETE BLOCK IEOUREO. REQUIRED. ��,tx y, LEG CONL:RErE M1CHgR5 r/` EXISTING POURED -----f.D. CONCRETE REOUR[O LTERNSE �� / �j� a , ti s i L Y' ii- f! � A /i'� i "Na, r �%% 4 J ! - •. ca-.-. m - 41,' wI wiEw �'' _-- SHEETS 9 TM4OOKOU 10 L/ .Oro ! I 1/2 Sri`;✓.%/ i... ./ - �T/4. fyb •WJItDdss r]IOi1/O4llr >//% I1N/A4K• MAX CONCRETE ANCHORS_ "� • Ha ,/a O.C. _. _ - . 1 1 A t (SEE SCHEDULE ON - IIn' -___ ._ -- - �i I - ) I f i SHEETS 9 THROUGH 10) I I IN7- E.D 6!, /l 1 ( ED r/% /.. I f I/.•ac i_!% : / rrr N 1' W.. , - :, / .. R PANEL LENGTH SnNS_� i _ 1 E0 Fj ! ; f / / G ,- :fJ! "/i` ; (SEE SCHEDULE ' ON SHEE( J 1 1 ,f:y_20i ",I r' q(y I v i /��,, I SEPARATION t { 1 1 FOR 9PACER(BU E A peauf e � r ;. J/....% `.•' j �'1( 10 WASS. 1 tN SHEETS (� SCHEDULE ,!•'A'm'H• 1 I I GIA FOAL 1'116 1UOM DINS .L• n. (SEE SCHEDULE TO GLASS I 1/IY-a1' ON I ss Iol,s W,® 1 ; 9 A 10 F _ I ON 94M 3) 1 .. A KR0.1f a SPACER + I I I AHw I PANEL LENGTH SHAFT 3) - - - _ _ I Na R# 'A Pet -..- ' -- _ )- 1 - _ -_ _ _ ,� 7J7 7' Maa I -. 'A - ,� - tl - -T ,��„�o� 7.6') E :.-iBrl- - E-- (SEE SCHEDULE ON SHEET 3) /Y- LOAN,7a PANEL LENGTH 1 1 1 (SEE SCHEDULE 1 .__ 1 M"O. rO_y1 II &4 , ..._ . -1 I ON SHEET 3) � 1 e � j SEE SCHEDULE DA � ( - .. i _ _. 1 I. _ __.._sue �(ON 9EEG 3) (-^, Ii_ . `r MINK. <� I i. fi .__-_=]F. i 0 .1 t• YAX i I I ,!%/i SO[ I V EO R�, L I E D -, O t• I 1 L I I 1 1/r O.G I m, _._ .. _ In. • .. .._ , LENGTH ( ; MAX L I _. ). 1 Im w w � R C_ - -- ; CONCRETE ANI,HORS LxwoO POURED t \` (SEE SCHEDULE ON /_ �} ..�L} COKCRF7E NICHORS (SEE SCHEDULE ON �. - 1 H..T1,.,,, „i .•4 \ CONCRETE .. , . _ - REO IRED :: EDGE Cf WALL OR SUB sHEE15 9 IHROLUWI (ALE. CONDITION) to) / :. i Ls' 9N7iIS 9 THROUGH 10} - g O2 1/9• LONG NA%. ALUMINUM SPACERS O 6 i 4' D.C. VALID FOR 3/4 � /=d.-` ," �., IONSTING POURED CONCRETE RE�CONCRETE EXNST94 POURED CONCRETE - LENGTHS PER SHEET 3. ALL DES" AND PANEL CONCRETE ANCHORS .. (SEESCHEDULE \'R�`i,: /i �,r.. REDURE9. OR CONCRETE BLOCK-.����) 1• MAX LONG KLMIMNM SPACERS O I/2' O.C. TABLE ON OOM 10) - ED......__ Viz (SEE j1 SHEETS 9 A 10.) CEILING ANMOUNTING SCAT 3/a.G• RUND-OUT{fit SC;UE 3/6� ,• Effim SMILE 3/9.1• rcP A T'"'"'4RT �.: �jCEN - ' ; FLOMDA BUILDING CODE Non h VelocityHurrtoono Zone III 'No. 44167 .• 9am wLmm RIG 24 GAGE GALVANIZED STEEL STORM PANEL IT . E.D. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9 a 10) NOTE FOR COMBINATION OF $)ST1L7N5: POP a BOTTOM MOUNTINGS CAN B£ COMBINED IN ANY WAY TO SUIT ANY _ s l STATEomm * - C �'-_ , O T1rTP90,,: FLORIDP: • -_ F �� PROTECTION PRODUCTS. LAC. of Got IL E C O Ewe. „DTI we sl w,RI 110K. a 3wt 2O-175 "'�' � ,• •"LNG - 91y�1w' a: t' a= I+Qc fes.Ierlw rAc ta4Nll+797 INSTALLATION. 'A• O O^'ri1i1" w.W IrIWWr r�Ir WK CWND IN, URN n 14:wTg1tJH., P,L N,f-W qI S1RT 6 O le INSTALLATION- DETAILS EQR SERIES 2000 & 1000 E-Z HANG STORM PANEL In INTO EXISTING WOOD STRUCTURES I/4•I LAG SCREwi a 2' O.C. W/ I I/,) YM TNREWEp IDlTRATIOI (J Wn, 7'.f' ,YOLIb _ H!4'f LAG SCREWS • f' O.0 w/ t ro E%6TNC WOOD HFADEn j REpURED i/i. lk sCrINS O s' o.c w/ - _ - I ,/Y W, THREADED RENE,RATWN I :I II FLAT oR ON CDGE 1 I/2• W, TAWADO MNEWYKM m f7mlA WOOD HEEAOER. a C.-1. 4ra1' s.r.s. . I. ro ExbTNG wOm FE.,fhR • E. OIC a® 1�4:- 4'rs 4 CIO , 4H..,' s.Ms. 6 Cen, W/ 7 B'. M!C s u END -® I I 5 yi' HYT i 2 or � t PING a D' W S QQ 1 SCREWS O.C. 1 4 aM. � t , rA • t .1 SM. . iA X ! 1'! 2or3 ." i11AISs MIn. e U FfO O< '' :� - ) / / : r ,/S 1„R[AOEO P[NC7R.,ON 3'� 1- .' I` 1 - - WIND NS. w/ f O'a]/3a' ExiSTING (SEE DETAIL i/a4 t m I1000 HUDEP. -) I -- -Tr1C MIT M ..j,'C NOTE a eRDr1) .._ - - - OF EVERYa (i9) (SR DETAIL 1/7. e •-I .[ i POI RNET 4 CPr:I - ]. 'L� a a[GA1f) 6, 41' s.Y.S 0 _MOTE _ a v n,H O YOrITH OF WIRY _ 1 5 tI� ,I[Ap(R II R u RO O I IEOL� T$-1 b) (TW) I - S R 7c I WOOD R I T S 1 NOTE G,A sum Ail,A I i I - Reousen ) SI - I - 2 0/Ir Mn. 1 1/.'e-21 1. v. ) S 6EPARATION :/•',-20.1/i k` 1 sCE'4 W/ T 4/Ie- wSAMI. i I/.'r-20J/i b TO CLASS I '/��•..J�J7• 2 WILD 3 J2 m IO CLASS I MS w/7/6 ..a/3T' X I WWG NUI w '' 12' OC 1 ru'r WOG AUT • EVERT 01TWA^ 9y+wH EVER, OI . i Z / N5 APAMION ` i F I Y/ SRM IY •- - TO GLASS 1 �1//a4'-0p 2�0a3/4- -. `. I y 2 f/,6• r.,. I M)To s � of Z` �.7/a•nr3/3a/ w$/f rh 1 pO¢ W I TomASbDON I EYERr DVERw� 1T r -_. -.._._ f_t N x N i IN � r I W 1 f e 0 I 0 1 iI3gI 1 41" 7 1�4'FMY3/4• r9. � i4 i+3 GMr i,la f(a wJ/32 C II �_._-.i 1W/ !wNGM^ r Ir oc ( J 1_ o�. � xp ) L..)_ 39 C_. Z� I ] i -4•A M3. WWEAATt FCIWE 0 (6• - W4•. ^ Q, 2 f •..'3R•N,J,/PAMYRTc PU15 W! cr,L. _L. _ ! o -( 1MU1A�✓ I I.:4z TSAR MDN IA BFltwl) METRIrt*N. Ili N1 //22' O.0 - p �- • ) W/ 7!a•4,y.- .S. _mmcli•' 1/.`. !AG SCRIMS e C O.C. w/ ] t 1F� { II i' yy, - NU, Dfl I/1 'I 11j2• A1REtDED PDIERRATOII ...WOOD 2PlAn•4R[WIRED I SNJF, �����1-20.3/4• Mrn. r /[a~ aif4' •I aFwLOYI W N O PUn Ai SERIES 20m rM, PLAT on ON CDC€ ae , 1.-� i�T1�[RyG4�• ., i. ) '*/ {2> jj14-IO PAMD]Mn Rl5 - TNU2i-" tSEE NOTE IA scow) 6 ri w/ 7/6'Ma/3r 7/a' 1AI IflE7RA1ORN • 1 e 4V.G NUT { ,a' oc. CneL SERIES IWO INSTALL t .'A LAG STKW3 • 6. O.c w ,/.Y LAC SCREW'S • 6' O.C. M WA ; 2•.l' �2' Wn. 1/,/7' Mn 0WEADED PF7lTRAYOH 1 I IRn THREADED PENETIMTKM OOR RL.4N TINT EDGE°UAREDE ALTERNATIVE ZnM ':, MM 2•..• wooe woo M EDGE RED . MDrOtN TINT PLAIT SCALE 1/4-"I- MT OR ON EDGE PLATE REDUAIIm FtAi �'. ALTERNATIVE 1'•w SCALE 1/4•-I' FLOOR TO CEWNG MOUNTING T ,..4STAlLATONS Arc IxEr VNJD FDR N14401HGS TI,M AS.D OFSW t0A05 ALTERNATIVE 4••W SCALE 1/4'.I' r-10' UP m .66.0. -M.] p•I NO PANEL'S LENGTH UP m AL„11HHNu Wi. - ' A; T,,"l&=NATNE .3'W I(/l 2- FOR NEW ill= FRW[ CONSTRUCTION. FOOD MEMKItS m BE SOUTHERN SW 1EP. .. SCAR I/4'.,• Pik Ni; 2. W/ S-ECFK DENSITY OF 055 OR EOUAL - ` • FLORIDA BUILDING CODE (High VelocityHurricane Zone) SEE ST'LLFIGA AW KOLIBMJIAEN,s WOR (K OV B.A AT TOP AS SEE * � N0. 4 : * won nTlna INC. 20 GAGE GALVANIZED STEEL STORY PA EL ,�.r,P, M. WELL AE PA/E1 CWIINECTIDN m iR4GK5 OR AT m rA5ED ON .DUO r 1000 OR 2DOO .6T.AATKW TYPE ON err 2Y3" �" i •cam: STA OF < CABBALA PROTECTION PRODUCTS. LAC. af/'4�a �n DLO o0. : �,_ s a CDM6eM7DIN n sEr I1Drs ALTERNATIVE 713P NE-A[sce MIDOD FR!�R[' . .em s.W. s+ sTRm TOP / "�' 4.. P mr PHaE: (ea.Nn-far. FAc pa.Nw-4Nr 20-176 enTKA MgNI'IO5 CAW M WL®RtEO N ANT'MWITION hA.UNF 1.��r�G:4. a. �:. wQ i.illm ,Y, - t WAY m SUrt ANT 4V]TAWnON. 9GYL 1/4• . 1• ' INIIM DRAAIG M. I••'-�Pd. LAL/1OH.TVMf/D•TE WARRGA �'l .Or+. .IA r 9l- 41. NON SHIFTER TRALXS NOT S•MWN TOP CUATY 4N - Awls >s O >s SINIB.F PA-NLM UNOMR AT TOP OR BOTTOM INTH TRACKS t`i2 OR CEI t MAXIMUM PANEL LENGTH L+" OR 'L-" (tt.) 0 RMXWM ASD. DESIGN PRESSm RATING M. .O- CONCRETE A WOOD INSTALLATIONS t L+ Er 20O W-a' n'-D• 210 W-a. W-8• Jae _ t I'-8' - to'-*' Jac NO'-IO• to'a' 4a0 IV*-r' I.,. 430 9'-e• 9 91 Sao --- o_i' a 4• _ s&0 s r 8 D- MOD_.__ 010 9 r_ a D= 7'-8• r7- r 4_ YL . 70.0 75.0 r-s• 9'-10, 00.0 7'-2• 61-7' a5o 71-0' e'-s• Sao 6-9' 8'-4" PER 6 -9' 8'-0• _ 100.0 6-s• s-rT' lose 0'-3• 3'-0• - IORO - s'-r _ r 150 - 3'-8' I F9.8 9'-8• :413 4i•. ;:41 • ,i4.4/I _I.ryll .`. MA%iMUM PANEL LENGTH "L-" (ft.) 0 W70MUIY AS.O. PIiESSU pT61C ,r. + _ ( P )( ) CONCRETE a wow INSTALLATIONS t L. Ir ia0 14'-a• IJ7 ISO W-10' III-7, .IIDLO ft'-A- 10•-7' J3.0 to.-Ir 9'-6- 4ao 9'-6' 91-2• 45-a 9'-1• 8'-7•_ we 8'-7- 6•-�• SSA --i-i-_ T-9- aao 8'-( r� 9s.o r-8 r-2' - _ Mo 7'-S' W-It' 71.0 71-9• 6'-8• 810 Y-o' 6'-5• 86.0 7-0• 8'-J' 90.0 6'-9' 8'-1' %o W-7' S•-r0• 100.0 /•-J• S'-r /a50 8'-J' 5'-4' I,0.0 - s'-t' IIQO - 4'-to' I N9.8 4'-8' MINIMUM SEPARATION TO CLASS SCHEDULE MAXIMUM PANEL LENGTH Wee SPEED 4 170 m aH WIND SPEED > 170 ..Ph (IA) W4RESTRAMMD REMAINNED LMOMSTRANIEO RFSTWUNED 30 OR LESS 1' 1' 6- 6 1/4' >33 70 90 i' I. 7 1/2• 7 1/2• >90 TO t45 I. 1' 7 7/2• 7 1/2- unarm cu CAMPY 1 ru _HIE hill mo ♦ rwm 1 nnimTime CAMESITinN " ---- •U• ,s•x,.y e;4La-our TOP DIRECT T' SiJO Ir ANGLE Y• TRICK BOTTOM MOUNT HEADER HEADER ANGtE TRACK W/IOE Ce - DOW MOUNT f6' ST• 32' 3a' w SO• SO' 4 Ts'XT.S• STUD ANGLE A' ST" 32' 32' 42• '. 