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HomeMy WebLinkAbout6298 Back Forty LpABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Flr. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A. F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALT or ALT. Altemate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BILK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, RIS, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter Sc Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or KlWall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN orCONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tubtshower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or 0. E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Ph. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir, Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES r 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS - PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS 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. MAY 17 Z023 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 VV limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for Virtual Review Assist, Inc. p'Eans Review completed and approved 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, for compliance with the 2020 FBC 7th Edition materials, or equipment, from moisture, mold, fungus, fire, theft, by Debra Anne i(lahr PX2300 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. M ` V CrIv o --Gus C-J cn M o Sc_ • � G7 .ti U ,-A G q •• C J \ V ' A�' O F'E•S'S j fltZ t`\ •v�'�� 't/sas /t f tt. ,rr///1"I li1tt"tV, 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 par ions of the drawing pages bearing Engineer's signature and seal. 9) E F o ('58 iris a CD y ♦y " Lo 0?N N cD M M 'Q LL a =J LL w JLLLL I� a C ti Y 13 Dig 7• f0 wRC� 0 3 /6 N � m W co (i w J Z M Z J I- LL LL N OU 0 Z W 00 N c z N co z z d N - N M VAz Ur o o '�• tJ � O w S JANL V) c `" YZM w 9 E 8 = r soy a M �� O W Z Q LL tE zo oo � }N an 4 0 t6 (> ra r W ZZ 20 Z W ¢ 70 E coo r9 F az 0 wZ c W� W f m 0 m Qi m 0 ¢°Z Z J $ a ° o< Q ZW z g0 W °LL <0 �W m $E _ �3 CIS p < wF a0 `t zl< o0 3 0 c O >M m rn �o cD Co u7 M Ia CV 0 LO Q Cr N ILL M O 0° O L1 / N <( a) 04 ,-- E Cfl o M = Z a rJ ¢ 0 JOB NO: 23-00514 SCALE : AS NOTED SHEET NO. C S - - -- I -- - - J _-- KITCHEN ►� �I ro to KITCHEN O. BATH BATHROOM 2 INTERIOR DETAILS 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 1� MIRROR VARIES > MEDICINE CABINET oZ oZ Cn <h 24" TOWEL BAR SHWR. SHWR. CURTAIN HEAD ROD 0- TOWEL BAR IN ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR C ON BATHROOM WALL SHWR. •�- 00 VALVES TOILET `r1 SOAP PAPER `O DISH (j r HOLDER 4 M NE TUB 0 'v a cr w o_ w d U DOUBLE RODS SINGLE ROD 42" H UPPER CABINETS - 36" H UPPER CABINETS - 30" H UPPER CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT X O 0 BRACKET 36" H BASE FINISHED CABINETS- COUNTER TOP 30" H BASE 9 00 CABINETS - n LL 0 N 1,-2„ 2x 0P FRAMING- 1/2" GYP iv " N BOARD 0 fN oI4l60 BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ SCALE: 1/4" = 1'-0" 1'-4"X1,-4" "L" SHAPE CMU COLUMN .:ra M� N� TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL W O M (a O 1'-4"X1'-4" "L" J SHAPE CMU COLUMN 9r,I_n, 1 T-0" 12'-0" 1'-4" 1 V-8" T-9" 8'-3" AC PAD HB O 35-SH ■ E - ■ ---- - - - - - - - - - - - - - - - - - - - - - I LANAI NOOK - j 8'-0" FLAT CLG. AFF- 8'-8" FLAT CLG. - TILE o 12'-4" O ■ ■ II - - L I• a I � LJ F]� O c�' I RI I 3 z E105 O FAMILY Ala _ _�I o ■ 8'-8" FLAT CLG. I ■ CARPET I p) I - - 4 -�'a 21.2„ 2'411" - r ETCH E - 8'-8" FLAT CLG. 2468 -- TILE _0 N CN _ Cn - FLOOR G.T. - C LO REF. ~ --- - - 16 iN a'I m--- j5 = 5'-7d' 14 13 DINING (3) 2x4 #2 SPF 12 STUDS w/ (3) 16d GG 8'-8" FLAT CLG. NAILS @ BASE 11 CARPET o0 S3 co Grp 10 42" H 1/2 WALL 3'_3" 4'-2 " g - OR RAILING PER SPECS 8 - FLOOR G.T. (3) 2x4 #2 SPF _ 6 STUDS w/ (3) 16d NAILS @ BASE p N p Cl) of "11 2 3 4 5 P V V D R 4068 ARCH co GG (3) 2x4 #2 SPF -, 8'-8" FLAT CLG. �`O� 8 S3 W. - - STUDS w/ HTT16. TILE - AT BASE FOYER o0 TP ,n 0 PE K _ is - LAU N Q D. 8'-8" FLAT CLG. ° 8'-8" FLAT CLG. TILE S4 TILE o trrrtrrrrrrrrrrrrrr SW H1 - - 64 4' 0 T-2j" = W.H. ,= 0" 1 T-10" EDGE OF SLAB 2" BUILDER TO -�--� - BEYOND WALL pi PROVIDE APPLIANCE PROTECTION WHEN I NOTE: FINISHED WALLS REQUIRED PER FBC M TO BE FLUSH. FIELD -- I VERIFY. G_T. 8'-8" CLG. A.F.F. - -- ---- - ----------- I c7 8'-0" CLG. A.F.F. J ENTRY _ ____ oZ 8'-0" FLAT CLG. AF r54 x 24� Q � ------ GARAGE IATTIC =�; 06 8'-0" CLG. A.F.F. LA�----J o0 F 04 TYP. @ SINGLE W Lu > t j 1'-4" 4'.4" STORY A (SEE AA/S3 FOR STEM OPT.) S3 r- - - - - - - - - - - - - - - I I I ------------------ I I I I I I I I K I I I I I TYP. @ S4 j I I O ------------------------------- GARAGE I I ---------------- 16070 OVERHEAD DOOR V-8" 16'-0" V-8" 19'-4" 5'-8" 25'-0" EXTERIOR WALL W/ 2x4 WALL PAD OUT HANSON BOX @ 36" A.F.F. DRYER VTE �-PLUMBING LINE TO SECOND FLOOR �-WIRE SHELF @ +54" A.F.F. cr cr LU Z J Om HUH .>-J HHB 0 r 00 ~ 60 2 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.31-30.8 OD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 OG SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O, CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18�X25� S.H. 13 20X38J 182'X373 S.H. 14 20 X 501 18 2'X 50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20X72 184X71 J S.H. 11-12 271/4X26 26X254 S.H. 1 H3 271/4 X 38 g 26 x 37 S.H. 1 H4 27 a X 50 5 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 112 S.H. 11-16 271X72 26X711/2 S.H. 22 37 J X 26 36 1 X 25 1/2 S.H. 23 37 J X 38 a 36 1 X 37 3/4 S.H. 24 37 J X 50 8 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 a X 72 36 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 a 52 2 X 37 1 S.H. 34 54 X 50 8 52 ' X 50 S.H. 35 54 X 63 52 2' X 621 S.H. 36 54 X 72 5212 X 711 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 1 79 X 59 N/A S.H. MAY 17 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne I(lahr PX2300 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S. F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) JR-11/R-13 KRAFT FACED FIRST FLOOR PLAN -A gi's!i'RijPi =° C m 41 /fr,lt6 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. F.. W H Q E fiS C Lo IN o co OD 0) to UO) r- Z V S yrov # L� ''--' M LL LL 52 a k>> Z J wa f CO13'4 o (O � W �m ui Z 10 M Z Q zo N 0 00 W ❑ ❑ z N o co z U) Cl- N tJ1 zC1 4�• U Ow (A o �N � in r6 t- fv)f LLJ - i0 8 U o ID ID ¢ o z co M J z 0 z Z L.L C G wo >ry o C) r =® o a C, tt1 E M0 00 01 O z0 ro d .0r a o <o w W C �< ��Z m� o� z m J az Nm <w �z s oM go �. oLL az N F W ) ao yz i3 C M a= I 0 cCD k2 > M d' ms 0 N L Ln Cc LO M aLO Q Cr N 0 N 0 to 4.d 0 Ln CDCD -� Ln N L Z M z 7 I E M N f m c a E U 0 Q p� c JOB NO: 23-00514 SCALE : AS NOTED SHEET NO. 1.1 ' - - . - - I - .1;P" THRUST BLOCK F� STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16- 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH �\ 1x8 CAP & CASING OR 36" RAILING �I 36" H. CONT. GRASPABLE RAILING 3/4" PLYWOOD DECKING 16 15 14 - - 1.3 PRE-ENG FLOOR 12 TRUSS 11 1X TREAD (TYP.) 1.0 / 9 1 8 1x RISERS (TYP.) r ! r` / 6 STRINGERS 42" KNEE WALL WITH ,( 5 1x8 CAP & CASING OR 4 3/4" PLYWOOD 36" RAILING ` 3 DECKING 24 LANDING 2x4 THRUST 2 2x4 FRAMING BLOCK 1 ZZ TYP. STAIR SECTION Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be eturned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches r provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: uards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 nches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. equired guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 nches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a phere 4 inches in diameter. nder-stair protection: inclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. L SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1. STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENC LANDING FOf STRINGERS 7 CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH CONT. HANDF;AIL RETURN TO LLUtL*YSV CALE: NTS 3/4" PLYWOOD DECKING 2'-4" 16-1" 6'-7" -2x6 LANDING 2x4 FRAMING 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR 6 O H1 4), O H1EXTERIOR WALLS B1/2 33 SH (2) 25-SH TETEMP EGRESS nn44" o � 4-SH �1668w = 5 1B.F. -CN _.2'ANVV -Y � e ��Z �Y SO B2468 ATH_ GH O %8' " FLAT CI ' M TIL __ R/SH - - -G---------- 3 D2 48x42 RECESS SHOV6ER - /- - - - N "' r_ TB 117'-0" _ 2i -462'" 12-10" SIM. w/ (1) TILE TO I ��� 36" x 22" MSTAM36 7A. .F. I I I ATTIC @BASE � -- I �i L_==� __ ACCESS W OWNER'S O N 8'-0" F T CLG � SUITE C PET -' 2468 V-0" FLAT CLG - - ❑:TIP _ I CARPET rn 4068 B.F. 00 e BEDROOM 2 o N N _____ _____ RlSH 8'-0" FLAT CLG - CARPET U) 12'-2"L 4'-8" 4" 7'-6" D2 N W rh A H1 O LO 5068 2668 42" H 1/2 WALL flim- � J 114 --------------- TYP, @ 2 R/SH U 13 STORY. SEE a> 12 JJ/S6 FOR o 00 TECH 11 STEMWALL ° ,°, CENTER OPT. I 10 T-3"0 5'-7" 3'-4,, 5'-8" T-3" 12868 ILE TO ATI 8 _ I 'A.F.F. 8'-0" FLA7 TILE P - - 6 N co 2 3 4 5 �6 32 BEDROOM 3 4-SH 8N SIM. w/ (1) 8'-0" FLAT CLG MSTAM36 CARPET G.T. @ BASE 1 V-6" 12'.4" 1 V-2" G.T^ LL MSTAM36 c7 a I t m y @ BASE BEDROOM 4 3 I 8'-0" FLAT CLG D2 , G T CARPET I= o c°0o I fn 1/2 33 SH 6 B H1 I D2 25-SH 25-SH EGRESS 9 EGRES D2 I B 22 D2 O H1 D1 L----------- 1 I I I I I I I I I I I I I I I I I I I I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -J 1 D2 TYP. @ CORNERS 3 D2 SIM. w/ (1) MSTAM36 @ BASE L O N D2 04 1 3 D2 SIM. w/ (1) MSTAM36 @ BASE 3 D2 SIM. w/ (1) MSTAM36 @ BASE MAY 17 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS, SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 +26.6 / -29.1 F +26.6 / -33.5 JG EE SIN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 2'X 251 S.H. 13 20 X 38 J 18 J X 3711 S.H. 14 20X501 181X50 S.H. 15 20X63 184X621 S.H. 16 20X72 1821X711 S.H. 11-12 271/4X26 26X254 S.H. 1H3 27 1/4 X 38 J 26 x 371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1H5 27 1 X 63 26 X 621/2 S.H. 1 M6 27 a X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 a 36 1 X 37 3/4 S.H. 24 37 J X 50,: 36 4 X 50 S.H. 25 37 J X 63 36 2' X 62 1/2 S.H. 26 37 J4 X 72 36 2' X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. 32 54 X 26 52 1 X 25 4 S.H. 33 54 X 38 g 52 � X 37 J S.H. 34 54 X 50' 52 2 X 50 S.H. 35 54 X 63 52 1 X 62 1 S.H. 36 54 X 72 52 1 X 71 1 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. 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) SECOND FLOOR PLAN -A SCALE: Y4'=1'-0" ti,s`s',t'l9:;ttttlfj � ,'go wty r 0 � �1s/l/ttttttlt't�ti��r� SSIO�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. N E V f ��. �, dJ ECO NO ik LL y M V' -� Z _2 0 f0 `� W W = o z LL ZN 00 Z O U W rvn C� z N � z z cl- N C1 O-J U N LU � W 9 �O v I Ly N W U � J z�1.11 c Q N Q o CID M M 2 ¢ Z Z Z ¢ Qca E a O E U o wLL z aR z® on I--' r0 8 E � U a i O � a Z Z a3 F- g <o p mo co Z10F m 3 "m <� aZ �Z W > 88 g CS < 0 �k = J `t �0 a o ova Z< 0 2 O 12 = >M � 0 'Cf M 0 LO co .-. N CL LO Q $ U) .2 co N Ln O I� Y co NIQ± m O LO N Q N 04 r E c N T 0 z r E E CC0 m � a. U � Q 0 � JOB NO: 23-00514 SCALE : AS NOTED SHEET NO. 1.2 12 5� FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 EXTERIOR PLASTER SHUTTER ON FRAME �I °0 1/2 33 SH I FLASHING DETAIL 12 � -� —12 5� - — — — '-0' -- TEXTURED CEMENTITIOUS FINISH ON CMU SCORED STUCCO BANDS ao EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU �5 H 25 SH — — — 2ND FIN. FLR. i 0911 HDR. HGT I 7FE: STUCCO BANDS '170 �Z �Dc N 16070 OVERHEAD DOOR FRONT ELEVATION — ELEV—A SCALE: 1/4" = V-0" ii0 00 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS SCORED STUCCO BANDS i SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" SCORED STUCCr BAND t< 1'-6" DECO SHUTTER SCALE: 3/4" = V-0" -----------------------------T.O.P HDR. ----------------------------------- I•tH I 1 7 2023 Virtual Review Assist, Inc. plans Review completed and approved LEFT ELEVATION — ELEV—A �t►r c" biance wity Debra AnneeKlahr PX2300 Edition SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. overing 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' lorig, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 to .......... S.� � J M •Q U � eP � • � �' "tip ROFESSIO14 `�`'�`Rltflftllltlltee�i��! 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 Engineer's signature and seal, a o 0 N� I» M C) # LL Q C J LL W _J L ti Z ��°� a o W _cc ? o N O O' ILZ v�i pj Co � NZa ZN or- OU 9 U W 0 0 V M r Z N ffi z J — �.- Ln m Z 0 W V) Ly N ® U 11J J E z 8 � U c Cn • Q 0 N !9 M J� 0 o ZZZ LL n. O zo W. }� E U w° z z® oa ~ ro CC O E o o4 a Q Uo �Z ¢ Z Z co ro a z 0 w z Cn c � �� �S¢ U w� °mo Z Z Z m Q% J N O ¢ ~°o Q W Zz W CY �3 LL SO Nw LL M. z a r 0 c O Ina > (Yi O rn m m C9 L.n Co .-. N o Q Cr Y o N U) m �, N LO O ILL � U M O 0000 LO N rn N 04 r E t0 c r Z Z E M E M a U 0 q p JOB NO: 23-00514 SCALE : AS NOTED SHEET NO. 2.1 EXTERIOR PLASTER ON FRAME 12 5� (2) 25 SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 ---------------------- -- 1/2 33 SH CJ HDR. HGT ------I------------------------i------------------------1--- 2ND FIN. FLR. TEXTURED CEMENTITIOUS FINISH ON CMU T.O.M. T.O.M. GAR./ EN' HDR. HG' FIN. FLR. CJ / WEEP 35 SH HDR. HGT. FIN. FLR. REAR ELEVATION - ELEV-A SCALE: 1/4" = 1'-0" CIGCIG4 AQO OLllklnl C IAIOTAI I Mr% AO MC!M :RIOR TER ON 4E 'URED NTITIOUS �H ON CMU General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. txtenor uovering 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 7116' 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 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. RIGHT ELEVATION - ELEV-A REV. 09.24.21 SCALE: 1/4" = V-0" MAY 17 2023 \RA, virtual Review Assist, Inc. Plans Review completed and approved for compliance 6y OebraAnne leKlahrO PX2300 Edition q,`�`�4Rirltilfidl !i ! �� r • N 6 ROFF SS110"P���'�� fffillllll 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. U) E g 8 N _L Cf 0 W �12Lo te — 1Zt 40 4i 04 0 LL C J LL W 2 JELL a he t @ °' ° =gam W N pj O' D IL CO QD N Z d Z 04 OU y W ❑❑ z N z v J — LZ Q13 Tru z '�• U I1, ° O = ' U4i_ w v � • c a o M 0 ZZZ LL. E Zo �o �s QE a p E CJ oLL a® H rL5 O E 0 a� 0 0 Z Fes- w S W W NO Z m J 3 F • <W �z Zo T mW W�az m J o <w w� �- '_ zl 0 0 c� > M Orn m m 0 >` LO Co Ln M N o to Q Cr o N a U) Co'' }+ 'C O LL I� Co C14 0) m 0 LO N Q N N r Z LO y z E M d U _J ¢ °i JOB NO : 23-00514 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150AI200A INDOOR PANEL CENTER #14 to lights 8 outlets NEMA 1 0 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH #8 to Range 10 #6 to HVAC METER 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND DLis SERVICE BY POWER CO.---_ INTERSYSTEM BONDING TERMINATION PER NEC 17. 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. 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 be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation, 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 6. ;)4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) 02 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" 1.5" VTR 1" \rrQ PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER SWITCH FOR DISPOSAL DEDICATED RECEPTACLE FOR CROWAVE RANGE HOOD PER SPECS t KITCHE A/C PAD GFI WP DISC. Ak / I � / I 'IENTR�P DB & GFI TO I GFI BE ALIGNED — — — — — — — VERTICALL I I DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / PER SPECS SPEC 3 & 4 KITCHEN FIRST FLOOR ELECTRICAL PLAN —A SCALE: %4"=1'-0" I I I I I I I I I I L----------- I I I I I I I I I I I I I I I I I I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. MAY 17 8023 I I I L---------------- — -- — — — — -- Virtual Review Assist, Inc. i plans Review completed and approved ;ov compliance with the 2020 FBC 7th Edition by Debra Anne Ktahr PX2300 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 1 I I — — J SECOND FLOOR ELECTRICAL PLAN —A N 0 CV fV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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 co$ 0 $ N d C, 0,0 h A Z �i J (n � u- ik LL LL d Z - LL IS 0 Q; t N cp O W Z ILO c°n CN N Z m uj Q J N O U > W E❑ ca � Z N ro z � z N — N M z M o LL N LU O c �N ZD 0 LAl J ® f— U 'o C CO r. • Q N rn 4� o J� W M M J ti a w Z Z u. a o ¢ zo >o Z® E �� z oa ° ra ►`ru 52. �a jo oa Z d f9 <a Wz ro cY°W 4o 1.10 m0 0 Z m J 3 m ¢ " Hw Q W Z Z 8 Cn � a 8 go y W W p m z <0 O y� 2 k o Z �a W = �o IIIIIIIII' M � w 0 0 c O = > M ui rn m c� Ln CO L0 Z3 N a Q � co +-+ p m N CD Q N N T'- f0 7 _ I y T o Z Z E M E w a U .1 JOB NO: 23-00514 SCALE : AS NOTED SHEET NO. 3 w a O J t'n N_ tr7 4'-0" ROOF VENT :1� 2 SLOPE 5:12 SLOPE♦ Lu W ZONE-2 � l7 ATTIC SPACE T 1170 SQ. FT. 1 � _5:12 SLOPE 71 ti/A tiiA V 0JLh— — 5.1� 2 SLOPE 5:12 SLOPLu E' I 1 I IZO N E-1 z I w 1 'ATTIC SPACE 0 0 1316 SQ. FT. 9 1 I I I I I 1 I 1 L------------------J MAY 1 7 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ATTIC VENTILATION CALCULATIONS - A 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 o ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation tf vented d b prove d id Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 1 138.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. _j ROOF PLAN -A SCALE: Y4"=1'-0" c..{ JW/V 101a 4r. 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. E N p 47 S C N "' 3 = L0oo qb CO �M Ov 0) a LL u Zcc @ LL a cam} a yzx� L w o W O ii��� 0 un W to 0� m co M Z Q Z N OU 0 t : W ❑o mU-) Z N � z z � � a W N z C7 0 Q� a--+ f13 U w � 0 w 8 r� �N = r ' U c w m r— J pE t 8 � =� -- U 0O ¢ Y N O, 2 o M K w 0=o 1OoQ o o >z�o® aJ E LL �E 0 U �z�� 00 �U Z z t 0 Qo Ww C!� '> C < i pU m O Oz 2r z m J � 0 yo a ^ aw �z W t8 0 3 m o� 0 LL w s C go a N r F11 yi K i3 o J wa �O 0 v z< a 003 0 >M orn m 0 0 CID Lr) M � CV a 0 L0 Q Cr N a ca L0 0 -lid C m � N Q N N T m La Cfl o Z Z / E Cn c ca a E U _j Q O JOB NO: 23-00514 SCALE : AS NOTED SHEET NO. 4 -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL G oc a n d 1�_)" 1 91_N, T-5" 5'-2" T-5" 2'-6" x 2'-6" x 1'-0" w/ (3) #5's E.W. TYP. @° L PORCH AC PAD S3 o q W' I INDICATES FILLED C LL - - F I 0- I w/3000 PSI CONC. GIfOUT I- -� -' 00 to T FROM FTR. TO BEAM w/ (1) #5 I 0 IU ■ REBAR VERT. ABOVESLAB. I I I F- 00 5'-10" 6 -10" 4 " 1 TYPICAL @ ALL PLA ES I io I SHOWN. HOOKED FIG DOWELS w/ 17" EMBEDMENT 1 I I 1 9 w/ 25" EXT. ABOVE S B. I GRADE 40 STEEL — — C.J. — 1 ■ ■ ■ ■TFT c I :0 HVAC CHA1c E OP ■ 1PROVIDE BASED ON 1 1/2" IRECESS FOR SGD M LOCATION 1 o IREFER TO MASONS S3 I - 1 I I I ■ co SCOPE FOR WIDTH. 1 I � III ■ o o io I I I a I C.J. F II ■ TYP. @ I I TWO EO In 3Y2" MIN. 3000psi CONC. 3'-8Y8" 1 4'-1" STORY "' SLAB FOR HERNANDO 1 I COUNTY ONLY. 3Y2" MIN ■ I 2500psi CONC. SLAB OVER 6 MIL VISQUEEN I lI ■ VAPOR BARRIER 00 1 1 — 1 1 r_ Id d TYP GG I S3 — — _ C.J. — 1 ■ 1 I 0 I d- `O I I I I I I I l I III ■ iv ■ I I O ZL J 7'-3" I o I z Y � i L---- ■ --1 PLUMBING GG I I STACK C.J. _ S3 Y 2'-6" x 2�-6" x 3'-0" _ iD 13'-1" In 1'-0" w/ (3) STUB UP #5's E.W. I TO 2ND 1 ( FLOOR __ _--_ _—_ FOR A/C cO ( I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 i — — -, — K 3 1/2" C I = W F N S3 S3 1 ■ ■ ■■ 9 179" I �Ow I "~o J O 7'-6" T-11" N " 5 z 1 J W O PROVIDE 1/2"X9 Q > m ■ 1/2" RECESS FOR ¢ aJ �■ co 1 -4" FRONT DOOR p Q `t I a c TOP OF CONC./ PAVER TO yJ O I BE 4" BELOW FIN. FLR. (� rlc-z I W >W 2'-6" x 2'-6" x 1 -4 4 -4' o C.J. _ 00 #5's E.W. S3 I I i o in TYP. @ ■ I I ■ T ENTRY W $ I A I cJn � S3 TYP. @ SINGLE z J I i STORY o i (2) #5 VERTS WinS3 (2) #5 VERTS w/in I HB FILLED CELL CELL- -------- — — — —FILLED — Cl) V-8" 16'-0" V-8" 19'-4" 5'-8" z O Q z Z) 0 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 MAY 17 2023 Virtual Review Assist, Inc. Plans Review completed and approved t0( compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 MONOLITHIC FOUNDATION — ELEV—A SCALE: Y4"=1'-0" U �y0 CA w ';�. +cam •°'•••....•-'°�• � ��. W/liltI11,11te v0 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. E8. c .. ie o a: �C'4C) LL 0 Lu 13 a JLLLL � LL W Z Cc 0) ax 0 W 3904 o 0 W rn °' Z m w Z � MZ a r IL a N OU Z 0. W ❑O C9 M U Z cM\r in Z � Z � Q E3 - N t) Z7 v o fa w . jr 'I�* U 0 !!r g C 1V) y v , 7 CD c LU m $ � U N s�o o M z � O z ZZ g LL E wo o° >m p z® F r6 CL �E go U <-a U0 U ° z . o wo oa �z w� _ < m 0 0 zm� J maW �3 ¢ • z z zo W A � W CO �u z �3 wa ,0 Mjv M zIa a0 o 3 o C 0 Mtl NN 0 rn �a C9 L CO � .-. � N n Q Cr $ a � (i) m N �--+ O LO _ a..r LL C.) M O ~O m � CD 00 N Q N N T— r- c U'i z z :3M T s M = 3E w JOB NO: 23-00514 SCALE : AS NOTED SHEET NO. 5 TYP. @ 1 CORNERS p2 0 00 0 M 13'-0" 2 D2 FT3GE 12'-0" N O @ 24" p O.C. MIN. 0 J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL CS FT7G T6 c� TYP. 1 T LO BRG. WALL.,/1 0 0 P D Li O N r FT8G FT11 1 C7 LL FT1 1 FT13GE BRG. WALL CE S6 ri TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL CE 35 —0(2) c A TYP. U.N.O. 22 tt A (2) FT9 D1 _ ) CJ3B CJ1B 9 D1 7 D1 FG3 7 D1 C, 10 m m U U 5'-0" co 0° A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" gut ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 1140.0 MPH WIND SPEED (ALLOWABLE) 1 108.4 MPH EXPOSURE CATEGORY I 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: 7/B' EXP. 1 CY16) orly32" EXP. 1 e3/16) TILE: 15/32" EXP. 1 (33�16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2 x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER 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]-[12:12] a=4ft a=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 1 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 1 112" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3"SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-112" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** — 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5l8" 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/ ) D SINKER LUGT2 3100-M 4520-F 3100-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 1 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) 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 1 0 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. FX CONY LEDGER MAY 17 2023 Virtual Review Assist, Inc. Mans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN -A SCALE: X"=1'-0" slv J fEi_ 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 F o E o S IN C 6 O GO N ., rI C', LL J , LL d �. Z m cam'_ 0 w a o �N W V5 0 m J Z �o, M Z a J k N Q k` Z O L)U < O ❑ ❑ z N z Q rl � N N z 5 �-1 N *T`• U OLL+ Co t/1 c y w r— E 8 = t c U) Q Q LO N III o a W Z J O Q g `= 'z o z® Qp E m 11 wo °wa H C ¢� �� oa �o �z Z c0 ♦— � ai a Q az aZ it w U3 ra O Y .o oz z m � Y-3 � Q W Z jy�c�c 8 O O 0 Ju W N 3 ], �J o > � ao fW� . �K J o w �o v zl< a 0 3 0 c C > M � O ti m m L L0 Co LO M a LO Q Cr N N _0 '' VJ m o LO LL M O O ca m 0o LO N Q N cV T E C Ln c° r z l6 z 7 N E M cc a E U _ Q a JOB NO: 23-00514 SCALE : AS NOTED SHEET NO. 6.1 (2) TYP. 25' -0' 1 5, —811 191 -411 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r, / HIP -35.94 -49.57 -49.57 -49.57 10 GABLE 1 -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 —�-- --�— \�� ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): .O a it I� �J\e ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD \ ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I 1 QIr/ I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ( I I ROOF SHEATHING: j (D SHINGLE: Y/s" EXP. 1 (Y,6) ortY32" EXP. 1 03G) i I I 1 TILE: 15/32" EXP. 1 (31/s) Ir I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS zI r r �+ 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15132", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (21/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING (4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 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 - 1 Od x 1 1/2% 8-1Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -1 /2" HTT5 5795 5/8" ANCH. /(26)1 Old x1-112 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 w/ (10) 1/4" x 21/2" 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 wl (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 & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F W/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10- 10d SPT22 735 8 - 10d SP2 1010 1 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 12-1Od x 1 1/2" HHCP2 680 1 570 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L / 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 (6) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-O" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. MAY 17 2023 'e y Virtual Review Assist, Inc, Plans Review completed and approved #tl compliance with the 2020 FBC 7th Edition by Debra Annie Klahr PX2300 ROOF FRAMING PLAN -A SCALE: Y4"=1'-0" (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS 1�4 mod•-. •' M� �- '• •eCN y :� k? cis 1W r C FESSIW �� �7�''7�Billdtttt►1�3i�`•°�;` 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. 4ry N d Ct Co �,g O rn N rO ', � [7 ik V LL w J LL tL o. o Z t mrn o W I W @ N r 2 rnn�O�jO' m w EIL = N N Z Q J O U ¢ c°o z OD w ;:7 LA a� CD o C1 0 w $ V) C N toU) w ELV LU � .t0c e Q 0 N I o < w CAM i Z g LL W� Zo aN a p E s- Wz z® OL F_ 2O U 00 � U z%z wZ XoZg�a icN�n8To .? `ro 0Qz M0 JM3 m aZ° o 0� nz W 0 YZwL C7 � a� zI C C)i O M LL ON �• Of r0 M V W L— L() CO L0 :3 N a Q S N (C m > +-+ F o L0 _ O U- ^ m V1 N00 O Q N N �— E L ,^ z z / E co = a E U JOB NO: 23-00514 SCALE : AS NOTED SHEET NO. 6.2 1 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 174' and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied In accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / • O Safe vertical load Safe horizontal load `- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS SOME ENNUI C C :c 0 0 U190. • - : 8F441B/1T8F40 1B/1T 8RF40OB/iT 8F321B/1T FORM & GROUT SOLID J �U O /5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. :mom IIJIV I TYC Ur -LED #SREBAR IN. REC'D P (1) REQ'D ALTERNATE POWERS WIIVHI F =FILLED WITH GROUT / U =UNFILLED C LEAR STEEL LINTEL a ° = R RECESSED QTY. OF #5 ° REBAR @ BOTTOM ° OF LINTEL CAVITY G M.U. #5 REBAR AT TOP Q W a ° ° MIN. (1) REQ'D 1-1/2" CLEAR 81-16- 6/1 T a ,LO z C e GROUT tNOMINAL.QUANTITY OF A 5 REBAR AT = t~it w WIDTH #5 REBAR AT < BOTTOM OF a 10 ,u 0 TOP LINTEL CAVITY w rq NOMINAL --BOTTOM o o it 0o HEIGHT REINFORCING ¢ ¢ (7 ¢ Z 7-5/8"ACTUAL PROVIDED IN Z LL O w ui 8" NOMINAL WIDTH LINTEL ¢ � 0 3 #5 REBAR AT BOTTC UJ (VARIES) U) n a AS INDICATED MATERIALS-16 GAUGE POWERS cT pt recast intels = 35M psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 1. Refer to manufacturers specifications for installation. A Prestressing strand per ASTM 416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. low relaxation. Refer to manufacturers specifications. 7 /3 wire per ASTMar 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. type 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementifluos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"x1 J" TAPCONS OR TITENS 'CENTER OF STRAP @ TNVALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ou SEE PLAN TMALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = V-0" O 8'-0" LL O 4'-6" LL O 4'-6" LL B MIN. 5'-8" LL O O 13'-0" LL 5'-10" LL E MIN. 17'-4" LL LINTEL PLAN -A SCALE: Y4'=1'-0" MAY 17 2023 Virtual Review Assist, In . Plans Review completed and approved .e:r c mphance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 1 om......... �.7. 