1. 6 'r TWLCK SS' 32 1. 42' 37' 69' GO, T W SOE IY06URE5 lx ANGLE50- 3Y 3Y 38' so" 56' 86' 1 60 S6' S8' ANCHORS (SEE SCHEDULE ON 5' MAX _ -_. _ SHEETS 0. 1G A11) e 10 i-T -I -- 'I --- I r-)-1---rl---r--r- . *1/4. 3/4. 4/5. 5/5 3 6/5 IW/6, 2W/6. 3W/7 a 4w/7 3' MAX O 0 _1-T-r-1 -T-7-f -1- T , -__ .F I Of 1 I I 1 ; {. t' I [k �H , I� � , li W , _� L_1_ _ 1_ L ) .T-- _ _)----- __ r II I ' j jIj I r I --­ - - - UNBOITFD PANELS � ) 1 I ��. 1� BOLTED PANELS w/ 1 49-20x1' (SEE SECRIONS AS I I I I • i I i S.S. MS. 80LT w/ O EA OVERLAP', APPUCj" S I (SEE SEE910NS AS I 1.. I I i I. , , 1 ) 1 1� I I -I I I I I I l i 1 I I ){ I I u 1 i II,1 1. fi i I , , I ; - - I �i ; - - o o' oD.M.-(�) - _ - 1 @.L' l ;i 1.0,, fI __ - oJ ]1 e - _, ®°r® - -X -- -- 3' IAAX -`T MN. - 2/4 1/4. 3/4, 4/5, 5/5 & 6/5 i" Met. TWIG, 2W/G. 3W/7 a 4W/7 - .......__....._.ANCO1`S (SEE SCNEw ON 91EETS B, to All)- - _._ REGULAR STORM PANEL C-1) ELEVATION In,. N.T.S. 1/4' Now T•- GAP M (WC OEtW -1 WHOLE WILLED I ' SECTION A -A 'i N.T.S. D(7) L+: MINIMUM ALLOWABLE PANEL LENGTH FOR A DARN POOH ASD. DESIGN LOAD. L-: MINK ALLOWABLE PANEL LOOM FOR A OVEN NEGAIW AS.D. DESIST/ LOW. 12) PROCEDURE TO DETERMINE MINIMUM Poe UE IVK OVEN A /OSITIVE A.S.D. DESIGN LOAD, DETERMINE VA M W PANEL U DWMI 'L+• FROM SCIEDIL.E. GASH A REGAtIYE ASD. "GIN LOAD. DiT1EPoOlE "MUM PANEL LOOM t= FROM SCHEDULE. FINK MAXMU4 AILOeABIE PANEL LENGTH IS EOAK TO M MINIM DEIHMWEO PALM LENGTH wwm t.• AND t-'. (3) SEE SCHDIAE BUD* FOR Met. PANEL LENGTH FOR POROSITY OWNiCATON. t N9fAUATO S INTO WOOD ARE UNITED TO . 95 0.0 MAX AS -IL DEEM PRESSURE RAIMG i . 44i67 ' 4.IDa TE1rNx, WC. 24 GAGE GALVANIZED STEEL STORY PANEL �r,','w.. TIT: �'•. * £ PROTECTION PRODUCTS. 07 a� RATE or IL E C O ewG. p•.' I PFs . --' OR ID► �1( ,// 2v am So. nw Dole. IL'3T31314 w" i ► lr .AAr uAooA R . 20-175 ` % iVAA'.. ••, -DIM.,-,w. A". aMl.,-,W ...a e,-W.I-. POME(W)=-7fr. I-""),e-fM DRewD we ml e. a .R M u-aofHe wK1a A /Wr J. Pt w N TTAE/wT[ ae1 S O N INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES .. _ ._.. - _ .. -T -- --- -. ._.- ----- I I SEPARATION HOOD ANCHORS I ; - _ _. TO WARS. ' - :TEE SCHEDULE ON - I n IHl-2Rc1• (SEE S:PEDILF ( Tst• , SHEET 1 t) - -_ V e ,MAD 80.7E I ON SWEET I e0.Ts -- I • e • V4' oc L- - - _ L um- cap T•a 1 1 1 _ ,D {�j I -.. _.__._1 ExIS71My-I -- - __-..--.- I PANEL LENGTH W M L O D '. / - WOOD ANCHORS ' _ _ - 1 �S 1 I (SEE SCHEDULE ., .: I.; 1W1. (SEEe 11 01 I==-:.__-,-.--yj'_:_ - -___ ;_. SON SHEET ,le itSCt)fOULE ON I �(�� �� SPACER 1 LENGTH � MINK. ` I � ___. 1 WOOD HEADER -•• ; E I' 2' 0 --' a ' ; 2• : 11, I REQUIRED I Mm. I . - , im i.I 4 - - C . I I ED . - - , 1• MAX. LONG ALUMINUM SPACERS S CERS 0 12 1/2- I - ®O.C. (SEE TAM /1 ON SHEET 11) y{ 1 M6h- 1 1 I " .1 SEE NOTE BELOW FOR LIMITATIONS FOR - 1 SEPARATION i lJ 1• yA„- 1 ; t' MAX. : , //2' LONG SLEEVES. {__ TO CLASS, I PANEL LENGTH t I PANEL LENGTH i 1 (SEE SCHEDULE I (SEE SCHEDULE I I (SEE SCHEWtF - • I ON SMELT 3) I ON 9EET 3) e.- �.- I oN SHEET 3) ; - PANEL 141E FEMALE O OR PANEL MATE /.Pa,oR,.��(B I •' PLUS (SEE SCNEDLAL ON SHEET It) I YIN I a u aa,1A" 1 Wn. I i I I t] 1 SEPARATION ^ i MOHioH�ea -e•Y ----1 RATE WOOD I LEXISTING GLASNG� SEEE, REOT11RE0-- i I ON SHEET 3) ; DIRECT MOUNT W/ SPACER Co i..__ • _ - F r ALTERNATIVE 2W' 318.1, i I U 12 SEE TABLE /i ON SPEEF 11 FOR MAX. PANEL LENGTHS et 1 . ,2 1/2" D.E. I I or*0i MAX. A .0 DESIGN LOADS FOR THIS INSTALLATION. " 0 MAX .L •.� ; I L '. -.-- -.} EO -' ..- Lk�!V_ i-_l_--_ MKT _ WOOD AN04ORS ** um 1 STAGGERED W/ STteEO -_____. (SEE SCIEDILE ON LAIOR Y Yh� BL 1 1/2• LGID r.-L��7 I SITTER 11) (1) MPLLAON 6 IWO A A UK STORY MUM= WI 1S-W 2•x4' WOOD \) *am :;; : MM IRAN raw "Doff (GAR 6 A INN"M mM rMw All' - , OAOWO HU" CLMFOMY oamm OI LIFT It). PLATE REanREb : ANCHORS _ 4-! ... -. STAGWOO I• WL WAITRON m BL.m 2AOIGAD : � 2•.4• woo0 I • STAGGERED W/ STI10 ON 9rIRi a MAY eE REDC m 1/4• A6 - •' ELATE REOURED W ANGIOAB oeew 1vw H}DINPOIEw WA D'4Ie4 IWE rFMYE 0 oR , ...- . (SEE SCHEDULE GN LOW AS ANC FOLL0MW6 mwIT10Ns ARE --- . - IMIp LM1E WLUS) LINT r 7RIC® Ir,Meltl,l A 6 //a• aC SHEET 11) COM LAW Oft I (DO 8 A WAOM 0M FROM 12 11r QC, MwCNO ALOI G ON (') FAIMBLIWW IhA�I.+ I (3) MAIL 36 OAR PA16 LOOM 5 LOOM 10 ISM A ANY (WOOD _. - -_ - f2I IeeWAAI LDIM wa 1EAGRI 6 ME 6 A MVMC" M FROM LA OM FAIR LDO W AID O N SCRNAL SHUT 11). . 7X•ALTERNATIVE ZN (4) 11/2' UDC 9IM= COMPONENT /M, WALL RE M IM MO ON WALL MOUNTING (3) wON1 PANEL OWAAATOA 6 ONLY ALTERNATIVE 1 W INIG AN CUP= Mom FRAME WALL SCALE 3/8-t• LUT t M16wDAnDI or 1 a LID S/WCDR &A Iw ONLY tM/O FOR NATO 2OIS 1. 7 AID 3 AllOUOWCI N A8TH SCALE 3/8-1- (A) e6MWT10M Aluo DOLT FOR WNO EEjW1� AM THE ton (7A E "00 O' THE ROIL ZOSS I. I A 3 ICI AGAIN [ 1 wa DeLR A. - ---- FLOIN BUILDING CODE Non fB h Velocity Nor cone Zone NOTE FOR COMBIMTTON OF SECTION , 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. " 09= tnl¢G NC. FJ. DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS a N0, III, °,*; 24 QAGE GALVANIZED STEEL $DORY PANEL CWNU of x*: TOP &BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR % q, STATE O = GLABAL PROTECTIai PRODUCTS, LAC. M/r/nn COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) - .. IL E C O INc• 0"; INSTALLATION, S 0,4. �ORID COHO 4em ". 5, NTIRT 2. FOR MEW WOOD FRAME CONSTRUCTION: WOOD U'7.o A. MAN a r. a MAN. r 9 n M,. • ti M. ••'•••••••' a- LWR-m"--Y1F r...w8n-,aH P,t4t: <w)ew-TMn TAK:(9e4)FIe-G67 20-175 ,S MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC / N .w.r oRrlwo 1r T1e T1. Te.rAr t DENSITY OF 0.55 OR EOUAL. NNNA TLIRFJMiE °°(f7,,6o, -,H,. Lm WATpG PF. rNm e M IR 1 '11 nwn� - Swli7'f A 9_2 sewn f10161 9wMBWY; (C) EQ_.Exwm WOOD .uIN SPEC87C ORAvIn_ c Dss uw.!. 1. STORM PANEL SOWN ON TWS PRODUCT EVALUARON OOCI)MENT (PEO.) HLS BEEN VE111FlED FOH COMPLIANCE N ACCORDANCE - 1/4•e TAPWN ANCHORS, AS MANUFACTURED BY I.EW. BUILDEA, INC WIN THE 2020 (7tn EDITION) Or THE FLORIDA BUILDING COVE " STORM PANEL SHALL NOT BE INSTALLED AT NIGH - 114-10 RAAELy,UE FEAWF ID ANO PANELMAtE PLUS ANNCHORS, AS MANUFACTURID BT RCO C0N51RULTON PIIOOVCIS. VEI.00ITa HIARRIGV/E ZONES (ANSI -DADS / BRO*NO COUNFEs) - ,/4Y LAG SCREWS PER N.D.s. OF P i A C WN DESIGN MIND LADS SIAU. RE DETERMINED PER ABOVE MENTIONED CODE O) BASIC G - 7/16'e . S/e• WOOD BUSNOIC. AS DISTRIBUTED BY ALL POINT SCREIV, BOLT dt SPECIALTY C.O. P EL BE 5 P wLE BE IN F 4 f SPEED A5 REQUIRED BY THE JNRLWOf10N WHERE NORM /MIEN STALLED, AND OR DIRECTOhAItt ACTOR H STORM KO-0.63 USING ASCE 7-16 AND SMALL NO EXCEED tKE MAXIMUM SD. DESIGN PRESSURE RATINGS INDICATED ON SHEETS i T 1 I • F P (A ) C ) ANION 8410 MA70D Of APCON ANCHORS SMALL BE /T AND 2 OR ELCO A1EU47E PLUS 3, 9 12 k ALE 10 /Q AND PANOMKL FEMALE O ANDALLIM UAALE FEMALE R ORDER ro VCmRr THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS OE7EAawFD PER ASCE 7-/8 SHALL RE FIRST DER " REDUCED TO AS.D. DES" PRESSURE PAYING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE III MA( (A5Aj C2) MINIMUMTHREADED PENIETRATKMREW H OF LAC SC, INTO THE WOOD FAMINE UNIT SNKL BE 1 1/2- NO THREADED DESIGN PRESSURE RATINOS NOICt1ED ON SHEETS 3. 9 TMRU 12 A 17. to PENETRATION INTO STUCCO SHw1 CONSIDERED AS PART a 11IE REDULRED THREADED PfNETRA110N. N ORDER TO VERIFY THAT ANCHORS ON iMM P.ED. AS TESTED WERE NOT OVER SIRCSSEO, A 33X INCREASE IN ALLOWABLE T I :�3 MINIMUM CODE DISTANCE Of LAG SCREWS INTO WOOD SHALL BE IN THIS STRESS FOR Mho LOWS NlfiE USED N THEIR ANALYSIS. FASTENERS SPACING 0 W000 HAS BEEN DETERM6iF,D W C ) E AS NWCATED ORAWRTG 201 ACCORDANCE WIN N.O.S. 2016. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WIN SECTION 1609.1.2 OF CA) MINIMUM PENETRATION OF WOW PUSHING SHALL Be 5/8' 1/4- 0-20 SCREWS USED S!ALL BE 1 1/2- LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS #00,401-01 AND /0219D2-09, AS SHOULD STUCCO EXIST, AND t' MINIMUM FOR WALLS WITH NO STUCCO. PER SSTD 12-99 A ASTIR E 330-02 STANDARDS. AND AMERICAN TESTING LAO SOUTH FLDRIOA REPORT 4112301-ID AS PER C.5) W CAA' THAT PRECAST STONE. OR PRECAST C011CAETE PNNE1.5, STUCCO OR T/000 BOARDS RE FOUND ON THE EXISnNG t- T T- T R CALCULATIONS PERFORMS M E W SECTION tso4 Of THE AS TO AND AS PROTOCOLS. AND AS PER CKCi1LA 0 ACCORAA/C / WALL ANCHORS SHALL BE LONG ENOUGH TO NEWT THE MAIN STRUCTURE SD O40 SUCH PANELS ODE FLORIDA BUILDING CODE. ANCHORAGE SHALL BE AS MENTIONED IN C 1). C2) t C_4) 2 ALL ALUMINUM fXDRV5IONS TO BE SOU -TO ALLOY AND TEMPER (UNLESS OTNERWISF. NOtED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AMID SPECIFICATIONS 0 THE ANCHOR'S MANUFACTURER 3. ALL ALUMINUM SHEET METAL USED Ai CLOSURES SHALL HAVE 3105-H14 ALLOY. 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION i THROUGH, 6 (SHEETS 4 I ALL STEEL SHEET METAL PANELS SHki HAVE STRUCTURAL OUANTF STEEL ASTIA A-633 GRADE 60 MINIMUM, G-00 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS A(D SMALL NOT BE USED. STEEL DESIGNATION W/FY. 922 AW (AFTER ROLLED). 9. IT SHAL 9E TEE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE VIITTER IS TO BE 5 ALE SCREWS TO BE STA04ISS STEEL 304 OR 316 AS, SERIES OR CORROSION RESSTANT COATED CARBON STEEL AS PER ON :;!Di4 O TO INSURE PROPER ANCHORAGE THIS STHUTITR SHALL. ONLY RE ATTACHED TO CONCRETE. BLOCK OR W000 FRAME U6DNGS. 5m16 W/ 50 WT HEl1U STRENGTH AND Po Aei TEN SU.E sTRENGTN AfBT SiNAL7 COMPLY */ FLORIDA BUILDING CODE SECTION 24113.].4. 10 EACH REGULAR STORM PANEL Wml LENGTHS OVER 90'. AS PER SECTIONS 1, Z 4. S. 6 AND ALTERNATIVES ITT. 3W t 4N ON SHEETS A. S, 6 AT 7 RESPECTIVELY; SHALL PAVE A LEGIBLE AO READILY VISIBLE NARKING INSTRUCTING OWNER OR TENANT TO 6 BOLTS 10 BE ASTM A-407 GALVANIZED STEEL OR AISI 304 SERIES STAMLM STEEL WPM 3B AM MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURHG PERIODIS OF HURRKANE WARNING 7 ANCHORS 10 WALL SWILL BE AS FOLLOWS: I1_ THE INSTALLATION CDNTRALTCR IS TO SEAL/CAQLX ALL SHUTTER COMPONENT EOCFS WHC4 RERAN IN CONTINUOUS CONTACT WnN THE BUILDING TO PREVENT *AND/RAIN w7RUS IN (A) ID Ex6TM/G P [IYNCRFTr - 1/4'0 TALON ANCHOR$ AS MANUFACfURW BY I.T.W. MADLY, MNC (Min. fc-J192 P.,..,) 12STORM PANEL INSTALLATION SHALL COMPLY YIHI SPECS NOCUTD W THIS DRAWN"PLUS ANY BULLING AND ZONING RfCUtAT,ON3 - 1/4" W . 7/0' CALK -IN ANCHORS, AS MANUFACIUN$D 81 DEWA.I WC PROVIDED BY THE JURADICTION WHERE PERMIT IS APPLIED TO (/4 W1 F.:3/4" fro -SET HORS, AS DISTIMBUI D BY AI P09M SCREW, BOLT A SPECIALTY CO ,3. (r) THIS PRODUCT EVALUATION DOCUMENT (P.E D.) PREPARED or THIS ENGINCr-R IS GENERIC AND DOES NOT PROVIDE WORMAtION p'a.t) 11,41 FOR A SITE SPECIFIC PROJECT: ,.w WHERE THE SITE CONDITIONS DEVIATE FROM THE PED - �'1.-10 PANEUNTE FEMALE O A PANEUAft PLUS ANCHORS. AS MANUFACTURED 8Y ELCO CONSTRUCTION PRODUCTS. 1� - 1/4'e ZAMAC N41LM ANCHORS, AS MANUFACTURED BY OEWALT, ,MC. (I) CONTRACTOR TO BE RESP04SOLE FOR THE SELECTION. PURCHASE AND INSTALATION INCLUDING LIFE SAFETY OF THIS PRODUCT A I) MINIMUM EMBELXWEM OF TAPCON ANCHORS INTO POURED CONCRETE SLAKE NE 1 3/4-. Y FOR ELCO PARELMATE AND BASED ON THIS PLO PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDIIONS DETAILED ON n1H5 DOCUMENT CONSTRUCTIONSAFETY AT SITE tS THE CONTRACTOR'S RESPONSIBWTV J/4. FOR ZAMAC NNUN 44CHORS. (<) THIS PREVALUATIONCEVALUATIONDOCUMENT WILL BE COWNSXN"REO INVALID If MODIFIED A2) CALK -IN A SOUR -SET ANCHORS SHALL RE EMBEDDED 7/9-INTO THE POURED CONCRETE. NO EMBEOMENT INTO STUCCO SWILL BE PERMITTED. 1/4• a-20 SCREWS USED SHALL BE 1 1/2- LONG MMMUM 94WW STUCCO EXNSI, (4) STE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGt6TLRID ENGINEER OR ARCH6TEC! WHICH WALL BECOME THE Ir AND T' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E O.R.) FOR THE PROJECT AND WHO *41 BE RESPONSIBLE FOR THE BUT WITH WING NUTS PROPER USE OF THE P E.0 ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE RED ENGINEER, SHAH SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE FOUND DIN THE EXISTING WALL OR FLOOR, AIKHORS SIW1. BE LONG DOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS IT) 714I5 PLO, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SGNATURE OF THE PROFB90NAL ANCHORAGE SALL BE AS MENTIONED IN A I) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT (B) TO EXLSrOHG CONCRETE BLOOD WALL ASn C-SIG I4. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4' a TAPCON ANCHORS AS MANUFACTURED BY I T w. BVELN x, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9,2 Of FLORIDA BUILDING C� ONE LABEL SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY NRTFN SECTION 1709-9.3 OF THE - 1/4' e . 7/8• CELL -IN ANCHORS, AS MANUFACTURED BY OEWALI. INC FLORIDA BUILDING CODE. 1/e 0 A 3/4- SOLD ANCHORS AS DISTRIBUTED BY AL PINT SUADV. B0E1 A SPECIALTY CO - I14- 10 PAKLYATE FEMALE O AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRO NII#t - 1/4• A ZAMAC NALIN ANCHORS, AS MANUFACTURED BY DEWALT. INC ��I'FR A..T%MINT B.1) MINIMUM EMBEDMENT OF TAPcan ANCHORS. FN.CO PANELNATES AND ZAAIAC N4M.M1 ANCHOR, Mro THE ':'"_ VCENS''4./ FLORIDA BUILDING CODE Non M h Veloe NlxHcone Zone) BLOCK UNIT SMALL RE 1 1/4• a 9.2) CALK-N A SOLID -SET ANCHORS SHALL BE EMBEDDED 7/9- INTO THE CONCRETE BLOCK UNIT. NO �,%,44 7 ., ei°!0 n"Dw. we 24 GAGE GALVANIZED STEEL STORM PANEL oRo 'M. � STUCCO SHALL BE PCIWITE0. 1/4' e-20 SCREWS USED SHALL BE 1 1/2• LONG MNNINUM SHOULD Exist. * _w MINal �hDAIL /j-�'�rc AND ,• MINIMUM FOR WALLS WITH NO STUCCO, y-qq STATE - - / 1` L LOBAL PROTECrTION PRODUCTS. LW. r 8.3) IN CASE THAT FRECA91 STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE 'CORN ^�� � aYw wwr"Mw EXISTING wAu. ANCHORS SNAIL. RE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHIND SUCH P S 'v>, ".. a6t. ,m ae v,_"H ,eOlr VaH11IWAL e. .dAe1(p.TIIN-eleD 20-175 ANCHORAGE SMALL BE AS MENTIONED W B.1) AND N B.2) S/ONA�, p��" y Nr� r r OIOItl16 L P.E YA/9PAnYP[fOME AIAfNBn, tF4TCa A 1ALP M- R, FIT I w t6 INSTALLATION INTO POURED P'oLURW CONCRETE _VN�•TCOIR;RETE BLOCK DETAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK POURED CONNCRETE '� CONCRETE BLOCx STRUCTURES :. REWrHEO CONCRETE ANCHORS .. REQUIRED. CONCRETE ANCHORS (SEE SCIEDAF ON..._ r,' SHEER 9 THROUGH to. -7 7 1 (SEE SCHEDULE ON /J /� SHEETS 9 TNNOUFAi TO) ._. (7) EXISTING POURED CONCRETE OR �:J I , .. 1C/ CONCRETE ROCK -. 3 1/4i26.H• O _L I— Y REQUIRED, _- IRUW W0.Ts -_.. _ - -_. .. _ �A1R._ .. _ _ _ I __ CONCRETE ETE HONORS ,E . - % 1 l iI.%; I (SEE SCHEDULE (71l , £-C i I ED , r--. 1 SHEETS B TMOUGH /0 ) _ ''-- 1 / . I r /1 I i (� �� f.� 1 I l!J 9 I 1 R _ .._ .. - qr.-aat• mi._ . Ian e I. - TRt IXANS. - - ; a�1L1M�o� r•ti E _ _ A-._ _---L-_. ,u/..•F-am• M SEPARATION - _A 0. -.� ro GU155. � 00 T4f) - ,. E.b �i X i'/ ` 1 i / EXISfRW (SEE SCHEDULE v Ma.. ;.. _ - 1 (SEE SCHEDULE GN SHEET J) 1 N Y , ;. t1AA5$--'; ON SHEET 3) PANE'l tENGM , I (SEE SCHEDULE pp I ; NAn/ SEPARATION "L• Ma.. 1 t' MAR. CON(SCECRETE ANCHORS 1.- �. { -_ - ON SHEET ]) 11 .. :.-._ _ ; gC EDLLE 1 LENGTH �0 FYA55. '1 (SEE 9CIEDI3) LENGTH 1 I (BEE L9000LE SCHEDULE ON 9NEiIS 11NIOUGN H 1 Y ON SNEER ]) ;... _:,- ._... _f_ _.. ON SHEET 3) 1 ;/.. ; OF t• I : E709TPi§.ti 1 I MAX. i I I \i i W/LSS 1 I i 1 .. aR r Ebr; l - - f • �%,C OF :r/ " r MVP. / / j l. 1 �j i E.D.II Yi ; '.. 1 1-1 _I 1 ` ED ..I I 6i� G E.D. I ANRICABLE) ;, � , 1 '• , •VI' ILO .IIADI Ie7W CCAOFK�I r %` 1 • 12 1/2' OG CONCRETE BLOCK I '. IL_ I CONCRETE ANCHORS;..Y� j(AS J fLwm tDt BCwW Oe -LG.