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 �E O O 41 C o N o 9) (i) 0r- r v R # LL Q cn J cau_LL 555 w W a 0 fl o; W =` ��pjOf z Co 1.0 C14r7 ZIL m w 1- = N OUit J W W ❑❑ 27 Z N Z - N of QD W 3 cn w W � U O w $ ,N C. N w A F- E t 8 xi = d _ Uin, o to Q • Offit N Z w Cl>_ J o Z Z 11 w a O U Wo aR I� Mo U Q wo U OZ ZO COO C,a QZ ¢e W Z w� ro Cn C om �< rOtt ZZ Z <m z uy' 3 T y $ LL gZSzo a W 0" W m o =3 o w Wa X0 yo Millch v a ° $Ia 3 0 `O = >M N L LO Co Ln M CV �'LO Q CT 0 N CL m �-+ o LO O U Y 00 o Ln N Q N N �- ui ,^ L (D o Z a} Z 7 J CM H \--' a E rJ � Q p JOB NO: 23-00514 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE 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 Y2INCHES (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. CD 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. 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 , RE UIREMENTS AND CONNECTIONS TO REQUIREMENTS, 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: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. Y " 2 Y44" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-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. 3 ALL PLYWOOD USED FOR INTERIOR APPLICATIONSA 0 SUCH S 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 7l8" 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 A36136M 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'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE 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 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent si n which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigatior' rinkler syystems includingg all risers and spray heads shall n6t be installed wi hin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and 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 reinfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 �ncrete over and mortar along the foundation perimeter must be removed before exterior sooi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier,must be install_ after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building., uilding. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" 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 8". 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 TO BE SYP #2 OR BETTER AN R MI R S, D O C OLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. MAY 17 2023 Virtual Review Assist, Inc. l"ans Review completed and appro ed fir compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 y v \tea• �., '�", tA S' S \ % " W 4-0-, .A ESS10 a\� 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 F Qr E C,:) gB CD N ID t� C (n N O N M 2525z J C , LL 0 0 5 c U.LL S o- a Z -vim t4 co o W C', m IL lr) Cl) Z iJ- r In VZ N OU 0 W p0 V M V M r- Z cM.l (per z � Gf0 J a Z M U S �,,�� l LL r fp N w � V O"' tf1 c U 4-- J E 8 _ � m t l� o J M Z � Z QN p wLL z® H N cl g go wo �U &< Zr� az <= wz > No U m 8z Z F Za w z W C 3 m 02 ELL go a �w Z o wa 0 �o IIIIIIII� M v is I aF �3 Q coLa O W L L0 M N fl. N Q Crlch S _o Co +-+ O LO i� M N m 0) 0 N Q 0) N ,- E C to z f0 z � E cn T.T. N a E 0 ¢ JOB NO: 23-00514 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING . F 16GAx1-1\2" LONG 3/4%1" CROWN gr .... ........ MAX t L 16GAx1-1/2" LONG 3/4"_1" STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O 0 0 5'-011 STUB -OUT FOR O 1'-0" 0 9 iy GAS METER o CV = • 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'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. IT-O" (3)16d TOENAILS 2" X 12" @ 24" O.C. 16-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wpanels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0� panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM 11 SIMPSON MGT w/(22)10d w � NAILS TYP. GIRDER TRUSS a STD. 90° CONT. #5 BAR T. #5 HOOK BAR I 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 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 I TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR block all Solid posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. )Small gap 2" max 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 118" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGYe" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1l16 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 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ---n DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. odnails SECTION a@ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) -zo 9 ❑� 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.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset 171 up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. rl 6' � A 1Yz" ROUND HOLE MAY J " 6" 6 r DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" -- _ .. Span (ft) Any t _.. 16 1,-0"' 1-1" 1 2" 1-2" 1' 7" 2-6 3'-2" " 41' 5' T' 6'-'t" 7'2" 20 1'-0" V-1" 1' 2" 1 2" 2'-0" 3'-0" 4'-0" 144-10" 6-11 6'-11" 7'-11" 6-11'"24 TI VA" 1'-2" 1'-3'" 2�' 3'T' 4'-8" " T 2' &-11" 9-9. 101� 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. 1Y" 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 1Y" 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. N.T.S. Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d I 3-8d 14" 2-8d I 5- BCI 6000se BCI6500se 9-1/2" 11-7/8" 2-8d 12-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60se 11-7/8" ; 2-8d 3-8d 14 2-8d 5-8d 16" 2-8d 6-8d I BCI 90s8 1-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 1 6-16d 6-16d 5/8"II 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 SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL ea . Backer block (12" wide min.) Nail with 10-10d nails.Install fight to top flange. SLEEVE THRU STEM Joist hanger SEE PLAN FOR a . • '.; . FOUNDATION INFO a STEM FOUNDATION GRADE REINF SEE PLAN Filler block. Nail with 10-10d nails. 4e Backer block required where top 711 4 n } mount hanger load exceeds 250 lbs. Install ti ht to top flange. e ° g I_77I rAv IIIII III 1 1/4"-2" gap Backer Block Top Mount "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p ``depth I -JOISTS BUCKETS N.T.S. r (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. Y 1 7 2023 Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edi 'on by Debra Anne Klahr PX2300 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 a e , •. 4 e a. a --I I MI III — i-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0"—\ CENTERED @ PIPE PENETRATION a PVC OR SCH40 SLEEVE PLUMBING LINE r U � e SEE FND. PLN. SIZE & REINF. or PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION PLUMBING LINE C _ e e°' ° eo G e ° a e a e —I = I- o a SEE FND. PLN. SIZE & REINF. �ptu lcij OFE•SSie�` fitI 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'a signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 01 N v �= Lo N 0) Jo to M 0 a J LL LL � U. l L l a Z m �� t oN a _@ O: 0 Ip tD W k�n�4j 0 Z to N LL mcc w Q Z N do � W y 00 Z N z z $ ¢ CI_ 1- a W(A z_ -3 CD cz cz LL (� —i � (10 M 15 tJ � A 0- O w s N c Ln M (9 U •C ~ EE L �? U . • o z M z S y IJ1 � z❑ �o >N O E ' Z® of 10 U �z-Z wo �U Z o � �� wZ w <g =mo a° `N w0 Z ma J W�< Q e w �z 3 VJaZ jo W m 6i; a� o N I ;o S2I3� zIa a o c 0 0 >M � 0 ns ^� W 0 .-. � N 0 tM Cr� o N ^Q^ L.1 m t..- +..+ O ILL I� '0 on N O 0) N Q 0) N ,— E ,� ^/� Y Z° M Z i y r E CM d f6 a. E v � a o JOB NO : 23-00514 SCALE : AS NOTED SHEET NO. SN 1 a N 0 L0 N g I N 0 3 N N E E O v LZ :n U 0 i U W CL 0 C LZ N N CL c 0 N N N 0 Q v fJ'1 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (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. IT TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & -' ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 W/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) M WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO e BE IN ACCORDANCE w/ ASTM . D7158-CLASS G or H, or ASTM I D3161-CLASS F, IN ° II'I 12 ACCORDANCE w/ TABLE — VARIES (TYP.) R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) — _1 —I I I I _ I RESIDENTIAL 8 i ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 • ELEV. 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 CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL FYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND W1.4=1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE i N •y ° z Z 00 cry >f 6 MIL VAPOR > — ,� _ BARRIER , C 4 _z 2 �• •r r E_11 -1 r COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" (1 STORY) ON 3" CHAIRS TYP. HOOK (SEE ( U.N.O. 4 V-8" 2 STORY) DETAIL) ) TYPICAL WALL SECTION ("A� SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 O.H.D. RECESS = PAVERS `1• SEE A/S3 OR J/S6 J`I i17M I I P' FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES M 2x4 CONT-' I' GARAGE DEPTH VARIES I I GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" ��K 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"4" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS `SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS 2x P.T. PLATE TYP ASSUMED FINISHED ' r GRADE MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY O° NOTE: "FOR BEARING WALL 04 W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. i�il�lr�lr�lr-I1�II=11`� �1' �11=Ir-1r-n_Ir=1r=11 . MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS A M 1 SEE A/S3 OR J/S6 J I I I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH —� N (U.N.O.) (OR Y' GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8— x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR )2" A.F.F. @ 24" O.C.) ELEV. -0'-31/2" z 31/2" MIN. A.F.F. O i ° "SHEAR WALL" �— — TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. ABOVE) S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0- (R302.11) 2"°x3116" PLATE WASHER (TYP.) (ALT: 1/2"xl2"TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 2" 31/2" MIN, _ / " in. - 4" ��11.=11=1= 11=1C • • ■ I IN , SCALE: 3/4"=V-0" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH I — (2) #5 CONT. 4„ rrr g�� ll U.N.O. IN. TYPICAL BEARING WALL @ STEP K'Cc� SCALE:3/4"=V-0" S3 V 11�/ Y 172023 Virtual Review Assist, Inc. Plans Review completed and approve l• •th th 2020 fBC 7th CA; SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY Ni M� 0J g �/ coN tar tom byDebralAnneC hr PX23UI ltl Y 2x BLOC G HORIZONTALLY@ FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 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 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20^ MIN. LAP [24- MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) FIBERMESH r WEEP SCREED INSTALLED BAR BOLTS 6" MAX N Q T- � PER MFR INSTRUCTIONS o END OF 2 PIATOEM WWF R FIBERMESH Cn E #3 OR #4 REINFORCING BAR o t, ° N_z #3 & #4 LAP SPLICE GRADE 40 MIN. F = 40ksi y- a ° Cl) ° n FINISH GRADE °O 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] g _ r D c - o •- 6 MIL VAPOR BARRIER D P ° — — °Q w � Tr A. • • T #5 REINFORCING BAR R 1 7/8" #5 LAP SPLICE COMP. SOIL. (COMPACTED TO — ° ° 36" MIN. LAP [36"MIN. LAP] 95% MODIFIED PROCTOR ASTM — — — �. 10" D1557) TTT- 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SLAB INFORMATION. FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR " i CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-01. J CONT. BEAD SEALAP • 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 m a °° E - , M 6 MIL VAPOR _ BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E v 6x6W1.4xW1.4 N WWF OR FIBERMESH c, —A - t K S3 2x4 P.T. PLATE 7/16" O.S.B. COLUMN LOCATION I 1 1 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE EE j w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o LU CONNECTION INFO. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ TAPCONS COLUMN TO PORCH SILL AT 8" O.C. 8" O. . ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w SIZE VARIES PER PLAN a > w/ MIN. (2) #5 VERTICALS > w FILLED SOLID (SEE PLAN FOR o SIZE AND REINFORCEMENT) w BRICK PAVERS or B PER 0' 0"FIN CA COMMUNITY SPECS (2) #5 CONT.— ON 3" CHAIRS 8" (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� r WWF OR FIBERMESH SEE A/S3/J/S6 —` 1 8- FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �— SLAB STEP & RECESS @ S.G.D. ( M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD i CONT. FOOTING STEEL MAT REINFORCING. Cl) coGRADE w z�w� w U Owcwn= •, z OD ch�Q FOOTING Uj BEYOND PAD REINFORCEMENT—/3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �3_ .,�V�O W/v *Not O F E S S 1 ON IIIIlilt �>>��`` 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. rn NN Ol �?00 FA _ m A t` 2 L, R d)4- ��N J ILL . Q. - -Z c� o S @ C140 W �pjO� m w 2 M 004 � LLJ Z OU W ❑❑ U c z z 2,_ 9 Q E3(a - N c) 0 o a--r N � U 0 w s �(/ I C N V) F- ") ,� w W s = t U � Q Y M • o M z� O w z ¢ LL Eo E_ O O ¢¢ U o �U OK Z Q) 0 � p W= � J 7 C ZZZz o V 0 m Z z m J maw a 0 �Z Z U r o v wa za ;o a o 3 0 o ` = ' CIOca o rn B Lid CO N a CN Q S � U) m N •�-+ LO O LL Y m 0 0) LO N Q 0) CN r CO LO r o Z N co i6 a U a o JOB NO: 23-00514 SCALE : AS NOTED SHEET NO. S3 (MONO) S W CD N a CD N M N s �Q T N o+ 3 a N N d v tr 0 v 0 0 tz N N N 0 a N N N 5 0 3 v 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 HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" 0] SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK - ❑ STEEL AND GROUT ❑ n PLATE EVENLY WALL IS 1 1/2" MAXIMUM 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 (2) 2x HEADER PER PLAN YARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .'+ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SPi w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� TO DRAIN DOOR OPENING DOOR OPENING EXTERIOR ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑FDI ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW, EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 �I�!�liil�l�i�l�!��I■■ -i MAN STD. WHOOK-1 GREATER THAN V-0" WIDE (U.N.O. ON OPENING _TICAL SEE FDN. PLAN FOR LOCATION ■■�'ICONT.OPENINGS I�I■■ ■■!II! lid■■ ■■III MEN ME NOTES: 1O 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. G S4 SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL r W O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY . ; GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ° a a °a ° SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. Tmay/ SFF �Nw 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"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 TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a IARAGE ,OOR ' .,, I W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. �S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) 1 (3) (2) (2) (1) LSTA30 9' -16' (3) 1 (41 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1� GREATER HEADER 1 �-(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER B • 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. DO �R SIMPSON HTT4 TYP. OHO 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. S4. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 CRICKET AS BLOCKING W/ 2-16d TOE NAILS F@ 1/2" EXTERIOR GRADE SHEATHING EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD ? a 2x TOP PLATE fn 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 VERTICAL WEB STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL O. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD JO.C. MAIN SPAN 2x P.T. PLATE FEQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL I E SCALE: N.T.S. S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF . 48. SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ (4 16d TOENAILS TO TbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION J/SS PLATE AND KISS FOR - ADDITIONAL DETAILS SIMPSON SPi SIMPSON SIMPSC RECES LINTELS . // SP4 SP4 SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON /- SIMPSON SP4 / SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED Fo I 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) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I & NUT OXIED A.T.R. I & NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) -(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 W��llgqQ� SIMPSON C VVirtual Review SP4 plans Review com Assist, In -. or cami pleted and approved 10d NAILS @ 4" 10d NAILS a;#�. with the 2020 FBC 7th Edition STAGGERED A STAGGERE a ra Anne in our 112300 TRANSOM FRAMING 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 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. 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 rR� REV. 06.24.22 SCALE: N.T.S. F L.O R0'. 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. IN a g 8 O Co CD Lo 9 �O_ ik LL Na ymsf M LL LL LL a V 11 IYi _j __ Lu 33 "z L C - a mw LW L-0 &0 Z Cj NZ a r_ I IL ZN O ci y W O❑ Z N z v J — a M N z ? LU 'U W 0 LLJ Ln CO U c E I c Q 04 0 -0 ` o J01ZO W M h � a Z E W0 2� �° QR o U wi o __® oa M CL bE o �~ 08 & Z u� ra aj QS z Sx Wf °' o oz Z m N mo 4w 8 3 g O w W m � �� yY z �3 o �a CIS �2 v 50§ a 0 c C: >M O �a Ln CO LO :3N a CN Q Y 8 (C � �` ~ m a..+ 0 LN O -be I� f° N m O Q) LO CN Q N N r_ :0 0 M C T E B IL E �; 0 a o JOB NO: 23-00514 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (I 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING 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 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 Mom( 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL ( )2 w/ 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT �° 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)1Od 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)1Od TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT X DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od / z 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ / FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1Od & (2)1 Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE / (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED \ (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L"BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES wr\� 2x4 "T" ON TOP OF PANEL 1/2" $" "J" BOLT 48" 0 C INSTALLED PER MANUF. x °� WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ (4) 1/4"x1 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. �, 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" O PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK �'i SCALE: N.T.S. S5 TITEN ON OUTSIDE I 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M X-BRACING, AND TOP co SEE STRUCTURAL CHORD BLOCKING N - _ NOTES AND NAILING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1/ (2)16d NAILS WOOD TRUSSES 00 to 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) P. BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS 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" 0/C FOR THE (2) 16d NAILS 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL t (2)16d NA (2)16d PER JOINT .,,... , ..,,,,,,,,, ,,,, ............� .........� 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (0-10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C�Mn TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 3 SECTION 4 16d PER SIDE SCISSOR GABLE "T" BRACE 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"0/C IF >9" SEE 1 O/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E GES AND 12" O.C. FIELD 1/4"xi 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL) I LJ BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS SECTION ("9 � SCALE: N.T.S. SS OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)1 Od x 3" AT I = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a@ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-O" - 6'-0" 6'-0" &GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 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. GABLE END BRACING DETAIL SCALE:3J4"=,'-0 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 cc CORNER JACK 0 Y a v z cc w z O HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n I r CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. L El 01 Ill NOTE: /-TOP 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 ZBOTTOM CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCALE: NTS ^� I f w 'E Virtual Review Assist, Inc. 'fans Review completed and a rOved compliance with the 2020 F8C 7th Edition hY Debra Anne Klahr PX2300 2X4 LEDGER --SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION @ 16" O.C. + •�NS� '% . �' e <( S .60 F 5: r' RO F E S 510 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. r�r �`` N 1- -4 o E N _ 5 0 o f71 } 0 v Q C J LL W z% ` - Z mLL� o J a- o_ Y to C- 510 W r p �pjO' m w 'u LL <°nIn Z jn. k Z N .� OU N air W 00 z N Pl z � zo Q (Z � N Ch o zell LL ♦� C/3 L 2 Q U M � OLLJ pp p to c y U W J V U ' � 0 -fl seo W CID cMM J y o Z LL o Zp 14 C:)- >= CJ +'z a a 1. _ 0 Wo o as -z z <0 <o WW �� R 0U m� 10 z� z m J m a ° Qw zz go W oa w = a m � oz �� =� o w� ;o v 0 a 03 0 `O = >M 0 1 m m L0 LO N Q QOCo 8 c� 0 m >' �--+ O U- Y 04 (V Q 04 0)N �— m CNO o Z E M r 1 a E U 0 Q p (D JOB NO: 23-00514 SCALE : AS NOTED SHEET NO. S5 "RYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER ( UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX.8" PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. x4 X ff ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO y( BOTTOM PLATE W/ 8d @ 4" 3-1/4" LONG X 3/16"� FURRING 3/16"� X 3" LONGFURRING (2) ROWS 3/16" x 3-1/2' FURRING TAPCONS #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCON 16" O.C. & 4" 2X8T TAPCON. INTO STAGGERED 16" °Q (TYP,) BLOCK@ SPACING x.. FROM EACH END w/ MIN. 1X8 �� O.C. 2-ROWS INTO 2 EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL • STD. 90 HOOK 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH „ 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3�� DETAIL (TYP.) STD. 90^ ` /� @ TOP & BTTM CHORD, AND (8) lx4 P.T. & ix8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) r FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT 1-71r METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: DOOR JAMB REFER EACH END W/ MIN. TO PRODUCT LAP SHEATHING TO BOTTOM OF BAND TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONDI N. jj�j 2x8 P.T. w/ (2) ROWS 3/16" ' ` JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" L J x 3-1/2" TAPCON @ 16" 1x4 O O.C. & 4" FROM EACH ^ FURRING TAPCON @ 16" O.C. & END w/ MIN. 2"EDGE DIST. 4" FROM EACH END w/ +2„ NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 2x8 P.T. ATTACH SECOND PLY w/ ' w/ (4)114x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ±5^ FIRST 2 COURSES 'L ` L BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A -A =1610 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" �. SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND d 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS PR BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1l2"SDS SEE NOTE 1SELOE1SNIGN ♦ d 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS * 7- IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA . ` 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE -- ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I I 1-3/4" RIM PAINTED ... w. .r'. ♦;. FURTHER INSTRUCTIONS. ° ♦♦;•' SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL F CHANNEL, SS NAIL w/ 5/16" HEAD DIA. @ 24 O.C. ... OVERRAN • .. CONNECT W/ 8d NAILS BRACE/ BLKG. FASTENED PER L ,. . N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT . 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR () PROVIDE TAPCON WITHIN ARCH FACES W410d NAILS THRU OSB INTO 2 x 8 CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'Y? WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. — 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL i MIN. 4" EMBEDMENT AT 16" O.C. LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 12 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FIL 1'-0" 5'-O" SCALE: N.T.S. SS JACK TRUSS PROVIDED BY SEE( PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. I - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4 x 31/4 TAPCON (1 1/4 MIN. ROOF SHEATHING ATTACHED i PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE EACH GROOVE @ , ° 0 ° ' 4 EMBEDMENT INTO K. B-B PER NAILING SCHEDULE ALL ° ° !•• /4" MAX 2t 8„ STRUCTURAL SOFFIT • #5 BAR '; °-0" • P * CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON SF01 .' ► e : IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS ► e ' o ' KNOCKOUT / iv 8d NAILS REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER ► •� : 8d NAILS @ 8" O.C. AT BUCK THE SOFFIT FL PA INSTALLATION CRITERIA :; ° CHAIR BLOCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY J LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 %, e e CLEAN FILL W 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT ? z TO BE INSTALLED 4'-0" MAX SEE PLAN 2 O TRUSS AS SHOWN FOR O.H. UP TO 2-6 " x VFRhA * F o °HO BUILT UP PLWD. BUCK - DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. > • iv ffTANDARD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + �FMGT (2)10d NAILS @ 8" O.C. h #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4%' WOOD + + TO TRUSS TOP CHORD FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + 't V . . L.. . . e N. ' ' INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING Lo �, �• f �• �, �, s• THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + ANCHOR INTO ARCH BLKG. rK HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0" SS TRUSS + + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP O . SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR '� CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION — TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") �. #5x6' EMBEDDED INTO EXISTING BOND BEAM MAY E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS SECTION @ROOF EXTENSION M z 10Z3 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 WITH MIN. 3" COVER 6'-0" SCALE: 3/4" =1'-0" SS O FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ W NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O 0 SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL e X , ° ° wCL A REINFORCING AS FOLLOWS: SEALANT o FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO Q 'L CL Virtual Review Assist, Inc. * PLACE LOWER HALF OF MORTAR IN BED JOINT, DO NOT FURROW. e 5l8" DIA. ALL THREAD ROD g # Plans Review completed and a oved * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ o , "SET" EPDXIED w/ SIMPSON SET a O ? fins compliance with the 2020 FBC t �' EXISTING FOOTING FF * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6 EMBEDMENT & ¢ co by Debra Anne Klahr 2 �LLED CELL SMOOTH. DO NO FURROW. e > 3 MIN. EDGE DISTANCE N DRILL 3/4"x5"MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT00, GRADE n. . t, SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT e ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \01 ° (2) #5 REBAR. (1-STORY) ` ` TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A SE CTIO N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION . MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" RETROFIT FOR MISSING '� FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" .,•, iit�110118Ed �kU `SIN i FI.0' '• `v �•` ����`ROFESSIO;� ��,,��• 11011111111111 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E N o $8 CRI V Go G �°? Iii 5Lo a% 0M 0� % LL � LL LL 0 W w w a Z @ °�13 _ o- oc'@C` 0 ILW��OiOi Z � N Z m w ¢ r N OU = W y ❑ ❑ Z N M O z ! ti) Z n a' W N N z S �4-J N LU E V o A 0 w g �N W_ J ¢ N M o M J o Z Z 11 o wo >ry k® E E V Wo i z oa H rt) g O X �� U O DU o Q Z co N CO �� pS wz �� co ro c � C QO �a � U W i mo 2 Z m J wm <w aw �o $ Mw W 3 02 g � G m N0 =r s wa ;o cv, �O >M � M IUD CO Lf) M .