-•�E9- I 1/I•-7a„• a•S. ' �- R ,a 1rr os. - 1' MARL-. REDURFD. - I i; -.._ ! _- /.1'', SCHEDULE -. __ i (SEE DN t _- 9EEIs 9 tNROION ,o) W/ ONLY MKN SOLO,:. _._._. .._. . . __JY-7ERNAn a LOCATION - SET ! C/1lR-R HORS :¢s.. �� .:v I \) ESA w/ w1EN - EXISTING POURED CONCRETE OR BLOL% ALTERNATE CONCRETE_ - � CONCRETE ANCHORS ARE USED REOUNEO. REQUIRED. ANCHORS CdICREIC BLOCK REQUIRED = STAGGERED w/ STUD (SEE SCHEDULE ON STINTS 9 THROUGH 10) (SEE SO4MLE ON SHEETS 9 THROUGH 10) ANTE 7/8-t LL W.qt 3/6-1• CT MOUNT SCALE 3/B-I" IT,w,� LAao`A/14p CENS FLORIDA BUILDING CODE (Non High Velocity Nulriaone Zone) Nr .. • E.D. .EDGE DISTANCE NOTE FOR COYBINAT70N OF SECTIONS' (SEE SCHEDUL€ ON TOP & BOTTOM MOUNTINGS CAN BE I 0. 4416E 3 * . •*E =9p :• f �- �q STATE OF'Avl:�� s • ( IRMI`,. AeD10 a100D' "F 24 GAGE GALVANIZED STEEL STORY PANEL iL E C O Uwe GLOBAL PROTECTION PRODUCTS, LAC. • .TUG I.W. 511T6ET r.. DO?A w: °' "IIt SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. �' 9 v u. Nw R. r WIM s I, MHr .Hr ; comp- IW :HMI AM-qM "Cie. DNw• FL SSt14 essay ws-75M• FAt, (BN)•w-sw 20-175 - r• IIANIN mm A Ton X., I.E Y _ __ ..."I INSTALLATION DETAILS FOR REGULAR PANEL (D INTO WOOD ALTERNATE LEG 4'xe' (No.) ESBST98D WOOQ - _ '•_.. - ALTERNATE PC BEAM REOINRED. STRUCTl1 ADEQUACY OF EXISTING WOOD x' ! t•� REGISTERED ENGINEER OR BEAM TO BE CERTIFIED BY � �'~ E9 I / .(E (li ANNC4RIECT PRIOR TO SHUTTER -! s. IN6TALLATIDN. WOOD ANCHORS ALTERNATE WOOD ANCHORS I -, t• W. -. �� v(SEE ON •VI' IID1 "IT SCHEDULE ON (SEE SCHEOLRE s . O - AHF IIADtt /Ot OR i i >oEw -EA--:-E:O-, ,' ' . ) ax - N REOUARfa '. - ;- - 1 4I,-> � e0.n - 2 I � - W e e 1/4' OL a 1 I WA55--I HOOD ANCHORS HORS ) I t I (SAE SCHEDULE ON - 'YM. 1 SEPARATION TO 1 0 SHEET 11) --1 GIASS.(SEr I 1 1 SCHEDULE I 1/.•A-aenr 1 ON SHEET 3) 1 e0.tt W I MINI. 9EPARATON TO GLASS. ; ." I- i - -..- ± -,. pe[ nw M r (SEE SC EDAL ON SHEET 3) R la/a• eDi1t'. -L I1 � PANEL LENGTH .. 1 � "L• MAX I _ -_-_-A,- .- I w Ea Rau (SEE SCHEDULE (SEE SCHWULE iSil 1 1 LOCH 90 r-n ON SHEET 3) I_>-- .�.. i_.Re" ON SHEET 3) -�E 0 I r.-.. . STIR I 1 i o n J MAX. I I OF t" (-} 1 I j� 1 L __N 1 �:.i U L S. I O 12 1/2' O.C. N .. ` ; I EO , .. .1. - NO FUNtSmi I �1 ,/4Y TUN,( e0.Ta ALLOWED GGVV "... �r 'w6,/P O.C. ---_.____.... - ,,i -- ".; _ . __ _ _ 2'X6- WOOD 2'.4' WOOD PLATE __ -_ DECK REOLORED - 1 W000 ANCHORS __ REOUNED WOOD ANCHORS - (SEE SCHEDULE ON j___ (SEE CHEDULE ON - /4 SEER 11) 11 --_ -- `.--"- 2, MRn...`- -- - - -- ---` - - �fjI1NG AN[I FLAiR MOUNTING RUILp-(?UT MOUNTING ALA ALTERNATIVE 4W SOME 3/9-1• HINNNSALE 3/8-1• tllA> � .l • NOTE FOR COMBRLIATKRN Or SECTION : l�S: s T NO. 4416E x * . FLORIDA BUILDING CODE (Non h VelocityHuMeene Zone 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. "mTM� � 24 GALVANIZED STEEL STORM PANEL a,y1'o, TOP a BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.iLQ AND PANEL LENGTHS s( SIATEOF •;� fE COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 9•.• i. INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 1c$p"T,. lei C : nT"m MEMBERS TO BE SOUTHERN PILE No 2, W/ SPECIFIC 'IA,F - "� IL E C O Iwc. �• PROTECTION PRODUCTS. LTC. DAIS S.W. DENSITY OF 0.55 OR EOUAL. ti ORAL E _H , n3]r 6 An .eoo s.W. et snm NAIINIIIIAN,IN/ `" _ _ DoNt. R 3p1• T 2� A.w Norrl-R mr 20-175 / Hr-.:lllf� M-Hr�i N,-- "'Dw. 4)Mee-7*W FAIL (6M)W W-eW PE !A/LMr7YTM/owt C. R r r rt - M PWDWe 11• OLM ML M�t]rIY.. PE W LQf T O It a-.. N a) .1-- Cn N _ ?6 O a) � U 0) Q O -o C .Cm CC U 'a N � -2 _0 _0 U _� ..Q OO L.- a) Cu p O CQ �_ O Cu > 'Q^ E O 12 .� .0 v'^ ii Q , \ fm 1, -O .► 4 �✓ 7 u1 Gr g m � � + C Li- O- < , 3: tA N N L a ✓ N Y '. L d d E CZ � O 5 Q 9 3'3 Lo ►. R d W .0 = J 0) 'A Z,� C. c E N CD d J 2 w mi W Q Z Z Q J a. n�'B W V Cu O L- CL CL U 0 a- W CIO SHEET N0. SH 1.3. k �37OR maef= 7ie' WOOD BRAE . 2. r. AM'105"-14 04 S4 & 5 8013-1ADO=A 1Ax AWAE wffm1 1 3/4, , /2^ IAPQDN 0 2 O.0 1 1 1/4 1 1 311' AAKNOR Be 'r aeteC =1M elOca D. EOL-4. DR®21t.41 wow "VA RLAIRED -5 II/r CAP . ............. Mn 4 LIZ E IAAus LOCATION 9 12' O.C.VARIES BBS OWL v- w< L CIM 2 • i ALUM. ANME ON "-- - POURED CONCRETE, 00NOWIT - NET. AUJIM. DENY IL3105- 156 SHEET ar BLOM OR 2'.' WOOD FRAME -1 - - - - - s t-1 11 REGU0 \� 2- - 6063-" ALLOW 112- CPR. ALE. AIKIUE St. T/4% - - - - - - - M­ GAP 1/4* BOLT 4 1 r ..072' • Woc_ J;0S­. OR 610113-0, .10, VA1.0'aft cae'It AMIDLE CASE A (PLAN) CASE 0 (PLAN) CASE Q (PLAN) CASED Iff SCALE 1/4'-1' SCALE 1/4--1- SCALE 1/4-w SCALE OR Chut-44 OR ELW PAXIMMITE PUMALL 0 00 ON 41) .9 0 .0Fa RED DaNCRIE Svc 0.'-0F= AT "X=Ru IrIx 0111, 2%4* WOOD OPENING cz FRAME RMUNNED -PPLIUW W* 10 -S.x mrm s I D. 2*.* WOOD "welew & J� RECLOU Ma. VARIES It--4 x)-�rxm FIQUILIEL TO S' Mae, WALL (NEVM CUT CID PAIRW X 9.0 DISTANCE CASE Q (PLAN) BMINIBIBI, e SCALE 1/4.1' 0-te 0 KII.B.Ir X;% u... VAUD FOR DIRECT MOUNT OW41ATION ONLY rat CUITIFTED PANEL INFIA"TION AT WALLS Wl 9 Nre AA197 SURFACE LEVEL VARIATIONS WIDBIN 3/4- CASE E (PLAN) SCALE 1/4*-1* CASE F (PLAN) SCALE 1/4--1- MAXIMUM A.S.D. DESI N PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING scHEDGLE FOR REGULAR siogm PANEL I wsuminoms INTO vmp STRUCTURES (VALID ONLY FOR PANEL (DINsTALLAnoNs As PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX AS 0. DESIGN PRESSURIE RATING MAILMAN ANCHORS SIRACM FOR E.D. . AS SHOW ON SHEETS 6 A 7 APPIX41311 ,7VW7,, = OF THEM PANEL LENGTH L. (ft.) TAPCON LAG 90" I PANIEL.M1kTE FEMALE 0 PANELMATE PILM WOOD BUSHM 3 Ir Ir 13, 13' 13- 13, IN (BOTTOM) 6 11r 6 1/2- a /2. 1 ". 6 1/2. 2w M a' a 1/4' 12 1/2' 5,-w Oft LESS as 13* 3* 13; (YOP)- "S. -46 OR LESS 13' 13, 13' 13, (601110111) 13* 13" 3- 13- 8 1/2 - (lap) 13* 13" 13' 13* Ir 19 (BOTTOM) 6 1/2- 6 1/2" 6 1/2' 6 1/2' a 'Ir Mee) -- - 6 1/4- 12 1/2- a I/C (90IT-1) 4 1/2- 4. 6 1/2- 6 1/2 4 1/2- to 1/2' 9 1:/2' 1:2' 4- 1r 1- 13- 1 13- • SEE TABLE 01 FOR WX. A.S.D. DESIGN LOADS it WilL PANEL LENGTHS WEN SPACER (9 IS USED, 1>ORRESPOND9i13 ONLY TO ALTERNATE 2W ON 94EET 6 MAX. A.S.D. DES" PRESSURE RATING MAJONUM ANCHORS SPACING FOR ED. . AS SHOWN ON SHEETS 6 Ar I APPLICABLE I & ANY comew4vm OF THEM WAXIMUM PANEL LENGTH (11.) TAISCON LAG SCREW PANELMIKTE FEMALE 0 PAN."U"A"E, PLUS WOOD MAKING 13, 13, 13' Ir 13' ew ITEM Ir Ir Is, Ir 1. Tit (Wrfw 6 1/2- 6 t/2- 6 1/2. 6 */2- 6 1/2' 29 (TOP) - r - 6 1/4- - 12 1/2' - - 6 1/4- 2111, (WT.-) 3 OR LESS 7 112 a, 30 M r 3w (B0YTON) 13* i3w­ +45. -48 TO 13, 1 13- 13' 13, 13- 13' to' w it Ir 13, Ir a i/4; iw (wroe 6 1/2- 6 1/2' 6 1/2' 6 "1. 6 1/2* (TOP) - - 5 1/4* 12 1/2- 6 1/4- 6ji) TO - 7 1/2- 7 1/2' ITOP) 5 1/2- It. - 3w monowo 13- 1 31 1 L 'r 4 13* 73" 1 10' 4W (SDITOM) • SEE TAKE #1 FOR WAX. A.S.D. DESIGN LOAM & MAX. PANEL LENGM VIRIEN SPACER TS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 Jwz-jL a A.S.D. DESIGN LOAD MAX"N PIINEL LENGTH 40 PSF OR LESS 6'-0* > 44D PSF TO 50 PSF 5'-2- > 50 PSF TO 60 PSF W-10:7 A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE MMALE 0) OR PANEL MATE PLUS ANCHORS & W1 SV;W-tq& 1/2* O.C. MAXIMUM A.S.D. bESIGN PRESSURE RATING (1a.z.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL (1) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(DINISTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAX. A.S.D. DESIGN PRESSURE RATING (P.-J.) MAXIMUM ANCHORS SPACING FOR MIN E.O. PER SCHEDULE BELOW APPLICABLE TO SECTIONS PANEL UDICT. v MAX. A.5,0. DESIGN PRESSURE PLAYING MA)MMUM ANCHM SPACING few LOW LO. PER GG+c"L BELOW APPUCABLE TV AMXIYtw LENGTH UPCOM I SOLID-SET.1�2 I`EMALf ID PLUS ZAMAC-AMILIN CALL -IN tApCON 1 souii- 0 PLUMS Mx -IN I TO To W OF D-It" or THEM +45. -45 Olt• 1.121s W 13' 13, 1.'. is" 13- Ir 13* Ir 13, 13, Ir 13r Ir I MP) OR LESS 1 +45. -45 To 'w'-ft 13. lar Ir Ir Ir Ir 13" Ir 1 13' Ir it 1/2, 1 (w) 5- OR LESS - 13- 13, 13, Ir 13- 13" Ir 117, 13* 13' Ir Ir I (BOTTOM) 13' ". Ir 13' 13" 13' Ir 13, Ir I W Ir is 1/2' 1 (surrom), Ir IV I:r 13, Ir 13' 'r Ir 13, 13' Ir 13' 2 MM Ir 13* Ir 13* 13* Ir 13" ?3d_ Ir Ir 13. 11 1/2. 2 (w) IS- IS- Ir IY 13- 13- i2F 13- 13- IY 13- If 2 (BOTTOM) 13" Ir 13" Ir Ir Ir it 13, Ir 13* 13' It 1/2' 2 (BOTTOM) Ir Ir tr Ir Ir Ir 13! : 13- 13- 13' 'y 13' A (TOP) ir Ir Ir Ir Ir 'r -i -11e 13' -1/2- Ir Ir 13- Ir 11 1/2' 3 (TOP) 12 Ilr 12 12 1/2' 6 1/4- 6 1/4- 12 1/2-12 1/2' - - 16 1/4, 6 12 1/2 12 I/P a 1-17 ;-2 12 1/27 6 1/4* i Ile i (Bartow ir r r err Ir B, w . r S' 7 1/2' -(w"01Q 4 (TOPS 5 I/r w IV a' S 1/2" r 7 Ilr C S' 4 Mai, Be, e - 1. 4 (ICTION) ­ f3' - 13* ±:_ -- - --- 1:__ - - - !'__ - - - ­!:_ - - - 4 Ir_ 13' Ir-. t3F 13,- 13, I !Y ur s­ffo-pi- IF '3 t3' 13- ­ Ir•Ir 13, 13- -1�3 1i; Ir -- 13;� ---- tr Ik IX -- i I - s L(-Too _13 Ir Ir IY Ir 13- - 13' - F13 13" L7-1 (BOTTOM) IT 13- -- s3r I 1- 1/2' 5 WTO M) 13* IY t3, 13' Q' Ir 11. ---1 .-- 13' -:-- 13' Ir IS 1/4" 13' 6 7/4" 6 (TOP) 6 (0077.-) IS IS' Ir 13' 13, jr Ir Ir 13* 11• Ir 11 1/2' 6 (10P) - G -1/4' -A 6 1/4� 6-- 1 1/1' - 6 1/4' 6 Ile 6 1/4e* W i7/ - 5 1/4 1/4- 6 (Wrt.-I 13- S' it 10 f/2- 137 7- 111- 7 1/2 1; 5 1/2 13* 4 1/2" If LOP) TO 14'-4' I Ir r Ir 13' 13' a 1/2' Ir & 1/2- 1 1/2- 6 1/2' Ir 5 111rit 0OP) �5'-r To 9 .-G. I ir_ 13- 13- tr 9 1/2 Ir 12 1/2110 1/2 7 1/2 Ir r It (BOTTOM) Ir I f 7 Ilr tr 13, 13, to, 13" to' •a, 13, 6 1/2 . I (BOTTOM) 10 1/2- 13- 7- -4 13- 7- 7 1/2 5 1/2 1 Y 4 1/2* 2 (TOP) 1 3' 13* Ir Ir 13* 13' a Ill' Ir IS 1/2' 9 1/2' - 4 1/2 - 13• 5 3/2 •2 (TOM _13 _13�_ 13, Ir 1 9 'r 1 2 1/2 to 1/2 7 7/2 13• 6 1/2' 2 (BOTTOM) Ir 7 1/2- 13- 113- 13- to' 13, to- it' • 13" 6 1/2' 2 (BOTTOM) 7- 13- 13* 13, 19 1/2 10 1/2 7 112 '3* L/2 3 crop) 12F 7 1/ r t3" III' Ir to' i3r ir 11' 1. [13 Ir 3 6 1/2* 3 CTOP) 2 1/2' 1�2 /21 I " 5 Ile 6 1/4-32 �! 1/216 1/4- - - 6 1/4- -t 6 1/4-3 (BOTTOM) _ 12 In 1/2' 6 1/4' 1 Ile 12 1/2'12 I/v a Ile s %/4- 3 ii-oriom) -66p-- - - 5 1/2' 7* 3 1/2' r 4* - 1/2' 3* 0 1/2' 31 - (TOP) 1 1/2- 3- r 5. r 4. a. 4" jjj�!j 1 1/2* 1 1/2* I Ile 1 1/2* 3- Ir 5 1/2' - 7 1/2- -- 4 (BOTTOM) •, 8, 5 !/2' - 7 1/2' /, - 4 (BOTYGM) -�-3�­i';- -T3�- 13- 13' . 1/2' I 13r 19 1/2' 10 1/2" 7 1/ w s (TOP) a Ilr is' 13* Ir to- ir to, it* I w •It I /2� 5� Ir 13, 13- it 1/2' _79-ro Ilr 1/2 7 / 12F 14 1/2' 5 (BOTTOM) 0 1/2' Ir 13, Ir to* Ir to' It- 1�2- i (Wrrom) 3�; 10 1/2' Ir 7' Ir 1/2, 5 11 is, 1/2-16 (1-- r tr W i3l 8 'IV IS' 6 1/2' 9 172- 5 If 1 5 1/2-1 CTOP) 6 t/4* 5 1/4" 6 Ile It 1/4' - I I - • 6 Ile 8 1/4- 5 1/4 1/4 - - 16 1/4' 16 1/4'14 CSIOTTO-111 SEE SW It "M ANIMONS TM Ar SPAC%c MR IMSTAUATKAS 000 01000 MAK BLMDM • WAWAIM MOM SPAENGS AM WMM HOOF. DISTANCE ARE INISCAM ON THIS SCHMAL AX1 to LESS THIN NOICATED 04 SDIENU ROM AMCNIX SPACING we WATVHVING SAOCM %am ON so"" BY THE TOLLOWNIQ FACTORS. FOR TOM OPIDS001111, TO K POSSIBLE REMNED SPACING DIRAMEE, MSS FA" SHILL Pa BE LESS TWA eel"Al WOW M00170 FOR EACelo ANDIOR TYPE OR no SCHEDIAX 1/4* Ile, Ilel SCHN TYPE -12f I - --ft* - _ wwmw AMONOR SPA0114 (1.) 3 3 a 111. a 1/7 ' 3 3 Ilr OWAM 3 , try 3 I/r 4 AMM omm (M) FACTOR as, 0,90 a" r .10 ILis IA0 ISO 3 I/r 10 AD I IJ00 r SWAM ONLY VALID WHEN SW IS USED SEE W #I FOR MAX- A.S.D. I DESIGN LOADS & VAX. PANEL WHEN SPACER " IS USED. MLL& a ASA DESIGN LOAD MAX111M PHANEL LENGT 40 PSF OR LESS 6*-B* > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5,-10* A MAX. PANEL LENGTHS ARE ONAX VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ " SPACER At 12 1/2* D.C. FLORIDA BUILDING CODE Non t ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14, 13 3 R- A/13. R-2A/ I: MAIL 113, R-3A/14, R-18/13. A-29/M R-30/14, D.W(j), �-L ft *R-11AW/15. R-2AW/15. R-3AW/16. 11- 19101115. R-29W/I k R-31111111/1 6. or F-T• ---- ----- L/2 (USE FOR PANEL LENGTH MAY PANEL LENGTH OVER V-6.) REGULAR *E"AO STORM PANEL I W-ar 0 +40.G. -40.0 P.f. (W/ avow Me PANEL LENam BOLT) ----------- -------------- LIFE SAFETY ORA PANEL 7*-G' W +50*0' -N.0 P-f. (WIG OVERLAP MO PANEL LENGTH BOLT) A USE 2'-B - SIR. PANEL LENGTH AT ALL kgxwywm S.S, EA At AT sv L/2 ------------- ------- --------- 1 � STUD S' L91=0.%1T SAFErY PANEL BOTTOM D.M.,0------- 04 WING NUT AT EXTERIQR WIND NUT AT EFT PANERIGHT PAWL 3 3. NOT LEFT I I t INSTALLATIONS ONLY VALID FOR WP40 R-IA/13, It-2A/13, R-3A/14, R-1B/13. R-2111/13. It-30/14, I SPEED UP 70 170 ..P.N. R-IAW/15. R-2AW/15. R-3AW/16. R-IBW/15, R-29w/15, R-Sow/is. ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14. Is ass) V4�'6X. GAP LIFE SAFETY STORM PANEL (f) ELEVATION OREGULAR 2.5117' SOME 1/4--1 -TRIEWAR STORM PANEL (ENSTORM PAN! ... . .... ...... - lip - --- ---- ------- ----- 9114- �­­11 iii 1 -­- ............ 4MAX * ------ -------- ------------- LIFE sAFEYT PANEL 2 X S'W. FLORIDA BUILDING CODE (Mon High VeleacIfty Hur cone EXTERIOR V'i­ ;24 GAGE GALVANIZED STEEL STORM PANEL \Ae C� - GLOBAL PROTECTION PRODUCTS, LLC. 01 SECTION A -A 4WD A.B1. 51 STREET SCALE 1/4--1- 1 Q`w_ OIL =I.L.B­SK, 20, INSTALLATION DETAILS FOR LIFE SAFETY PANEL in INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/410 TAPOON Ile* TAPICON 1/4-0 TAPICON _ ­ V5ST1NG POURED1/4*0 TANICT -ZW� ANCHOR a 91 b.c.- ANCHOR 0 9-ae ANCHOR Be 9' OZ CONCRETE OR ANCHOR 0 2 O.0 . CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOM -20 20 -4) EO ED* Iz. . . . . . . . . . . . . . . . . cii 11- SEPARATION- I II-APARATION• I I I %r ZVON TO GLASS. Rr wi 10"LASS-It A a I - T • I I LDOW ate, r-41) I I It If II 1 :* I L* 1 v Le•AX I I MAY PANEL LENGTH f" PAWL MAX.ULEAXNGTH 1111 PANEL LENGTH r PANIEL LENGTH T V4 (SEE A (SEE ELEVATION IT I (SEE a I ELEVAIM 9 V --- - 0 1 ON ELEVATION (SEE ELEVATION ON SHEET 12) 1 SHEET 12) 1' win, ON SHEET 12) 1 1 ON SHEET 12) HP IT IF- -10 Ci L/2 i 1 ji f I0 1/2 1 3, Coo E.G. ED A- I EG .Ix WV= 9 12 612 *at, IWO. nA 4 "IOIN 1 416 IIle* TAPCON __1/4'# TAPOON ANCHOR.DO.C.O.C� ANCHOR 0 a, D.C. ANCHOR 0 9, O.C.ANCHOR 0 9' O.C. CONCRETE OR .-OtISTING POURED CONCRETE OR DUSTINIC POUREE, CONCRETE OR ontm POURED CONCRETE ON 1=mp= REQUIRED. tONCRETE BLOOK REQUIRED -CONCRETE BILM REOUPIED -CONCRETE BLOCK REIDUM. 0 NL u% QLS 0 A9*"ANEL 0 WMALS WALL MOUKTINGS WALL IWOUNTINGS scA, SEE SHEETS 15 At III IN ANCHORS MOCK Intel: 1/47! TAPE & WAGM FOR "PAUATONS Bno 01000 nv&c WADOM omwm ANCHOR SPACHILS AND UNIMM MINIMAL acHost sweaveat C.4 IANM ftKKM a" w 3 EDGE DFLANCE I'll ON TED SCHUXAL to Lb. =%=_ . IN ON SIMIMILE REDUCE ANCHOR SPIDING BY NER.ipLr,MG SpAcwr SHOM ON SCHEDULE BY THE rDUOWM FACTM Ana 89t oisiews: OW now 035 FOR THIS OPOINTIEW 70 IN MSSW. REJXXVI) SMWMQ MAN" USM FOICIOR SKILL Nor BE LESS THAN 2-1/r "I M�A UVZOC MANDATED FQet EACH ANCHOR TYPE ON INS SCHEDULE m .:. 3'/2- -I.-& CD CD to > 2 C:)- a 0 CD- cu 0 Cn -aj L-. CD CU 0 -cu Cn 0 c 2 C:)- = 0 0 LL CU 0 > E 2 cn CU8- 0- -0 aVJ < INSTALLATION DETAILS FOR UFE SAFETY PANEL INSULATION DETAILS FOR LIFE SAFETY PANEL Ci INSTALLATION DETAILS FOR LIFE SAFETY PANEL 6) INTO WOOD STRUCTURES INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES 1/4-0 M -AMR oR WOOD HEADER 7goo HE HEIM ANCHOR 0 9• GC. V�. CONCRETE BLOM -=RrtR -,EQUIRED ED -=fl x OEM WOOD HEADER CONCRETE BLOCK Ow Cn -4-0 REOL4RM REQUIRED 1/4*0 TAPOOM -0 TAPOIDN ANCHOR Be 0- O.C1 ."A" Y4 (D 7 �7, ANCHOR a 9' o.c. C. D.C. 1/4' Y W& -j 02 4) -02 W­­ 1 1A i Ile LOS fikx. " , -1/2 • U) 2. L2- L ICU n '(D 0, I SEPAMMIN 0 TO QLASS, EXtSTINGGLASS _j 1, it 4 10 > E..nIq Ran r YEA. GLASS t 0 Cer"Y"Al SA V" I E MAX. nNEL MAW It cap T-4�p GLQSI`1jQj Le-W QMIR r-r) PANEL LENGTH =%rrm 6' PANEL LENGTH a MAX kw� I OL . ­1 1 . lt V MAX, (SEE ELEVATION 4 IL I PANEL LENGTH I (SEE ELEVATION L. PANEI, LENGTH v M.. I A (SEE ELEYATION r I *L' MAX, I ON SHEET t2) (SEE ELEVATION It I LL­ PM41 LENGTH SHEET 112) PANEL MW ON SHEET 12) 0 PANEL LENGTH PANEL LENGTH (SEE EL= -T (SEE .1�k. 4 ON SHEET 12) (SEE ELEVATION ee- r ON I (SEE ELEVATION ON S"EET Q) ON SKEET 12) SHIM III) ON SHEET 12) 01 1---StPARAIM 4 TO CLASS. I. Site, v GLASS I' Men. -0 4) It 10 er -01 To -Z L/2 --'-wTON .0, : 0 TO GLASS- I TO GLASS. ARATION L/2 0 EXISTING POUR • EXISIM I OR '�,, �­�� P CONCRETE It ­jr I CoNcItm BLOCK CONCRETE 04, EQ EQ. -A t to yv ac REQUIRED. eaterw f f EQ. ED "Eouotm ­41 /2-EEO 0 EQ C41 -04 2.4' wQqD I PLATE 9 12 V, REQUIRED 2-W WOW &MM 114'0 TAPCON _!