-. a N LC) Q �' � N U) Co N O Ln LL Y I� co N O LO N Q 0) N ,— E In z f0 z E _ ! T D M cc a U _j Q p JOB NO: 23-00514 SCALE : AS NOTED SHEET NO. SS 33r W 0 i Q N M N 0 0 N v N 0 C Q N N O E 9 E x 0 c J a v 0 J N N N LO in 0 0 ri N N N LO im U z W I I I I I I I I I I — — — — — — — — — — — — — — — —� CROSS BRACING DETAIL (TYP.)/1 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 rac-Ivu` "wfI iIAv r.w TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 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. —� '---/—WOOD TRUSS - J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" (2) #5's CONT. T&B w/ 4„ -0 #3 STIRRUPS AT 4'" , WHEN DEPTH EXCEEDS 30" GRADE N r T 1'4" PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS T T 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 FOR BRG. OR NON-BRG. WALL - 4" z PORCH SLAB SEE - a FOUNDATION PLAN w U) SEE PLAN FOR REQ'D STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP z (2) #5's CONT. T&B 32 W/ #3 STIRRUPS AT N z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB 1'4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. 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. 4--= 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 Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS �K USSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAN 4" PORCH SLAB SEE FOUNDATION PLAN HIP G.T • ' STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE WOOD WALL OR TRUSS. ---2X4 CONT. W/ (2) SEE PLAN 16d COMMONS NAILS EACH STUD TYP. T&B EXTEND TRUSS OR SLAB 1 1/2" ROOF SYSTEM (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" SHEAR TRANSFER GRADE EXTERIOR. WALL SCALE: N.T.S. ENTRY PORCH SILL r14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @MID SPAN MAX 6'-8" CORNER FILLED O I I MAX 3 SOLID. SEE ELEV. Q _ COURSE FOR BASE SIZE IH I— r — (3) #5's EA. WAY w w w fn _ I�PORCH SLAB SEE SLAB 7-1 LEVEL FOUNDATION PLAN (2) #5's CONT. T&B w/ - iv z CONTRACTOR TO INSTALL SEE CUT • SECTION FOR #3 STIRRUPS AT 4 -0 - MIN 3" x 3" WEEP HOLE 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. SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. 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 HUC410 w/ (14) I SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO ONLY WHEN INDICATED ON BM. _ 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINDICATED ON SCHEDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR TOP FOAM SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION L PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. `..� BM. SPLICE OVER CENTER OF POST SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d 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 2/132 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" MAY > > 2013 VRA COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR Virtual Review Assist, Inc. CONNECTIONS Plans Review completed and appro INFO. compliance with the 2020 FBC 7t ition by Debra Anne Y,iahr PX230 I>< YBEE PLAN Y2' CDX PLYWOOD OR 3/s' O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM IHEADER. 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 n 2x4 #2 SYP P.T. PLATE W/ ti V EPDXY ANCHOR OR J-BOLT OR Y2' TITEN HD 2, ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS °--+ SEE PLAN FOR OPT. d ° STAIR INFO. IF < CONCRETE STAIRS FORMED & POURED a ° I. ° <. °:.I MAIN HOUSE W/ (1) #5 EACH STEP ; 1J SLAB d b 4 (2) #5's CONT. T&B ° w/ #3 STIRRUPS AT < a ; a 4'-0" WHEN DEPTH .d el° . 8e d EXCEEDS 30" .. ° e ° o- GARAGE OR Z T .a A / LOWER SLAB ' a SEE PLAN 1,4„ SECTION GARAGE MONW 21 SCALE: N.T.S. M O N CV To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 4 5 10 g a w o .0 y J (13 W Q ui My w a li a 4 Z 0 u_ LL z oM mc� �_o o zco W co M Z _ z F a� ❑❑D W Z c�v z � z o v J i4 U) V) - N M 2! v �U w —� 0 w w � z L as Q � N o J� w C.0 C'M M Q ZZZ Q g U_ �o O wLL ?® F— o E 10 X Ira UO 0, gz < Zo d > >'o a0 ww Wg � = o.9 mo z zM m J s ym <n ¢w �Z W 8 A�� T � g0 az NF m a wO v 5 ova TO > CM 0 rn M L_ L0 .-. :3CID N o Cr Y o N �J y U ch CO co O CDLf7 N Q rn 04 N r M '^ 7 L/ to N LO 6 Z Z m CM E a v � ¢ o JOB NO: 23-00514 SCALE: AS NOTED SHEET NO. D1 (MONO) 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 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP SIMPSON LSTA24 w/(18) 10d NAILS O o°o o°o o°o o°o P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G o�SEE PLAN O 5/8" A.B. @ 24" O.C. AND 6" FROM i EACH END W/ 7" EMBEDMENT. IF �. AT STEP DOWN LOCATION, MIN 7" x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED OF SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B-° C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO T TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 1F1 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F Np F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE o`o. D o°i. o•`o o°o BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" 1 SEE FOUND. PLAN FOR FTG. REQ. O 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 r5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK FLOOR DECK W/ 10d NAILS @ 8"o.c. `. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP. GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL Q BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE I 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) -10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. ��j 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 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 WALL -------,NAILING \ SCHEDULE • � � � FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE 2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD \ PACK W/ 10d NAILS ` (2) 10d TOENAILS AT EACH END OF 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"x21/4" `. TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIDE U.N.O. ON PLAN — 2X CONT. RIBBON - TYPICAL BLOCK WALL ---__ (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. /-------SEE PLAN FOR CONN. GIRDER/COL. CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR I I NAILING AREA (TYP.) COL. SIZE I I I (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING '--BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) II SEE PLAN FOR COL. SIZE _ SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT 1. - SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER r7 SCALE: N.T.S. 2x4 STUDS PER PLAN PROVIDE 2x4 ON -- TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS DOUBLE 2x4 TOP PLATE 2 WS10d@ 3 0/ A XTF N K TOP SPLICE (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 wl (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2"CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS 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 SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT! DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 1 SYP U.N.O. 2 x CONT. T & B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *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) A. A. 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 �2xDS @ 16" O.C. ALT. HEADER ANCHOR • SCALE: N.T.S. Ae 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. JLDOUBLE 2x8 TOP MAY i ? 1013 PLATE —2x4 W/ 2 ROWS f' OF 10d NAILS @3"O.C. Virtual Review Assist, lq Plans Review completed and approved u cf-,mpliance with the 2020 FBC 7th Edition 1 1 by Debra Anne Klahr PX2300 O S r x Zz '• F L O f� R �"'Mili1111,10 ` To the best of theEngineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N E GLo N N 0) M Q rn'LV 2 My It C J E ci W � "" SS a Z 1% morn o W C _ 0 N��� LL m W N NZ a ZOU N W ❑ ❑ 0S � z N M z 00 z a $ N N M z 9 0 0 — U- �O w $ l/') �NC13 c d 13 w c Q �w 4 o M 55 $� Zw I—'L. E C Zo go >m as ►° rUts _ oLL ' O z® WO 10,70 Z OE F O w= ` '0 fJ) C m Q% Z ..8 zK z J 10 Im o< Q W go W T OLL� a NW M v w w �d ;o O0 p zl U 3 .0 C) = M CC O ns 0 Ln CO Lr) M CV CL 0Cr 0 CV d. V m >' ~+-1 0 `LO O 1L ^ m 04 N N Q 0) 04 N T- E Z M N T 0 Z E v w c a U 3 q o JOB NO: 23-00514 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1)SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK S 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE 'V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING' SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL O COMPATIBILITY SELF -ADHERED FLASHING -i DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS SELF -ADHERED FLASHING NAILING FLANGE rLnonnvv r�nvru.v SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK- PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asin 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 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)- 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT 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) SLOPED MUD BED 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to comer VINYL SHOWER PAN 8. Mechanically fasten as necessary SLOPE L WEATHER RESISTIVE BARRIER S.N SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING KING (SEE DETAIL SELF -ADHERED FLASHING 1 a 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 1'4" PER PLAN 1'-0" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER rn WINDOW UNIT /- DOOR ROUGH OPENING 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 - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally , with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 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 2 Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, 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 FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WPOt) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �� (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 EASE PAPER TO OSE EXTEND A MINIMUM 6" READ ESIIVEASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. -I �Ground� 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. :LF-ADHERED FLASHING ETCH ,HERED FLASHING 1 2 4 5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB CO Z SF LATH fWRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE II PLASTER STOP THIS NATU DO N( CONTINUOUS BACKER ROD & SEALANT DRIP ACCE A SOFFIT/CANTILEVER 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in cutters. Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS 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 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for I �AY 1 r glib view Assist. In c m Note: fc�r co Pl ev►ew Pleted and approved The building paper and metal lat i�gt lyd the 2020 FBC 7th Edition installed over the top of the weep Wcrgkd.A ne Klahr PX2300 WEEP SCREED DETAIL SCALE: NOT TO SCALE M N O N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W ,It E O M 8 0 C AL -(0 �93 59 0 fA Q 13 U) - ajM� J LL LL u LL LJ i =CEO v = r q W o m ILr°2rnrn u7 coZ d ZN O L) °mod W ❑ ❑ z Z n Q J N V) M z U (D Q u- 4✓ (� w U Q a O w s Cn c "' AM U L.I.J J r 1 0' its co M U i o1 Z Z Z < w a =o >M < pE . oLL z® Uo IT o E o -U �U < &OrsNr c0 wzf�Z7 � m� 0, Fz ZZ o N az W =F m ��W �- J s = w X~ '_ �Ia 0 `o = Le > CM O rn c� Li0 M N o I.f) Q Y o J N (� o m N LO _ - cc M O °° O oo N Q N N r E f6 cL00 _ T E E ac0 0 JOB NO: 23-00514 SCALE : AS NOTED SHEET NO. WP1 TRUMEA Mounting Brackets (10 Gaugei + +2"X+ t2'x2-12" See Anchor Schedule Bolts 112`r Dia. A.325 Gaiv. {Typ.) Q T Q '"` ''� ' T #145e1f-tlriilirtg Screws A/C Urdt Bottvrn Edge a Hurricane Strap (Typi4~.a1 .3 in Front) T Front Cross Support (May be cut to W) Left Bracket (16 Gauge) 4114 Self -Drilling Strews Thru Brackets d Back Cross Support Into AfC Unit 8o"orri Side (Typical: 3 each side for hurricane use) Washers ! Self-Lncking Nuts !gncd mitallat.. asex rtaer4.- Am I-W nisi. malt Hrarnuu.c An Braraa- 1lai� Srs� flt6lrsals ate "n tdgwyr ( firs argl spoilt) Back Cross SWport (May be cut to W) Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation Bulking Codes and Standards Product Approval Application Detail 9341 endb or TM version musing s[m lndtwlratAcaase Asmetlan 20M Smart Vass Praduds, Inc. Mtchw Graham Hamels F. Noma. P.E. Cal -ow. Structural Components (577) 441-8388 PE-73778 iRDCMogory: Products htroarcedas a Resuh of Infogismarboal can New Teehnaogy CarrplWnas Metho3 Eveivafim Report from. Florida Registered Architect ora Um"d Florida Professional Eng3reer awl Fresno Mom. Nanba aN.meProduct Discretion 1 9nartVat Modal $1540.510 dal FU..U. Flood pit V-1110. Vent 2 Snadital MaNI 01540-511 Dud Fund. Flood and V-0.11. Vail 3 ~Vero Madal#15406520 Insulated Flail Van 4 3 uldVient Motla 91540S21 Installed Flood Vent 5 SmalVal, Model#1540-524 169qud; Gaege Door ROW Vat 6 SmeRVent MaNI $4540570 Wood Well Insulated Food Vent amertWot Model#1540-514 14.58qud: Garage Door Food Vat Pag.1 of i 17n N202 Jet 2" Dole Poadne egg Veddea0 M validated s"(ggd FBC.Awrovai APB aam Locke Bo"m P.E. 12M&2020 12/182020 1228/2020 Approved (334) 30D.180D DWW 1N3112023 Yes Yes NA 41WL1oo 12PS1202S Y. Yes NIA •100100 imle023 Yea Yes NIA 41001100 12012m Yes Yes NIA 110pb ID0 12/312II23 Y. Yes NA WA 121312023 Ye. Yes NIA 410DLiDO I Z312023 Yeas Yes NfA WA Florida Department of Business & Professional Regulation P.pel col Building Codes and Standards 10142021 Product Approval Application Detail 9 Entity or no M Dam Pendria RM JIM Yew nwuhaeuh. S EMnaa a License Vawat.d By )LSubmitted 193C Ase-el A-imil Reveal. 2020 Drexel Metals. Ix. Jason Shumate. Zachary R. Priest Locke Bomda P.E. 63`141'2020 08/092020 0anwoz0 i 0/132020 Appraetd Category; Roofing i542) 303-1511 PE-74021 (3341300-1800 subCa gory: Metal Rood paumemrsdrexmet.aam Complaints, Mangy Evaluation Report from a Florida Repeterotl Arehtad or a Licensed Fiorloe Professional engineer ,Agig$ PNOdsst Mom. Munaxr a Mama Product Description QMtlty ltrwance CaVad exdrsrl. AooroaedlDr LIN Ararovedfor Use brIold DOOM Date In,I6(yj Out" WYM Ii $ 1 Drexel Mad Rooap 3Astems DMO 100N& DMC 15085, DMC 175S, DMC 200S, 121372025 Yes No NIA +OFlea ONG 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.ge 2.14 1t162022 spa Entity or 212 80 a �m Tie Ver lon Manufacturer contact Engineer& License Va"Gend By Validated Subm Ided FSC. Approval Approved Status Revision 20M Therm-Tru Corporation Steve Jesperson Lyndon F_SchmidtRE Ryon King, P: E. CW1512021 1201 M20 04r122021 05J08r2021 Apprared Category: Exterior Doors (800) B43-78M PE-03400 (W) 767-6555 Subcategory: Swinging Exterior Door Assombies sjospersorillillf-matruc. Compliance Metlwd: Evaluation Raportfrom a m Florida Registered Architect or a Licensed Florida professional Engineer FI-#2548111,08 Prodaebt.. - SeoO ProducfMetlel. NuMgffj Name CualltV Assurance Aporowsdfortrse Corltraet Exglration Gate In HVHZ Agnrovedfor Uso Oran = impact Resistant Deal Pressure 1 a. Theme-Tru Fiber -Classic and Smooth Star Nominal Mill &quotImpactBquot Opaque 12131=22 No Yes Yea WA Composite Edge Fiberglass Single Door tim"Irgloulswhg; X configuration) 2 b. Tharma-Tru FiberZUSWC and Smooth -Star Nominal G&M,8 MquotImpact&quot Opaque 12/31/2022 No Yes Yes WA Composite Edge Fiberglass Single Door wth Sidrrlbo(s) OnswirrglOutswril; XG, OXor OXO contguratons) $ c. Therm-Tru Fiber -Classic and Smooth-S'rar Nominal 6&#39,8 8quotimpactilquot Opaque 1213112022 No Yee Yes WA Composite Edge Fiberglass Double Door with or without Sidelites (Inswirg/Outswing: XX or OXXO confguratians) 4 d. Theme-Tru Fiber -Classic and Smooth -Star Nominal 88039;0 &quotlmpactdquot Opaque 12/3112022 No Yes Yea WA Composite Edge Fiberglass Single Door InsW uts ; X configuration) 5 e. Therma•TN Flber-CNssic and Smooth --,Aar Nominal B&439;0 &quottmpsc%q=l; Opaque 12J312022 No Yes Yes WA Composite Edge. Fiberglass Single Door with Slddile(.) (IrmWng/Oup;WNi XO, OX. OXO aanNguntiona) 6 fTherma-Tru Fiber -Classic and Srrootfn-Slav Nominal8&p39;06quot;inpact8quot Opaque 12W=22 No You Yea N/A Composite Edge Fiberglass Double Door With or vdthout Sk1eIRa#QlnswingfOutsvGng; XX or OXXO configurations) 7 g. Thera -TN Fiber-Gtasalo and Smooth -Star Nominal 65939;8 &quotlnpac8quot; Glazed 12131/2022 No Yes Yes WA Composite Edge Fiberglass Single Door (Insw riglOutswig, X configuration) a h. Themla-TN Flber-CpsWc no Smith -Star Nominal 680039;8.&quotimpac%quot Glazed 12131t2022 No Yes Yes WA Composite Edge Fiberglass Single Door with S cleiitl (ImAling/Outsvbng; XO, OXa OXO. configurations) 9 i. Therm -TN Fiber -Classic and Smooth -Star Nominal 6&1'Ki9;8 &quat,lmpaadquot Glazed IM112022 No Yee Yes NIA Composite Edge Fiberpiasa Double Door with or Without Sidelites Onsaering/Oulswnng: XXa OXXO configurations) 10 J. Therm -TN Fiber -Casale and Smooth -Star Nominal 88#3$O11quotlrrpact9quot Glazed 12f3lf= No Year Yes WA Composite Edge Fiberglass Single Door (InsWngloutsvft X configuration) 11 it. Therm TN Fiber -Classic and Smooth -Star Nominal BS#3S0 8qudtlmpaclBgwt Glazed /213lr= No Yes Yes WA Composite Edge Fiberglass Single Door wan Sdaloe(s) Omming/Outswrig; XO, OXor OXO confguratone) 12 I. Tharm-TN Fiber -Classic and Snmoth-Star Nomina188#39,0 &quotinpecffiglmt Glazed 1213ll= No Yes Yes, WA Composite Edge Fiberglass Double Door with or without Sidelites Onswirg/Outewing: XX or OXXO configurational is m Therm -TN Fiber -Classic and Smooth -Star Nominal SWO,,8 8quotirrpact&,quot Glazed Molded 12131i7fi22 No Yes Yes WA Open Composite Edge Fiberglass Single Loa X 14 n. Therms -TN Fiber -Classic and Smooth -Star Nominal 5W% 8 otlmpaation) Squotlnpacf&gWt Glazed Molded 12f31/2022 No Yes Yea WA Open Composite Ewe Fibeglaas Single Door with Glazed Molded Open Si it ite(s)..(Inewirglioutawing; XO, Ox.OXO ca,fguraGgnq 15 o. Theme -TN Flber-CMssic•and Smooth -Star Nominal 6&#39{8.&quot(npactliquot; Glazed Molded IM11= No Yes Yes WA Open Composite Edge Fiberglass Double Door with a wthout Glazed Molded Open Sidelites (Inswirg/Outswing; XXm OXXO comigurabons) 16 p. Therrm-TN Fibs -Clan- and Smooth-.Sbr Nominal 684M,11 &g ot;impact&quok Opaque 12r31J2D22 No Yes Yes WA Composite Edge Rbegliess Single Door vi th Molded Open Sidelite(s) (Insvving/0utawing; XO, OX or OXO configurations) =& 17 q. Therrna-Tru Flber-Clesalc and Smooth -Star Nominal 8 &qu0tlnpact8quot Opaque 12/31/2022 too Year Yea NIA Composite Edge Fiberglass Double Door Will or without Giazed Mai ed Open sidefiles (Inswrigloutawrig; XXa OXXO configurations) Florida Department of Business & Professional Regulation Pag.I a I Building Codes and Standards Iffl=I Product Approval Application Detail gm FLtlfllg 11" aiu Date Pendw Slip R21 Verdi manufacturer Cellists Engineer a Ueene IMIdded By Validated aLibMMAd FBC Approval rApD yed alaut Reid. 2020 PGT Industrials Ja. Romxrdd MI.,+Deda SCCO-CER Miaml-Ded. BCCO-VAL ilA92020 102M20 112412020 Approved Catesay: Exterior Open (941) 485-0 110 (786) 315-2590 SubCsf.gorr• Sildng Exlerlcv Dina Assembles Imornklepgtinaushieae Calnpllarae Hafted. Canpall. Mark or Liking an iaggaki ; Quietly Asnrlial Aborting! for .Uas Approved fa Use 11110111111. ) Sage SANradExolratignGala inHVNZ 01,ld,HVHZ airs Lira a Sa1D3570 (Lerga.0"I. lmpad) VkV Slkfmg Go. Door 04N42021 Yea Yes Yea NA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval numbers on the building components listed below it they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT} FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smoath-Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FLAI5332.1 - FL15332.5 +40.0/ 40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation F L2646 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 (1+6X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607r707f727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10120 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16+603 +60,01-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16J2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 41312023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 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 BuildingProd. Cem lank La Siding and HardiePiank L Siding P P 9 Lap 9 FL13192.1 - FL13192.2 NIA 12/31/2023 Be SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.01-75.0 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 N/A 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6/29/2023 Plygiass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 Nil 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF V E N11LA TORS Thompson Arch Metal Comp. Off Ridge Vents F L16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomancoh inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NiA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS1 DMC 150SSr DMC 175S, DMC 200St DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12131/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSLr LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630,15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels F L1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail on.1 .43 i/25f2022 gat Entid or 20 LM Date Pending 292 L22 v,enelon Manufacturer Co Engineer Engineer & tdcense Validated By validated Submitted FBC ADoroval ADMV*d Amu Revision 2020 Therms-Tru Corporation Steve Aspersion Lyndon F. Schrridt P.E Ryan J. King, P,E 07r"2020 07/12/2020 07129=0 1011312020 Approved Category: Erterler Door. (800) 843-7628 PE-43409 (813) 767-8555 Sub0stagoric Swinging Exterior Door Assermies slaspersonigithematru.co COMPHOCC Mothod: Evaluation Report from a m Florida Registered Architect or a Licensed Florida PLAW416M Professional Engineer Pretluarat. . Sell Is Produq ModN. Number or Name Product Description fig ContractExpiration Data Approved tar Use Approved In NVHZ for Use Outside HVf2 Intoact Resists Pressure 1 a. Thema-Tru FZrL'=e .0.r and Smooth -Shear Nominal e&#*,8 8gtot: Impad&quot Opaque 12131Y2022 Yea Yes Yes WA Composite Edge Fiberglass Single Door OnsvirglOut.rirg; X configuration) 2 b. Therma-Tm Fiber -Classic and Smooth -Star Nominal 6&#39,8 &quotImpad&quot Opaque 12nit2C22 Yes Yes Year WA Composite Edge Fiberglass Single Docrxith Siderte(s) Orts*40utswing: XO, OX or OXO configurations) 3 c. Thermal Floor -Classic and Smooth -Star Nominal 6&#39;9 8quot;lmpactilkil Opaque 1 V3112022 Yeas Yes Yes WA Composite Ecae Fiberglass Double Door with or without Sh: Wltes (InswslWOutawing; XX or OXXO conNgurations) 4 d. Ttlerms-Ton R ba•Clessfc and SmoomStar Nominal 88999,08glrOt;iNp2c&quo,; Opaque 12J312022 Yes Yea Yes WA Composite Edge Fiberglass Single Door OnsxingfOutswing; X configuration) 5 e. Thetas-Tru Fiber-Cla..ic and Smooth -Star Nominal 8&#390 $quoklmpad&quoL Opaque 12Y312022 Yea Yes. Yes WA EldsueinFinOssnpS; oorvith 5si{st)e tXOle, ODXo OXO configurations) 6 f.Therms•Tru Fiber -Classic and Smccih•Star Nominal B8#99;D&gtgtlmpactliquot Opaque 121312022 Yes Yea Yes WA Composite: Edge Fiberglass Double Door vdm or without Sidelftes (Irawirig/Outerving; XX or 0)0(0 configuratons) 7 g. Tharms-Tru Fiber-Cassic and E noathStar Nominal 6&M,11 &qucOmpad&quat Glazed 177312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Ins ing/Outawing; X configuration) 8 h. Thema-Tm Fiber -Classic and Smooth -Star Nominal 8&ll &quot)mpact&quot Glazed I MI/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door wlbi Sidelbe(s) (Inswing/Outewing; XO, OX or OXO configurations) 9 i. Therms-Tru Fiber -Cc and Smooth -Star Nominal e8#39;8 &quotimpact&quot; Glazed 12131 P2022 Yes Yes Yeas WA Composite Edge Fiberglass Double Door Wth or vMhout SldWaes:(Imantng/Outaaing; XX Our OXXO configurations) to J. Tharm a-Tru Furor-Cleado and Smooth -Star Nominal 88#30,0 8quct;lmpact&quct; Glazed 12Y31/2= Yea Yes Yes WA Composite Edge Fiberglass Single Door (Inalilfin9/Outawing; X mnfigureson) 11 k.Therm-Tru Fiber-Clesslc and Smooth -Star Nominal 8&#39;08goWnipeet8quak Glued 1213l/2P22 Yes Yes; Yes WA Composite Edge Fiberglass Single Door Wth Sideits(s) arwrtingioulening; XO, OX or OXO configuratons) 12 1,Therms-Tru Fitmr-Cta"t, and Smooth -Star Nominal 88WJ8;08quotimpad&quok; Glued lwl)2022 Yes Yas Yes WA Composite Edge Fiberglass Double Door with or Without Sid litse (ItewinglOut-irp; XX or OXXO configurations) 13 m. Thenna.Tm Fiber -Classic and Smooth -star Nominal 6&#398 &quotlmpacte quot Opaque 121312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with &quotNon-Irrpatd&quot Sidellte(s) (Insvirg/Outwoing; XO, OX or OXO co ifgumtkins) 14 n.Thermo-Tru Fiber.Classic and Smoo,h-Star Nominal SM39,8 aquetImpaoMquat Opaque I2J31/2022 Yes Yes Yes N/A Composite Edge Flbeglass.Double Door wth &quot;Naef rpad&quat. Sidelites, O nswir2/(.ut5Wrg; OXXO configuration) 15 o. Therma-Tru Fiber -Classic and Smixi"tw Nominal 8&#39D 8quotimpeot6quok Opaque 121IM22 Yes Yes Yes WA Composite Edge Fiberglass Single Door wlth 8quot;Nor Inm Rd&quor, Sidelite(e) Onsviirg/Outsvirg; XO, OX cr OXO configurations) 16 p. Therm-Tru Fiber-Clusic and Smmgn-Star Nommsl &&#30D aquotlmpaQ&quct Opaque 12131f2022 Yes Yes Yea WA Composite Edge Fiberglass Double Door cosh 8quotNoRlmpect&quot SWellbas(Inaabg(Outs,4%; OXXO configuration) 17 q. Tharm-Tru Filb -Classic and Smooth -Sher Nominal &ill 8quce;Non-Impscf&quok Opaque 12J3172022 Yes Yes No WA Compoina Edge Fiberglass Single Door 0nswing/Outswirg; X configuration) 18 r. Themes-Tru Fiber -Classic and Smooth -Star Nominal 88#38;8 BgwkNon-Impau&qurX Opaque 12131/2022 Yes Yes No WA Composte Edge Fiberglass Single Door with Sidelte(s) linsWnglOutawing; XO, OX a OXO configurations) 10 s. Therm-Tru Filer -Classic and Smooth -Star Nominal 6&#39;8&quct;Non-lmpac&quot Opaque 121311= Yes Yes No WA Composite Edge Fiberglass Double Door k t or Wthout Sidelhes (Irewhg/Outswing; XX or OXXO configurations) 20 t Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&M.0 6gwatNcn-Impsct&quot Opaque. 12J31P2022 Yes Yes No WA Composite Edge Fiberglass Single Door (Inswirg/Ousvn tng; X configuration) 21 u. Therma-Tru Fiber -Classic and Smooth -Star Nominal S&M.0 B.quotNon-Impact%q of Opaque 1213112(r12 Yes Yes No WA Composite Edge Fiberglass single Door vdth SidelithaN Onseing/Outsveng; XO, OX a OXO confia urabonsl 22 v.Therrre-Tru Fiber -Classic andSmooth-fYar Nominal 8&839;0&quotham-Irxpad&quo4Opaque Iminom Yes Yes N. WA Composite Edge Fiberglass Double Door Will a without Sidelites (Inswvrg/outsxing: XXa OXXO configurations) 23 w Thertral Fiber -Classic and Smoth-Star Nominal egAli;8 ilquotNorn-Irrpad&quot Glued 12131/4022 Yes Yes No N/A Composite Edge Fiberglass Single Door O nswingloutswgg; X configuration) 24 x. Therrra-Tru Fiber -Classic and Smooth -Star Nominal 88df :8.&quotNon-Impacl8quot Glazed 103112022 Yes Yes No WA Composite Edge Fi1lerglase Sngle Door Mih Sdelta(s) On.ving/0uav4ig; , OXer OXO coraguretiona) 25 y. Theron -TN Fiber -Classic anti Smooth -Star Nominal 8&#39;8&quo1%NQn4nnpact3quot Glazed 1213l/2022 Yea. Yes No WA Composite Edge Fiberglass Double Door Will or vth�so;�ut Sidelines (Inswing7OutsMng; XX a OXXO configurations) 26 iThemes Tru Fiber-Gassie and 5mopm-Star Nominal 88039:0&quotNon-Iminc Mquat; Glared 121311202'2 Yes Yes No WA Composite Edge Fiberglass Single Door Onawirg/Outswig; Xconfiguration) 27 za. Theme-Tru Fiber -Classic and SmoahSsr Nominal U039i08quelt:Ncri-Inpact6quot Glazed 12131/2022 Yes. Yes No WA Composite Edge Fiberglass Single Door with Sidef te(s) pnsw(ng/Out.wrg; XO, OX or OXO comiguralions) 28 A. Therme-Tru Fiaer-Classic and Smooth -Star Nominal 8MSS:O 8quot;Nbn-IrnpacAquot; Glazed 12131/2022 Yes Yes No NAd A (/ Composite Edge Fiberglass Double Door with or / without Sidelites OnasvirglOutaW ng; XX or OXXO configurations) MISS YffiIgO. aiNd7ftIQC Reilshon 202a MI Windows and Dane Category: Extent" Doors aubCategory: Sliders Exterior Dar Asserttaes Compliance Method: Evaluation Report nail a Florida ResMerod Ardifted or a Ucanmd Florida F1f13332.Ra produde.. Praes.onel Engine. . a.a P ProduU Model. Nba a Name 1 SERIE3 d20 ALUMINUMunS GO 2 SERIES 42DALUMINUM SM 3 SERIES 420ALUMINUM EGO REINFORCED 4 SERIES 420ALUMINUM SOO REINFORCED 5 SERIES 420ALUMlNUM SM REINFORCED Florida Dope rtmWofBusiness & Professional Regukabon virtual Review Standards wCorplHdspra1 ProducttApproval Application Detail forV3nipI eadelplaR dz with the Itnuty or S�BIi&L !g.