/4'# TAPCON 2 2 .4' WDe t�* I. O'C' lv'4�P TAFOOR O.C.PLATE PLATE CIO 0- 0 LLS ANCHoAR 0 fflffikLEL I ANCHOR 0 9" O.0 04 1/4*0 PAHOLMAIC PLUS REaILRED -0 PAHELMATE PLUS W/ STUD STAGGERED W/ STUD REQUO" APCION REOUIRED ANCHOR 0 0'JJ4 BS ..0 1/4 ANCHOR ar000 ANCHOR 0 12 1/2' OX ANCHOR 0 12 1/2' O.0 WALL MOUNTIPM WON -ILATE -01E SEE "M 15 111 It FOR AWNZM TME At SAACMI FOR SCALE 318 REOUIRED REWRED Cn INSIMUADIM WID WOOD FrAM DAZOM MINIMAL ANCIMOR SPAMNIIS AM VAWAM EM INSTANCE ARE DO MM ON TM SC EPEE. MR E.C. LESS TWA ICU *MUM ON SCHEDULE AMAE AMENDS SPACIND In W&APLYING VACM ROOM ON SCHEINJUL IV THE ALTER FOLLOMMIL, FACTORS, MR THIS OPERATION To WE POSIMILL EW R-jBW 0 REGULAR M InDuCto spicso copmom U06C FACM Sw" MIT BE *64RENQUOLAR M RNA R-38W 0 L1FE SAFETY PANEL wale LESS THAN wwk%m VII00 INWATED FOR EACH AMOM eftn .TOPE ON "a SCH[VtAL WALL MOUNTOW WALL MOUNTINGS WALL MOUNTINGS Ile. 114, ANCHOR "K WALE 3/6-1- 0?.�7� SEALE 3/0-1 3/5-1 vaosl we&* - �4 LLJ elo. 44157 3 AS, We" No" wAam 00 3 he- AA -a' FLORIDA BURRING CODE Non High Velocity Hurricane Z*rHS)1 EN %. FLORIDA BURONG CODE (Mon Nigh Viviocity, Hur cone Zone) FLORIDA BUILDING CODE (Man High Velocity Nurrkone Zone) •raeMSIBM3 3 F.P. : IS am cam 11LISM pc� .2m wW= W. 24 CAGE GALVANIZED STEEL STORM PANEL am "Am M, 24 CAGE GALVANIZED STEEL STORM PANEL fp. < "MMMA" �aw 3 31/2 SY 24 GAGE GALVANIZED STEEL STORK PANEL x am" Per I INSTALLAIION ARE ONLY VALID FOR A.S.D. .4067 INWIN IW '1! NIMBI, Iff, DESIGN All )*F,,4�74 New STATE 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. v 0•- ORA GLOBAL PROTECT" PRODUCTS. LLC. beat, =ft LLC. at"/3= PRESSURE RATINGS Sp4EV� MO PANEL LENGTHS AS W/V/n= DESIGN PRESSURE RATINGS (pe.f) AND PANEL 1% .. ........ I E =CO,-, CLOW PROTECTION PRODUCTS. DOE PER ELEVATION ON STATE 0 GLOBAL PROTECTION j am- PROOMM LLC. ---- -- ­vftspe�qw pea -we, PIONE, (W)US-PA4 Th" tm)"*-m 20-175 pKaw na. PIKE. IL 3311 te-Val Vele-M.- MAIL In. 33314 z lifI7 IL I -on SA 51 slw -DOE- LENGTHS AS PER ELEVATION ON SHELF IL z 4= S.W. Be slow 2. FOR NEW WOW FRAME CONSTRUCTIOk WOOD 'rLOR 0 )NB-7$W =(.w.. PIWIL .M �� 0". ft SU14•2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Ne� �i6 0,. Se.-BeNee-tee See, %:;�.t MHS -175 -175 Get .W MENIBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC A 20 SPECIFIC 20 ,SNN MEMBERS TO BE SOUTHERN PINE No 2. W/ SPEC NNIW�� -- �.! - 1 - 1 - - I- DENSITY OF 0.55 OR EQUAL Plevew W. Dow" IIIeL PE Be, 1 1 ABS I-- - 1 DENSITY OF OSS OR EOUAL Pt. SEAL/SeCHOUNIEMIXE PE ME%/Dwnso= MID FEM9 ! I 'I wit WALTER � Tun Fffq owlewlsi Romm M. a IN t�l I FAAMM � If L..v SHEET NO. SH 1A INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL 1 Ez1/1e, INTO POURED CONCRETE, CONCKTE BLOCK AND WOOD STRUCTURES Ezi W/18 ANCHORS -- -__(SEE SECTION Q, s ALTERNATIVE QTw ON SHEET le)__.. FISUNG POURED �. WEL (PIKE �p.� .� 'T• LrEI.. CONCRETE OR ' \✓� NOTE 2) -w� �:INDIE CONCRETE aLOCK •,.� J ANCHOR a 12" 0C. i ENO ' - �tjt8"•ALUwNOu 1 � REWWEO. � RIVET *LAST PANELQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE I 1/4.0 IAPCON 1. t•- +14,1r HEX HEAD TFX pID00 _ Jlt4r t' HEX HEAD TEK L PROVIDED W/ REAR HANDLE TO FACdIlTATE INSTALLATION IF tNTENOEp I ANCHOR a 12' OC - SCREW a 64' FROM /EQMED i SCREW e�/r• FROM p_- �'% I TO BE INSTALLED FROM INSIDE OF STRUCTURE. EDGE ,y �Tj EDGE OF VJ AT T PFR � ( I F ' O L4.J i� i t INNEL _ _® -I-7-1-r'{t(I��INITIoN OF SF c 2000: E-z HANG STORM PANEL SYSTEM I F D T• - - - - M = FO C.,Q N Q 1 I (ENU PANEL iwriAIOR PANEL) (INTERgR PMIELEE� (MFERIOR P9*1) (END RJFIEIIMAX CONcr- S' T NG Of PANEL + Cont TRICKS TOP A BOTTOM I I tn" SEE NOTES 2. 3, 4 I 4 ly 1 SEE NOTES 2, 3. (2). ENO PANELS SHALL ALWAjjS BE CONNECTED TO BOTTOM TRACK )/r•!-Hat• 4lx• (V tA•timn' M1 _. ___i a ,/.• Rc� �R I N O A 3 ) I OTHERWISE A STOP BAR SHALL B£ 1PRGI)OEO AT TOP OF SUCH 1 } ss ePLrs M e t I en N 1! PANEL LENGTH PANELS Y 1 �`MIIM 11 I 1/2' All ' } e 40 D PA.r p T Kn 1 t2 MN wFE1 .. I-SEPAMI%1N 1' Min C1.1 r0 1 (s) IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION EXISTING N TO CUSS A_WM EY SINc p SEPARATION I t-0Y _ y Y • 4,g _ L i SHALL CONSIST OF 1/4's-20x3/4' M.S. W/ 7/BY.3/31' WINO. JI GLA55 --N 1) IN P CU,gS"11 TB GLASS. POP 3 �` II ]TID iNvlfli w/ 1/4e-2px 1' NUT OR 1/4"ex3/4' hin THUMBSCREW INTO TAPPED BOTTOM 1 N B ( 1Z s a1 ! 1 BOL75 W/t®• FA OVERLAP TRACK LOCATION OF FASTENERS MAY BE AT ETCHER OF TWO IL - -- ° (SEE SELTIOINS APPLICAR£) Eirm"R MT FLANGES Or END PANEL. 1/4•.-Ar -. N -r_-- 6'-0' u. - /� -: O 6'-0' p L- Q MAY MAX Ji - _ _ __� _ 1" (4), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM o G e R 1 I PANEL iH • s. Ran • N I I PANEL LENGTH ! I 3 3 -.- - -. - -- - I MAN I TRACK (I e A STOP BAR IS ONLY USED AT TOP) AT LEAST TWG e PANELS SWILL BE CONNECTED TO BOTTOM TRACK LASING SPECS n -- r JJ_Li1J_LLJJILIJJ_L�iJJ1LL_)1�1L1J11L_JJ_LLJJ1gLJJ_11JJ 1_-_ PANELINDICAS TO NOTE TRACK ABOVE_ O SUCH CASE, CONNECTION OF SEPARATION I ; x I a) ( PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. N `1 SEPARATIONWill1-J/4'e-20,2' S0R v _ I ° v -... n 10 C1A55 1 � p To CUSS THW185CREW OF V I v1 C1 n p '/4"A-ZO,2' Or -L- B I • SEE NOTE 4 __: - • ! �. S' F=-T ( TMUMBSCREw 01I E=_MittSSE 9(7'� �gg SEE 1' W, IOHIS ONLY VALID FOR WINNOTE x /V,.4y ANCIWRS1101E 3 UP TO t70 m.p.h. H I -_-_-fSEE SECTION Ell A ALTERNATIVE EVEN ON SHEET 1e) _-_. ) O EU I E21/18, T T Eo EZtW/18 :+ -1 to 4'0 TAPCON ANCHOR TYPICAL. ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (iD SYSTEM (t) � l I 12' OC 1/4'0 TAPCON { ?'AA' 11000 EXISTING POURED . _ �... ANCHOR O t2' D r COI/CRETE OR PLATE REoi11RE0 2.887'(MN WRAP /K, `�. GAPGONCRLTE BLOCK . - ., MIOLE WN1LY) REWIRED - WALL MOUNTING BALL MOUNTING MAX. CAP '^ % SCALE 3/8-1"N EZI SCALE TIVE ALT8-E21W SECTION A -A ABn„ tUl IgpHr4 aN,Plpali�t� SCARF 3/32'x!` s`�Q'�F,�A: Tl1(/trir4 ar �41 •... ..,,..•�9� �P�:•'' •'':`/9ys FLORIDA BUILDING CODE Non High YelocitHurricane Zone),JCENSE' '�-. FLORIDA BUILDING CODE (Non High Ye)o,'dt Hurricane tom) 441 BT i ", Eta 24 GAGE GALVANIZED STEEL STORM PANEL nw�.'w. * MIN. PANEL LENGTH F', 1 j olow 9,iD0. Rc. r1. * 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN SHALL BE 2'-6' i * t o24 GAGE GALVANIZED STEEL STORM PAIfEIIaA+N m I L E C O NNe GLOBAL PROTECTION PRODUGTS, LLC. d/ ° Off?PRESSURE RATING ♦/- 40.0 I,cf. AND 6'-D' MAX STATED PANEL LENGTH. IO IHe. GLOBAL PROTECTbti PRODUCTS, LLC. P A ENn t,IMFun e1L'1151- T 2. FDR NEW WOOD fTXAME CONSTRUCTION: WOOD �.'fl,(ID / CHID N v,w 20-175 .1 � 14op=Ii.. Han r.~,m AH iJm An-,M, MgNL (eA.pee-T>N. rAK I.i.%eA-e»T t�Lim - aNRINE[Ru10 cOMPb Y •e➢o A r S+ S1dFT MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC • 'H"1 O1m`^ 20-175 '$P F " .......•„� ,., / 4' S/ONALEt1�AN'/ NW. uNn »a .Irm,.>•-,sH Mira. I.s.Mr->s.s ra cwXwR-rsr /� cA-QPPiIIr - oivooiN N• DENSITY OF 0.55 OR EO(UL NT CA-Coer,e dumllc w JArrrr NATINK7DMC HULA A. 'air, .. P I m. ,NNunptLt N,) ruuRNH _.mN1r,rRCJ➢„1e MLC1 ,1 d ,g rgTCR A T,LUt PL m r _ :,:i 7 Alwr, ,e d ,e C t"V6i i\N _1-N;WJ1_, ENGINEERING EXPRESS' PRODUCT EVALUATION REPORT September IS. 2020 Application Number 17889 1 - R2 EX Project Number 20-31543 Pr anufa urer Product M cl All American Snorters and Glass Manufacturer Address 1540 Donna Road West Palm Beach. FL 33409 Product Name & Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation. This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Protesswnal Regulation (Florida Building Commission) Rule Chapter 61G20-3 005, F.A C , for statewide acceptance per Method I (d) The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Budding Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: CTV [T•aU33AtiL1ON DOCUMENTS dr'24 a Galvanized Steel Storrs Panels (HVHZ & Non-HVHZ) sheets 1-5. prepared DY Engineering Express. signed & sealed try Frank Bennardo P E Is an integral part of this Evaluation Report. . TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test reprints) a6T-ASG 17- 001 try Testing Inc Large missile impact resistance and cyclic loafing performance has been tested in accordance with TAS 201 and TAS 203 test standards per test reports) /IBT.ASG-17-001 by Blackwalat Testing Inc. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering caiculahnns have been prepared which evaluate the product based on comparative andior rational analysts to quality the following design cotena I Maximum AllowaDe Spans 2 Minimum Allowable Spans 3 Minimum Glass Separation 4- Anchor Spacing 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAMOENGI NE FRINGExPREs S.COM E NGINEERINGEXPRESS.COM In W� I., 11iA _ V �X YY r .l Nrl I tlll %-i;il, I,I YSeTN- C C �H�L:A� L J,F r x FP. 1,: E/J21 r ,�T; eL ,nvs sic. yF , - •�� F' IEM.KIIi1RH.l MtM1F1 y(,I TUN I rtr-r7 wi��- IA- n,.a wr3_ r a I p L.Y.t II r:'ri w PII=PNP-BUILDOU* AI WI MN�JS "�',JEERIiUG IVL Page 2 UT 2 ALL American Shutters and Glass - 24Ka Galvanized Steel Storrs] Pancls No 33% increase In allowable stress has been used In the design of this product. Separation from glazing is not required lot installations outside of wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test repori(s), and is accounted for in the engineering design of this product Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedulers) on the I engineering respective Product Evaluation Document (e erg a rig drawing) rig) Installation This product shall be installed in strict compliance with Is respective Product Evaluation Document It e engineering drawing) along with all components noted therein Product components shall be of The material specified in that products respective Product Evaluation Document U e engineering drawing) Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (I e engineering drawing) as noted herein All supposing host structures shall be designed to rests) all superimposed loads and shall be of a material fisted m this product's respective anchor schedule Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer All components whi ch are Dernanenli mstaxed shall be protected against corrosion. mn. contamination and other such damage at all Ames This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ) Respectfully. Frank Bernardo. PL ENGINEERING EXPRESS" OpFt NMNTg4Y I Cen Auth 9884; 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396.9999 TEAM @ERG IMEERINGEXPRESS. CON ENGINEERINGE.XPRESS.COM - : rs mYA TYEs A. � R A.•P - u T L) .'I A CH ?£EgirT)C, ill fa ?a g i 3 DS' ryN :F. .Ji T rLxw-r_N F v4r- H"AI -wirxv 1 J / t'Ar+LIEN^ +.= L4w UµxNy i n: rr a, L a HNL an 'tn cm.TNo7rlooR NoUM SECTION rn'1,,,14 n yIy` A 17rn t'rP cfr R w.�are 4 N r WAIL MOUNT 5Ef1lON •rim .-Iuvr;,H'f r i I"JA N aT -n n __ Y-IrNI�J rat m\Nff:TinN ,_ , YML MAY YnRV � E R': ctt rt s E u-R4C i,.` xxrr."�yx N fi6 E=d$ i E K . }§y pp ' T T .-INN-P, s �•,.T r r>,°'naN. Tarr M' '-"P. N OPTIONAL too BOTIDMCIOSURE DETM 20-31543 cue: _Ate 0l4UIIlPN _G ALL AMERICAN SHUTf ERS AND GLASS l 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NOW HVHZ) WIDTH UNLIMITED �WERP. TO PANEL SPAN) TOP MOUNT (CONN TYP. TYPE AS REQ'D) SECTIONS y OPTIOPIALL 20 BIFIRO BOLTS WASHEREO W)NGNUTS FASTENED Ie 'y OVERLAPS O MIDSPAN (USE •- N >�a � APPROPRIATE SPAN TABLE) �D PLANVIEW a �^ 4 �I RD.1SE. ( 1) BOTTOM MOUNT (CONN TYPE AS \ \\ RFQ'D) M.391` MAY BE AT a BOTTOM TYPICAL VERTICAL MOUNT ELEVATION 1 N T =. ELEV AT[ON TOP MOUNT {CONK TYPE Air RE D 1 Q Lmax (SPAN ABOVE TRUCTICM ) BOTTOM w j IXMT ®} (CONK TYPE 'D AS REQ'0) O E 6 Y x, -OB=_TRUcnOPN p (LOCATION MAY VARY) IWM Z TOP MOUNTn L (OINK TYPE AS REQ'D) BOTTOM MOUNT fNNN Lrn- (SPAN BELOW TYPEAS REQ'D) OBSTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED. OPTION AL4--2D STITCH BOLTS WITH WASHERED PROVIDED THAT CONNECTIONS AND ANCHORS ARE USED WHICH SATISFY WING NUTS FASTENED @ SPANS ABOVE a BELDL4 OBSTRUCTION. OJ6RLAPS O MTDSPAN (USE 4PDRtTHNUA,TE $PAN TABLE ) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 r, -'... ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANEL SFPAM TM) kROM GLA C. . 1HVHZ, WINK ZONE 4 6 ESSENTIAL FACH II IESI NuxNMtlaR' ' 1lAlON O(E�SWI , TAIATAS AT EN PREif htTN•FI /NVN 30'ABOwE GRACE IRAN 3U'ABOVE GRACE ____2 • •30 13GDm fDbm 1-6 E, �•/-3i 130.Om _ 6Obm__-_ _ 2.161n .//AD _130Am ..-6.06 Bit 2.164t +t45 13p.01. 6.06M 1.16m +/-50 130.01. 6 061. J.16 x,- •/-SS t0661n _ 608. J35f1 6091n 253m 6.111" _ 2121" 6.12 m._. - 2M K. •d•fD a3.2m ri/4S 598m Iro 364M SPAN SC:HLL)ULL NU i L5: 1. ENTER SPAN StHETULWITH NEGATIV E DESIGN LOAD 6 PANEL FASTENER SPACING TO DEMMINE MAXIMUM ALLOWABLE STORM PANEL SPAN, SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. PANEL FASTENERS- ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS (*P-TRACK. STUDDED ANGLE. ETC.) USE 6 25' D.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL "H"- ANO'U"-HEADERS (INCLUDING BUILD OUT CONDITIONS) 3. LINEAR INTERPOLATION BET WEEN LOADS IS RHIGHER ACCEPTABLE. OTHERWISE USE NEXT -ID4.-D_ - GLASS SEPARATION NOTES: N PAN 11 1 WITH v N T r 1 ENTER S SC EP LE I POSITIVE DESIGN LOAD O DETERMINE NE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2- SCHEDULE 15 REQUIRED FOR USE WITH POSTrIVE LOADS ONLY INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD F N TA F THE HVHZ AND T 3 OR I S LUry/1N50UT51DE0 E OUTSIDE Of FSSEMl L FACILITIES IN ASTM WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION SCHEDULE IS HOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. CO RWIK eEr ..O PE I PECY+ 6 19 �. PEA. - MAXIMUM ALLOWABLE DESIGN PRESSURES:m.'' J i.1 jaio' AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES a a POS[TNE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER f m $ X SEPARATE ENG INEi=RING IN ACCORDANCE WITH THE GOVERNING CODE,PRESSURE REOUI REMENTS AS DETERMINED IN ACCORDANCE WITH 7 AND CHAPTER ➢N w ASCE 1609 OF THE FLOW OR BUILDING, CODE SHALL BE LESS THAN OR UAL TO THE POSITIVE OR NEGATIVE DESIGN ? Q PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN IS « m D w GENERAL NOTES: A I. THIS SPECIFICATION HAS BEEN DESIGNED AND SMALL BE FABRICATED IN ACCORDANCE WITH THE RMUIREMENT80F THE FLORIDA BUILDING CODE OW SEVENTH EDITION {{207D)) POR USE TMSIDE AND OUTSIDE OF THE NVH2; PER TAS 201, 202 AND 2D3 T45r PROTOCOLS. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LJDCAL BUILDING CODE ANENDM ENTS WHICH MAY (n APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE ADDITIONAL SITE-SPECInC SEALED ENGINEERING. (� 2 NO ll-W,M, INCREASE IN ALLOWABLE STRESS HAS REEK USED IN THE DESIGN OF THIS 6YSTEM. V) 3. THE ARCHTTECT111GINE 1 OF RECORD FOR THE PROTECT SUPERSTRUCURE W1TN W NTC I Ta. DEYIGN IS USED SHALL BE RESPONSIBLE ,� - FOR THE INTEGRITY DF ALL SUPPORTING SURFACES TO THIS DESIG14 WHICH Q SHALL BE COORDINATED BYTHE PERNIMRIG CONTRACTOR, 4 SEPARATE'SITESPCCIFIC'SEALCD ENGINEERING SHALL BE R EEQQ➢IRED UI n ORDER TO DEVIATE FROM LOADS, DEFLECTIONS, OR SPANS CONTADJED Q $ 4 HE+Etri. CONTACT THIS ENGINEER FOR ALTERNATE SPArN LALLUUT70115 A6 MAY BE REQUIRED U, I lit W 5 tH[ SYSTEM DETAtLED HEREN IS GeNERIC AND DOES NOT PROVIDEINF CG u ry N THE RMATIONCONDM FOR A SITE N FROM THE A '� • C CONDITIONS OETAl RE HEREIN• LICENSED ENGIN EER OR 0.EGffTERED ALLIEDSPECIF(SITE, ILI O OWNER AR-EGUFT ALL PREPARESITESPECIFIC DOCUMf HIS FOR USE IN i ,y 2 Z a C. NjUNCTSH 6. DESIGN RESS R ES DOCUMENT 6. DESIGN PRESSURES N17TED HEREIN .ARE BASED ON MAXIMUM TESTED = } PRO-SSURFS DIVIDED BY A L5 SAFETY FACTOR. 7. ALL FASTENERS TO BE '/.•O (A GREATER SAE GRAD! 5 UNLESS NOTED ?O OTHERWISE. FASTENERS SHALL B E CADMIUM -PLATED OR OTHERWISE "'p., Z.n CORROSION -RESISTANT MATERIAL ANDSHALL COMPLY YNTTH -SPECIFICATIONS FOR ALUMINUM STRUCTURES SECTfOH 3. 