(am3ltcense Yet W1 alit YSoplaild ante Pend, FBC A®mval no Approved e c J u Brent Slitnlper Luis Roberto Lomas Steven M. Urich. PE 1ouam2a IWW020 iofl 2020 121/12020 Approved (717)385-3300 PE-62514 (717)317-5454 bsit ng.tarm vd.can 0adu t Qualities duality Assurance Contract ffirbireflon Date Acorevedfause AcaruYw to HVXL out" for Use wou um Resistant 124sle11 Pressure SERIES 420 ALUMINUM$Go OXO 12J3112024 No Yes No N/A 145.3J4&quoUSO&quo1: NON -REINFORCED SERIES 420 ALUMINUM BCD OX. XO-XX 12212024 No Yes No WA 96&qud;x80&quak NON -REINFORCED SERIES 420ALUMINUMSGD REINFORCED OXO 12t31/2024 No Ye. No WA 145.3G&nuptx9%qud; SERIES 420ALUMINUMSOD REINFORCED OX 12/312024 No Yes No WA XO, "B&quotpc9"qud; SERIES 420 ALUMINUM SOD REINFORCED)Oa 12012024 No Yes No N/A 143&qud1;x96&WoI; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 on 1r92021 .s,. -•"'Either Qft . 2111111 212 Data panne 2" jygp vertical Manufacturer contact Classes d Ucanse Validated ay Vdldabd attak" FOCAmrmM Approved saws Reislan 2D20 w1am6Det.,. oldster, aIOviamd Door Dwayne KRnish John E. Scales JemeyP. Arneson, P.E. 1 D/12/2D20 09292020 1ORM020 12MV2020 Approved Corperatka (130)793-812l PE-51737 (904)821-5200 Category: Evlaier Doors dkomish@wayne-daticn c duIsCat.gory: Sacp.al FWark l Doa A.Mirblas ern COrripllYhca Medatl: Evdudi. RePorl from a Fronds Registered Architect a a Licensed Floods Professional Emeneer . Pti92la4ttdl4adsuse 'd Ar r,,df.tree Apprgvedforthis flegast Design sw a PrOdn:t Model me Predator PfodOescnallon CixVazl CadretlonDole In HVXL O"d! HVHZ Jig pip, 5 5000/87De'820001105 90311;Ms. v.1dar. 14&fa8: Ms. height. Glesing 12/3112023 No Yee Yes *31.0035.00 Available In top orinblmeodl section. 10 SDOMIOCM20001123 168,0039; Muwidm. 14MI); Max height, Glazing i21312023 No Yes Yes •30.00633.50 avall.bb.in lop or Intermediate mallon. 11 aDON8100/82D0#1124 16inost M-Adth. 14M91. Max heyht. GIa21ng 12t3i2023 No Yes Yes 134.40LW30 "race in top a ntemxdbte sadism. Florida Department of Business & Professlonal Regulation Building Codas and Standards Product Approval Application Detail F." I pi t 115,021 :y. z�Do. _ 9&9s lmM Our MR OM. PwMrlg J�p mm V,,Iw 1 L ContedEndrre.a Licenseyaadded By FBC Amrova AgggYid aask. Rawson 2020 Carnes Division of AADO. Inc. Ton Rartay UL LLC Troy &anon, P.E. 12A1 a2020 120012om 1221=20 Approved Cisegdy: Extorter Dean 1641) 494-2813 (954)947-mo SubCamptir. Exterla Door Components tom.rar.yg?asaa.bicy-oo Comiallares Method Cabal Mark a Listing pLA11331.RelAsduds m - .. if" lratluct Mom. Mager a tome Qdlty Assumc4 ApproMforUse Approved for Use In KVMT. out i Impact Dodol R,W'timl F�ssurs 1 W7, 707, 727, 747, 757, 777, end e47 Snpo and Fees. Flush, Ghized, and Louvered single and pair. Of imiam Yes Yes Yaa WA Doors helot moral doors. Florida Departrnent of Business & Professional Regulation page 1 cr2 Building Codes and Standards sr�r Product Approval Application Detail Colo. .._-_. .Rialliv- .�. _ v. ••- pat. Wte Data Paaam O.b -. xm VersiornManufachumerCoined CYidnwr a Llcarae VdMied Bea V.1� Fac Awmvat Aagroyed MOM Romsbn Z020 MI Wlndoes and Dona &at &einga Nnerllan ArchtecWral Steven M. Urich, PE 111172D20 1IM72020 1127/2020 Approved Category: Wndows i717)MS-3300 Mentifeft sA-Made 171?)317-e454 subcategory: Single Hung pstlingeranswd.mm Compllsnae Nothod: Cemloati. Mark or LIOng Q .Our Asw nape Apt gg Arsrovetl for use Ipw peak. AW Wadw1 Model. Number «Name Product Dmrlptlw ea.ad Exdrsiat Dole In HKfz ouhide HVHz );ggSM prsggl(e 2 185 Sit 52x72 FIn.Flage Frame IGJSG Single Hung I OMV=3 No Yes No »601-60 Lendnated Glass N C_ N U Q �„ � O 2 C CU -0 a- � � CD V (�( `v O cu F5 O C O Q O ^^++ W O C6 LL O .0 O CL �1 -0 . '�� ^= VJ )- Q Z Z W J E W N `V O 0 0- Q L U 0 L v, CU M F- O L WCU W Z Z Z Q J a SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation pages of Florida Deparanerit of Business & Professional Regulation POP oft Florida Department of Business & Professional Regulation Pop I oft Florida Department of Business & Professional Regulation woe 1 02 Building Codes and Standards I125/mzz Building Codes and Standards +s2D:+ Building Codes and Standards 16=1 Building Codes and Standards intact Product Approval Application Datall Product Approval Application Detail Product Approval Application Detail Product Approval Application Dead lit J.�f3r to � Dab Pendino gig Elllat.o< gas gtlE ) gar 4441 l,aaz9[ 1 laic m a 999t ENa1L9[ gnat am I�gE wt 1� Version Manufacturer 22am FAoinew AlLieanea VeiMeleet By xwkl kit > FRO Approval Allentown $a0ala 71m Eariub=rS. Consul andnw a Ucom VMMS*d By yyiydad bingo FeC Amrsvd ADWOved la" mm Ila= Cam imiouLLW: !ice& idgma a am= fAGAM EEd AEA am& zm VlltsiDE IMmrfaal� 1�i6 EOIIoeM.Alk�E YialkO,al FaCAmrpval nip" d0a�8 ad& Reviion 2020 Corporation Steve Jas-7M Lyndon F.0 Schmidt P. E Ryan J. King P.E. 10A7J2021 OBI1812O21 PE-43409 10r13y202'1 12H5/2021 Approved ATIYrnatlan 2020 PGTInAwhhs Jena Roaov�il Mer1i-Osde 13Ct0-CEp MsmLDsda 8000-YAl 17p512D2o itg5rr2020 tin 1,2020 Approved ReWlm 2020 Mt Vsindova and Doors 9rrnl Shkrgtt Amedean Nchrt�atural Sloven MUrl4h. PE 100af202g 1gOfi4020 10na7D20 Approved Revision 2020 MI Vwndaxs and Doors &ant aninge Amadcen Archledunsl Sausn M. Urkh, PE 1lf2zr= 11filaco0 11282020 Actual Don CNttpOM 6(terar Doors Conseil aubCdWrf. SWnl Extwior Door Assemblies (800)843-7t328 (813}787-8555 sjasperacrathermatu.m Gregory: Wnd- (941)486.0100 (7811t)315-25M CYegay: 1Wmdpws (Ti 7)305-3300 Msnuhcturars Assccledon (717)31r-M4 COBOW. Vyndows O&Cmprr.•Fixed t717)3Ikl Mmda scurers As low (117)317-0454 bOthip.@.twd.ean compliance Method: Emlinatcn Report from a m SubCalagory: Silo Hung IraorrsMQppinduddeac om SubOKepir. Horizontal aloof compliance NkthoR Certification Mark a Latins bNtlhgalQmmhdAom Compliance 03 Ce6fkefion 4r aLrehy Florida Registered Arehtaet or a Licensed Florida corrosion- Mdthod: Colonel Mark or Lining Professional Engineer FL,"MW4UPmduda - P1 491a.gsalOtE FLMMOi4t7 Produb Ancra..e fv ass tamed glow QuEty Asm n Acoreyadfa Use Atorovdfw Un kit t stem Iplya. Arsevdra ux. Amaevd te<ues lMpetd !kft Ouatik AaelkilM A mD dforUm A ilAIN d IlLft JJEW f 11W AMA dYids HVHZ goobt" PreIMEt L¢t wd,.a Mom ..herarmm� g�yai,gadQimpg S IElan6 2utd011DalT. EeiKleOl Jmmm a11Ea FroduetModel. Manor or Manor $491ai, D S�[ffi.�tltlm..tatt In KVKZ outdde gm &Album Pressure lw PmOuct MOON. Number or Name Pfaduat Desenoeprl Contract Expiration Oats In H%Re outsioe HYHZ Re rr aesu 2 SWWM (Large Nsda Impact) Will Single Hung lHMwr wrail o25 Yes You Y. WA 1 HS I Fln ndflerge frame 73.62Insu+ded 0- 02116DO24 No Yee No +was 1 185 PW 73. 721na6ted Man. o4sowus No Yea No fe0r-80 1 a Thermal Fiber-Classc and Smooth -Star Nominal 68dG98 BquokNon-Irtpnd&gwk Opaque 12/3112022 No Yes No WA Composite Edge Fiberglass Single Door (Insiving/Outtening: X configuration) 2 b. Them TN Flux-Claaec and Smooth -Star Nominal 1 &M,8 8quctNw-Impact&quok Opaque 1211 No Yea too WA Composite Edge Fiberglass Single Dow with Sidelial (lnswingfOutexirg; XO, OX a OXO .-de-fions) 3 aThermici Fbe-Clsule and Smooth -Star Nominal 51110 ;8&quc)tNon-Impaataquok Opaque 1273ll= No Yes No WA FibuMbes Composite Edge Double Door wfth or without SkWitea (InuenvglWksning: XXor OXXO oonfgurations) 4 d. Thema•Tm Fiber-Chmc and Shod! -Star Nominal 7&MD 8quokNon-Impaa8quok Opaque 1213112072022 No You No WA Composite Edge Fiberglass Single Door (ln*mlrglOutoWng; X mrdgunatbn) 5 a Theme-Tru Fiber-Ctaeak; and Sm lobr-Star Nominal 78r WO SgtxtNon-Impad&quok Opaque 1211 No Yes No WA Composite Fie Fiberglass Single Door with Schaal answlnafOubvinlp; XO. OX a OXO 8 1. Theme-Tru Flbr-Classic entl Smooth -Star oormf Nominal Mule) haornthal iS&#39;0 &quokNon-Imped$gluk Opaque 12/81ill No Yes No NIA FloridaDepartment of Business & Professional Repletion Pa � Foc oft Florida Department of Business & Professional Regulation Pa Sit+ oy. /oft Florida Department of Buslr m & Pmfoulonal Regulation Pe Fees t oft Composite Edge Mbwog Single Door Building Codes and Standards 11J/J021 Boling Codes and Standards 1 32021 Building Codes and Standards Inli gntammg/0utewtg; X mrdigumbon) 7 9, ThemmaTtu Fiber•Cimic and EYnooth-81w Nominal S&OW;0&quotNon4mpodgguck Opaque 12131r= Composite Edge Fiberglass Single Dw wh No Yes No NIA Product Approval Application Deail Product APPrOVel Application Detail Product Approval APPIIcedlOfDetail Sidelite(s) (InewirglOLdawing; XO, OX a OXO - - - - - - -- - - wntgurations) 8 h. Themla-Tin Fiba-Classic and ,,Rrooth-Star Narnird Baa39;08quokNon-Impacl&quok Opaque 12/3112022 No Yes No NIAliiiiii _ _ _ _ _ - _ _ -- - Cempeaae Edge Flbamglase Double Door with or - TaIY - - - - - -:. _. 11aYEta[ - - Jul Jaae lase.elEaoE lllb Cgs! EOIC(aL nits lYta gae,ego.gg Jhk CaYa Fga6LE[ Jbae riSE ! ! We -a t Sidelan (Inawingloutlwng; XX or OXXO nib! Vsdm iti0ldliWLti S5"4,d &,do-&1.1aefseyaudw&I %Widbd Submitted FBCAontwa Approved a" MISS Ytv- Conrad Endmerer&Lkewe V.MddwIon t Validated iced FSCAonremd AgJasad so& Mtn yddilgII ManLftemy catod Much raLJeense VYNdadav YMlalka SLibmkte4 FBC Approval Apomm9 Militia 9 LTharria-Tru FlbwrCtasaio and Smooth -Star mnflguFzdons) Nominal 6&M39;8&quotNon4mpao%quM Glued 1213112022 No Yes No NIA AlftmMcn 2020 POT Industries Jane Rascoi therm-Oade 9CCO-CER MblI•Od.8=0-VAL 111152020 i1g572020 1411=0 Apprarod Rewd*n 21120 Ml Wbdw.end Doan somt Snmgun Luis R Lomas. PE Steven lid. Won. PE 101108/2020 iWiti 020 10AW020 127152020 Approved AflYnation 2020 POT Industbs Jens Renewal NOM.Ode OCCO-CER MMmI-Ode BCCO-VAL ills 020 IIAMM20 11n12020 Arowoued Composite Edge Flbwglms Sings, Door Ca+atial nlndaws (941)48"IOD (786) 315-21190 Cot g , Whd- (717) 365-330a PE-62614 (7173317-6454 C*opmy: Wndoss (941) 488A100 (780) 315.2590. answinglOubwig; X configuration) SueCatagprr: I lmear IOGPDdnduegiese SL bCst p y-. Mull- k dWinDerCmWd.eam slbCdartil Nrllaw )rosowsM@poriduwles.c 10 j. Thannul Fiber•Clasdc and Smooth•Star Nominal B&M,8 &quokNon-Impacb&quok Glazed 12I3111072 No Yes No NIA Cord adhod: Cone om Mark or Luling am Cw ollwto leeamt# Evaluation Report tom a Compuanu M4ared: Cantonal Mark or Listing om Composes Edge FlbaNiouSingle Door vM Flaw Rendered ArdiRect ors Ucrosed Forks Sldolae(s) (InsWrg/Oulsvdna; XO, OX a OXO FLA04t24tReAals - Frcheeipnd 6hgkhaer Ftfeat.4N3 RoaMts mnfipurstions) Aonravd ter tam too U 11 k Therma-Tru Fiber-Ckawe and Smoth SW Nominal 6& MS8quokNon-Impp�quot Glazed 12131 Q= No Yes No NIA YhssL Nudtera IYfxa Pro � afwd. lam NM! product Yodat Nuclear or Mama g y NdiGoa Parini � Composite Edge Flberpass Double Door wide or WUfod (Inea4hglOutehNng; XX or OXXO Sw p$W. (Lsfge k sk Impact) ink D Yen Yes N/HH�a LEiII7a�t96SLta d�E1M414tJIH lmE7d a gWm 1 allele torNl Dowa anti WinOvws Aluminum Ltraons 0528/1026 Yes Yes tea WA 12 LThermme•TW Fiber -Classic and Smooth -Star configurations) seminal Bone) Nominal 78M39;08quokNon-Impaut8quok Glazed 1213112071 No Yea No N1A Lab 2 Prd 5794 8.M1Mt.QlIC!lDlmn S Yeiw Aluminum Muuon 12ni2024 In HVHZ $I No Yes Ma prep WA Composite Edge Fiberglass Single Door grwMnWutowtg; X owdiguradon) 13 In. Therms-Tru Fiber-Classuciand Smooth -Star Nominal 7&s3ol&quatNon-Impact&qud; Glazed 12SI ill No Yale No NIA Composite Edge Fiberglass Single Door with Sidelda(e) Qmenifg/Outawiil X0, OX or OXO mnfiguratione) 14 in. Thefns-Tm Fiber-Ckwle and SiooM.Sbr Nominal 8&030;0&quotWon-impaf&quct Gazed 121d112022 No Yes No WA Composite Edge Fiberglass Single Door (IrmUngiOutwtlg; X oadguPWon) 15 o. Therma-Tru Fiber-Classc and Smooth -Star Nominal Sill Ilquotliorm-Impacal Gazed 12131 rm ND Yes No NIA Composite Edge Fbwg(ass Single Doorwith Dnswirg/OWswfne; xv, oxw oxo Sideconfigurations) Florida Department of Business & Professional Regulation pale i all Florida Departmourt of Business & Professional Regulation Pipe zd2 Florida Deparanert of Business & Professional Regulation Pop I d2 16 P. ThemM•Tm Flber•Clawlo and Smooth•Sbr mnflinal B& aj Nominal 13&M39;08quokNon•impad8quok Gazed 12f3112022 No Vn No NIA Bolding Codes and Standards 142D71 Building Codas and Standards 100A27 BUlldlfg Cocks and Standards NOrN21 Composite Edge Fibeglasa Double Dow vMh or wiBout Sidelikes gnswllgouilming; )X or OXXO Product Approval Application Detain Approval Application Detail Product Approval Application Detail Product mnfiguradons) 17 it. Tham TN Fiber•Chssic and Snvoth.&w Nominal 6809:88quotHon-impmcdquot, Opaque 1213112022 No Yale No NIA - Composite Edge Fiberglass Single Door with Trsnwm(Inshdrgl0uteing; vOil mrd'gurstion) - _- _ - - 18 ml r. Thea-Tru Fiber -Chest moo and SthSW Nominal 88a39;8 &quotNon4mpad%quot Opaque 1211 No Yee No NIA S89t !'.� 2i t 20 DP(t� 11� III Enim I an gas DM PMana sett Sella EgYOrx 291 2KI 29LMM= go Composite Edge Fiberglass Single DoorwlM version l dmLl Fw asuR Version 0,Eur ,t,, lo*LIKA U L lgWMN Jagmaed FRC Anuoal AEaDEW IYg!�Mmu%mra cartma Validated as yvikhm submitted ?5C Approval AgDfE1R4 au Sdeliti and Transom (iruwing70utwoing; OIXO, OlOX or OIOXO mMlgueaams) Revision 2020 James hlarde Building Products, InG Chad Oiardte V. M4nv' Tan JMn 8mtha(d, P.E. Ou052021 T2/td12020 D1A162021 oft FBC Alen RaNskn 2020 Aialde Nle# lbanpsm Lyndon F. Sdhmid, P. E Ryan J. Knp, P.E O2JI5202t 071152021 021tll1021 04n317071 .aiaaovd Rewsldn 2020 (1 Michael Sfieh Rabat Nemmen John W. Knravlm. PE 09262020 09212020 1002/1020 12/152020 Apprarod 19 a Tharma•TN Fbor-Classic and Smooth -char Nomiml SL 9:8&quotNon-lnmctgquok Opaque 12M1/2022 No Yes No WA cuow. Y• Pond Wdh (Pon 5458359 PE-81882 (352)367-2520 odpay: wnd W4lh Will 822-2389 PE-43409 (613) 787.6555 Ca gW. usual (400)?063411 PSS1146 (e54) 772d224 Composite Edge Fiberg lase Single Door with stbWbleall Sill ched.dkrvialuoamvandd subcdegicil Sofa mhanpecreddda.cpm 3,AlCa U sr. Asphalt lahhgies mdbhilw.com amt.($) Qnsvwng101Jtswing; XO, OX or OXO Compliance Panel evaluation Repent tom a e.com compiler-Ndbod: Evaluation Reportltafn a 0-*Memw Mdhod: Evaluation Reyat eon e Continuous Head and Sill com9guranens) Florida Registered Prdlitstora Licensed Flol Flaids Ragleti mdAmlibetora Uwnssd Fladdo Florida RegiderodAron%d or a Uoemsed Florida 20 t Themes Tru Foa-CAasak and SrrroetRSbr Nominal 8&a39;0 agtlokNon.lnmd&quot Opaque 1273112022 No Yes No WA Professional Enginew Pirelli .. I Engineer Protbslpnd Engineer Composite Edge Fiberglass Single Door with Sidefluni gnswinplOutewing; MD. OX or 0x0 - - ContinuousHeadandSHIconfcurations) QuaMAuursrace Auorwdfa Ueo Approved for, Use balm gdm Assumed fair use Approved fair Um `pgpg,L going. Approved fr Use &PEloved for Use aaaNt 219M 21 u. ThtamlaTN Rber•Clascb and Smooth-Sar Morning 0&M.8 &gtctNon-irq)*&&quok Glazed 1213112022 No Yes No WA AMA Product aodd. Numbs Mama Pro=.DmcrMo,Cmtw EmkOw Rat in KOC ,outside III Redstag Premium edA Product Model. thus. or Mena product C6akwmtlon Contract aw'.91on Dale lbNVHZ C Mde HVNZ ResMam Pae m Esa Product Mod L NaBerse Name pro lin HVHZ Outddr HVHZ Rdwd p_rk. with Compapte EftensWFlbgaw Single OX gn OX a OXO 1 Complains Lyn Siding ibereement lap sang 12alno3 Yes Yea NIA WA 1 a6Wa27aquot aoR Vent or Sold VW 1213111 No Yee No N/A 1 W flusphNliborahinglas Fbeplesenlmaood 34.11 nominated, 5-tibeno 12na12a22 No You NIA WA Head d Sill on curXO, Continuous Head and Sill mrmpumtiae) Continuous 2 Hrd.Plenk Lap aiding ttin-prmant IeP sldn9 121S111p23 nap Yea NIA WA 2 0. a,quaplancs 746qud; SoiIR Vent a Bala VYryI 8afa 17812023 No Yaa No WA M1lpAnge asphen shhples 22 v, Thermal Fiber -Classic and Smodh-Star Nomira188 :D8grlokNon-Impact&quot Glazed 1211 No Yes No WA 3 a8qud:GreenbrW'AntW Beeded8t3g: 9oflh Vent orSolid VMt4 Sett 12/312023 No Yes No WA Composite Edge Fiberglass Single Door with 4 d Lqud:D5aquot Stint Vent or Sold Verso Sale 170112073 No vs. sib NIA Sldatte(s) OnsvinglOutewfrg; XO, OX a OXO 5 eiqud;CherM OakpqucK actin Vent sir Bale Vtrryl Bala 12,312023 No Yea No WA Continuous Head and 811 oonfiguraMm) 6 f, 8guot 3ifpx Spon&quck Bond Vint orSdid Vtryl Sofa 1213112023 No Yen No WA 23 w. Therrre-Tru Fiber-Ciasac and Shndh•Stor Nanlnal 88M3 ,,$ 84uotNon4mpao*uok Opaque 12/31/2022 No Yes No WA Composite Edge Fiberglass Door Panels with Varied SidolWo) anowinglOubwng; XX XXXw XXXX cadipu ations) 24 x Ther maTlu F41er-Classio and Smooth -Star Nominal OSAMO &quokNon-ImpadBquok Opaque 12/3l/2022 No Yes No WA Composite Edge Fiberglass Door Panels with Vented Siddle(s) QnswinglOutewtg; XX, XXX or)OW mnrigurations) 25 y.Thermo-Tm FbWZtBssie and SAVWh-SMF Nominal 5801 Squep Non-lnvaeM,quok Glazed 121311= No Yes No WA Composite Edge Fiberglass Door Panels VMh Vented sdalloul Or swingJOutskytg; XX, XXX or )000( Florida Department of Business & Professional Regulation Page I or Florida Department of Business & Professional Regulation paps+ 01 Florida Droperlment of Business & Professional Regulation pope 1 all configurations) Building Codas grid Sto Words 106=1 Bulking Codes and Standards terms+ Building Codes and Standards t dID7+ 28 z. Therma-Tru Fiber-Classiegnd Smooth -Star Nominal 88fM:0&qucKNon•invac%quok Glazed 12131/2022 No Yes No WA Composite Edge Fiberglsas Door Pon&A VADI Vented Siddaa(s) pnsvdrhgtoumwtg; xX, XXX or XXXX Product Approval Application Do -tall Product Approval Application Detail Product Approval Application Detail conflgurallons) 27 zit. Thermal Fiber -Classic and Smooth -Star Nominal BBAKS:88quokNon-Impaddquok Glazed 12/3112022 No Yes No WA Composite Edge Fiberglass Single Door weh 31MI ROM.. Stdelie(s) (Insw rig101fbrwrg; XO. OX or OXO gmk - - - Ealgca - RAt gal Oft Persons gets Ss91 - gn*v or Dltt gat g3ehad0E gin - - Sr99! . . a0Ay I $! gait Dw Podro go 28 zb. Therma-Tru Flber-Gaesio and SmodhSter oonnguraeons) Nominal 8&0M:S&quctNon•Impad&quot Glazed 1211 No Yes No WA IVEI yogm + CEOlt9L dro&LkMe Vi4Wsi )Wk" iaaaed aC AavdAssua)ed AMA Ika vaolou aeO F,,tu¢ QU"9 EgdouLLUMokadW & )dd" @NUM FBCA-r W A@gp,7nd $bra jypy Yrnim ManulaeNrd .c�eLmhakmw&Desrw VaiMOAdte Vdtdmbd Nuillivarsd Ill Approval �hfm Composite Edge Fiberglass Double Door With Reunion 2020 TAMKO aiming Products LLC Kerr) Low Robert NbMnsn John W. Mainniidh, PE 1004/2020 010292020 IMMM020 12/152020 /ppwed RMdm 2020 L.V. ThwMp .Inc ma Thompson Architectural Tony Criminal Zadwy R. Pries Stever) M thich. PE DOM TI7D20 QWB/2020 0111=020 121150o2D Approved RWA- ZD20 Florida Mena Products Inc. Clark Jm►e James L. Bucker. P.E A Sewn M. III PE ODJ21IM20 os25r20z0 10.047020 12ASM20 AppraMd 31till Sldalibs(InawinplOutaWin9; OXXO Caresser. RoOing (417)1124-11544 PE-:N156 (954)Tr2-6224 Metals ConVmy(TAMCD) (813)246-340e PE-74021 (717)3174I454 coed Y, Roans 19178$&100 CRUCK Enginearhg 1717)317.8454 Ognfiguration)UrK kerri_danQlemko.cpm Categoly: ROWO tonyQ ponMlatoo7ng.esen S hCalegp,r. Rooinp Accessenes that ye al W.-Kenanteo.can PE•31242 29 za Thermal Fibs -Classic and Smooth -Star Nominal 8t:P38;0 aquot,Non-Im ad&quot Glazed 1213112022 No Yes No WA complaints mho& Enrds Cmpllance. Memod: Evgluaaon:Report toms SubCategDry: RooNg Accessories rind are m IMegd win onthe ReoMg System Composite Edge Fiberglass Single Door wth 3&M39D Sidel"(s) QnsvinglOutavving; XO, OX a OXO Flcrkds Registered Ardftectme Ufanud Flonm Iriepll wen cfths Flooding System l Cortpliama Mdhd: Evaluation Report from a dubled or a UeanxO Florida oollfgurationh) Prol enmd Engineer Florida ReydaredMMnaetaa UomdsFlorida Professional Engine 30 zd. TTenno-Tru Fiba-Classic and SmoothStor Nomnal 8&#M:O&quotNon4ffgwM,quet Glazed 12,13112022 No Yes No NIA - Prd4saWra EngineerComposite Edge Fiberglass Double Door with .. - 3&IM.0 Sklellhe(+nswllrgJOUtiuMng; OXXO dldlhr Axefrarr Aonra.alfause anianalfar Ina. soul! mna uMon) itzi Pr I4HVHZ ltdt,Idd persouna App[ord fr tin Approved fr lMe apple( guild 31 zit.Thw .Tru Fiber -Classic antiSmoothbbr Nominal?&M31&quokNon4mpad&qui)kShallow 12/31/1022 No Yea No NIA TAMKO Rod Undarlaymwnfe OSM023 Yes No NIA WA st Approval forUn mmm RWM EPEE EmAEL Ridge Vents fabricated 12131Ill E Inmvmz 29mdL = add" Yee No emmm WA S.iea Composite Edge Glazed Fibegkn Singh 1 (HVHZ) Rodunrldaymsmis rouse h FBC Her-¢ J1m)C i )ntEP.li gumkk= It1a� 174814 3 3- FIAMCO aqud;RV 10 Ridge Veasqud; Auinlnumn for pitded rwb No Door with or without I&dM;2 Sdelle(s) Ianalcaons. 1 Vd+t a9heMefa Ile TAMCOGoftnedt 26 g4 da*o rooTventihlor wain bale OaMOD Yea Yes NIA WA Rom 0.MF Aluminum (Irowinp/Oubwrhp; X OX XO or OXO om%umtions) 2 TAMKO Rod Underayrwds(NO114+14 ) Rodunlledaymards for use h FEI nw44VHZ Demnom No Yes NIA WA 2 erpe TAMCO OaceenadcVent ZB pL Oa10g1z029 Na You NM .01-52.5 juradcdms. s TAMCO Off -Ridge Rod Vent with Bat% 20 OIL sWo rwfvedNa with integrated Dame centre 28 Yes Yes NM WA 4 TAMCO Round Top OIPRIoge Vent with Battle for Tier 20 OIL stal rodw dwa with bane 09,09021126 Yea You NIA WA Florida Department of Business & Professional Regulation peg., at Florida Department of Sualtme & Professional Regulation Pq.i ens Florida Department of Business & Professional Regulation Pape 1 of 1 Florida Department of Business and Professional Regulation Building Codes and standards ItV2021 Building Codes and Standards 117rm l Building Codes and Standards 1125022 Building Codes and Standards 3l1W022 Product Approval Application Detail Product approval Application Dean Product Approval Application Detail Product Approval Application Detail edge mm ymIEO AtIoLkatim Conrad indnm&LJDo0il Bee gar DO-P Ydm - R a V&MA imam E FBC A-ra.al hmow Ram Sdal Mtn Version kl uf6, a- ioaaur C.A d Validated all Jane Jul yid EIS glfebAdo FEC Approval 20 Ag-md AMA FLif16259-R31 Rewemal 2020 Lomm. Kw. Junky James L guali P.E. Steven M. Undh, PE 1123rm 1123/2020 11Ill 020 one FBC Api Rewalon 2020 Banal Roofing Anderson Roblin AP NO Uniform Evolustern GaryW. w.1ker 11g32020 11AOb2020 11A1b12020 Approved 291111 g 11AI Status Ont g r. Rosario (501) e03-E163 PE31242 p17) 317.8454 CaNEery: Rooting (&Di) 380-6091 StNIps LLC (205) 854-0100 �/ ..��,.r. MandfaCtOrar _Cgs. \trsion �....4,,.4 Engineer Contest NalldalOd p.� "t �4���,4�a�,r C.20�i...,�4t..t D.�.�.,�4���� SMYyaLlan, aoaCtn7in>i3a t.RLnatt4Y. ,.,.�.�,t ARgLVJfS� APP�f� SubCatepol Feel Acrv.w"tb tseen Inte" Pon *fine RoWng System Itidleyelommm.arkn Sm6Cttagory: Roofing Ties complain- lAdhod: Evaluation Report eom a RaNnAnder QbWW.m m Revision 2020 POLYGLASS USA Maury,Alpert, License John '101213/202010122/2020FIX 121150020 CprrpllaneeMamd:EWuatmRepdtema Product EvalradcnEnUty Category: Roofing Sg3423313305rrialpert@polyglass.coin Robert Nieminen Knezevich, PE Approval Florida RoOdemdA7deect a a Licensed Flodd9 SubCatayory: PE-59168 (954)772-8224 11/01/2020 PrdenimalEngineer LUMWLwxagom Undeadaymends tLnuumLamo t 60 ties &sstg�t9[ril � gttim Cam Rance Method: p Amrwdraun C+ uma Ap�ritllor use � palm Elan 1s Road Ill lamb -a Mama Samiry- Sera, sate, Country Side, Sot old Engine 1 Prpeb�- narnw CO f 1213 2020 tJlllmi giE11(Y No Simi Yen tali= NfA P- WA Evaluation Reportfro n Efni 1 roduct YEr rm.Y IntOnR ondlu is mvIa gw t It aum Thatch lamp; mpao a Florida Registered g " 1 Dinil DA-4 orTIO-Bil Doick it Dal Loa Proaa, Polypropylene Poull RedVen 12f102025 No Yea (b-97.5b97b 17 sell 600-SMM. Shake Amp: $0Shake Fat ProSM-Siemens. CA 12/3ill No Yee NIA WA Arch te(X or a Licensed NMMM Icery ASM9d ro Pywoad Detlf. 16 it as Sony NO -Sale, Sink. &-p; Spit Swam SesmY TOO - Swka, Side Amp; Solt Shake Fiat Profile- Rial CA Fiat Rdlk- Stockton, CA 12131202D 121312D20 w No Ysa Yea NIA NIA WA WA Florida Professional 2) seam Tm-snake. Sdo&smP;SON Shake FlatProSh-Nato, CA ImirA20 No You NM WA Engineer Products FLOS2694131 88-0 Product Model Number or Name Product Owen tg ism We 1 polygonal RmodUnderknmermts Flootngunden(ayments 10r2V2022 No Yes WA 1 Polyglass Root Undedayments (HVHZ) PolyElaas roof underlayments for use in FBC12'2312023 Yes No WA HVHZ)udsdfdow. 2 Polyglass Roo} UndedayMetlts(nor-Nvii-Q Pdyglals roof underlayments, for user 1Y230= No Yes WA PBO mo HVHZ jurbdat win. 1 Polyglass Roof Undedaymenhs (HI Pdyglass roof undenaymenes for use in FRO 1Y1312023 Yes No NA HVHZWedWe . 2 Polyglass Root Undedayments (nw+HVHZ) Polyglit" roof undemgments, for use In 1223R023 No Yes NA FRO noms Wl juridW". 1 Polyglass Roof Undertayments (HVHZ) Polyalass roof undedaymenh for use in FSO12r13H023 Yes No WA HVHZ predictions. 2 Polyglass Roof Undarloyments(non-HVHZ) PoWassrootundenayments,for use in 12'43l2023 No Yes WA FBC non-HVHZ judedWorme. 1 Polyglass Roof Undelktyments (HVHZ) Potyalassroof undeliayments for use In li2123f2023 Yes No WA HVHZ jurisdictions. 2 PolyglassRo&Underky a ts(non+iVF1Z) Poyglassrod underlayments,for use in 1223/2023 No Yes WA FBC non-HVHZ jurisdictions. Florida Department of Business & Professional Regulation Building Coates and Standards Product Approval Application Detail Pap i all 100=1 _ Edib, all 117LL Vim Winner- consul rmiosLUMU Validated By lolly fivigg" M Amrord Effk Reulden 2020 MRek Inc. Erin V4akW IOC Evaludon advice, LLC ICC Evstual set**. IW 12021 Oamow21 0e/122d21 Approved ealegonr. structural conponares viezase-egos LLC. SLACA$ip7• Truss Roes unkiwanQrdi.mm (205) SN-BWO Compliance M4Md: Evaluation Report eon a FLIMST. Apnwh.t. Product Cv.1-I gin Gril ad a Product Model. iasnho o UM GWRv Assurance Contract Odrdlon Dap Approved ter Use Approved it, l j Csadcb for Use NVNZ � ILA f� Invariant 1 M18AHS 18 ge- Mph slrangin W" corm ldor plea t2131/2D22 Yes Yee N/A WA 2 M1aSH8 t8 ga. 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P.E 10/2812020 10/15/2020 llow2020 1211b12020 Approved Cataspry %utws (561) 7124882 PE4X)46549 (954) 947.0860 subcatesom Stem Panels mWebQalim l irAnshutte Compliance Method: Evaluation Report from a rs.mm Florida Registered Ambled or a Licensed Florida Professional Engineer "sal Product Model, Number or Nam* OU9Bb Amwmnm Product DWript1cm Contract EaolMaon Date Acomvd for Use Aopmven for Use In HVMZ oubWa HVN2 Jet DoWan Rwissnt Prwsuro 1 24ga Galvanised Steal Storm Panels 24ga Galvanized Stool Storm Panels 12/31/2022 Ye* Yee Yes WA Florida Department of Business & Professional Regulation pg.+ all Building Codes and Standards en42021 Product Approval Application Detail Cmfg Enbly w rift Jar pat, P din gait mm version Menurutura C!� 6nMw A License IMMN*d By Vdiddod fa&� PSC AWMW Approval lam RDIAMM 2020 W"Vfhi user Rcb Beldhwn ICC Evdutdon Sall LLC he Labe. 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TX 12/012020 No You NA WA Floods Department of Business & Professional Regulation Pep 1 eft Balding Codes and Standards +nmz1 Product Approval Application Detail C11st snf0L� lank .glk Iame.Emdm Do LU VMdD, U,,,,r au- C..Li LM& MLLUBM vemr.d sir YllillkLL lades rgCAeerpina AmgLag setae Review 202D Awns Suad Lewin ICC Evaluation Sevlcs. LLC Wlbmn M. Ra 1. PE 102112020 III I Will iioaiii e20 Ansoed consul structural Components (321) 710.3A7 (407) 601.1917 VuloCalerici Tress Flaba laad4Qalpineltw.wm Compliance N.M.& Evaluation Recall to. e Rcdfet Evaluation En* pussy Algeria" AMMVdfa UN AmroWdfr UN f'Pd Ds Ir affil< Pr*auoup". 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Number or Name Product DMWIItlon Oua1Nv AwunsnrNe Contract EzmlraUm Date Anarovod far U- Approved Ibr Gw In HVHZ Outside HVHZ Impact BasiaC Resistant PrM Me 1 20 Gage Galvanized Sbel Storm PanekHVHZ Corrugated Galvanized Steal Storm Panels Insured 12131r= Yes Yen Yes NIA or not by tracks to provide hurricane lin on, 2 24 Gage Galvanized Steel Storm Parelail Corrugated Galvanized $best Storm Panels returned 1211 No Yen Yes N/A or not by tracks to Provide hurricane Protection. Q26 mm Version Yanuf Wrr RaNehn ZD20 Cam Wcloj Cawrele Producta ln6 catpwy: amrnaY Cmpalann $.A,-degorr: Products Introduced on a Result of Near 7.0npegy Conlpllw" Named: Evaluation Report Rom a Fladde R.ghaf dlArdi act a e U-sed Flood. Pr 4m -d Engineer Fll17t4,ta:�edrrds _. 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Plans Review completed and ove mr compliance with the 2020 FB 7th Edition by Debra Anne Klahr PX2300 ¢ z a August 10, 2022 SHEET NO. PA 1,2, II I:� -- , I.I.yJI _. e Simpson Strong -Tie 202Updated 1z,3or2oza0 FBC Approved Products p For direct Inks to all SST approvals listed below, CLICK HERE For rWtltknal Information regarding Florida's Statewide Product Approval System and Meml-Dade County Natice of Acceptance (NOA), COCK HERE. FL#235S-R7 AW Product Model. Number or Name Product Description 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 114" diameter Titan stainless steel masonry screw FLNO99-RO AW Product Model. Number or Name ProductDescription 1 SD1O112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SD10112, SDI 0212 Strong -Drive SD Connector Screw 3 SD9112SS, SDO212SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22514, SDCF22700, SDCF22858, SOCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22814, SDCP22700, SDCP22858, SDCP22912, Strong-Drve SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27el4, SDHR31400, SDHR31614 Strong -Drive SDHRCombo-Head Screw 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SD625312, SDS26412, Strong -Drive SIDS Heavy -Duty Connector Screw SDS25500.SDS25800,SOS258M S SDS251I2SS, SDS2520OS.S, SDS25212SS, SDS2530OSS. SDS25312SS Strong -Drive BIDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL#10007-RS 22 Product Model. Number or Name Product Description 1 ATR3/8, ATR11Z ATR5/8, ATR3/4 Threaded Rods 2 ATUD5, ATU06-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 SP3/6-2, BPI/2, BP1/2-3, BPS/8-2, SP5/8S, BP3/4, BP3/4-3, BPRTUD3-4 Bearing Plates 4 CNW3/8, CNW112. CNW5/8, CNW3/4, CNW5M-1/2, CNW3/4-SJ8 Coupler Nuts 5 CTUD55, CTUDO5, CTUDW, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD9Z Coupling Take -Up Device CTUD98,CTUD89 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTUD3, RTU03B, RTUD4, RTUD4B, RTUD5, RTUD6, RTU07, RTUDS Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tiedown System 11 URS4 112" Uplift Rod Run Tiedown System 12 URS5 5/8" Uplift Rod Run Tiedown System 13 URS$ 314" Uplift Rod Run Tiedown System FL#10441-R6 AW Product Model, Num bar or Name Product Description 1 DTT2 Hold-down 2 HDC10/4, HDC1O= Hold-down 3 HDQ8, HH0011, HHDQ14 Hold-down 4 HDU2, HOU4; HDU5, HOU8, HOWL. HOU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHD8, LSTHD8RJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPA132, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strapstyie purlin anchor 10 PAI18, PAI23, PA128, PA135 Strap -style purlin anchor 11 STHD10, STHDI ORJ Strap -style hold-down 12 STHD14. STHDI4RJ Strap -style hold -dawn Simpson Strong -Tie 2020 FBC Approved Products Updated 1213Q2020 For d root Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Marro -Dade County Notice of Acceptance (NOA), n Irlc uoar: 21 LS series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 5-3/8" to 15-1 W'. 22 LBAZ ashes hangers Top flange hangers available in width of 1-9116" and heights ranging from 9311 S" to 13-118", 23 LEG3, LEG5, LEG7 sodas hangers Top flange hangers available in widths ranging from 3-114" to 5- 7/8" and heights ranging from 9" to 33-t/2' 24 MEG5, ME07 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 718" and heights ranging from 9" to 32-112'. 25 MIT series hangers Top flange hangars available in widths ranging from 1-9/16" to 5- 1/8" and heights ranging from 9-114" to 24" 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 3-3/8" to 7-1/8". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9118" to 7- Its" and heights ranging 9-1/4'to 32". FL#10860•R5 AKA Product Modal. Numtteror Name 1 ABA44.ABA44R,ABA46,ABA46R.ABA86;ABA86R 2 ABU44, ABU44R, ABU46, ABU46R, ABU55, ABU54 ABU65, ABU66, ABU66R, ABU88, ABUBBR, ABU1D10; ABU1010R, ABU1212, ASU1212R 3 ABW44Z, ABW44RZ, ASW46Z, ABW46RZ, ABW66Z, ABW66RZ, ASW7-7 4 A04, A04R, ACE-4, ACB, ACBR, ACE$ 5 BC4, BC46, BC4R, BC6, BOOR, BC8, BCS2-214, BCS2-M 8 CB44, CB48, C848, CS68, CB88 7 CBSO44-5052, CSSQ4$-SDSZ CBSQ66-SDS2, CBSQ86-SDS2, CBSQ88-SDS2 8 CC, ECC, ECCU Series 9 CCOSDS2.5, EOCQSDS2.5 Series 10 CPT44Z, CPTe6Z, CPTS8Z 11 EPB44A, EPB44, EP846, EPBW 12 EPS4Z 13 LCB44,LCB66 14 LPC42,LPCOZ 15 MP844Z, MP868Z, MPB88Z 16 PB44, PB44R, PB46, PBW, PB66R 17 PBS44A,PBS46;PSS88 18 PBV6, PBV10 19 PC44-18, PC48-18, PC48-16: PC64-18, PCBB-16, EP044-18; EPC48-16, EPC48-16, EPC64-16, EPCBS-18 20 PC4Z: PC4RZ, PCSZ, PCBRZ, PC8Z, PCBRZ; EPC4Z, EPC4RZ, EPC8Z, EPCBRZ; EPCBZ, EPC8RZ 21 PP644-4Z, PPB44-6Z 22 RPBZ FL#10666-R5 Product Modal. Number or Name 1 FJA, FSA 2 FRFP 3 GH48.6, GH46-8, GH48-6, GH48-8, 01-1410.6, GH410-8, GH68-6, GH86-8, GH68.6, GH68- 8, GH610.8, CHOI" 4 GLBSA, GLB5B, GLB5C, GLB5D, GLB7A, GLB7B, GLB7C, G1_B7D 5 GLBT512, 081-7812, GLST516, GBLT616, GLST520, GSLT620 6 HGLBA,HGLBB,HGLBC,HGLBD 7 HGT.2, HGT-3, HGT-4 8 UFPlMDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3-14 D 9-11T and W2 ranging from 35/8" to 7-1/2" Screwed column caps with Wit ranging from 3-114" to 9-1/7' and W2 ranging from 3-518" to 7-1/2" Concealed Post Tie Base Embedded Post Elea@ Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Descrhrtlon Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy GirderTnedown Universal Foundation Plate Universal Retrofit Foundation Plate ® Simpson Strong -Tie M20 FBC Approved Products Updated 12/3012020 For direct inks to all SST approvals listed below: CLICK HERE For additional Information regarding Flab's Statewide Product Approval System and MaM-Dade County Notice or Acceptance (NOA), COCK HERE. FL*10446-RG Anj Product Modal. Number or Name Product Description 1 A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APA6, APVA21, APVA4, APVAB Outdoor Accents Angles 3 APB44, AP844R, APVB66, APBIf6R, AP688, APB88R, APB7010, AP6101OR, APVB44, Outdoor Accents Post Bases APVB44R, APVB66; APVS66R, APVB88, APV888R, APV81010, APVB101 OR 4 APOJT2-4, APDJT2R-4, APDJT2.6, APDJT2R-8, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties APVDJT2RB 5 APHH46, APHH4SR, APHH610, APF MIOR Outdoor Accents Heavy Hanger 6 APL4, APLS, APT4, APT6, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Beam-to-Colurm Ties 7 APLH24, APLH24R, APLH2S, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z; CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 IDS Dry Wall Stop 13 FC4; FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1, GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A•2, H10S, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 1_30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Sliewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ2SLZ, LSSJ28RZ, LSSJ21OLZ, LSSI21 ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.58; LSSR210-2, LSSR410 Field Adjustable Siopeable/Skewable Hanger 28 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML28Z, ML28Z, ML21OZ Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU12II, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Roof Boundary Clips 32 RST-3 Rod Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, OTC; HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Cops FL#10447-RS Sea ilk Product Model, Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSOS3, DSCSRSDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2.2, HHRC42, HHRC42-2. HHRC4/1 81, HHRC44, HHRC5.2513.25, HHRC5.37/3.12, HHRC88 6 HRC1.81, HRC22 7 IRU26,LRU28,LRU210,LRU212 8 LSU26,LSSU28;LSSU210 9 TBE4,TBE6 10 TC24,TC26,TC28 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, TKA418, THAC418, THA422, THAC422,THA426.THA422-2,THA428-2 12 THAI1.811222, THAl2.06/22, THAl2.1122, THAI222, THAI322, THAI3522, THAM22 13 THAL422,THAR422 14 THJA26,LTHJA26,LTHMA 15 THJM2-4SDS3, THJM2-5SDS3, THJU28, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products updated 12450=0 For direct Inks to all SST approvals listed below, CLICK HERE For additional Information regarding Fkxida's Statewide Product Approval System and Manor -Dade County Notes, of Acceptance (NOA). CUCK HERE. FI #10456-R5 21"Product Model. Number or Name Product Description 1 BT, BTB, BTH Brick Ties 2 CMST12, CMST14, CMSTCI6 Coiled Straps 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 CompressionfTension Strap 6 DSP, SSP, TSP Stud to Plate be 7 H1, H10A, 1-112.5A, H3, HO, H7Z, His, H18S, HIS-2, H16-2S HurrlcaneTies 8 HGT-2, HGT-3, HGT-4 Heavy Ginter Tiedown 9 HS24 Hurricane Tie 10 HSS2SDS1.5, HSS2.2.SDS3, HSS2.3SDS3, HSS4SOS3 Heavy Stud Shoe 11 HST2, HST3. HST5; HSTB Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQ16KTZ, HTS020KTZ Heavy Twat Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA38 Straight Straps 16 LST149, LSTI73 Sleight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 19 MGT Medium GirderTiedown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12. MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA38, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC48B3, MSTC88133 Pre -Bent Straps 24 MST12e, MSTI36, MST148, MSTISO, MSTI72 Straight Straps 25 MTS12, M7S18, MTS18, MTS20, MTS24C, MTS36, MTS30C Medium Twist Strap 26 NCA200-12, NCA2x12-12, NCA2x8-18, NCA200-16, NCA2x12-16 Bridging 27 RCWB12, RCW814 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP6, SIPS Stud Plato Tie 31 SPH4, SPHB, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST18. ST22, ST292, ST2122, ST2115; ST2215, ST6215, ST8224, ST6236 Straight Straps 34 TB20, T827, TB30. TB36, T842, TB48. TB54, TB56: TB80 Tension Bridging 35 TWS10, TWB12, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedowrt 37 WB106, WB108C, W8128, WB126C, WB143C Wall Bracing am Product Description 1 CBH2.37x5.5, CBH2.37x7.63, C13H2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DUUTF series hangers Drag Strut Connectors Gable Brace Connector Hp Corner Plate 3 HGU3.6-1 SDS, HGU5.25SDS, HGU5.50-SOS, HGU5.62SDS, HGU7.00-SDS, HGU7.25. Heavy Hip to Ridge Connecters SDS, HGU9.00-SDS 4 HGUS series hangers Hp Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7OOSDS, HHGU7.25SDS, Light Slopeable/Skewable U Hanger HHGU9.00-SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUS7.25110 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01.81MSDS, HUCQ1.81f11SDS, HUCO210-2-SDS, HUCQ210-3SDS, HUC0310- SDS, HUCQ410-SOS, HUCQ412SDS, HUCQ5.25/9-SDS, HUCQ5.25111SDS, HUCQ610- SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 1213VMO MMFor dtect Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Maml-Dade County Notice of Acceptance (1110A), CL LICK HERE. FLX11461 -MAProduct Model, NUM bar or Name Product Description 1 HHUS210-3, HHUS2104 Joist Hanger 2 HRS6, HRS8, HR512 Step Ties 3 HUCQ210-2-SDS, HUC43210-3-SDS, HU00310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2-SDS3, THG03-SDS4.5, THGOH2-SDS3, THGQH3SDS4.5, THGQH4-SDSG Joist Hanger 6 THGW33, THGW3-4, THGW4-3, THGW44 Joist Hanger FL*ti473-RS j?,W Product Model. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, H18S, H18-2; H18-2S Hurricane Tie 4 HEfAl2, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor 6 HGAM10, HMO Masonry retrofit connectors 7 HHETAI6, HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tledown 9 LTA2 Lateral Truss Anchor 10 META12, METAt6, META18, MIETA20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, MSTCM80 Strap Tie for Masonry 12 MTSM1e, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FL#11496.RS goo # Product Model. Num her or Norma Product Description 1 DTT1Z Dock Tension Tie 2 H012, H019 Bolted Holdowns 3 HD3B, HD5B, HD78, HD9e Bolted Holdowns 4 HTT4, HTTS, HTT5-314 Tension Ties 5 LTT19, LTT20B, LTTI31 Light Tension Ties FL#13628-R5 21ffi Product Modal. Number or Name Product Description 1 SBS18x24,S87/8x24,SB1x30 SB Anchor Bolls 2 SSTB16, SST820, SSTB24, SSTB28, SSTB34, SSTB36, SST81 OL, SST820L, SSTB24L, SSTS Anchor Bolts SSTB28L FL#13672-R4 Sort S Product Model. Number or Name 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CM 2 HRSB, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI36, MSTI48. MSTI60, MSTI72. S/MST27, S1MST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C 4 LSTA30, LSTA38, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292. ST2122, ST2115, ST2215 8 LSUBH3.25, SUBH3.25, MSUSH3.25 7 LTP5 8 LTS12, LTS16, LTS18, LTS20 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC88, MSTC78, ST8238 11 MTS12, MTS18, MTS18 MTS20, MTS30, MTS24C, MTS30C 12 SM1.513, 5181.81, SJB2.06, S182.37, S182.56, S/B2.88, S/B3.12, S/B3.66, S/B3.62, S/B4.06, SB4,12, SM4.28, SB4.75, S/55.50 13 SeA2.1218, SIBA2,12/10, SIBA2.12/12, &BA2.12/14, S/BA4.18/8, S/BA4.18/10, S1BA4.18/12, S(BA4.18/14 14 S(H1A 15 S/HDBS, S11-1088, SA401OS: SMD1013, SMD15S, SMD158 16 S/HDV4, SIHDUB, SIHDUO, S/HDU11 17 SIJCT. S/HJCT Product Description Coiled Straps Straps 97 mil (12 go) Heavy Twist Straps Straps 43 mil (18 go) Straps 33 mil (20 ga) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers available in widths ranging from 1-9116" tc 3-9118" and heights ranging from 9.1/8" to 23-1511S". Face -mount hangers Face -mount hangers available in widths ranging from 1-518" to 7- $18" and heights ranging from 5-6116" to 12-7/8". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3. 1/8" to 5-1/8" and heights ranging from 4-314" to 15-3/4". Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-916" to 7- 1/2" and heights ranging from 2.7/8" to 19.114 Concealed flange version (H UC) available for all models having width equal to or greater than 2-9/16". Face -mount hangers • . • Simpson Strong -Tie 2020 FBC Approved Products Updated 125OW20 For cited Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOA), CL ucK HERE, 18 SILBV1.56, S/LBV1.81, S/LBV2.06, S/LBV2.37, S4 BV2.56, SA.BV2.68, S/LBV3.12, Top Flange Joist Hangers SI BV3.56, VLBV3.62. S/LBV4.06; S/LBV4.12, SJWV4.28, S/LBV4.75. SA.BV5.50 19 517720, S/DTT2Z, SHTT14, HTT4, HTT5 Holdowns 20 S/MST80, SIMST72 Straps 118 nil (10 go) 21 SP4, SP8 Stud Plate Ties 22 SSP, DSP, TSP Stud Plata Ties 23 STC,DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL4413904-R5 Ing Product Modal. Number or Name 1 CCQM3.62-SOSHDG, CCQM4.82-SDSHOG, CCQM5.50-SDSHOG, CCTQM3.62-SDSG, CCTQM4.62SDSG; CCTQM5.SO-SDSG, CCCQM3A2-SDSG, CCCQM4.62-SDSG, CCCQM5.50-SDSG 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLOM5.50G-KT, ECCLLQMD3.62G.KT, ECCLLQMD4.62G-KT, ECCLLQMD5.50G-KT, ECCLROMD3.62G-KT, ECCLROMD4:t32G- KT, ECCLRQMD5.50G-KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 4 LGUM26.2, LGUM26-3, LGUM26.4, LGUM28.2, LGUM28-3, LGUM28.4, LGUM210.2, LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 5 MBHA3.1219.25, MBHA3.121d1.25, MBHA3.5817.25, MBHA3.5619.25, MBHA3.581111.25, MBHA3.56/li.88, MBHA3.56/14, MBHA3.58116, MBHA3.56118. MBHA5.50/7.25, MBHA5.50/9.25, MBHA5.50/11.25, MBHA5.50I11.88, M13HA5.50/14, MSHA5.50/16, MBHA&50/18 6 MBHU3.5619.25, MBHU3.56/11.25, MBHU3.56111.88, MBHU3.56114, MSH1J3.56110, MBHU3.56/18, MBHU5.5019.25, MBHU5.50/11.25, MSHU5.50/11.88. MBHU55O/14, MSHU5.50116, MBHU5.50118 FL#t3975-Re Sag 9 Product Model. Number or Name 1 SDW223% SDW22338, SDW22438, SDW22458, SOW22500, SOW226W. SDW22638, SDVM834 2 SDWC15M. SDWC1SS00 3 SDWH1930004 SDWH19400DB, SDWHIQOOODB, SDWHIGBOODB, SDWH1910DODB 4 SDM274ODG: SDWH27000G, SDWH2780DG, SOWH2710ODG, SDWH2712ODG 5 SDWSI6212, SOWS16300, SDWS16312, SDWS16400 6 SDWS19800, SDVVS1971Z SDWS22400,SDWS225W.SOWS22512, SDWS228D0, SDW=800, SDWS22900, SDM221000, SDM221100, SDWS221200, SDWS221500 7 SDWS223000B. SOWS22400DB, SDWS22WODB; SOWS22800DB, SDW82280ODB, SDWS221000DB 8 SDWS22312DBB, SDVVS22512DBB 9 SDWS2730OSS, SDWS2740OSS, SDWS2750OSS, SDWS27600SS, SDWS278WSS, SDWS271000SS, SDWS2712006S 10 SDWV13400 11 STN22 FL#15363-R3 ^§2a Product Model. Number or Name 1 AS 18. AS 18S5, AS 18SO 2 AS 20HS 3 AS-20 4 ASHP Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers MasorlryTop Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-HECScrew Strong -Drive SDWH TIMBER -HEX HOG Screw Strang -Drive SDWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Attends Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Description 16 ga. Truss Plates 20 ga. High Strength Truss Plate 20 ga. Truss Plate Hinge Plate Connector FL#15730-PA algg"g Product Doocription 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM50, GDPM-75, GDPM-100, COPS, GW-50, GW-75, GW-100, GTH Go"ctuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-313 Adhesive Anchor for concrete - a ► Simpson Strong -Tie 2020 FBC Approved Products updated 12r-44Ma2o For direct Inks to all SST approvals listed below, CLICN HERE Fa additional Ir1(tlination regartlhg Florlde's Statewide Predict Approval System and Mam-Dade County Notice of Acceptance (NOA). CUCK HERE. 11 HUS, HUSC series hangers Fare -mount hangers available In widths ranging from 1-518" to 3- 9116" and heights ranging from 4.5115' to 11". Concealed flange version (H USC) available for models having width equal to or greater than 3-9/16". 12 IUS aeries hangers Face -mount hangers available in widths ranging from 1-718" to 3. 518" and heights ranging from 9-114" to 16' 13 LGU3.25-SDS, LGU3.63SDS, LGU5.25SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC2BZ, LUC21 OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- 5/8" and heights ranging from 3" to 10-15/16 17 MGUSAZI-SDS, MGU5.25-SDS, MGU5.50-SIDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in wdths ranging from 1.9/16" to 5 1/8" and heights ranging from 6.15116" to 19-1/2". 19 MUS26, MLIS28 Faoe-mount hangers 20 SUR, SUL: SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9/16" to 3.0116" and heights ranging from 3-1/1 W to 13-314". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on y, acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to Wand heights ranging from 2.W'to11.1/4". FL#10667-R6 Sea!! Product Model. Num tier or Name Product Description 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 1/8" and heights ranging from 7-1/8" to 30'. 2 DGBF series hangets Top flange hangers available in widths ranging from 3-51W to 7- 1/8" and heights ranging from 9-1/4" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2" to 3- 518" and heights ranging from 7-IX'to 24". 4 DGHF sodas hangers Top flange hangers available in widths ranging from 1-T4" to 3- 5/8" and heights ranging from 9-1/4" to 24". 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-1/4" to 8. 7/8" and heights ranging from 11" to 32-1r2". 8 EGO series hangers Top flange hangers available in widths ranging from 35/8" to 7- 1/4" and heights ranging from 11-1I4" to 37'. 7 GLS series hangers Saddle hangers available in widths ranging from 3.1 /4" to 6-718" and heights ranging from 8-1/2" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3A X' to 7- 1/8" and heights ranging from 11"to 32', 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 1/2" and heights ranging from 8" to 30'. 10 HGLS sodas hangers Saddle hangers available in widths ranging from 5-114" to S-718" and heights ranging from 10-1 /2' to W'. 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1 X'to 8- 7/8" and heights ranging from 7-1/7'to 37', 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1 /4" to 7- 1/8" and heights ranging from 14"b 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2-5flir'to 3 9116" and heights ranging from 18" to 26"'. 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8"m 3-9118" and heights ranging from 5-318" to 13-1/6' 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from I -W16" to 5- 112" and heights ranging from 3-7/16" to 15". Concealed flange version (H UCTF) available for all models having width equal to or greater than 2-9l16". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- Iis" and heights ranging from 5-3l8" to 2W 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" bD 7- 112" and heights ranging from 5-3/8" to 32'. 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116"to 3- M" and heights ranging from 9-1/8" to 16' 19 JS series hangers Top flange hangers available In width of 1-9/16" and heights ranging from 53/8" to 7.114". 20 JBA series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 93/16" to 13-118" AAY 172023 Virtual Review TA Plans Review coon Assist, Inc. o provfor com pleted and a pliance with the 2020 FBC 7tth Edition hY Debra Anne Klahr PX2300 EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12r90MO For direct Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NON, CLUCK HERE, 5 SET-XP Adhesive Anchorfor concrete 6 Strong -Soft 2 (ST62, ST824SS, ST82.6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CSSSS) Titan HO Heavy Duty ScrawAnchorfor concrete and masonry avalable vAth hex head in carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25158RH, THD037158RH, THO37212RH, Titan HO Threaded Rod Hanger for concrete THD50234RH, THD10212RH) 10 Wedge -AIL (WA) Wedge -AIL Anchor for masonry FLr11,16230-RB 12ea # Product Modal. Number or Norma 1 AT- 2 ET -HP 3 SET-XP 4 Strong-BoR2(STB2) 5 Titan 2 (TTN2) 6 Titan HD (THD.H4SS, THD.H8SS, THD.CSOSS) 7 Titan Turbo (TNT) FL#16937-11I[3 ,%al Product Modal. NUM ber or Name 1 X34Bi0185K,X1S1018,X1B1016-411r,X01S1018,XQI61016.4K 2 XL0114T1224,XL011481224-2K 3 XMQ114S1224, XMQ114BI224-2K 4 XQ114S1224, X011481224-2.5K XI 14SI224, X0112S1224, XQI1281224-2K 5 XU34S1016, X J34BI016-5K F11-035320-R0 JHO # Produ� Modal. Number or Name 1 DSSCB43.5. DSSCB48, OSSCB48, DSHS 2 FC843.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 3 FPHSD34S1016,FPHSD3481016,FPHSD3481018-5K.FPHSD34S1214, FPHSD34B1214. "SD34812145K 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2.25, SF04.25, SFC6.25 5 LSSC4.25, LSSC6.25, SSC225, SSC411E SSC6.25; MSSC2.25, MSSC4.25, MSSC6.25, MSSC425KW, MSSC6.25KW 6 RCKW3, RCKVU5.6, RCKW7.5, RCKW3S, RCKW5.5S 7 SCB43.5, SCB4&5. SCS47.5, SCS49.5, SC8411.5, MSC845.5, MSCB47.5 8 SCS32.597, SC562-5MT SCS62-Ul18. SCS82-5/118 9 SCW3.25, SCW5.5 10 SJC825, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH34B1 414, XLSH78B1 414 13 XQIS1018, X01 B1016-4K, XQ1S1214. XQ1B1214.3.5K, XQ78SI224, X078812243K, XQ114S1224, XQ114B1224-2.5K, XQ112S1224, XQ112B1224-2K, X34131016-SK, X1151016, X1B101e-4K, X1S1214, X11B1214.15K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP H igh-Sfrength Epoxy Adhesive for masonry Strong -Soft 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Then HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex heed, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description #10.16 Strong -Drive X Metal Stiff -Drilling, Tapping Screws with #3 Drill Point #12.24 Strong -Drive XL Large -Head Metal Set -Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #6 Drill Point #10-16 Strong -Drive XU Metal Stiff -Drilling, Topping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed.( lip Connector #10.16 a nd #12-14 Strong -Drive FPHSO Framing-to-CFS SeN- Driling, Tapping Screws Stael Framing Connector Steel Stud Connectors Rigid Knee Wail Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws #10.18.412-14. and #12-24 Strong -Drive X Metal SeN-Drilling, Tapping Screws .4-/ CD ^ W O L � 'a <V .� U � C CIO(U cn O O O CD C 0 U_ O .� 'a E O L cn 0 Q r E Z VrC^ICU CIO O L O CL L U 0 L, W U CC m O L ca LLJ W Z Z Z Q J SHEET NO. PA 13, MIAMF AGAM DADECOt NTY EM FRODUCTCONTROL SEMON 1l$43 SAT 36 &gees Rom 708 DEFARTIAE.UT OF REGULATORT Al P ECONGAUC RESOURCES (RER) MuniL Fkridit 33175-2474 BOARD AND CODE ADIAIN ISTRATION DIFISIONY 3 (736) 315-2390 F (7W 315-25" NOTICE OF'ACCEPT.4.'tiCE (NOA) t+nnr�i..;srsiesaraca.ou:v PGT Industtrirs, Inc. 1070 Technelo U Drit-e, North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of cotes nwboun iaterials. The documentation submitted has been reviewed and accepted by Miami Dude County RER Product Control Section to be erred m Mami Dad- Cv=y and srthet arena where aMmv4bydieAv1ha# Havv rig lust fiction (AH). This; NOA shall not be valid after the expiration date stated below- The Miami Dade County Product Ccnt ml Secim (In Miami Dade County) anNor the AM (in areas odum thanNbuniDade Cry) reserve the right to have this product or material trstedfor quality awarancepurposes. Yells product ormaterial. fails to petfarmin the accepted manner, the manActum will incur the expense of sat h kmting and the AM may immediatelyrev Bike, ma ddy, or suspend the use of such product or material within their jusisdi.ck<a. RER reserves the right to revolve this acceptance. if it is determined byMami-Dade CountyProduct Control Section that this product or material fails to meet the requirements of theapphmbk building code. This product is approved as described heaein and has been designed to comply wi& tine Florida Building Code - including the High Velocity Flunricane Zone DESCRIPTION: Series ":+ M, 770" Vhr11 Stidisg Glass Door (Reinforced) wlwo 900 & 13.0 coerces-L.I4LL APPROVAL DOCT MENT: Drawing No. MD-51570A Rev B, titled "Vkyl Sliding Glass DoorNOA (i34% sheers 1 through 21 of 21, preparedbymom, dated 10r05Y15 and last revised on (&01121, signed and sealed by A. Lyre Myer, P.E.. bearing the Miaaai-Dade CountyProduct Control Revision stamp with the Notice of Acceptance number and expiration date by th a M>ami-Dade County Product Control Section '%11ss LEI mkcT R ATI:YG: I.arp and Smal! 11 mile Impact Re+twant Liamitations: 1 _ See table 1(sheet 7) and table 2 (sheet?) forapplicable SM unit sizm dew paessu es, reinforcements. types, glass types, sill riser (see tables B-1 & B-2, sheen 7-8) and anciiorlayoat sheets requiremenis in l l thru 16. 2. Rigid White PVC, Tan (Non -white) Rigid PVC andBrovm coated (Pained or laminated) white Rigid PVC to be labeled per refelrenced NOA't:tegvkemeias_ 3. Egress operabledoors must comply with min clear width or height per FBC requirement as applicable. 