3 BY THE ALUMINUM ASSOCIATION. INC.: & ANY APPLICABLE FEDERAL. STATE, AND/OR LOCAL CODES LJ 3 ¢ B ALLSTDRM PANELS SNALL BE 24GA STEEL.0.024" e STORM PANELS ASn9 A633 ST UALi CC 8.1U 1. ED C CONFORM ti KSI. STELA. GEES GALVANIZED COATING WITH A MINIMUM W d L SHALL BE6063-T6 ALUMINUM ALLOY, IO ALL ALUMINUM OTEDALUMINUM OTHERWISE. UNLESS NOTED O1HERiVISE TOP BOTTOM OETAI YIN MAY BE INTERCHANGED AS FIELD Q CONDITIONN S DTDTATPP PANELS M NAY BE M WITIID VERTICALLY OR O EI5 Y HORT2DNTALLAS APPLICABLE. J J II. CONC TE MICA SNO EDH T S ALL BE EMBEDDED TD AE OR T EAE N M Q NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER MANUFACTURERS RECOMMENDATIONS. 11 THE CONTRACTOR RESPONSIBLE TO INSULATE OR PROTECT ALL MEMBERS FROM DISSIMILAR MATERIALS TO REVENT ELEC7kOLLY'I5. M ENGINEER SEAL AFFIXED HERETO VALIDATE5 STRAXTV RAL OB[c>rN AS SHOWN ONLY. USE Of THIS SPECIFICATION BY CONTRACTOR, el..1. L f SAVES HARMLESS TE FEES RESULTING FOR ALL COST • OANAr INCLUDINGLEGALFEESa APPELLATEFEESRESULTING FROM ACTT MATERIAL FABRICATION, SYSTEM [RECKON, &CONSTRUCTION PRACTICES BEYOND THAT AYHICH Is CALLED FOR BY LOCAL, STATE, A FEDERAL CODES B FROM ON as OF THIS PLAN. 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDMONAL CERTIFICATIONS OF AFFIRMATIONS ARE INTENDED. IS_ ALTERATIONS; ADDITIONS OR OTHER MARIO.GS TO THIS DOCUMENT ARE NOT PERK ITTED ANO OPNALIDATE THIS CERTIFICATION J7. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL ER EVERY 3.0 FEET, CONTAINING -THE FOLLOWING IN FORMATION! )PIDA PRODUCT APPROVAL NUMBER -� n+lain Hw,n lExxMWr. 20-31543 RCA VISIT ECALC.101S16d3 ff rAee ocicR[PTIQNI MNT aX611�IDEXPRBPB cowaroRE loRAwrtDll•LEL,nx RD'RRTxAa�L„F® � _ MINIMUM ALLOWABLE SPAN SCHEDULE T TOP MOUNT f jI d- 0 Y •H" 4.04.1 0" 0, 01 23" 24C 7 22 f Or 2A' 1 13" 9,WImA v Mond.,D• P IF 23' ?r 2S• 2r N Cr 24- 2E 28" f h5 6 V HAAeer P P 0' Zr 2e ?S 27 2r IF Ir 27 24 7 2K565tW 23- 2r 2r W W 31" it' 30, 23` 3D` it 3r 0 Elul W'F TIArA 2P 24" 2r W 4F S0' 2a' AB• 24- AB' ]P 53" Tir a 25" 25' I" SO^ W W' 57 L25-_ SIT 31 O SWU Nv RAIPUN s 2 2' Zr 22` 11• 2V 30' II^ A. 22" 2a• _ Ft" 31- K DlEvp Mm4R 2 4• 24" N 3V 4B" SP 2Br' 4C 2 4' 3W Sr V H4.en O' P P 73" 2r 25' 2T 2r O' 2C 2r 2T 2e' m 'F b TFA B, 2,T' 24' 2e 30' 4r 3D• 29- Aar 21 Ar Y7 51" BOA Sw Ma,m1J 23 23' 2r I1' 3P ]I- 11- 3d 2r 7P It" 337 V T,AKk 19' 78' 28' 3r 5T Es' 31^ SY 2a' Sr 37' 5T n "w� 1 ¢ W W �W 0 i sFAN65J.gWIY HlAE M[MmiMUJI eLLgWAet!• 5B4$D t1N ANV CUN.e1MARQN OF M(n,NTiM6 UITI fONDmOM. •r TOF W OGNOM rAMlY IENIEe,f55 nuM ANDS! N01Yo w IANf ABQYC •MI Mir (n ALTanaaE AAA \ (n r QM A 4 l 1 RR nth\ 3 NP SE A I A 3LA5 O REDYI,RN PANfI ,A1,➢TH 5 URN iHrN NUT1L FlW EW AlSPECnVt MNMnNG CUr,nINKnfJN AAOV! L➢I C1(8uom mtaNE,eL•trt W,eRE 4➢E U[GR, t•7 ., I_LAMG colic roas. E UIRED w-1, F usfn win. Buu➢➢u, NDUN•Tvc ca+DmoNS REQUIRED iFNRAnoN rROH ,L sIw PER, r wnHCVt 69- O °' TABLE A-15, tO B01H .:R• (YYrT„ OR Sni N BOLTS' AND NM F`'ANfl5. Wit''A NU 'As 'As*EwK • Iz i CEP 4.a QX Z A s•Mis IMY SP4N W' NINIMVH UBNM<➢NL f I l Rf THE oP.riEHl•, id QF IgnUM uoSUa{3 •eA ,a:- "T. UEIAK 'k' t, U9E- -1 M0YNn NG CJ m➢N 6HCMt IN THESE oiuwtK a r OPTIONAL INTERIOR FASTENING DETAIL N.T.S. In WN d 2 _ NozV �pff� Z r J£T F•NEl INSTKLLG � � f ROM IN\EAoa s fY `o W a11N; WALA So, H4dIN!':DIEM fieU R- AWKreRW MT.'101N" w/ "Oz. "Oz. MACE Q f $$S t1§P ag'3g�f•i�� K'-zo*J•rI•t19NE SOt.W 1 STUD WI WS,KFD lmiT iB rjAE a " WINGNVT1 laF•O,C I a1NELVN5Ec10rMs ToMLATNil Law-[Incx ti fill 1 11: 9 ImroN rVwNr a lCONN TY,E 5 41 RE9'D, R - a F/ EN!!UC�9SG,�� pK{ y CDIPr RE xAS,n" A IR-,R3iI•1a5l4lllR3 nr- tiSiGCOwS.044,dF D,E a.Wa - YuuN n-- sTASAE _.. Ywloo l TO 14REss ••HILT w-DPY2NO0 LAvs,APKEM rwee INIfWPnON: M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING t'2,250" 0a94" r009�" 2 750. �. 2 250" ,r V+3usiuu z --�0094` 0�750" 1�1 _ rI, u.c 625" Q 40311"- P .10 8.b��" i o ry Q is gU.094' .09X"T.12U' „ TMP. TYP .. 25 TII^•I tlo .094^ -I 0.0521 I = D L 930' 1,930" rY0• �J--D.062 3751-� .(162' ---` �0.125" Z.000"� ¢� v L 35 -2-000° 0052".250"JJJ -) 20r10" I- -I 2.DOO' �-- TYPI2.. 20' I 1.5%wo -L I.560" 610" I"''. a;` 5' yI-{_.317"0.376 D.]13gD. 1 12.500"PANEL COVERAGE j_' 79"-p "-5" Q9(r0Db�5" Cq�I l f' 8�ss" 03 25 1 oor' -o." ;E. 14.675" PA VEL LEN T1o.15D" p.250� O.OSD'/.�7A CA AIEL l'- T�- 0 �" n T�= MAY EE 0.085".250-t--T.YPr1__ogir.12.Oo4 .. Rrvnmrn 0 0700" 0.7L0' R013S .309'©BU D-OUT •r- IRACK T 1R K E _IR �`C,N�KD WNpA/r 0I)NE ALLL9 _ ZC✓ER.SEO W Tiro i ., nxAL 'r' ANOLE - 1Mtfc fottENMD1 11000' 'It'v:o-•: R. IN I,.iIn (n OVERLAP T.::T•.: H[ rI I N 4" MAX. A DOIUIERaOBI1PF OFIAIL ! 25" MAX. - Q -tl`" F _ p 1B8' T J _ :n•KRe7r `(D ' .2S' NIAI L N. CK a 7A, '=NW O BUILD-OUT^u".a-T-uc ln- YYi"11NWI,Y LL li MUI NI rITRN lie Irinll DISTANCE rP t , nl rQ eYO•- 1.0 ' J 00 - Q n-' Eh@ED - `LVPxI �<Fi eo r 1,000" �� i , an:yer' _r!.rz•L _. a«n,.,J n _Nr.J - OVERIAP ,r.rJ I 3.82D'y aRmjP A .S NI.1. :•. - MAX IAtL Mo,MI I.IUsi rnac'a e:_ 25• MAX 1.500' d a •' IIrHnUT.S MN I L1 R 1 = 1.500' L:r ui,r tic �•nu{. dB��Q-E%I L • Ha- N.J.1 , MIN I oDc. L .. it w 1 •.T r,"TT ,u,nr $ i1t U coRr+El, aoalRE OErxt EMBED �TRAPNWHR CL06URE DETAR e:r..v �EppE1 R■��. .! I IJ NTB Z M"s A Rat ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENE R5 41 l_ 5 ® ' '�' (lam®��®® • '�- - ®��®�®�®tLellTJtA•6•J EWA Imlyr-Arm IMMIM 100 Nis///N �'E�%//ll////P yy, d Y//%4��� % P /� r `/ s" /i�/LG7// sue''MOM y"A ��n//� ��Y/� / qy ®�j��,y�4 ammmmm f NA- NRGP nKTANrF -- i�nnluutvan•. IBM MM 0011 K=KEM ® I ' NOTES: ANCHOR R N : C O S L ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPA) SCHEDULE SHALL APPLY, 2 ENTERANCHOR SCHEDULE BASEDON PANEL FASTENER SPACING. THE EXISTi14G STRUCTURE MATERIAL, a ANCHOR TYPE. SELECT DC -SIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELEcr CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR mdNRFICATION OF CONNECT ION TYPE). 3. 'PANEL FASTENERS" ARE STUDS USED IN CVNIUNCTION WITH ALL MOUNTING EXTRUSIONS (-F_TRAOC, STUDDED ANGLE, ETC I USE 6 25. O.0 PANEL FASTENER SPAC3NG TABLE VALUES FOR ALL 'H'• AND 'U'-HEADERS (INCLUDING SUILOOUT CONOMONS) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFATJRERS' ILECOMMENDATIONS 5. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO REIM CW BLOCK 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES WALL FINISHES SHALL BE LIM17EDTCI 1/4• MAX OP. SHALLBE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. 0. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRACI(ED CONCRETE ONLY 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTI NG CONDITIONS MAY VARY. FIELD VERIFY T FASTENERS ARE INTOADE ATE WOOD FAA ING MEMBERS, NO PLYWOOD. T TOO A QU W M M M T PLY OCT FASTENING 10 PLYWOOD IS HORS ACCEPTABLE E ONLY FOR SIDE CLOSURE PIECE. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL 6E LOCATED IN CENTER OF NOMINAL 2" X 4' (MIN.) WOOD STUD (�" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SNALL BE -sou THERM PIN E-G-0.55 OR GREATER DENSITY. LAG SCREW SHALL PAVE PHILLIPS PAN HEAD OR HEX HEAD. I I REMOVABLE ANCHORS ARE. DEWALT PANELMATE ALL -POINT D-SET B BRASS BUSHING STHR L2. MACHLNE 4JIEW5 SHALL HAVE 1/Z" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD LXR WAFER HEAT (SIDEWALK BOLT) U WO III. MINIMUM E14BEDMEM AND EDGE DISTANCE €XCLUDE`S STUCCO OR OTHER WALL FINISHES. 14, M DESIGNATES ANCHOR C014DI11ONS WHICH ARE NOT ACCEPTABLE USES. 15. * DIRECT MOUNTING CONDITIONS. L6. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ATHCHCIR 5CHEDULES LISTED ON THIS SHEET I IA f n gF1 3 RAMNNBPAMN tEnIURRff 1 20-31543 1 N Q� Cn > (3) }, U _ (3)0 U O O j C- (� O _U CU (� O O 8- O ^^ `` W =• O LL O ''//�� .,n v U) O . O Q (� .� !!^C VJ Q Z Z W J }, (D rid y U) CID CL Q U 0 U ra) W LLl c G Z Z Q SHEET NO. SH 1.5.