4. Pocket walla: under separate approvat to be reviewed by Building official LABELING: Each unit shall bear a permanent label with the tmanafactuu&.s name or logo, city. state and series and following statement 'Miami -Dade Cauuty Product Conarol Approved", noted herein. R EN-E fi AL of this NOA shall be consi4err eed after a reoeveai application has been filed and there has bee nno change in the applicable building code negatively affecting the peerfam ance of this product. TER& A1TON of this NOA will occur after 1heexparattina date or if there has been a revision or change in the materials, use. and'ormamsactureof1heproduct orprocess . Misuse ofthis NOA as an endorsement of any product, for sales. advertising or any Wherptuposes shall autoinaEic ally terminate this NOA. Failure to complywith any section of this NOA shall be cause fortemoination and removal of NOA- ADVERTISE_'MENM The NOAnunim precededby the words Nfiami-Dade County: Florida, and followwed by the expiration date may be displayed in advertising 1it+eratme- If anyportion of the NOAis displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shellbeprovided to the user-bythe manufacru er or its distributers and shall be available for won at the job site at the request of the Building Of5cial. This NOA remises & renews NOA420-01'_9.05 and consists of dds page t and evidewe pages E-L F-2- E-3, E-4. E-5 & E-6 as well as approval document mentioned abrnr'- The mtbmttted documentataor was miew-ed by IsLaq L Cbanda, PE. NOA No. 21-0:05.63 Expiration hates Apri114, 2026 1 5"7 f i+1 +a.�+. Approval Date.Marrh 19, 2021 Page 1 PGTlndustries, Inc. NOTICE OF ACCEPTANCE: EVIDENCESUBMiTTED 2. Evidence Submitted under previous submittal A. DRAWINGS 1. Drawing No. MD-5570.0 ReerB, titled "Vinyl Sliding Glass Door NOA W—, sheets 1 through 21 of 21, prepared by manufacturer. dated 10,05/15 and last revised on 04122t20, signed and sealed by A- Lynn Miller, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pnsswe Loadingper FBC, TAS 203 94 along with marked up drawings and installatiott diagrams of all PGT Industries, Inc - representative units listed below and tested to qualify Dowsti 791 and Dowsil 993 siliconm. prepared by Fenestration Testing Laboratory, Inc., 'Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09;03114 FTL-20-2107.1, PGT SGD780 Ahtminim Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Ahem Ohutswyng Casement Window (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Aiumoinum. Fixed Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW7620A Ahem Fixed Window (unit 10 in proposal) elated 071131"20, all signed and sealed by Idalrmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification cakplations and structural analysis, comp1ying with IBC 'lea Edition (2020)- dated 0412220, prepated by manufacturer signed and sealed by Anthony Lyra Miller, P.E. 2. Gbzi4comphes with ASTME1300-04, -09, -12 and -lit. D. QUALITY ASS1T.lLn NCE Miami -Dade Department of Regulatory and Economic Resources MM). E. MATERIAL CERTIFICATIONS 1_ Notice of Acceptance No.19-0305.02 issued toKurarar America, Inc. fortheir "Trosifolg Ultraclear, Clear, and Color PVB Glass Interlayers . expiring on 07/D&24_ 2. Notice of Acceptance No.17-080&02 issued to Kurarar America, Inc. fortheir "Seno,Glasg (Clear and White) Glass Interh eery-', tgting on 07/04123. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) Whke Rigid PVC Exterior Extrusions for Wimidows and Doors", pirillg on 09i30r24. 4. Notice of Acceptance No.19-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non-WhW) Rigid Cellular PVC Exterior Exi nylons for Windows and Doors", expiring on 12P-9P`21 _ � � � `Malik I&aq L Chanda, P.E. Product Control trait Supervisor NOA No. 21-0209.03 Expiration Date. April14,2026 Approval Date: March 26, 2021 E -4 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. Evidence submitted under previous NOA A. DRAWINGS 1. Manufacturces die drawings and sections. (Submifled undoNOA & 11-0107 04) 2- Drawing No. ?-5570.0, titled "Vinyl Sliding Glass Door NOA. {Lim' , sheets 1 through 21 of 21, prepared by ni2nufartruw, dated MUM with revision A dated 04105117, signed and sealed by A. Lynn Moiler, PE. B. TESTS 1. Test report on 1) Utufotm Static Air Pr+es r Test, per FBC, TAS 202-94 2) Large Mile Imppact Test per FBC,. TAS 201-94 3) Cyclic Wind Presser Loading per FBC, TAS 20394 along with masked -rip drawings and in llatioa diagram of vinyl sliding gLw dock prepared by Fenestration Testing Lab, Inc., Test Report No. FM 8717, dated 1107115, sighted and sealed by Idahmis Ortega, P. E. (Test report revised on 02/15/16 and V124116) 2, Test report on 1) Air Infiltration Test, per FBC, TAS 202 94 2) Uniform Static Air Pressure Test_ per FBC, TAS 202-94 3) Water Reece Test, per FBC, MS 202-94. 4) Lange Missilet Impact Test per FBC. TAS 201-94 5) Cyclic Wind Presnre Loadingper FBC- TAS 203-04 6) Forced Entry Test, per FBC, TAS 202-94 along wither -up drawing and installation diagram ofvmyl sliding glass door, prepared by Fenestration Testing Lab, Inc- Test Report No. FTL &546, dated 1110ft,°15, signed and sealed by Idahnis Ortega, P- E_. ((Test report revised. on 01104i16 and 02i1I.-016) 3, Test report on i) Air Infiltration Test, per FBC, TAS -102--94 2) Unifcan Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203--94 6) Forced Entry Test, per FBC, TAS 202-94 along withmarked-up dowhugs and era W1 a+im dragram ofvinyl sliding glass door, prepared by Feiv!slration Testing Lab, Inc., Test Report No. FTL W47, dated 120VI5, sigh and sealed by Idalmis Ortega., P. E. Nest report revised on 0211546) 4. Test report can 1) Airinion Test., per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 20294 4) Large Made ImW Test per FBC_ TAS 201-94 5) Cyclic Wired Pressure Loadingper FBC, TAS 203-94 6) Forced Entry Test: per FBC, TAS 202-94 along with maiked-W drawings and installation diagram ofvmyt sliding glass door- prepared by Fmestration Testing Lab_ Inc., Test Report No. FTL &'W8, dated 12104,15, signed and sealed by Idahnis Ortega, P. E. (Test report revised on 0110446 and 02/11116). 1�11-7 I ZArk lshsq L Clbaada, P.E. Product Control Usit Supervisor NOA No,'1-0205.93 Expiration Date: April 14, 2026 Approval Date: March 25, 2021 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue) 5. Quanex Part Super Spacer Standard complying with ASTM C518 Thmmal Conductivity 0-991 BTU -in/ br. ft= `F, ASTM F 1249'V6 VTR Passe ASIM D3985 Oxygen -Pass, AS71M E 21901.G. Durability No Fog Pass. (Submitted under prMous ;r0A .Mo.15-0409.05) 6. Qhuanek Part u ,ass complying with ASTM C518. Tbesmal Conductivity 2.22 BTU4W hr fe T, ASTM F 1249 'tVVTR Pass, ASTM D 1434 Argon P Pass. ASIM E 2189 I.G. Durability Igo Fog, AS71M E 546 Dew Foist Development 20°F in 48 his. (&ibtr Ned under NOA.Ve. 1"409.05). 7. Vision Extrasiorls` Ltd_ Parts complying with PVC AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Smbmfitted under .A50414Ta 15- 0409 05) 8_ Vision Extrusioms_ Ltd. Parts complying with PVC-AAMA 303-13. (Submitted under 14 0 41 o.15-046-9. 05) 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Clyde (PVC} Exterior Profiles for Vision ExMzions, Ltd--VEX-1 by AAMA Fenestration Exterior Pr+oftle- Ca tiftcation. Progrmi 10_ Notice Of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA. Inc. for their "Tan 3040 & light shade (non -white) 1't7tite Rigid PVC Ex*rlor Extrusions for Windows and Doors", egAtiag on 02104,21. 11. Notice of Acceptance No. 1&-0122.02 issued to Energi Fenestration. Solution, USA, Inc, far their series "Mlkhe Rigid PVC Exterior Erhvsions for Windows and Doors', expiring on 02128123_ 12. Noticeof Acceptance No_ 24-0203.03 issued to Eiji Fellation Solution, USA, Inc- for their `Bronze &light shade cap coated R'hite Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04/16/25. F. STATE14lENTS 1. Statemeut letter of conformance to FBC 71a Edition (2020), dated 04;SSf20, issued by , signed and sealed by Anthony Lynn Miller, PE. 2. Stateiment letter of no financial iilteree5t and of independent, issued by manufachm. dated 041180'0, signed and sealed by Anthony Lynn Miller, PE_ 3. Private Labeling Agreement document between PGT. dated 03f301I5 and signed by an involved parties G. OTHERS L This NOA revises N0.46# 17-042(.06 (PVTw1CGI) and updates to FBC2020 (71&Edition), expiring 040-lal- 2. RER Test proposals #19-1155 dated 01110.20 aprpmved by IshagI. Ch2nday PE, expiring 04114;21. (,.4 f N 01.1, I*aq L Cksuda, P.E, Product Control Quit Supervisor "NOA. No. 21-02055'03 Expiration Date; April 14,2026 Approval Date: March 2a,1021 E -5 LZMMM-71. �r._ ,, NOTICE OF ACCEPTANCE: E«ENCE SMUTTED B. TESTS (continued) 5. Test report on 1) Air Infihratia] Test., per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-(A. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6) Forced Ferry Test., per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door,_ prepared by Fenestration Testing Lab, Inc-, Test Report No. FTL M49, dated 1 M15, sig>ted and sealed by Idabr is Ortega, P. E. (Test repeat revised on 12/04115 and 02 `11116) 6_ Test report on 1) Air Infiltration Ted, per FBC, TAS 202-94 2) Uniform Stag Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 20294. 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and ingallation diagram of vinyl sliding grass door, p epared by Fenestration Testing Lab, Inc., Test Rrmrt No. FTL 8552, dated 1 Z%q 5, signed and sealed by Idahnis Ortega, P. E. (Test report revised on 0211S;2.016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS202-94 2) Large Ma€sile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pn sswe Loading per FBC. TAS 203-94 along with marked -up drawings and i11st2illation diagram of vinyl slidinng glass door, prepared by Fenestration Testing Lab. Inc., Test report No. FTL 6639 (samples A-1 then A-22), dated 11 /19110, signed and sealed by Jorge A- Canso, P. E. (Submiifi4Pd under NO.4 Alo.11- 0107 04) 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202 94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94_ 4) Large Misses InVact Test perFBC, TAS 20194 5) Cyclic V►rmd Pressure Loadingper FBC, TAS 203-94 Forced Entry Test. per FBC, TAS 202-94 along with marked -tip drawings and installation diagram ofvmyl sliding glass door: prepared by Fenestration Testing Lab, Inc- Test Rgxxt No. FTL 6337 (samples A-1 thru A-5 . dated 12A06110, signed and sealed by Jorge A. Cam. P. E. (Submiwd under A10.4 No. 11- 010709) C CALCULATIONS 1- Anchor verification calculations, and structural analysis, complying -with FBC-2014, prepared by PGT, dated 12109115ani last revised on 01115116- signed and sealed by An ilmyL Miller, P.E. (Sub milled under ,0AXa.15-1210.61). 2. Glazing complies with A TME-1300-09. j Ishaq L C hands, P.E. Product Control Gait Supervisor NOA No. 21-0205.03 Expiration Date: April 14, 2026 Approval Dates March 25, 2021 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SL B�1fl TT ED 3. New Evidence Submitted A. DRAWINGS 1. Drawing No. Mil-5570.0 Rex- B. titled "Vinyl Sliding Glass DoorNO}A (LW, sheets 1 tiurotugli 21 of 21, prepared by manufacturer, dated 10/05/15 and last revised on 0210l i21- signed and sealed by A. Lynn Miller, P.E. Note: This revision consists replacement of same existing mstallation screw with flat head. B. TESTS 1. None. C. CALCULATIONS I. None. D. Q1t.ALiIY ASSURANCE 1. Nliam -Dade Department of Regulatory and Economic Rem (RER). E, K-ITERLAL CERTIFICATIONS. 1_ Notice ofAcceptance No_ 19-0305.02 issme+d toKuraia• America, Inc. fortheir "TrosafolS Ultraclear, Clear, and Color PVB Glass Interlasers", expiring on 07)08l24. 2. Notice ofAcceptance No.17-080&02 issued toKumay America, Inc. for their "SentryGlast (Clear and Wilite) Glass Interla vers"- egiring on 07104,"23_ 3. Notice- ofAcceptance No.19-1106.10 issued to Vision Extrusions Limited for their `Brown Coated (Painted or Laminated) i%%ke Rigid PVC Exterior Extrusions for Windows and Moors"- expiring on 0930024. 4_ Notice ofAcceptance No.19-1106.11 issued to Vision Extrusions Limited for their series ` VE 1000 Talc 202 and liglitter shades (No"'ho) Rigid Cellular PVC Exterior Extrusions forte endows and Doon-, expiring on 12MI. F. STATE?4iENTS I- Statement letter of conformance to FBC 716 Edition (2020), dated 02101121, issued by awn hchaw, signed and sealed by Anthony Lynn Milks P.E. 2. Private Labeling Agreement dated 0108/21 between PGT Indushies. Inc. and CGI Windows and Doors Inc., signed by Dean M Ruark, P.E., V.P. Engineering, on behalf of both companies.. G. OTHERS L Miis NOA revises & renews P+ O.0.1.t1_0429.05 (PLA w1CG1), expiring 0411406. 2. The current associated PLA CGI file #21-0205,01, expiring 04/14126. E -6. 1 sc'..7 ( - Z 4'rn-1, Ishaq L Ckanda, P.E. Product Coatrvi Us& Supervisor N4A No. 21-0205.03 Expiration Date: April 14,2026 Approval Date: March era 2021 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EYTDENCE SUBMITTED D. QC.ALrIY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Ries (M)- E. MATFRML CERTIFICATIONS 1. Notice of Acceptance No.154528.14 issued to Vision Extrusion Limited fortheir 'Whine Rigid PVC Exterior Extrusions for Windows and Doors"', dated 08113115. expiring on 0930119. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited fortheir - % E 1000 Tan 202 and fighter Shades (Non !%'line) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12108e'l6. expiring on 1212M 1. 3. Notice of Acceptance No.15-0528.15 issued to Vim Extrusion Limited fortheir Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for W-Indows and Doors", dated 09/13/15. expiring on 09130119. 4_ Notice of Acceptance No-164712.02 issued to ENERGI Fenestration Solutions USA, Inc. for them "TAN3040 and Lighter Shades (Non-NAWte) Rigid PVC Exterior Extrusions for M3ndows and Door s" dated 09r15116, expiring on 0204121. 5. Notice ofAcceptance No.16-0712.0'4 issued to ENERGI Fenestration Sohutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PYC Exterior Extrusions for R-endows and Doors" dated 09115116, expiring on 04i l6i20. 6_ Notice of Acceptance No. I6-0712.03 issued to ENERGI Fenestration Solutions USA, Inc-. for then- "White bite Rigid PVC Exterior Extrusions for 1Viadorot s and Doors" dated 081104 7, expiring an 02.+2&q g. 7. Test reports No(s). 10-002-792(A), 10-0&MO527, 535753-09. per ASTME-84, ASUM 1929 and ASTTu M35, issued by EXOVA to Vision, Extnt in for cellulosic composite material (Submflterd under J%10A A'o.11-01OZ 04) 8. Notice ofAcceptance No. I4-0916.11 issued to Rluaray America., Inc. for their "Semin-Glast (Clear and '%%ke) InterlayeC. expiring on 07P04118. 9. Notice ofAcceptance No.16-1117.01 issued to Kurmay America, Inc. fortheir "Trosifolt'Uhracleair. Clear and Color M InterlacetV, expiring on 07.0849. F. STATEMENTS 1. Statement letter ofconfomance withFBC-5a'Edidon (2fl14) and FBC-6"Edition (2017issued by manufacturer dated 08114/17, signed & sealed by Lynn Miller, P.E_ 2. Statement letterofno€iaancial interest, dated 0411&'17, issued by manufacturer, srgrled & scales! by Lynn Miller, P.E. 3. Letterof lab couphance, part of the above test reports. 4. RER Test Proposal No.17-0387. dated 05)115117, signed by Ishaq C7landa, P.E. G. OTHER 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series " 557012770" Vinyl Sliding Glass Door (Reinforced)-L-MI", expiring on 041140-1_ G t" 7 1*a9 L Civaada, PE. Product Control Unit Superviser NOA ;Uo. 21-0206.03 Expiration Date: Apri114, 2026 Approval Date: March 19,2021 14 MAY Virtual Review Assist. inc. Plans Review completed and a t`" campiiance with the 2020 FBE jth Ed t on by ©ebra Anne Klahr PX2300 N N Cn N Za O a U CD - 'a � a) c t- ct3 0 -a CL CO O a) C= OO U- cos O CU p .0 E a` .0 Q co Z �J Cn E Z cn cn lU O > L CL O Q L. U L L U CU m O LCU w Z Z Q J a 1.4 PA August 10, MIAMNd4DE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.rov/economv Cast 1. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD461 Z, titled 'Precast and Prestressed Lintel Details", sheet I of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by „ LT4612, titled Cast -Crete 4 , 6 & 12 Lintel Safe Load Tables ,sheets 1 Lintel Safe Load Tables „,sheets 1 through 3 of 3, last revision dated 06/1 Z/14, all This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08119114. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed b Craig Parrino, P.E. g y g revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report on flexural testing on 4", 6" & 12"Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per 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) ( ty) (' ty) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04/10/03, signed and 1. None. 1. Calculationsfor Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D 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 or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig f P g P P y g E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual. for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig b Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" prepared Y g g 2002. 1. Letter om Cast -Crete Co oration, dated February 03, 2012, signed and sealed .�' rP i7' gn Parrino, P.E., certifyingcom liance with the Florida Building Code, 2014 Edition. p� g Lintel Safe Load Tables", sheets i through 3 of 3, prepared by 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 January22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled ", 1. None. B. TESTS sheets 1 through prepared b "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", 3 of 3, p p y 1. None. County logo. 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 change in the applicable building code negatively affecting the performance of this product. B. TESTS 1 None 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. B �ami-Dade County Department of Re late and Economic Resources RE y �' p Regulatory (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance 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. L 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, W. E-5 as well as approval document mentioned above. The submitted documentation was reviewed by flelmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. Pr uct Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor ,%� NOA No. 20-0630.15 f!� NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 hnnMEoenDECatetrr /7 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date 09/11/2023 !!// pp ag 2012o Zo A royal Date: 08/20/2020 Approval Date: Z Approval Date: 08/20/2020 Approval Date: 08/20/2020 Pagel 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. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). L 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 - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. Ar C. CALCULATIONS 1. None, D. QUALITY ASSURANCE Virtual Review Assist, 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). In gin` Review Completed E. MATERIAL CERTIFICATIONS r. and a c9fflpliance with the 2020 FBC 7th Edition by Debra Anne 1. None. Klahr PX2300 F. OTHER 1. Article of Conversion for a name change. C41elliny A. Makar, P.E., M.S. Cl Hetmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 0&70/2020 E-4 E-5 August 10, 2022 .a--� O O Cn 'a C0 > O C U O O CD C to (U Cn O 0 BOLL 0 c CU O O .Cn E L L a- CU O Q Z Z W J E ZU) U) CU CU > 0 > 1_ 0_ 0 Q. Q L U O s` U C6 m O L CU w Z Z Z Q J CL SHEET NO. PA 1.5. /I ILI ECO IINc. TiLLR TESTING B ENGINEERING COMPANY ___. WATTRR A. TT=,, JR., FF7. ...alteco{a�6oLcrnn rL, LMWWA So.., AL CA L L—I4i' Lla A 19 PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUBCATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products LLC, 4800 S.W. 51 Street Davie, Flor da33314 I -PURPOSE OF EVALUATION; This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20.3, Method 1 D of the Florida Department of Busin*aa and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verltied for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Buildng Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION_ DOC1JMEN'L(P.E,D.i: Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tiheco, Inc.; signed and seated by Walter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part, phis Evaluation Report. �'A"kA A, •!jl[(7'% _�- T �; �tGElJSF''. � No. 44167 7/ �4 1' ,� * i *. yy i .- ; -' tOPIDP •4,y} . SyiyACs. • N. ` 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phow: 305 871-1530 - p / PRODUCT EVALUATION REPDXXXU. 20.072R.0T 2 222• TEST REPORT'S: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, - est ng, Inc., Reports # 96 589 dated 08/09/1996, #98-570 dated 09/18/1996, #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/0611008 witnessed by Gilben Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13. 2009, signed and seated by Frank Grate, P.E. 2A.-STRUCTURAL ENGINEERING CALCULATIONS On 20 Gage Galvanized Steel Storm Panel for maximum panel length va. design wind bad, as well as maximum anchor spacing vs. design wind bad and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Ttlteco, Inc., dated 11/03/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. WIND LOADS_ RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15, 16.19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor a Spacing shall be as Indicated on sheets 8, 8, 10, 11, 14, 15, 17, 18, 19.20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.178. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. "AilIIHIHEf", ,Q,,iAk/p�: y ��L'E .\(GNSe.. I_ _�?7 S :t 4%c _ _STATE OF :'� rei • F10R10 .�a """'SS/pNAt 9rN I III NillO wl, PROIIt1LTEVAL.VA1fTVO.2D•e72R.01 3 B. MATERIAL CHARACTERISTICS ANp SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components Indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.). drawing No. 20-175, 7. LIMITATIONS AND CONDITIONS OF USE- 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.175 prepared by Tllteco, Inc. and signed and sealed by Waiter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1020.2 of the Florida Building Code. 7.3. Product shall only be installed Into poured concrete, concrete block, and wood flame sbuclurea. Product Evaluation Report prepared by Waiter A. Tillit, Jr., P.E. (Florida License .No. 44167), President of Tilleco, Inc. (Florida CA-0006719). M,M1014140NN, ys?��jGENSF`�s S - 44167 i —1 , ; _*- 7,' j'20- - STATE OF �t •' IO / C�,t . RID VhasS/OPAL`, /rNlNnnnuaI WATY.L 0:1 TILTECO ADMON RECORDS T P. E. REPORT-20 L GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GALVANIZED STEEL STORM PANELI ORWO # W170 %REPORT S 2DO72B.01 /f,=LTECO INc. TItLR TESTING 6 lNGINEERINQ r.OMPANY WALTERA. TTLLT)', JR, PEE NITaoD(daoI.W. PRODUCT EVALUATION REPORT Hn pP ,IYIaNa 44,67 ILL., Lim. Xa. A"1 N REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME. 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products- LLC 48M S.W. 51 Street Davie, Florida 33314 I- PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by WaltsrA. Tllllt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 10 of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verity, that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions Drawing No, 20-173, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0712712020. This drawing is an inte�t[aN�fP St.'Is Evaluation Report. aka` � t p .,11�1R(rs -;167 6355 N.W. 36tb Street, Suite 305, Miami. Florida 33166 - Phone: (305) 871-1*9htp -1531 PRODUCI'_r.VALLI_ATION REWItT)VO. 4-"17_02 2 2.2E TEST REPORTS Large missile impact load tests were performed under SSTD 12.99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated OW11/C2 witnessed by William R. Mehner, P.E., Bortz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and seated by Edmundo Largoespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as par section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.D1-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-B and Tensile Test as per QC Metallurgical Report No. 1 OKMA 318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2,3E STRUCTURAL ENGINEERING CALCULATIONS, On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tiltsoo, Inc., dated 12/15110 and 08/27/13 (for this revision), signed and sealed by Walter A. Tllllt, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missie 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 pres sures. Maximum panel length shell boas indicated on sheets 3, 9, 10, 11 , 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11,13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Stonn Panel has been verified for (rode compliance to work as a non -porous storm shutter assembly, as per SSTD 12.99 Standard. A.If Au7«[I ? 7� _y * 67 �l� . STATE ss/ONAi����a� ANrhaa11010%MN PROD Tcr :V t. A MMIL+rta0f-NQ td-aVM 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 16, 18 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. S, MATIEWALCHARACTERISTICS AND SPECIFICATIONS* Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20.175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1E Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 1S of Product Evaluation Document (RE.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Wafter A. TIIIIt, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed, into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tifllt, Jr., P.E. (Florida License No. 44167) President of Tliteco. Inc. (Florida CA-0008719). ItdgLiNRitN N ok A. i11it y; '' GENs�' 'i. . �_31�7 WAnu � f� . = D:L TILTECO ADMON RECORDS ( P, E. REPORT.20 1 GLG}7AL PA =BE GALVANIZED STEEL STORM PANEL 1 DRWG # 20-176I REPORT # 2MMA'Al� N Pjr,ODOCT ... y, e,S .[ OP G� `a ........... 1� n�r��� �A�V�re�c COMPONENTS FOR REGULAR tit LIFE SAFETY STORM PANELS 1/4, 2/4, 3/4, 4/4, s/s, 7/s, GENERAL is 63) IN USE THAT PRECAST STONE, 04 PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON T E EXISTING WALL ANCHORS SHALL BE LONG EFDUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (SCALE i/2••1 / / / 4 / D, iW 10, 2W 10, 3W 10, W 1 6/5 ' STORM PANEL SIIOMN ON TMS PRODUCT [VALUATION DOCUMOVI (PEED) HAS BEEN VERIFIED FOR COMPLIANCE VI NN:HORAGE SHALL N AS MENTIONEDB IN I) AND IN a2). _. ... _- _ -. --____ - 73.196• (TOTAL WIDTH) ---- - -- ...-.. - - ._ - _ .--- -.15. 196• (TOTAL WIDTH)- - - - -. 5W/10. sW/11 a 7W/11 ACCORDANCE WITH THE 7020 (71n EDITION) OF THE FLORIDA BULONG CODE (C) TO E711 MbN WDWHNN. S.PEC.Tr ;- . G:YI.�- - . _ _ ._. _... __ __ . . 12.500• (EFFECTIVE WIDTH) DESCH WIND LOADS SHALL 6E DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED CODE. - t/4•I TAPCON ANCHORS, AS MANUFACTURED 6r IT BUBDM, INC - ._._.-_ — _ Y MAX -_ _-_.ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 ! 9__,__ ___3' MAX- - FOR A WRip SPEED A6 REDtXREO BY THE JURISDICTION WIIEf$ MER sHUTFLRs WLt BE INSTALLED AND /14-10 PANEL ATE FEAMLE 10 AND PANELAMTF PLUS ANCHORS. AS MANUFACTURED Br ELOO CONSTRUCTION PRODUCTS - -.. -- _...._- .-6 1/4' -- -- _ . - _.. ` -- -- __-6.2w- _- ___ - -.I, INN FOR WOOD SEE SECTIONS OR SHEETS 10 ! 11 ~�I. Me, FOR A DRECrOMILTIN FACTOR KO-0.85. USING ASCE 7-10 AND SHALL NOT EXCFFO TE IAUM1UA (ALSO) - 1/4'. LAD SCREWS PER ND.S. r I-Spo- - • 7.W.-• - 13AI.0 r .SDO' 'taW' DESIGN PRESSURE RAIWICS INDICATED ON SHEETS 7 THRU 12. I4, t5. 18, 19 ! 70. - 7/16'0 r 5/8' WOOD BUSMRIG. AS DISTRIBUTED BY ALL PION: SCREW, BOLT ! SPECK", CO. _ _po I - .'\gyp• I SCO fAUMANIZED EEL __N O, O.O ('� N ORDER to VERIFY TIRECOND111ION. ULTIMATE BONN WIND LOAM {I""' I •- __ . O.0.N' uIN TRACK HnN1ED_.. .A `• r 7 .T �' 1>ao• -° ` 2.6sY aNOW aN E453 HnwED� , A D.M.{,{/2{�) 3 4 +--j�, r..�__ o �_ o o e _--T- _ I-( CSHALL BE OMPARE O O ALS O€DE PRESSURE LOADS BY BIO3 MULTIPLYING ON SHEETS 6 IN ORDER TO t5. Ifi. 19 t 20 F 2) ANDMINIPA0� RFjE FEMALE ALEPENE0.TRATWM OF MINIMUM THREADED PENETRATION ROO WOOD OF TAPCON ANCHOR} SHILL BE t 1/Y N10 7; FOR ELCO PANELWTE PODS 2 t, . , I 2.63\ D� F to L t \ � l A-SU2 f , ,. 6 80 GIA Ems[ ` ' J ® `:/' /1 , ®' © i-1 _T__T__^T_'Y'_ i. _ ,.. .. i . -_-__ _r__i__1_ _1__t___ t SCREW. D THE WOOD FRAME IMP SHALL a /? MO fH6FF.AMD 2 1 __ TYP _ _ _ - _ �T-Y e 1N OROM TO VERIFY STRESS FOR LOADS1ANCHORS ON THIS P ED AS MISWAS 9M USED M THEIR ANALY4�A3tE/ERS SPACING i WOOD BEEN DETERMINED N 0 - G-6O ONLY j' - , 1 I I I WORE HOT OVER STRESSED. A MX VIEW" N ALLOWABLE PENETRATION INTO STUCCO $NNE E CONSIDERED AS PART O THE REU1flED 111READQ PENETRATION -._ �,- GnH10E 70 WAIN t DETAIL 1J ` _ _ . - _ _ - . d OCTAI `t ' I II I ( i I1 I - - ACCORDANCE N1TN NA S. 2018E C 3) MMMANM EDGE DISTANCE M LAG SCREWS, INTO WOOD sulL 6f AS INDICATED IN iMs ORAIFINC - , - 4- _ _ _ _ - AR A-1.350` 4Bd ! I __L -.. - .1 J. .. - L . -.L- I L.___ I - I _ I i STOOL PANEL'S ADEOLMAY FOR IMPACT AND WIND RESISTANCE HAS RUN VERWIED /4 ACCORDANCE RRX SECTION 1626 OF .. _ _ _ _ _ _ _ _ _ -- r T - r ' �Ii I : EO EDGE _ _ _ _ _ EDGE THE ABOVE Yo"'DNED CODE AS PER H URPRANE V OOM74K ! TESTRNO INC. fEPORTS 96 569E 96-}70 ! 96-T30 AND C.4) IARMRM PENETRATION O WOOD BUSHING SHALL 8E 5/6' 1/4' .-20 SCREIK USED sHAIE R , ,/2' LONG AIIMUM - *DSO N ]5O - � I _ � L..�._ __ � 9 FENESTRATION rMM LAB INC.. REPORTS 12032 ! P2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-M3 SHOULD STUCCO EXIST, AND T' MRMMUM FOR WALLS WRH NO STUCCO.-----8.250 --- - - T - . AS WELL AS AMERICAN TEST LAB Of SOUTH FLORIDA REPORT 00219,01-09, AS PER TAS 201. TAS 202 AND CS) M CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANES, STUCCO OR WOOD BOARDS BE FOND ON THE EXISTING (D STORM PANEL a END STORM PANEL � 1 ' 1 tl I `' � T � � T I iTAS 703 STANDARDS. WALL ANCHORS SHALL K LONG ENOUGH 10 REACH THE MAIN STRUCIMC 80*0 SUCH PANEL,- 2.187'- -- I _: - }_ _ I2 ALL ALLMRMM b1TRU5IOR5 TO 6E 6063-T6 NiDF MD TEMPER. (RRE55 DIHERVR'SE N0:E0) SEE SMELT 2 ANCHDFMGE sEw.L eE As MunroNEn M c.E). C3) t cq //,•:( 70' r-;...� ..i -.. { ��.I I �_ �i I iI 1ALi ALUMINUM SHEET METH USED At CLOSUPE9 SHALL HVIK 1195-H 11 N1DV. _ _ / _ h.-� (U) ANCHORS SNML_ a INSTALLED FO11.01Wt+G ALL O THE REDOMMF/RM,i1D115 7ND SPECXIOA.T10N5 OF ME AAICHpR'S MANVFACTAKR f/ f 4230' - 2.197^ - i 6 PAMM1 [AND yP E ,E 4 � Else _Nis•.-m. ,Hilo-2o. 12s- I f I I I I I I I ' - - - i - - - - - - { + ALL STEEL SHEET METAL PANELS SHHALL HAVE STRUCTURAL O,IAUry 51EEL. ASFM A-65J GRADE SO IHNo4W, G-60 - 100' J6W' - -.7OD'- Yw - ` ' ��t BOLTED PANELS W/ 1/M-20W GALVANIZED STEEL CESM.NMION W/TY- 56.5 q (AFTER ROLLED) 6 PANELS W; ALSO BE MSTAl1EO HORIZONTALLY!sTNG� ADUAT(oN oErNLs SHNOWN ON SECTION s THRLOucN Ha !SHEETS + w/ WA"v £DGE I ,.250• 3oA s3lWs 9Oe6 UNBOLTED PANELS I i' I I �. "OUCH 6 EXCEPT THAI HEADERS —T ( 1,125' SS STUD RAIDED S3. STA 16KTED - -750'r I(SEE SECTIONS AS i . i i . SS. M.S. BOLT W/ )/6' F 3/JY /' �'• _ 1 ! 10 ANaIE • TO ANdE • 1 { ; TWINIDIIlIS O FA OVERLAP 5. AU SCREWS TO 8E STAINLESS STEEL 1w OR 31fi A19 SUITS OR CORAD5101. RESISTANT COATED CARBON STEEL AS PER 4 R SMALL 6E f,E RESPONSIBILITY O THE .bNiMCTOR 10 vDOFT THE SQMDNESS Dr THE STRUCTURE WHERE SHRTRpt 5 TO BE / � _�IwT /'/j 1i + t2 1/Y OC 12 1/Y 0.0 �(SEEISECTIO I I j if 1 I I 'tSEE BEC710N5 AS APPLICABLE) ION 500,E M/ 50 Mfi YELO STRENGTH AND 90 Ms TENSILE STRENGTH ! SIMtt COMPLY W/ FLORIDA BUILDING CODE J ' / / 0.08- I ,093E H I ` 1 I I 1- i ATTACHED TO f/SURC PROPER ANCHORAGE THIS SHHLTTTER. $NNE ONIY N ATTACHED TO CONCRn[. BLOCK OR WOOD FRAME _ I ' I SECTION 241, )J.4 BUILDNG5. �\ 1y ]375' S' 17� 1n•2.000' t.3CO' —' 1.300• 1. -I .. [...-___-i_ i_ �1... _.._I L --i._l I 'L�I _.!- 1 '.�6 8MTS TO BE /SIT+ A-307 GALVANIZED STEEL. OR NSI 304 SERIES STAMNLS STEEL. WITH 36 wH MINIMUM +1EID �' O9]' >'�•.."' Sa - Y f --I T rI (STIENGTH ,0. EACON H REGUtAt+ StGfMN WWEL WIT, LENG7MH3 OVEN 8-B TINOINGHI 12'-4•, AS PER SFf.TONS 6. 8. 9 ! 10 AND ALTETeA7NES 8W. =D230' 2t2}' R Q' 1 O[TAL t 12?fit L ..23R_ OE7W 1 .. 1 l i.... �- ' ..i r f EDiflWlTl RI SEGNIE OW ON EPANELS W"N APFS.ICA6LE RENiIXTCFMEM O1RMG PERIODS H45. 6 & 12 RESPECTIVELY. SHALL HAVE A LEGIBLE AND NRICMIE WA(NtNG VISIBLE MARKING •3TRIlC7R/G OWNER OR /HEMM't • 375 i - ) I _ I , '' ` 1 ^ I' ANM ORS TO WALL SALL 1E AS FO LOWS r/ - 2J' 0 1 125' It I3'Mna,---I.SCO' T 1.SOD' 1 I 1 I I (A) W_F`''ii111'�OUIR'D Cnr_w.a It THE INSTALLATION CONTRACTOR R 1O SEAL/CAULK ALL `SHUTTER COMPONENT EDGES WHICH REMAIN IN CON INUOUS OOYTAGT W1tH I.___ i3) I w R -I real - _. _.. .- -- - -..-._ f : I 1 :I - 1/4'. TAPCON ANCHORS AS MANUFACTURED BY I.TW BUILDER. OW (M' F•F-3192 Pr�') THE BUILDING To PREVENT WIND/RAM INTRUSION. ISOMETRIC VIEW DETAIL A 2.,.--2.000• _ I I - , I 1 I I i ( i 1 1 /4- • 7/6'CALK-IN ANCHORS, AS MANUFACTURED BY DEWALT INC (MIN YF-3000 P., I ) 1/4'0 . 3/4SOLID-SET ANCHORS. AS DISTR18UIED BY Au POIIf SCRF'W, BOLT W SPECALry CO 12 STORM PANES INSTALLATION SHALL COMPLY WITH SPECS ONDIUITED IN TWS DRAWING PLUS ANY BUILDING AND ZONING RECIRAIIONS ROUNDED CORNER O ENDS OF PANELS p, ,M D.M..®.®,i�.+� -H--f --- ---_ _-r' ::� oI_ 1--; O( .. -- --- o j- _ - r -} --1 -- , i- (tom 1'c-J000 P.AL) PROVIDED BY THE JURISDICTION WHERE PERM" IS APPLIED TO ETtD LP W/ HEYIED EDGE. . . . r �� ,, -. ! 1 O h HEADER (� U HEADER O � 9 ANGLE WITH STUD ® O+©,O+®, &I /qY ("NI PAIEEIWTE FEwAtE IO ! PANEIIMR PIVs ANCHORS, AS MANUFACTURED B1 ELCO COMSTRHX.•ItE7rH PRDp(ICIS. Is. (A) MIS SITE S EVALUATION PR CT. iA. W (PFtH SITE CONDITIONS By S EATE FROM 5 GENERIC AND ODES NITr PROVIDE INFORMATION (NETS) REVERSE STUD Y AMAx - 3' Aux . t (,,XN Cf TAP -GRIP Pr.,.) FOR A SITE SPECIFIC PRWECT, i4. WHERE TIE SITE CDNDHTIONS OEVATE FR011 THE PEO --1. 1/4. 2/4. 3/4, 4/4, 5/5. 7/5. `- 1• MIN 1/4'I CF TAP -GRIP ANCHORS. A5 MANUFACTURED BY 'RU-FAST CORPORATION (''c-]fi00 P..,.) 1 l SM INT, 1 W/10, 2W/10, 3W/10. 4W/10, O AI) MNWUM EMBEDMENT OF TAPCON ANCHORS WFO POURED CONCRETE SHALL BE 3/4', Y FOR PAHELMA,E FEMALE (I) CONBASED OTH,X1 ro BE REPROIDED FOR n1E SELECT 4TE HASEFROM AND R6tAWTH01 EIAILED LOT SAFETY O THIS PgUp„C7 N__ ^^�- B/S I 1/14 . 7/14 J- _ a .vN) PANDALTE PLUS AND 1 1/4' FOR Cr TM -GIP ANCHORS RAVED ON 7165 P.E.O. PROVIDED HE/SHE W..S NOT p[VUT[ FROM IFIE CONDITIONS OCTNLEO ON iHT3 DOCUMENT ..344' - - 374 .- 5W/10, 6W/11 a 7W/11 CONSTRUCTION SAFETY AT SITE Is THE CONTRACTOR'S RESPONSIBM.TTY H - -1.390• a PMAL� 1e6' QUI6, ,ION O. •, ,/4v-m, 30. aGacs ANCHORS. FOR CONCRETE SEE SCHEDULE TM SHEETS • ! 9-- + ID --- t r ) , (" T l 3%& Sm RAErm 10 ''_ _.- _ -.. _-__ _- FOR wooD SEE SECTIONS ON SHEETS Ill ! 11 - _ __ - _ A7) STUCCO SHALL. BE PERMITTED .. 1ED /1-p EMBEDDED 7/6- INTO USED SAWA BE PDIRIEp CONCRETE NO EMBEDMENT INTO (<) THIS PRODUCT EVALUATION DOCUMENT WILL IXAVSIDERED INVALID P MIaOrIED. . - 3aI, I )-_ .170•.6}8- .640 F : AN61i ! tII 1/1. OG 4 /2• LOW IAMMNUII SHOULD STUCCO EXIST. PROPER USE O THE PTID. ENGINEER O RECORD. N:TRIC AS A DELEGATED E7MXIEER TO THE ,6h HMXL FOR 623•+ r- ) _,}....-T __,. -:)_i 1.1o71t 3• 37S• _ _ Np 1' MINIMUM FOR NAILS W"N NO STUCCO. ieNO ANY 8E NEAOEU SCREWS tXE ALL THREADED SCREWS W/O HEAR. (OI SITE SPECIFIC PROJECTS SHALL 6E PREPARED BY A FLORIDA REGISTERED ENGINEER OR fACH,fCC7 WWCn WILL BECOME 71E 1 87t• BUT WTI/ WING Ntfl'S. ENGINEER OF RECORD (E.0.R) FOR tHE PROdET ANp YIHHO w1El BC RESPOM"al&E fDR THE I 1. . 3 t 053• t 34J' �� 2' t.671 \1 .NEON}• 13C0• >E--) Pt n$ Vlrtj/ar Rev' ly A31 A CASE THAT PRECAST STONE. PRECAST CONCRETE PANES. MYERS, STUCCO OR MOOD BOARDS BE FOUND ON THE P.E.D ENCNEER, sIA.L SUBMIT TD INS UTTER THE SITE SPECIFIC DRAWINCS FOR REVIEW. ;THq EaoA& AT `v57 I t (_ -7 ) 11. ( __ , i 750• for a Review coFe,d e ASSf$t, to EXWTNG WALL OR ROOK ANCHORS SHALL BE LOAD ENOUGH TO REACH THE AWN STRUCTURE BENND SUCH T DAMY PANEL OMEIIW t - NeI..(WS• T. 084• _..- - N.T.S. COFf, +r1 PANELS ANCHORAGE %HALL BE AS MDP04 D IN Al) AND IN A2)_ (0) HIS PEED SKILL REAL THE DATE ND OROOK SEAL AHD SIGWTURE OF "E PROFESSCNAI - 2.DOD' do Ptet ' ENGINEER Or RECM THAT PREPARED IT EONS•. trm., pliant e� an (B) TD r.rsrwc c1oNrlErE a nc, L 7.000' O KEY HOLE WASHER a with t111 It aPPrn , -7M ,A. SHUTFEA MANUFACNROi'S LABEL SHALL BE LOCATED ON A READILY MSHBLE IOUTIOII AT STORY I/4•. TAKION ANDHpLs As wiHUFAcT�i REDD 97 I I W MALOM Nt _..M• © WF' TRACK ANGLE ® s/d■ or TRACK ® MT PLATED 2.67' I/4 MIN. GAP by Debra a 201R �B PANEL SHUTTER M ACCORDANCE WITH SECTION 1709.9.3 O FLORIDA BUILDING CODE. ONE ,PBFi {. 1/4• a . 7/8' WLf-M ANCAM. AS MANUFACrAM BY OEWALI INC (MN. a -1500 P.a.•) SHALL 8E PLACED FUR EVERT OPENING. LIBELING TO COMPLY WITH SECTION I70912 OF IHF BOM- (Wn) � -.D••• /' WITH STUD oft DAKAP -1 *W VWLLEYJ Ann [y'f 7tt1 1 /A'. X 3/4' SOLEI-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT A SPECIALTY CO FLORK7A BV4.OIK CODE - GALWWHZED STEEL '- i .3AA'. - 4 p T'K/ _._ _ hr P/`4.3 (MN, Fc-,600 PN-') TRK O/M1At10 SHWl OILY t$ I/&ED TO .tow. 1Y HDII : .. _ -. -8--cl 1 �_..••:••••,• r `., ` MA,�� (- 4 a (a Uo if Mil I ODTAN PERwIs N TFE snTe O FLORIN y1:.' �} HiF ''•. ,/1. ( MN /14-]U PANEAlM7E FEMN.E III AND PANEEMAR PLUS ANCHORS. AS 1/ANUFACtURED BN ELGa CONSIRUCT,aN PRooucts tMM rA-2O71 P.') �ANHM ANr" 'W I - —1 -e3 CEN �. t/N' . CF TAP -GRIP ANCHHORS,. AS MMUFACTU IED BY TRU-FAST CORPORATION ��'. /� .375•0 .36'e 875'. •••.•�/ L / WX. GAP G MA•B 11 IANIMUM EMBEDMEM TX TAPCON ANCI,ORS, ELCO PANEIMAIES AND CF TAP -GRIP ANCHOR. WTD I/IF C J '- -FLORID,6 BU_ _ CODE NI h Voloct H- one Zone 1 —� .375' i NO. 44167 * F.�......., l BLOCK NM s1Au e[ I ,/4' �'' C - al7o amps 4 c rP 1 E £ * ; t! FLORIDA BUIUNNC CODE (D h velocity Hurrlcom Zonal EN FLORIDA BUILDING CODE (High Y6be Hu cons Zom 20 GAGE GALVANIZED STEEL STORK PANEL 9oTroM No. 4 ' a p w aw _ - IMC4 a ONRL ATEOF exA9 f[mo fc rA aWml TtIFcO, W. FP 2.2) CALK -IN ! sauD-sET ANCHORS SHALL BE EMBEDDED 1/e' INTO THE CONCRETE a.oaH LM" No fl� 167 - +- {',A�yM'C- rGE •Q A4 20 GAGE GALVANI7gD STEEL STORM PANEL 20 GAGE GAWANIZED STEEL STORM PArHI EXIST, STUCCO sNALl AI FORWARD ! TH O S SCREWS USED SHALL BE t 1 /2- LONG MINIMUM IOU O ,, j„ • a Y/n/nto - .P�O' 135- - .1875• � r�"� �' +� 'YO.•. t ', . _.. dWN R I No 44167 ': DOWN /I: usT, AND r' M.w+uM FOR WALLS MD No trace. O: STA `- �L ECG Erie. GLOBAL PROTECTION PRODUCTS, U.C. nc. _--at»o _ © KEY HOLE �F. , 0 ' "/no= SECTION A —A *:, * i*1/"/f0m pA ., - DA FLUT `��MN a Rl� car waif( (a.)rD-L a WAX ia+)Iw . r ® t . AT PANEL r / GLOBAL PROTECTION PRODUCTSF UJC. _z PROTECTION PRODUCTS, U.C.LCMLc ' �``' o TILT C O Eat. N.T.S. AT : A, ILNX&rr�=, .a ". 51 %"W� 20- T 76 • . NeZO E, 61 UI Sa DRAWN; N c ALTERNATIVELY, UK WIND NUT W/our ORI20-17e - Iw• M.M.m-:w 5 D �`,-' MIME ti mu F'•.,• twl,_r 2YX7Xi/4 vArMaIt3,4 -�''. �S/ a -Dowry NA a t AIA. wrArma JW. waC twjN9-»a FAX:twW9-97IT F''• — PM--- A-: aM N"-Hu, !_ ( 7N6e-W+97 20-176 .<' • . If. a. wY1a (IlNlew-»w. na, w 0(y. 1 (Yn . Irn A �u r.. Pc or ALUMINUM AN MONout"c W,WPp W/ ABOTnwu ,�. Oft - . a; a" m Y All A A" N., r Mal , a H •)/Y.J/32• WA42R fSFAEN65 a-oao6F1I rN w. Nwrr .w• "^' �S • N O,•n oRAw+9 R.: STM OR M Ir1 P ATm VOL). .E 9DW/' IarAw,uTE 1MLRII A TWJE IY. P£. m YET 1 or Zf NI T �F MILITIA AFLOW R1R Jr., .E HY 17 - -Lk,Ylm 3 a E6 INSTALLATION DETAILS FOR REGULAR PANELSQ A 11,E INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES aommAeotaa WE COW" ANCHORS; gem s IH6MorYHON 9) MEMAILA IAICIEIE NNoaRs Y et1t ei,waLNY+N .) T-- - CONCRR ANCHORS, (SEE WKDME 0N� 04 CONEXISTING POURED Q AN 9HIaTs a tIEaWOH » E11N511NG POw[D _ r! 9-cus a iWOLIONN 9) `,. I F 4 11[cIXREOI I 1.E.A H 7 +' E..Hf11Mw _E__� .I EAN[T87E.�EDtARE� ' 41 ,/2.,, _^.H MM:- 1/2-1. t.. ,,JJ�4 f "' .;4; , \�5, Ham.. - 4• as ea,s _ itb ,4Y - iris. t Ot' Ire- t__ - 14• \ , I -, -- -1 1 i :,p.. 1 -Ira i �-i _ -- --- . -_. I i OOSTMG POURED E.D. .� 1 RcoulEp 2 1 ( CONCRETE NEOUAEO ' '"1 ti ® I 1 I,r I BB \2::: '.:..,tit. 1 R I I tarty, !,V;.- - i W,1WO�yMti�ry T t--. E_ y�/p�MtRye• i I 1 I Av fli,[IYfi { E1VFF sR0 • `' I VAM M" • 10 acA.w. 1 '!,a MNi.. I�o'AII6 I � •• . 1• ` ' u t/r ec i I ,t ,/1• at a Waft f H 1 1I oALL I LS/ I I oa sIaIAE 1 o -'1ra r MONNMna 1 I I Af tF+®1Rt I a YaT / m taNef 1 I A a 1M[[, I �l'p p_ OAMIL. ,ton I 1 �J 1 YI __I I IFa NW UOL I 1 ( { ' ,. I E 1 I , € , 1 ( `- H I i 1 '`Ji I 1 I 1 --� 1 I 1 1 �) 1 1 1 1 i I I L... I � I 1 I 1 I ���q��{{{{I 1 t I I 1 / I 1 1 ::a y3/ • A 77 • � l ' roe \ `l. • �. i - -- ?%Mii�7' tW,MIII' 1 1 1 0Ot1 TTIY. , ,t ,/t' oC .-.. Lv4 "/ ... Y1D•e 1. etvmExSTNG PDLNRCCD, . E-0 i I p 1 9 I ,A /h O.0 EMS"N0 P01A1Ey- ED ` I - CONCMR BLOCK 1 BaW SAID • S 1 0„L 1 r' CONCRETE OR ._ -_ I COwwr EO 1 1Y ,/Y 0c `, REOWRED -A t ,t IAA' 0.c r I -. _ , cONCAETE BLDOK ; - RFDLRIRfO K-_..._. -.. CONCRETE 9LDD jET 1 �. -.T ,.\ NEOLIEEO , { ,/Y , E ,-, J 9J9 ' POMEO M : ". t' Mm. tI fs Lai t�i.aT COaE1t AMc>to6 �) C� Eris \; a- (WE sCEOIAE ON---- I o,A Siff. • SMELTS a TIICNN» SC9.0 3/9-I• SGLE 3/8-1- F.D. - EDGE 0151ANCE (SEE SCHEDULE ON SHEETS 8 3 9) NOTE FOR aNO MTTON OF SECTIONS TOP N9 BOTTOM MOUNTINGS CAN 9E COMBINED IN ANY WAY TO SUIT ANY 1 NSTALLAnON. FLORIDA BUILDING CODE (HIQtI WAoo(H HMRIOene 1 - -___ J CONCRETE- j a REOU/ED+. PI 0a'WIH,�AtO =--t o 51 W/ S W- - - ®.,- a O W IXMCKiE IAgWI6 1.. CONCREIE ANCHOR& De SD.DW ON' (Ia SCMRi ON sm" a THW ION e) \ WOOS a THROWN » warm 6 T,aaUN e) . , , ENE„ I�IIJatl�i - --- 1 I� -; :.Y1M�Pl,a. 1 _O i ,e ,XAn I s I H / I iI d� I 7ll0 • ii &PO"TE° _f3/A REOUNED. E.D - T wW9aic ANCHIDRS 1>EE so.aw E am YWEIs a THROWN 61 SCNf 3/Mt' INSTALLATION DETAILS FOR REGULAR PANELSIC) & G2 END CLOSURES DENS FOR MALA71ON IN POM CONCEEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CM40M QLQ(X OR WOOD "1,E �„.COMN" e,,p.��ti ru VAUD FOR EPIAR. UFE SAFETY AND E Z 1•IMiG SiOW PANEL S1 W tEE sock" old OHM a ! » (511=W6 OMU a- » NG �� •.� 1 • l YN.- -� F., t t i 1 I I _j(A•. 1PgF,...-.-. 1 Nve,NAAAr®got�iAAT! ; a f IZr N I ci - 1 I E0 j P,,, ec W�IISr � cur U. �'"iiAf� 1 1 I 1 r, - l ! N.Ia M,• `t::.., . ��: 1 FXSTUIG POLRRm 1 1 A.w.,. NiE- , ,/Y ,a• wa - T - _ t I �'/��� CONCRETE Olt 1 1 =. -,%W t- '�'N 1 I -\ 5 CONCRETE BLOCK I R _ t j I IIE0U9E4. I { I .- =- I L t I , GAM"I (PLAN) Gag 4• . m, ^�,' a W A,s 1 I -_.. _. SG1LL 3/16-t' M&AINA" I ' • 4Y-tV MS I � 1 CASE R (PLAN) yI tlaDgMA1M .4- 1 I OS -t ,p' SOME 3/18-1' Iw �_ aiwm "'1 t , _ YP� i -1 ( I ��Y, • ' Yr Mt"I' 1'i's-w• w.2=11 a I ;la.,, ,IgNpa I `Fa 0 1H 1MrKtIa I `J stir - = i ,AV'm• , v' rj aI NHT i I _.(! T J , ro Hue ( /1 WIKI.� iUeAg}. i 01 ip LAjL.1� m aA"�"n alai I I 1 -r , ,w— /�. -, ,._._�, ,/r r� 1 1 I 1Miww Ar.;�v: i 1 HaF •t_I". 1 H�K i NM,. (�. W, fr Ay.A r E D ( MI NOma HH.WItYM EXISTING POURED CONCRETE 00 - 1, �11tl i CASE CN[WUM as OUX. E.D O-A I SCAIE S/t6.t' "Eh") I EPOURED -_ _. __. .. , CONCRETE I I REQUIRED aapt .-=-I A,. Tn,--M!" • tn• y:�y- m arani[ -.'' _ ... 1 ( i _1 ♦ _, MM M e 4 Qc :. E ,w,o sera .W�-R H,E,W1, .____ . rR •fie �i • /� a/.-- OIIX-INN R ►,y�1[ � aZ f.a�NOWOw «AN AAA Ca1CMTI AIrJ10R4 1 L 1 •-t MI`- \ ,.. \ �L' :.; \• :�' Fa ) `:�\ . I N -__ _ _ _ _ PLUS an(in sCEDAE oR SHEETS Sodmwn N S HATS 9 TPIOUGH 0) A L MUTING+ NS SFAIE 3/M 1' SGLE 3/6-, -�"f' yEWO ore MI,. a . \U+ , `M Z,. won ._ EDGE OF EKISTN6 • NEW I' WIDE . WHILES a 1/e' E.D.. EDGE DISTANCE _ ) a _&__ '""` O ® �- THICK ALUM TUBE OR 1' . ( (SEC SCHEDULE ON _ CEASE F f"l PLATE - -� BAN�o/ PT WOOD SPACER I SHEETS 8 ! B) STALE J/tIN•.t• I ' , • NEW ,' iWOE . VARIES , t/6• 1 MOJf FlXV r.O>,ISNAnoN Of SEC710NS: AUAL TUBE OR I N - P WOOD PLATE SPACER BOTTOM II BED TRACK � I TOP TO CAN BE . I Y WAY Hi COKCIIM ND.Oft I COMBINED IN ANY WAY TO 51NT ANY CASE E (PLAN) „N (s[E SCHEO41 ON ;./ I INSTALLATION. SCALE 1/15-1-' SHEETS 6 THYCICN e) , ' C.I. N L=rr I @ I ate- •..... '•. ✓ R�IRRFD •' ExIsTING „� FLORIDA BUILDING CODE NI h Vs"cam Zone) --cvMnalc y[Ypw_ COtNCRC1[ DR- - AMc f ,Acn, N r. `r: ei;- HN a,Ofe KDOR To f (1R.... , 1 2' MM. CONCRETE BLOCK AYII a auto, nl.n '• aopn tV(CfM wC rUH. or War . 6 N 31 Ma. REQUIRED, ` Yuan Hann. 44161 20 cA(x 6ALVANT2ED STEEL STORM PANEL ORION a X6 SECTION X-X * i * _ c/w" « - WALE 3/6-H' PROTECTION PRODUCTS, LLC. MI. DETAIL FOR SPACERS REOUIRED AT TOP Oft = 9•• S TE OF -- • _ 11 L1E C 0 cac. .eVA SR &1 _ 3svw 31. BOTTOM TRACKS ADJACENT TO STUCC04=0 HANN��(' RI .N • A- A N, M. - fa° Ww1�11r ,,AW n_R — NaRc "Miw 76Ns. FAX, M-)Nt- m 20-17E rNR a' "a. w �FSS! owMWs w AL -a wli M- r,. .Aar Ma7sR a TRMF " 0-1-r el@1 b br n INSTALLATION INTO EXISTING POURED DETAILS FOR REGULAR PANELS CONCRETE OR CONCRETE BLOCK CL dt STRUCTURES ANCllows SCHEDON ULE 9 -- - _ - POURED COAIOROE --- IFIEDH•Alif �T _ MO SEE SECTIONS ON 12 i Ot ROURCOHDaTE Blocx .- [011067[ AIE/MS6 . (Sa 30EDUL 9N CNCRETE BtoCN 4E0U6RD OR ___ COIICREa NICAIOLS CO ,aNraln[ .-...----- � 3 MIa. I.Wr1 _ REOLMAD -(5¢ (MIA ow"ILMAP z.er 3• = I[IYIt 1- W. - r t T» 1M MEE ON ' slat 9, 6CIeNNN sR1T » - - D.11. N0I9s/1t _ _.. __ i IN,I .: . C_ —iE- I 1 II 1 IL . 1 Fly : 1 I .1 I I 1 EO '-2�. I �� CD a __ - _- - _ _ _ _. WX '- �T Ze P lY '�- ; i 1-- m MAt :p WAs,, I w FrioaMek - W 1 a4M q.As !� I -H�- r __- - - : { wNc wN i�iapFv I - ....1 ' ; rA eaNAF T )e , x f t ' i 'e + I 1.N ( 155T I ar FUt I ' a,p 1 sal . ' I HrWaaMi a o I >X1Q, c r ' H I I sal a MSS 1 I �� � �c tt L - - GQ 4,-___ - _ { BOX 9 F Alfi •, o I,/4-.-I.,. a V,/. e0.1S W/ -. 17AY. 3/$' - HA/T • FIIGI 1 yfW� Z T 'Ho-aIN" N. ��jy MSS eaLTI e/ T $ • i �'� - --_-( M C NIR s f/O, H�iA)ii H //4rY1-IAt' !,/ 00.a. W/ _ _ o (, IM1 W FADI . 1 w , , O %, I I I , , , I I. - HI &i v , ttYDeM. t � LI/RRAP J 1 ,CaNM. I 1 1 I I I . F. I I 1' jWPI k A I -. T.. - , 1 I ( 1 talc � _paNp W. f' pNI * -'.^ I OF i- i - 3• Ma.. - 4 6, III elr4 Art n;... ._- D.a..®M® N6I 1• Wn. F t,.,::,'T � I1. E '•: i Q) MAX ' t. .:. ,. ::i. aMNAX' _ _ -._-. CONCRETE SEE SCHEDULE ON HEET 9__ .. _ ...-. T/eNfL.ff FOR MVOD �E SECTIONS ON SHEEFOR T E EP Lp RFGULia STORY PANEtS n a ELsVATNNr ' . i SCALE J/3Y.t f. pr.-�­ T 47 _ ._ I , LC 11 ( i_-Es 1/4• WAX. (TAP 1_ _ 7 I ___.Tt/4' -.% rt -_ .5OD-. r ..( I74•.-21AJ/4' 5.5E BOU ,_, 'W 7%r.3/=• NAND NUT .. .' -.. _ L.- 1 '' 2AT DOL OCRAPT7 efalF 11M1/l7i _- :- -.:�- -._ -_- ----ti -jV1 • 12 L/2. O.c. , CONCRETE ANP O 6 - ' '. _ _ _ _. i __ - . . _ - - AMIC STAGOEIRD CONCRETE , cmm Isa SCE0IAE ON (SIT, .OL1E am ,/-' MAX. SHEET'.. /7. 3 Y% waT » 9AW /) NRm m CAM a ILK SF_CnON A -A Uya j __POUR[0 CONCKI[ W tYoIIM� 6EooT NTING DIRECT AND 06 _.__� OI MVDIYRO REOUIWD SCALE 3/3Y.1• SECTION 8 SCN:E 3/0-1- SECTION 2 SCALE 3/8.1• SCALE .A T.. �►c •'�GEN,y . FLORIDA BUILDING CODE NI h Velocity Nu cons one E.O.. EDGE DISTANCE (SEE SCHEDULE ON MOTs roR CO&®BEAnd4 crrrrWLc: TOP !BOTTOM MOUNTINGS CAN Bf 3 : NO 44167 • = z •k *- - TE 1I'•.D n1ot9 nmco. INc 20 GAGE GALVANIZED STEEL STORM PANEL AL PROTECTION PRODUCTS. U.C.WAVN" TL E C O INIMI «: SHEET 9) COMBINED N ANY WAY TO SLIT ANY INSTALLATION. �; 0,,',-.. A' �L.P'L TRNFu vac. .bap �W. fi . BOX. FL rot• RIDp, .{y�. ,f'S/ NA• ! ANY wA. .r N� tl ....MA rma n aH. NHaKC 0541tHa-7sK FAIL tNN)NI-ere Fr^ : pAN o,-uW . ONN n+-EI al r 20 -176 Mrlw Na j, 11E/•,,,E NU, MAL" A. TW ... PX Some N W n -6-0 0 N L to N _ (a 0 � U 0 L CDQ O L C I- C M 0 -0 n- .M O - N = a)-0 0 "0 _a C 2 0 -L N C 0 LL_ 0 CO 0 > An -0 E N 'F M 0 M Q, �"_ .Q � Q Cn.4...,, (1) (1) W O U) CL CL AND CIO L_ 0- 0 l ■ t� 0) L. m W Q Z Z a J a SHEET NO. SH 1,0� gel Al A4a,IMW ic.m" eN val ---- 1 / ++ FLOC i 1 1 I I j , �-A� 1 J<k1 D.A I It•-. Yip• I •t o � I 1. _- 1 I I 1 1 i I , I 1 j l I i 1 I ( 1 AVM eel \� MraMEe _ Lit --T 1 1 IN / T\ ---, ` 0A,A1oT ND16M as an a M flan • D WALL AND FLOOR MOUNTING INSTALLATION FOR Al elf SPUT PANELSw.oWn A,9OIIS l,at t1060ut M ,MA ••IRT i 2m,/,wx ! 1\O'L+ •YOU-r . 2 ®. S K, t _c NNrY.Y.z h �,4/Y 1WV can 2 Y. t' r' �6, • I.R. All III . ._.0 V�,f�YppTMrO�W K �. i• � Mll 0O tii� N1[M01", w+on• U,et TArtO. L 41N. 1 ) DETAIL I as Ia'iYa •oa t ��---�, ruo. • ra s,saAr a Yr sau :,' , 1 1/2 WWW ..en1,�Wx,r 1 ,e 7H�IFAIF't[Aile m asa•E a m *-an - - - u sea • r eL r� nap •w 7 0011�OW""IIE PMNIR4T-ts Mum n _ 10 1 , I HT trALAI) T r NICtN,a1R 2 A M \-3 f1p. TOP A w un 'R: - - ® '+ 2- HAauO. 9vnl • an N+YIaH ta• 9. Y� --� 1 ELEVATION pM SPLTT STORM PANEL ELEVATION am oF SCALE 1/4'-1* n�in q SCALE p�A SCALE I/6'-T- elooeloHO l[geO�i MULLION RrcAulMNc DOEfFDan 9/aa' rw �lha µf. A �1Ays) L - µ`T if 1. 3 Man . •M.. wALION SPAN (I REQUIRED NM» TUK MULLION 4 V-r 2', r. 1/0' i 4•-r TO V-a' 1'. 4'. t/8• a 5•-r To 6•-,0• 2Y. 5'. 1/e-. a' A 1/4' a Ill TO All 21. 6•. lIr ' SPANS YN9 FOR ASA�O�RA1p•IT PRESSIAE MTNO SECTK)N 1 1PT0 .LSS�C fe4�� �� ,NL3fE WLLLIIN CAA Aso eE 1NSGtLED W/o sroRM PAAtts aN TDP 101E (O BORN SO TNT R IS Al RIP 011 BOTTOM OF OPENING. PANEL OPENND W/ TUK LRE TO70 P ! IDiroM) N15TAlLATiDN - LLTERNATIYE tw MWALLw� TM 2W SCALE: T/4' . 11 HIRIM, 1. INSTALLATIONS ARE ONLY VAUD FOR 13VILDINM WITH A.S.O. DESIGN LOADS UP TO +55.S. -72.0 p.tl AND PANEL'S LENGTH UP TO 8'-8' 2. FOR NEW WOW FRAME CONSTRUCTION! WOOD MEMBERS TO BE SOUTHERN PITS NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL. NOTE FOR COMBINATION OF SECTIONS: TOP k BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE mIc"m ONE smobw ON-,\- 9aEr 11) ecum 1EOLAaED CONCRETE I • ----- I� rotsviRNaA CONOLTE ANCHOR (rRt a�OIEHET w�� \, vol COPCMCR �.230• � - rgt 3nRaIILE M- TI I-m.- '„ aAo�"°10M s11D a r7 1 o.c :- I _ t/IYYIN IWO.IE � a/i• MM. (Cl�r- ]- YN (CAGE Y)�.. (�'�M"/1,)� I I T�. 17 1/7• DC. I LY (SEE OET 2/t4) Ny: Cis xq= CONCRETE OR CONCIRTIT Rmm , 1 f i I � ENE O (SEE SC1fKILE ON 911EE'1 I4) POURED % CONCREVII BUILDING CODE • ►0 1 e A , M AZIN l e l Nee 9 A A 32' fRK. a ro • ,7 1 O.C. •p1 y 0 r CaAL "awn CONCRIE ME,4>13 ,'-f lAI l�l) lm CImUtE 011- --Ea 9ETr „) , WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATKLN SECTION i SCALE- 3/6• . I• - SECTION 2 SCALE: 3/5' liLiTLSaN LIFLSAFFTT STLIWY PANE; ee,c_IA,-7 _ION . I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN M,EROR PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS). LIFE SAFETY PANELS MAY OR MAY NOT SE *WALLED AaNCENT TO REGULAR PANELS I OR W/O REGULAR TRACKS.) 2. ARE SAFETY S PANEL CONSISTS OF 0.039" GALVANIZED STEEL STORM PANEL AS It" COMMOI/EI . SHEET 2 OF DRAWr4G. /t STRUCTURE P I ITSELF TO 9E REAPED OR INSTALLED FROM THE INSIDE OF A11N1NN4NrO J. LIFE SAFETY PAAI REOUItE2 TOP TRACK TO BE tt)MVON[I BOTTOM TRACK TO p TI w �MPDNEyt AS PER Sq[ET 2 of THIS PRATING. C'OYPONFM Y BE NNSTAI.LED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I k 3A'�r; GENSf 2 ON TN6 $FLEET. AS wEtl AS DETAILS 1 k 2 ON SHUT 14, �RTa2•:' J f. MIN. LENGTH FOR W1W01ENT® b IS'. MBA. ANCHOR SPACOO FOR CO�OINEtlt ®ANCHORAGE AT BOrOM Q GNEN ON x �• SCHEDULES k 2. SHEET 14, COMPONENT MAY w PERMANENT 00 REMOVA8IE ? .q •(E 3. SEE DETAILS FOR RATALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15. � 0�A.�., 6 SEE SHECT 4 FOR DETAL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF �S ONA� SPACERS AT TRACKS INSTALLED ADIMOE/R AND BEYOND TO STUCCO/WOOO BANDS. 'Ny�110 4 • rm•••x .�• •�/N�y4�4• IaMRR6"�NY'p"' +RIM aDlwMa ,0Tale R • It 1(. OL CEILING k FLOOR MOUNi19MG WALL k ELM MOUNTING NISTALL�TIOl1 - ALTEINATriE Aw INSTALLATIONS - ALTERNIII SiN (SECTION AT TOP A LIMITED TO +5&5-67.0 MAX. SOME: 1/4' - 1- A.S.D. DESIGN PRESSURE RATING) .y1 SCALE 1/4- - r '•AHp�N'•'"1R aKwr� rILOOR r I1a -A.n ,N,eml IMP Tr1A m Q SCAUl 1/4• . t' Re Ca041111 NYCIDIL1t SEE sofmtu M ow I4; FOI WOOD SOEW: SEE SEC"m ON WW ,S .�M �: Oil 0 TE LOCATION EULs%T, 4s /15 AITEANAE LOCATION ` -J ON SAFETY PANEL IL - LIFE AREA W/NO LIFE SAFETY PANELS 1.. REG" PANELS W/ OR -.... - - ''' : LOCATION Or LIE (SEE ALMS ISELOW) _ SAFETY PANEL -O W/0 REMILAR TRACTS (SEE AKr1E t BELOW) a In PANU A m EE AS OPTION #1 FOR EETY STORM LRE SAFETY a�M P"AMRiG SNNl MEN OPE"D uWAVS eE MAVM W/ REAR HANDLE 10 FACerATE 1OWMA TION W eROOm TTOF REMOVED ' ELEVATION BE INSTALLED OR MOM "am SCALE 3/32•-1• Re t NM2T li NO"�"ORtl (AH, 1LPAXC'O" AT EIiEO SEE 101E ,) P-3%ile7IN , MAXIMUM A.S.D. DESIGN PRESSURE RATING (a,l,LA_ND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE Awn AWv n,r earl •P6 a. fa r+er 1ATr•,e r M1e10 OR 'L ) RIN Al •••+�' al Lan �p TIp1 -mA -77.0 r-V OR 1 2 1/4• tae3a.m I TORU a! 7 -311 -72.6 >F-6• m e•-a- Al 2 3/4" UNMIM I THOU S A 7 .sea -72.0 w-r TO Iv_r Me 2 In- • e y-4 .A 40 12'-r OR LESS 3 1/2" ,r[°pa�1o1L��DIItGap�' • M O1EgM3 e, 2 • t0 • $a m r/ 1/1•Y-mri' sS " ! We~ N aD•N ! ektA M aF PMQ MAXIMUM &S.D. DESIGN PRESSURE RATING (12.tl AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDLn r FOR REGULAR STORM PANELS () i Q INSTAr ATIONS INTO EXISTING CONCRETE A CMRETE BLOCK STRUCTURES IV" oral PLR immal, Al 1Al wsrAUTONA m em snaMH• + >r, 7 w •Wl! .. A3 wl III amm PNL$Surlt MTm PA( T) W011 M100R VACOD FOR [0. - 3 1/r • 5611010 / ! NW OF immR101A umme P ft LDItTM 1• (0.) SIPCOH Cr tYP-CRa CAII-IN IRIlEAMCt nmw O ImawfE n TO COMpWR w cokto R .AM ro MCNM To commm etoa m co a m To cowmw It= 1V CIMCRETE To Commal ROCA ro co"OR E DNIOER LOCK 6' WA WA WA f' WA r AyA r (TOP) •' 6' WA WA e' r t' r e' 6- t (e0lroll r WA WA WA 6' WA •• WA f WA 2 TRIP) 1 r N/A N/A WA r N/A •'• WA IF N/A 2 (eDnRWq .55A -71c r WA WA N/A a• N/A •� W •' WA ] ! . (1oP) I Y-s' OR LESS OR LESS 0' Y WA WA a- 6' Ti a' a' e' 3 Pcnae) a' N/A N/A WA r M/A • I WA G. N/A 7 0• a- WA N/A r r r e' M 1• 4 ! 7 D1DTT1W0 WA WA 12 1/2' a l/a' 12 ,/7' 6 t/,' a fle t 6 1/1• a If SEE 99M 10 A I I FOR AKHM "PI A SW.HC MR IswL4WA IRO WON PWW LLLPL0AIL MINIMUM AOIO SPOa t AID LOOM tM OVAMCE AIR •IOTA O ON r116 SMMU Me LC LOS ITEM harm ON well aLTAATE ANI>w wcm eY IALDRLYM SPACOM "M ON S wEl I1 THE FOLLOWING FACTORS, FOP IM DAIMON TO 9E POat0 IEDIRED SA'OOK 05%mm UlD TACIOI SAL, All to Late TAN towel VACID Magow MR EACH AT• OW "'ll AT ANLHm Lual MOO TEAL _ _ 1/4% T.r00r _. _ 1/4•. lCAI•! IlAl 1/4-1.,/4'. cll - I fml M "IOA WADO (M) I 3 3 ] ! 1n 3 ••rr•eN.a nrN.r IOU 3 I 3 3 3 3 ,n Y 1r1 a...M g.Y Q•) 3 a 3 ,/3 3 In 3 In AOAIa m Lo. Leal , tn• m m - - - - Im - Im ,.w 1/4- ID.. a/A• LEND eMss guNNIC W/ IAIY-20A2' SS. ML 0 6 1A M" INSTALLATION DETAILS FOR REGULAR PANELS {ai dE i1113 6 I Is AND a ,/i o.c. INTO EXISTING WOOD STRUCTURES a _r no well ro e'-a• oR - Foa NUM r A All ►2 I/r [ FC. WI O OR F1 W. lI P3DS • P%M 2 1 O. c. TRIM , i/2' LAl THIRFAOEDro NEADEa ro. AL tDH011Hs um..-4/6vaclit FAEQ Q", •••'��lEl ALTERNATNE 1W ALIESNATIVE 5i3/Bel• SCALE 3/6.1' 1 I. ! SEE gaEPNE 011 S"w e 1 a �9 °Ee 1 FOR 111 " MAIL r ro aaA"s%"N"0M I • I � � E'EN � • n ,� P.c rIj j i I Eat_ 1 1 1 OR ( 1 _ 1 EQI , / l Eat / »•' ', Nam r+AAT -L 1/4• ib.. S/M UMW 8a•AT 4a9 bUb W/ 1/4Y-21W $A MA 0 6 1/1' O.0 !/.Y•'mw�An 1.1 n M 'y/2y � ,•, �� FOR RAMEL IDIOTm LOP To III AM a to 4 a.+l 6r0 • r O.t 1/•PC wR TENS lm ,r 111 0. r i OR /i,-10 F.A•134LR nx" O a1 PANBX 1E PLUS 0 /7 1 0. C YIIM 1 ;I , r TNwnm POP�numoN N - �nY 1A16 lCR1N6 • r OC r I1 - ,n M T ELwLn PVE RA�O. ALTERNATIVE 3w ALTERNATIVE 4w Or feel WOW PLAIT fos or MIAIL SCALE 3/6.,' so" 3/a-T' ILL LEmCm 1P 10 III W- NO�I SCALE 3/8-1• SCALE 3/111 NQuS: 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH ASD. DESIGN LOADS �� p TIL j�l✓ UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO 8'-6• CENfLt �: FLORIDA BUILDING CODE (Nigh V•lec NurHCam Zena 2. FOR NEW WOOD FRAME CONSTRUCTION: WOW MEMBERS TO BE SOUTHERN 16 '. � • cLRm I4: F►' PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EWNM i N0. fir = 20 CAGE GALVA)MZEB STEEL STORM PANEL AGAIN ft Np� FL3R cDMBWNATION DF SECTtoAis: _ * Of -_ = St �p $ AIL EI G O •E1e. GLOBAL PROTECTION PRO LLC. wao EW. al saaET' 01rNan.r TDP h BOTTOM MOUNTNfS (:AN BE R1V F '•..... ! a iINs IwW, a 33314 COMBRNED IN ANY WAY TO SUIT ANY 4y,S,N•I A'F, •'-'•.r`N' .r a i<ti >A Wen Prot w all ww ; OOA P.-TM ...: ITLW m-,w R"QMEr fo")RmA-fen. I- ts"YAW r 2Q-176 RATAL1ATKkN. N IMNMA L >OLL/9O.MTI[/MtE Oaamnte 1KiD1 A lellf i.. ►E. Al N PY, w - 0"rc Nm 61aT t, M H srtns OvEl r2 I/2' L I10ID TNAE Tare( �, =iii����t■�c��o1�1 �����y�� A � • . Al . i _ • . • ,1 1 17 _ Am 1A* ; '4_. _ ALTERNATE LOCATION AT END PANEL STUDS 9 EVERY - OVERLAP (12 1/2, O. Cj TO HOW PMIELr- 5/e• Nw1. �asE 01- __ 3• MA. CASE A) I-- 7- r/4' �SEE III SK ,II l `��INTERIOR PANEL -END PANEL � '--3•--1 LE -'-- SCHII '- 3• -I 2 FOR All ANCHOR No•. AMC" $FA LNG SPACING •-3' INN. D��IL 2 FL�RMOU MOUNTING INST���ION(APPL�A�L�O��EDl�II2 FL�RMOU�NG INSTALLATION SCA E 3/,11' . 1• WMIYUM A.S.D. DESIGN PRESSURE RATING (Rail AND CORRESPONDING] MAXIMUM PANEL LENGTH "L" SCHEDULE ,APPLICABLE ONLY TO SECTIONS I a 2 NGICATEA FOR UEE SAFETY STORM PANS 11A,o11A1 ESA. DE9M r.NY.ON if UP -or to VAl rME1" n wf O to ►maw& Am 10 APFUCI U TO OECrKNS IIIR M1tWVm PEEL FWts&m IM.. t. m SOH [tE eACK To CoIIC9[7E fAANCR[R at= m COMMA rE 1.6, 10 @TAGS W a7NeaE1[ I 8Z CaMIeI11oIIN OF RADA LDIOTH 1- (TLI 6• All N/A All 6• N/A fY N/A 6- N/A 1 k 2 (TOP) SSD. -72.0 p• T !• 9- 9- 9' 9- 9' 9' 9- t (BOTTOM) 51-0. OR LESS a• N/A All All 6' N/A a• N/A 6. N/A t k 2 (TOP) ♦SSA It. 5' 9' e' 9' 7 1/2' 9' 1' 9' 9- 1 (BOTTOM) 5'-0• TO r-r +s5.d -72.D ts/A N/A 6' N/A 8' Al l 6' All / 1112 (T�) 7•-8' 10 1'-6' IF 4- g• 6• 9• it 1 6- 1 e' 8' 1 6• , (BOrTOM) m,AatW A" DES" PREStRE t_ VA. (SRO 0 1 IRA n1al Ter OF Al CAK I MO • r All "M Tor of MOO APPLICABLE TO SECTIONS F k Comm"TO MADWM PANEL LENGTH 1• 00 -QhlImy OF 74N +49.2 -51.5 3• y 4 1/2' a 1/2• 2 (BOTTOM) 7-6. OR LESS +52.8 -66.0 3- 3' 4- 4' 2 (BOTTOM) r-6. OR LESS .550 -72.0 2 1/2- 2 1/2' 4• 3 1/2' 2 (BOTTOM) r-8. OR LESS .SSD -7LD 2 1/2- 2 1/2' 111 WA 2 (80TTOM) 7-6' TO S'-0- .55.0 -720 N/A N/A 3' 3' 2 (BOTTOM) 7-8' t0 6'-6' 3P: �ceNSE•' No. 44167 3*_ .YII•AA ANIa Ols,t 1M. rr•1 LeIWM m M31wYW 1- • LW1 gcWOH4f ,r,rA e/AR•"+ W .NA wD Da"IDM •30A -JLO 111 1 3/.• MAralm SEE S/ER i6 FOR momm TYPE a wAame MR OofALa" m0 wall MMIE OL"m Im m ANCHOR 9•omn ILO WAMN EDGE DITANCE IfE *YNI am M no 0G1AIf. MR [D LESS TV" DO"= ON go"" aul ANCHOR O oom IA NA.I umme SPAGIR3 "M M SCHM" IN " FOLIDIOO FIDM. Ma INNS O•EI UM ro K Ml OCR= 9'"m ONd61m U" FACTOR SHALLNOT ME LESS THAN WO" VAl INDICATED FOR EACH ANCHOR III AT A ACHIM LOW& lNgl! E17I/a•• 1/4'.• tp1 I/•1 1/41 m- V V►- 1 • • HYIIa-N Inow WAWA 0.1 a S 3 a t 1n •rrlwo 3 3 ] 3 3 u.wPlIAl Ewa 00 3 3 a 1/1 3 1n m l m ORE am" fie= a /r _ - - - e r 3 1 MAWLRIN MUM" ANMCM Ill MR LD. - 3 I/r - AAQ DES" "I CIF T11P-CLIP CAI ►p"BAEOE "MILE D PN6WTE YIPS ISLE RT m NY Tomcome / A, LNMMMI ►APAWL,•,T+w ••F59•E (P.L) ro mNDaeTE m canWE,E el m caNCRE1E TO oDNtafla gACY TO coIlcTEIE oDNURttc guru TO coHX+E1c 10 caNOC. etap TO caxcRET[ m earL gOCKOC. m fA11GETE RI caNac,E elope ANY t7011lNATOl1 or rIEM LDO RI 8' N/A M/A N/A 8' N/A 6' N/A 8' All N/A N/A I (TOP) 6' a' N/A N/A B' 8' 6- 8' 8' 6' N/A N/A I (BOTTOM) 6' N/A N/A All 6' N/A 6' N/A 6• N/A N/A N/A 2 (TOP) IS' N/A N/A N/A 6• N/A V N/A 5• N/A N/A N/A 2 (BOTTOM) 55.5. -72.0 6' N/A All N/A 6' N/A 6' N/A 6' N/A N/A N/A 3 IS 4 (TOP) aY-5' TO 6'-B' OR LESS 6' 4' N/A N/A 6• 6' 8' 8" 1- B' N/A N/A 3 (BOTTOM) 6' N/A N/A N/A 6' N/A IY N/A 6- N/A N/A N/A 7 (TOP) 6- 4• N/A N/A 1. G. B' 6- 6. 6• N/A N/A 4 At 7 (BOTTOM) N/A N/A 12 1/2• 6 1/4- 17 I/2- a 1/4. 6 1/4' 6 1/4' 6 1/4' 6 1/4• N/A N/A 5 (TOP/BOTWM) 50.0. -53.3 N/A N/A 12 1/2' 6 1/4' 12 '/2' 6 1/4• 6 1/4' 6 1/4• 6 1/4' 6 1/4- N/A N/A 6 (TOP/BOTTOM) >1l TO I1•-2- 55.0. -72.0 All N/A 6 1/4- I N/A 6 1/4' N/A 6 1/4• 6 1/4' 1 6 I/4' 6 1/4• All N/A 6 (TOP/BOTTDM) >l TO W-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4- 6 1/4' 6 1/4- 6 1/4• 1 9. 10 (TOP) $ -48.0 - 6 ,• N/A All N/A All N/A N/A - 6 6' 6 1/4 5 1/4' a (BOTTOM) OR LESS S. t- N/A N/A N/A N/A N/A N/A It.6' 6 1/4' 6 1/4' 9 (BOTTOM) 12'-4. OR LESS N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/4' 6 1/4- 10 (BOTTOM) SEE SHErf. 10. 11 AND T7 FOR MCHM TYPE ! SIANI FOR tgt%&AMM ,MO BOOR Fmw &ADeg MOAN AAOIOW SPACPgb AND UPS" WIDE a0TAMM ARE AOil " THIS SCIm1Ai MII EA. " TWA OOWM ON SOWDUE OEDue[ ANCHOR SPITCMO 9T MLATIPL.YIND SPAONG SHOWN ON SCHEI W THE FMLOIrn FACTORS. MR THIS MOUTON To 0E ROUW. RWMCM SAACEIO 01"AM L,6aNO ACTOR 06UL NM eE LESS THAN MUWAI 9+AOS MOACII® FOR EACH ANCHOR T67E AT Ampere Ltm a ANON TlE I/41 . WIlvl _ /P• tl TM -eV t/41 1/t1 I/t1 1/4i _ Y _ 041 Sol 0. Nam lads pll) ] 3 ) ] 2 112 3 N•••,•N ol.r MIA OA) 7 3 3 1/2 a In • 3 ,n APR9L m OBs Boom ► A -a 7 0 R I In-- 211I• r al I - I - 1.00 - lm tm INSTALLATION DETAILS FOR REGULAR PANELSC) A a INTO EXISTING WQOD STRUCTURES i' II -14-10 PAMELMNIE PLUM l( ,4-,a RME3eATE PWS ,i ,._,a PAIRT.W,E PLLS % 6 1 4- D.C. NTO/„I011 N"POW; ! 6 , 4• D.CPEN •EiE//ATItp/71p ,P00p /1yyE - � 6 L •- aPE7alTWR/ATIDX T%- 1 Dus"All WOOD HEADER 1'1 _ EXISTING WOOD HEADER REOUM@ �. -. II COST" WOW Nam ,I lA'rVII' , YID i 'J.11 n1' 1. AIR J71D , a I STAG • a lI lW • OOR SAID Ile cm "ODO REMM I : ,e^ 1 I BC REQUF" CFril SHIM 611 �. n 1l M I MR �A ION 1 I-Ieu�pium,mom TO CLAW_ Sum MP.. PANEL LENGTH1XIl! ''1. IIaA. PAA0. lENO1N l _.. 1 NP.. wPR;L LENC'iN I 1 i r2 (SEE NOTE 1) ,N/sA «man• LL (SEE NOTE 1) 1/.Y-MOAT• S.a (SEC NOR 1) • OlalY OAORM » • EN]Yr C+EgN f EYFIM1 01VVV : sox SDR or 1' a i' of 'L' ! /(ryy a Am MAX l ii / l Vt'P--aaIP • ` w1• M � PART - CAD s 1 4 aPEucIWAr/nai N� NNE i ; , { -- i5 /• • uG 470YS 214' WOW PLATE ,'PLUS2-.4' W00D_.►- Lam, 2'.4• WOOD PLA MM OTNRFAOED t/2• t14-10 AVEIWTE AEOLOII21 REQUIRED I�' POWMITION MOWIDWI O PLATE AT MID WOTN OF PLATE '' -- '8" of SGOOE SOMMS i DIRECT•" •"� :.,.. A7 MOWOM OF PLATE�_ . stAE u6.1• C•iOEY�am MOUNT 4 all INSTALLATION DIRECT MOUNT DISTALLATION 3Ga.E 3/8 .,. SCALE 3/8-1- 1. INSTALLATIONS FOR ALTERNATIVES 8W. 9W k ,OW ONLY VALO FOR NH111 PSIS S 'NfflG 1NA UP �oEs1ON LOADS LIP To +43.6. -46.0 D.a.L. AND ,,M"� p: TIQ 2• FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENARY OF O.S5 OR EOWL. arA�"`sF •'' FLORIDA BUILDING CODE (Nigh Velactly M AeTF FOR 11oM OF Ct10lI5: G No. 41 *0O •` 20 GAGE GALVAIOZED STEEL STORY PANEL TOP k BOTTOM AIDUNTWNGS CAN BE COMBINED IN ANY WAY TO SUIT ANY =•• DECO AMC. GLOBAL PROTECTION PRODUCTS, LI NSTALL ATIDII. $ D:. L R10 : _ _..Z. y.. - _ "m sr. $+m_ Im N N CD N -Cu OCD L a) 0- C_ � 0 ^� {..1. O O Q W O LL cu .Ln -0 E O ♦ V tom• �c,.Cl) C INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM I I 1A1G 921DY6. r ac ./ INTO EXISTING WOOD STRUCTURES I , w T9I W rS3E1MTON ro �esTNO Waaa I/aER ql Cn ♦� '�% L. M �) N L 1 rok 1 w / �1 'II rol__ - - 'i� E - �/- _ Ell', _ IRDlltlm ( i =3 CIO > IKOOMfuel O D.� I� KADa dare Assist, L iisvieW Review inc. B ALTERNATIVE 1 ALTERNATIVE 2 fcr (col.,pl. evi CemAteted and a 0_ _ a1i LNAetatE all /E •[ f :a .'s2 ';�' Y CJebra With the ?0?0 fgC 7 hn d 0 Anne Ktahr P92300 E Iti n ON I - SEVA LA Ir U r EOIt D _ - I EO,UP 1 G Real O 1 Cu _i i;1 wrol+Tcu 18 Cn. ALTERNATIVE 3 ALTERNATIVE 4 U CD rNEOLNWO t/r. W won 0 r 0-0. W/ I fjr 1' W. It" rewmmA OR ■ - /a' TOLD AaAa rot. O A/ /�•� /sY-2aa' ss Ml a e• oc. of `v ,/4•R-20 Immumm fuml D of ALTERNATIVE WOOD FRAME CONDITIONS AL ANCHOR L A�}C TIONS TIRIEApEn I' I6 IF ro W 1 'woo . soar 3/N - I• PULE TONE . 90.1"m "Vom Nm 9DWN FOR OAWM WALL MOUNTING INSTALLATION p;Tkt/ ALTERNATIVE t W �``� t�'� W g39r 3/e - I• - 3�?:• JGENSE i 7 FLORIDA BUILDI7a'i COOS -Nt h VeiooR Nurrlcalm Zone) x Q sore alEm •a 20 GAGEGALVANIZEDSTORY PANEL STEEL STPANEL MLr •� ,..IOTA . -72.0 ARE ONLY HELD MR LE BH UP T WHIN AS.O. DESIGN LAWS t" 70 $i W A1� n/arymA Z ♦60.5. -T@.0 RN AND wens ,Eames Il ro e'-c.GLOUL I L E C O EMC. PROTECflON PRODUCTS, U.C. W E : FOR N.. 2. W/ WU COTE l OM WOOD LIO116Ens ro ME saurlWRN '// FSSI • LE u� • M111 5 OIL FL 33314 Z PORE N•. E r/ 3PECWe aEN9tt a oae OR EOLMIL arehlANn AINMM a f4A RM N0, err tAleat w sNAr AlQ! peA)tr-7aM, CAL taeflpE-n12 20-176 NN..: .T-w7L Ar , OFa a-Il, Q P[ gA/9BM1UY/MIf q. -PIA. OIMrY Al- wrwG m°00min'+a_ , J T «, ow n l >r a SHEET NO. SH 1.1 ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 Q 20) - 3• MX. 307. 44/17. SA/TB, 3B/17, 40/t7, N/Ta 3 MAX U t MIN wN/t9 7ARJ1B k 6AW/20 sw/T9 m/t9 a 9wM/20 T NM 0 0 o a 0 o b rI QA@ ' R(OLAAM StONM Frcr. , am" IAMB ` - A F8%i �/.Tt= E.S.MN1A PANEILL WNaLENGTH NUP •-(SEE SCHEDULE)) AURA ,) T T} /� I -- PALE lgiOY L70Mf11s3W1 - TIIC IMB 4 A6t k RWN AIB '�" J. -; sy». Wt7• SA/18, 1 m/ 9B/19, 3. �:t• MN. LtMY/t9. 7Aw/t9 r 6Mv/1D "W/uwjtlW n r eMl'/20 t• MIN.: ..ANCHORS (SEE SECTORS ON SHEETS 17, 19. 19 A 20) OPTION #2 FOR LIFE SAFETY STORM PANELa ELEVATION SCALE 3/t6•-t• IN• r.K tw iPrs l�fO[wutT,}y�T �'✓� I-- Umm L SECTION A -A SCALE 3/16•-,• F ► L � . -LB MAXIMUM A.S.O. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (P.B.f.) L (ft.) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 81-6. 2 3/4" UNBOLTED 7 PO BLOCK REQUIRED eD4 INSTALLATION DETAILS FORQPTION J2 FOR LIFE SAFETY STQRM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRQE BLOCK STRUCTURES 41 TIPCON ANCHORS _-1/4• TAa w ANCHORS .. _ i' TAPCON A/NCHORs 9. O.C. a 9' O.C. a 9' O.C. POURED ODNCRETt- PaLR+En (X)NCRETE ti: POURED }%RM,'NETE, ` BLOCK 2 '4BLOCK s_ KOCK REQUIRED F [s T{` I/e �. { 1/e ••� ij4• W- EGO a ' l _ i Iti t161FLA,IWN tW ',s I�-w wwsl n �} Yk >BwIRR. m CLASS L NEAAESOS I i $ CLASS , dl i a!•.-,m. s3.• � r+y j ` 1w Ij4w>lo.a•>v,. ' ' � r _7 _ Oe6aN I r f ,L I e / F_.. _ _i/B'as3i]2• WANK OUT 11LLSlfFF1 _ t { 4'4-20.3/ess. Ms. wj 2' _ r "'-i%'9•RL3/Ji�i NG NUf NwA/SHER { ' Y • T2 t/2' O.C. 3/32• WIND NU 't (BEYOND) OIAS ER a 12 1/2- O.C. - - NUT wAs{ER (DEVOID) .. ' .. _.-1'C TAPGON ANGFIDR$ T/4' TAPCON ANCORS : ..�1 (4 TAPOON ANCHORS - i i- TAPCON ♦ i/2' 0.0 --_f 4 1/2, O.C. _._. • 1 1/Y O.C. ---- (StA0 0 w/ STUD) (SIAOCERED W/ STIED) e 4 1/2' Q.C. �201lRED OOMCREi[ __.POURED CONCRETE -POURED, CONCRETE __PS>URED CONCRETE REWIRED aLOCK RREGU OOOR P BLOCKKGU CONCRETE BLOCK WALL "M �rALL-M m IN9IALItAT�+ WALL M G WALL710N WALL MINTING !NUAIIA 1 P��dEL IP LIFE SAFETY 0 _B Ali al AFL SCALE 3/6`-1" SCALE 3/8•-1- SCALE 3/6•.1' SCALE 3/r.1" INN 1APCON ANCHORS e 9' O.C. -- - 1/:4-1 IBIM tW OI sL WS TYPE k mom in wpm .. _ VA MR M37AWTDNA I1R0 WOOD TA INTO YY. 4AOOR 3FROw 6d num 11 wmw ANCHOR DI AKTW 3 00"1 /ND IIIAI�AlIJ mGE DISTANCE AM THA OR TH6 MCC A®WPRrF ant-AIA 0a) 3 MildAF FOR F.D. ITS THAN ON UMS RRAWAI O nW Rlst 6J 1 R40 BY SQE4IAL Rm,ICE MIPC 04 SC m YIAP SIAAW! FO SL2ETARE AORTAL iA 1 new OWING F BY R OPERATION iMTOII51 OW" FOR iNB FOLLOWING F065e1E. RBI* 1 i/5' __._.. 'T4 WOOMTQ I BPAWLO I RACIOR SMALL IlOT- IRANMA um TIAN m SON NSCHEim M row FW EAp+ NNRDR T11E ON SINS 949EOAAE PC OR " 3 ,/r INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM M IQ I PAL vA t evn Era t em" two yr E ty INTO EXISTING WOOD STRUCTURES INTO EXIS'. - -�...- III ,-iY000 NEARER - 1l rRLDmDC KADEn - •{ aT,idp HHEADER ' -,.,• I;il w00A i1FrpER _ VEOaNM+FD r AEwNREp t -AELIgND I l i 1•0 TAPCOF a s" D.C. - _. _.._ i 4Y TAPCON e K 0.C. .__ - // / t 4Y TAPCON e Y O.C. j , 4Y tAPCON a B• D.C. iWt/1•ATN.eTHOOD ' C,I '� __....TM//1 INAFA�D : .•'; I� -W//1 In MITI. T7UFA0lD .., 1'.. ,, .:� 1;_ _. �/t t/i SRN. DREADED ''., ,�I -�•. "-Yf/1 tj2' USN. iHPFADEO ,i f PENitAtl/0N A7 WOOD II PEMENAION AT HEADER R100D NI pEHIErw.TmN AT WOW I;: fE/ Ai WOOD I:� TON AT WOOD t+ HEADER J)HEADER. i ''I• 1 1 7/4' A '2• 1 VI' I N � I rill .0 1/4" 1 t MWA•--- .TIFF- ! _. 2. Y_ 1 2' _. _I WW0 HEADER L. ) n !jS REOFVEO - iM>n. 4 ONTL ' !-...-:.._._ C� Fes',. :v C� DL611NG w TAPAMt . t IRA SRIPHLO,ON . - ro AAn W aARE ' PANEL IENIG111 GLASS t (DIE t10EsuF TOE RC UX11 ' 1 DN Lu, 1p • 1• YWA PANEL IEMGiH1 ON 9aTT ,a) -- - -- - -' PANEL 71M Yw. >2 AMTPN � (SQ MDIE , sPiOw) �... '"!'- I PAW LENGTH w. XPMAAD. ! 'L' Mo., -e m aAs (SELL' ra1rE t mow _. � INAW, R IY-20.P NOTE r 90,011) CLOSNG ! ( _ Y ._ _ ME NOTE 1 BELOW) m am ' tM 9Kr1 ,h , =,. LSLL m Awn ' PANEL LENGTH / / ELp�p,D OWN � .) I (SEE NOTE t BELOW) RAASS--lyE EOROOIt - ,Me 4,PAA4NW - i I T/sY 3/3Yi._ . ' RANK# NM/I 1{4Y TAPCON i Lot W/, yr i 1 PDJTHTMA PDNTRAt10K AT _• _..___ r-_ 1 f Fl; . � I IRDWDIW OF PLATE' ' cis ! t I1 L _ COAT N9 -.. T/s'hiDe3/4'Ss. MS. W/ _} `.. 1/IY-20.3/4Ys M.S. w/ �. 1 .." I' '.?/6YIt3/3r MDIO NUT _ -. '_, 1 B"Aa.T 3T WRN6 MR �7 Y R 3/32 wNG D.C.' ) Y . )/32 WBq 1 . WISHER ) /2 O.C. tWASHER • 12 1/2' .C. I 1 i m wSI,EA (BEYOND) wAa+ER eAPCpF M B ac 4�,-_-T_APC �j0 ).C. CO TAPOOM ! s• C. Ie'. 1 1 lN1N AT FODM)pTH :J W 1 f 2T"DNAT w , 1 2' YN.THRIADED OF PLATE- �'. _ • w000 PLATE R 4• WOOD PUTE ' OF PUTS , #PRATE ' 1KGWRED .. OD PLATE ._..._...rK4.9D00 PLATE - W� (NSTA�IIL rE ATION RROOCCNNRR TMEOT�F�ARRmm SCALE3//•.1' ����� SCALE 3/B"-1" SCALE 3/5"-1• SCALE 3/8•. 1' v ,. INSTALLATIONS An paY VALID FOR BUILDINGS WITH A.S.D. DEMON LONGS LM TO .553, -72.0 PSF AHD PANEL'S LENGTH UP TO W-V :' N0, 2. FOR NEW WOOD FRAME CONSTRUCTIONS WOOD MEMBERS 70 BE SOUL MN s PNE NO. 2. W/ SPECIFIC Ocusin OF Om OR EQUAL =* •: COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-17 -2.250 (EFTECTNE WDTH) r _ -d I/e ZIP,- D.O36. 1PN. ARCM HEATED• 3,500' 2.214' 2.657' CALMMUED STEEL EON;[ tZ5 2.000 .2'.�0'i t TIP. AM A-653 �R ORMDE 50 MINIMUM OUAIL -_, : + �U bA, c-eD DAY,'. -------- STORM PANEL W/ MDAMED EWE 125' RDD�� L ROUNDED CORNER !ENDS OF PANEI.'5 125-I END UP W/ HEMMED EDGE. (N.T.S) T... "-2,000' --� O 'J TRACK 7 (-- 125' pqV � n e� 7sr Ell - (TYP.) J I � �-.750•- - !--3' 0 3"X3!(M=,) ALUM, ANGLE Q STOP am II" LONG 6O63-13 Alum. ALLOY TZS• I T ® REVERSED 'h' TRACK a1 s• C- ry �j (r7P ) O PAYE • 6061-T6 AMm. ALLOY R-. Tyµ 2Sm' 2.244' S-•---2.470'-JJ Q RAISER "U"' BACK 2.aoD• 6 2'x5'(Max,) ALUM, ANGLE i I YAP WOOD. PLATE .. Y'',7/870 4. 3/32' WIND NUI REQUIRED , WASHER e 5 i/4. OC. /14-tO PAELMATE Y e 8 i/4' 0,C- W 1 7 6 1 ' MN. TON VW*YWEO Al ARA7R10TH OF PLATE •.� _ '', WALL MOUNTING IKUALLAMN ALTERNATLVE l2A1N fgSe�ilAR PANEL. SCALE 3/B•-1" MAULi I. NSTANIATONS ME ONLY VALID FOR BUILDINGS WTTH A6.D. DES" LOADS UP TO +55.5, -72.0 Par AND PANELS LENGTH UP TO W' F, 2. FOR NEW WOO FROM CONSTRUCTION: WOOD MEANDERS TO BE SDUITHERN PIKE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EIXW_ i�(E7L9 wlEi,T (INN'1 wu7 { iN1ICfiOA PVA) OYI[fiW PAKD.J Sm NOTE L S 4 BDOA 4 I t ! Ng1ER fi 3, . OW I ) I _4 ,•�°�/ L_ y' ,.)WNRARs e_seL 40 X 'L• . I I SEE NOTE 4 BELOW NOTE Si. 3, WM. TOR 1XNCRLTE FMHI"m SIX RLOW �:•rt 1•.LMn 10mo1RE ON STEP 7k FOR WDo SLCTEW: N' Min. NOIf , SIX SECTIM OR smw 28 y� -90OW 0OR0W/ OR W/O&(2 • LAdT PAVE. Q 10 ff NSTALLID AT UQ+ TYPICAL ELEVATION EOR SERIES-2000 OPORNO SMALL ALWAYS BE PpOdOm w REAR IUNOIE TO FAOARATE WNSTAW P wTDDID m aE IKTALED FxdL TR MLE - t,SIEM RIS�OE OF STRRUCRXS. r'1/r Mae. CW -ez I/., Mm. OM 9fMLF 3/32' • /- {t), @' SERIES 2D00 E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL - CPnT. TRAM TOP 6 BOTTOM. (2) (NO PANELS SIMLL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR(s� 5HA1 sE PROVIDED AT TOP OF SUCH PANELS. (3).. IF END PANELS ARE CONNECTED TO BOTTOM TRACK. COWECTIDN SHALL CONSIST # 1/a'6-2p.3 i' us. W/ 7//B'R.3/32 WIND RUT OR IIleft /a' Mtn. THLAIBSC"LV INTO TAPPET�BQTTOM iPACK. LOCATION O FASTENERS MAY Bt AT EITHER OF TWO EKTERIOR FLAT FLANGES OF END PANEL (4), N CASE THAT ENO PANELS ARE NOi CONNECTED TO BOTTOM TRACK (T.a_ A STOP BAR R ONLY USED A7 TOP AT LEAST Two PANELS SHALL BE CONNECTED TO BOTTOM TRACK LASING SPECS 1NOCA ON NOTE (3) ABOVE. IN SUCH CAS& CONNECTOR OF PANELS TO BOTTOM TRACK MAY OCCUR AT AAN PANEL LOCATION (5) SEE SECTION 1'. 3' k 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. ........ 11 ARn. AFPAMTEM 16 HAFeS EKISTPHD IN #RFC 16} I {( Ol.Lts�t. I max. - 1/4'4 IOA1•_ __ PANEL LENCTH (SEE NOT i 8H10N) H �I 1 ED I' 2•.4• WOW PiA1E ..7/8"4 . 3/32' WING NUT -MASHER REWWOEO a (BEYOND) 0-10 pNFELLATE PR,I� e 6 1/A' O.C. W/1 7/6e, AKA. TORE DED PENETRATION is AT WOOWOTH OF PULE WALL Q LIFE SAFETY PANEL SCALE 3/8•-l' FLORIDA BUILDING CODE (Nleh A 3• WRA, V/24110, 1'/24 < 1� (IRE Wt J manwI Win. raNERnE wNaA11s 3' W- a„ sMs OIO OF In•-T'Im 1 FT (rtREIROR i-riE.oit lgEy) (INIDUDR PANEL) (( (END P1NE7a�1 FEE 3, a 1RO,OW r. ♦ ! stt RIME 2. 3, . BDOW I( � I 111 1EO j 11 f T-�,17, i -� �) •------i PANELIATE fTYP.) IY DE -�/Y 'r ,n= AT ENO PAIMIS�TUN PAWS-16• • a NNG PANEL FT� TO BE NSWIED AT EACH TYPICAL ELEVATION FOR oPEHSNAG ALWn4 BE PROv43m W IF ANGEL K � FROM E-Z HANG tlbLt 3/3B' . t• I/4' A- L`W I/1• IMa GAP --(-- i SE�� ON BDN Nola , COME VW - I' (1). DEFNITION OF SERIFS IM7. E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL a CRACKS At TOP k PANELMATE PLUS OR IV LONG 2 AT BOTTOM W/ PANELYATES, (2). Eno PANELS SHALL. ALWAYS BE CONNECIIDD TO sill WALL BY MEANS OF PANEIMATES Ol, E USED Y W/ IS' LONG T2) iRALK AT BOTTOM, ENO PANELS SHLLL BE CONNECTED TD W//i"s-20w7w li•i1 S, W/ 7/ /],t" YFRNfH 1A)f OR 1/4'h Min. UTABSC MAI'0 TAPPED CFJTt AS DESCRIBED ON NOTE ]) ON), (3), FOR CASES WHEN ERIC PANELS ARE USE J04MY W/ IV LONG (�2i AT a0tiW1 BlR END PANELS ARE NOT CONNECTED TO BO17GM TRACK . `X STOP BAR �J SWLLL 8B PROVIDED AT TOP OF SUCH PAWS. II). FOR INSTALLATIONS SXIST WHEN ENO PANELS AND SOME NTVW PANELS ARE DIRECTLY MAMAlTED ToA TWO SEDE TES F�NOKSPACRA SRWMNF ON ELEVATION AND TRACH]T0//WALL Min. EWE DISTANCE. FOR INS CAINiERIOP PANf1 USED ODES Not NEED TO BE CODB/FfiTED TO BY ANY MEANS, TRACK INSTAt1Eo (N SUCH THAT ADJACENT PANELS (ip LEFT 6 ROOT SIDE 04m, ANEL) HAVE ry" THEIR OVERLAPS MA04ED By (�J I�£�'y FLORIDA BUR.DENO CODE (MOah V*fwHv Hum-m INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES TAPCON ANCHORS 114' TAPCON SIGNORE i Y' DC. a III_ D.C. LYKIE BI.00A. FIGURED CONCRETE kock REQUIRED s , REQUIRED � w aeFNAInaI a �� r a { IfQN IQ ; 1 1 �Im�I I i ! N 1 i L_ N 4', LO4 � I t4-1s'r PANELwTE Plus w/ NUT RA6Hm eslyo.a .__gum cGoAcLeLOCs woum WALLA LAQU a INSTALLATION I�'6AR SCALE 3/6•.1"' AM OHM U k m FOR ANCCNOAS TMK k NYIGI0119Nt t/4 • 11YawL ._. ja^r -R`WSiLiMO'S SPAEINO TO OWALLOONS INTO WOOD M Now 9NOe 00 3 3 FMLt PALM IWi" ANCHOR WAAW1DS AND K40M, tau WAa AM ACIr►tm ON IRE "max OAneN► , , 3 a t/2 SCHEDULE FOR CD: LE$ THAN #4r-4 Sp ON SCAM" Rmm mic'm SPOCM6 By AILTWLYRIG SPACING BORN ON SCIEDIAE R.0.04 Ow4R sYrt Osi RJBML FJL 910<.9i1A1 R1018R /Y THE FOLLOWING FACICPS FOR 1- oput"ON To BE Possum I akm SWOO OPABRD tEING FACTION SHALL NOT BE UQa TIFIN MACAU* SPFCRID MOKATED FDA EACH ANCHOR TYPE ON THIS SCNEOLAZ E GAL N07ES VAI IQ E-2 MA»D SWARM PAM SYSMR t E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PLED-) NOS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (7th EDMON) OF THE FLORIDA BUILDING CODE. FESIGN 'MHO IOAPS SHALL UI DETF THEED RI PER $ECNON 16200E THE ABOVE MENTIONED CODE. FOR A V@D SPEED AS REWIRED OA THE USING ASCE 7 WHERE6ANTHESE SHUTTERS WILL ■ IN5TAIM Ck S 0, :OR A OMC'TLONALF7Y FACTOR Kd-OAS. US9NG ASCE 7-T8 AND SHALL NOT EXCEED THE MXMNt)M (AS-D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 k 26. N ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DER7TMINED PER ASIDE 7-16 SHALL BE FIRST REDUCED TO ASD. DES" RAND LdAD5 BY MULTIPLYING THEM BY 0.8 N ORDER TO TO COMPARE THESE W/ MAX. (AS.0) DESIGN PRESSURE RATINOS INDICATED ON SHEETS 25 a 26. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS nSTW WERE NOT OVER STRESSED, A 3M INCREASE IN MA,LOWARLE STRESS FOR WIND LOADS WAS LION USED N THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS WFAI DETERMINED IN ACCORDANCE WITH W.D.S. 2015- STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN YERM N ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT ) 2032. AS PROTOCOLS 1AS--201, TAS-202 AND TAS-203, 2. THIS SYSTEM HAS BEEN DESIGNED TO BE MWALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LET. THIS APPLICATION IS VAUD WHEN NSTAL.ATION IS INTENDED TO BE PERFORMED FROM tiff .= OF STRUCTURE. 3, SERIES TOM INSTALLATION IS APPLCABLE TO SINGLE AND DOUBLE HUM STYLE WINDOWS YMFN INSTALLATION IS REWIRED TO BE PERFORMED FROM THE INSIDE OF StRUCRIRE A. SERIES 2GOD N5TALLATOH IS APPULCABLE TO SINGLE AND DOUBLE HUNG AHD HORMONTAL SLIDERS STYLE WIDOWS WHEN INSTALIATON IS FEOUREO TO SE PERFORMED FROM THE M WE OF STRUCTkW- 5, ALL ALUMINUM E'XmUSONS TO BE 6083-15 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAY HAVE 3105-HI4 ALLOY. 7. ALL STEEL SHEET METAL PANELS. SHALL HAVE STRUCTURAL. QUALITY STEEL AM A-653 GRADE 50 Mi.., CALVAAZED STEEL DESIGNATION w/FY- 58.5 Mi (AFTER ROLLED). 8.. ALL SCREWS TO DE STAINLESS STEEL "4 DR 316 NSI SERFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018 W/ 50 WW: YIELD STRENGTH AND 90 Mi TEHSR.E STRENGTH h SHALL CQMPIY W/ FTOR40A BUILDING CODE SECTION 2411.3.3.4 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL WITH 36 NH MINIMUM YELD STRENGTH. 10. ANCHORS TO WALL SMALL BE A5 FOLLOWS: ISOM TO EY _ TN - P0L FD 1/4 P TAPCON ANCHORS AS MANUFACTURED BY I T W, BVILDEX. INC. (MIN, r0.31S2 PA.I) t/4' R X 7/4' CALK -IN ANCHORS, AS MANUFACTURED 6Y WWALT INC. (NN. r0-3000 D.RI.) - %14-10 PAIELVATE FEMALE O 6 PANDUATE PUTS ANCHORS. AS AANUFACnAm BY ELco CONSTRUCTON PROWCIS (ri 1350 PAT) ALI) MNNUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- MO 2- FOR PARELMATE FEMALE O A PANELLMTE PLUS. A2) MINIMUM EMBEDMENT OF 1/4'0 1 7/8' CAUL-HN ABHORS SHAU- BE IS 7/6" NTO CONCRETE, NO EMBEDMENT INTO ANY FINISH MTERW. SHALL BE PERMITTED. I/e 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENWGWSHWW ANY FINISH MATERIAL EXIST) TO ENGAGE 3/e INTO ANCHORS. A,3) N CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SMALL DE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MEWNED IN At) AND IN 42). (e) TD EXLnTiNE r�g(T`BEaF T�Dce WA<+ 1/4- P TAPCON ANCHORS AS MAWUFACRIRW BY IT W, BALDER, 0C I/e 0 X 7/8' CALK-N ANCHORS. AS MANUFACTURED BY OMALT INC (rm-I MO pa i.) - 014-10 PANELMATE FEMALE 0 AID PANNELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS (1'm 2071 ps.i.) I 1 I jwA mnx,Rae a , .3 E M N�..i w 1 A I- -- -'"v- _ or M IN'FTO,• s.P 1y R 1 { lY/i1 g. I 14-10'Y PANDALU ATE PS W/ _. ---' ,gDND. )3/3r WALG NUT memo (tiEY AR CONCRETE O CONCRE OCOONBLOCKCK "COLD ED WALL MOLSmNQ" "IN �Iii3H SCALE 3/B•-1/�881-11' 8,1) MINNUM EMBEDMENT OF TAPCON OK34M AO PANELMATE FEMALE O t5 PANELMATE PLUS INTO CONCRETE BLOCK SMALL DE 1 1/4- B.2) fAXNA1LN11 ElOEL1Mi7NF GF 1/4Y x 7/8' CALK -SIN ANCHORS SHALL % Is 7/6' W1O CONCIEiE, NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED, I/e 0-20 SS SIDEWALKBOLTS USED SHALL SE LOAD ENOUIM(SHOLRID ANY FINISH MATERIAL COST) TO ENGAGE 3/e INTO ANCHORS. 8.3) A CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MIN STRUCTURE BEHLND SUCH PANELS. ANCHORAGE SHALL DE AS MEHROFEO IN 8.1) AO N 8.2). (C) ANCHORS WA .BE p$ ED TAILFOLLOVINO ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFAC11 R SFIALI BE THE # T RESPONSIBILITY THE CONTRACTOR T O VERITY THE SOUS # THESTRUCTURE SHUTTER 0 TO SE ATTACHED t0 ItNSNR£ PROPER ANCHORAGE THIS SHUTTER SMALL ONLY ATTACIHEO TO CONCRETE, a0C11 OR WOOD FRAME BlNLD6JC5, 12, THE 0MALLATON CONTRACTOR tS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH TIE BUILDING TO PREVENT WNO/RAN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL. MOUND FULL LENGTH. t3. STORM PANEL 1OWALLATICIN SMALL COMPLY WITH SPECS INDICATED IN THIS DRMYING PLUS ANY BUILD" AND ZONING REGULATORS PROVIDED BY THE JURSDICTION WHERE PERMIT IS APPLIED To, 14 ATRIUM WINDOWS AND DOORS, INC. E - Z NANO STORM PANEL SYSTEM- iS PA797R P@Yplq. 15. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.Oj PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROECT; i.e. WHERE THE SITE CONOMONS DEVIATE FROM THE P.E.D_ (h) TO BE RESPONSIBLE FOR THE S"CTON. PURCHASE AND INSTALLATION 04CLUDING LIFE SAFETY OF THIS PROGI CONTRACTOR CT BASED ON THIS P.E.C. PROVIDED HE/SRE DOES Not DEVIATE FROM THE CONDITIONS DETAILED ON TN15 DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBUTY. (0) THIS PRODUCT EVALUATION DOCUMENT wu BE CONSIDERED INVALID E MODIFIED, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT ARCH WILL BECOME THE ENGINEER OF RECORD (EAR.) FOR THE PROTECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RED. EN064EER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P,EA. SHALL SUBMIT TO TH15 UTTER THE 511'E SPECIIC DRAwIKs FOR RETAEw (a) THIS PLED, SDALL DEAR THE DATE *No OROMAL SEAL AND SRTNATURE or THE PROFESSIONAL # RECORD THAT PREPARED IT. 10, STORM PANEL MANUFAL•TURER'S LABEL SMALL. BE LOCATED ON A READILY VISIBLE LOCATION AT STORM ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING COPE ONE LABEL SHALL BE PLACED FDR OPENI4G. LABEUNO TO COMPLY WITH SECTOR 17090.2 OF THE FLORIDA BUILDING CODE Virtual Review Plans Review comple, f°( compliance with the IINi Arc'rby Debra Anne Kl tr • - E NO.44167 W: FLORIDA BUILDING CODE M h Velocity NMFrfeaRa UN 20 CAGE CALVANTZED STEEL STORM PANEL t� e [L E C O 4»c GLOBAL PROTECTION PRODUCTS, I.I.C.0 asA S.W. 31 STRECI /n/= W am ai. ,ti Ir Mr ,R1wr nPOPa a- 20-176 DA E FL LT3u PHOE(W4)0*-FEN, HAY: ()p.R4y_aTa7 PL WA/WMWAl11E,/OAR . IAMi R1- RP -. POOR A, -tot �, 17,iy ee W MM W NY • . 4iN1•�. -IF tRWWn" - -- . - - INSTALLATION.. CommAaNWs cm mex" 0 oO�pIOp7t[[ ON'AiBanLA \\ I:«awEo DETAILS EOR JERIES PANEL 1 INIQ POURED CONCRETE aR9Wa -�1'' 4 HbN. ►� -� G"Lfp D`"I'3F BI,!' - I 2000 AND 1000 E-Z HANG OR CONCRETE BLOCK (6Mq[SC NIpiONP aka mE aNMBTE'. �. -L?- -moo - ! STORM Lpq a ssn ai mcnE-� 1 5 l r� 4 I ) 1 i I ) 1 1 I ) I I 3EE WC.EDat Nw SHM 2A AIR W. wWTM TO OLOS M I M i I�t 1 r C1 mum mxalmt ° 1: PE•-'j/ IxNIOW1t i ` _I-^.J iF aN ,AIM Wt�IfiV-iOtMN• m m 1 pMC1W2 WALL MOUNTING BAST, S9i -- 0?t SCALE 3/(38y.1- $ t. 3MiR°,,IiO 4 t a RWn . E a ® aH YD]rl(A,m„,a, RFOWAMMIFIIIs PFH, F("n twil aN "a ! _ O'- TOP a CDROM IN BOTTOM w' � To suer AN NNttgLADM. FRAM 1 J Lj GD. L G3YAI4Y . SCALEti In1r • . f' VWN ,yg y Py 1 IIYiNEic"wi • t 1u � I Fj i I t 1 � l- � � F-NaN �° � IMP 1 raA m ,TO 1As. +A !'�#tR�N'• Ae T ) - i I av I1AAw � i R� 1 +/•Y� r NA j � r 1 !(zee r 11Y.,f � ! CS• i � i ' (����•'•"' �'-'.'. I AIF/ i' Ciw tic WA >•nF4i BAC4 L l=--4 - Par WH 1 N• ALWHRlP ! a�R MBHMeJ// # /JARS IPIO Mt -W" am s IF E �I FAT 0 Ira. O \;J a - SCALE 1/11'• SCALE 3/6.1• 5 1 1/''A-TOPM+ 41 , rue nWN WrrnAP 7 Ki R AE'tH3,/3L' Vg' DONE 1i Inca appr C 7th '300 •M--A N N CU O = Z 2 N C 0-0 cun- . 0) U CD cn O O a -C) O W c O u- O M p > .n E cu O 0- ''2^4 a z z W J W _C = > O CL ,Q U O ■ � ARP, cu W LLI Q Z Z Q J SHEET NO. SH 1.2 . : s �'., 1 X a,.+f 1. .. UA- 14:63-::11111J.111 iiiiiiiiiiiiviiiiiiiisimml NwuLRaw ASA. °E - -- - ---] �ArFcT Par.) (s¢� TO 07M06 s7•TwaTO +Mo. -753 W OR LESS 2 S/Ir BOLTED 1% 2', S', 11Y, 2*W .Bob. -75.3 70' OR LESS 2 7/B• BOLTED • .' A ... FROM BO d! OF 11' ".. a IIRWVW 7T A �r NOR M PNREL H UENoY PAPM- 4, I 1 - .NI . I iI. •Y : 7; Idl. i.t 17 + .. «. al • I'll ,Aft r' i ®' 4• ...T Rl...n 1.'.. ., ,•,> I, IGN ALSO WXRAM ANCHORS 3144o1G FOR E. O. - J 1/2• - wmkr-1BLZ TO ANYmm IIT1a or TINY VAN" FAIL LENOIH Y' lW) . PRESSURE RATING LI, TAPCM6 CALK-. PAIELIAAi[ FEMALE O 11,IILANIE PL15 TO CONCRETE TO CO 10 CONCRETE TO IXXHOI[7E 12• N/A 12' NIA 12` NIA 12- N/A V A 2' (TOP) Ft' 3'* I 10. 3- 5' 4• 5• 4• 1' BOTTOM) 12• 1' 12' S• B• 6• B• 6• 1• Mx) 1 +4 SOLO, -753 N/A N/A N/A N/A N/A N/A 12 1/2- 11' 2' (BOTTOM) 70' OR LESS 7' N/A I 6 1/2' 1 N/A 4 1/2' N/A 4 1/2' N/A 3' (TOR) 12' N/A 1 12• N/A 9 1/2- N/A 9 1/2- N/A 3- (EpTTOM) 12' N/A 1 12- N/A 12• N/A 12- N/A 1 4' (TOP) 12' 6` 12- 9 1/2' 12- it' 12• n- 4' (BOTTOM) . LIMITED TD Mo W. A.&D. DE-'S" PRESSURE RATIG ►SM LOW to FOR ANCHORS TYPE a SPAO G FOR WSIARNRONS INTO WOOD FRAME NLOA 9 ~ M ANCHOR SPACINGS AIO WIeMM ON 01100INCE AN I/IgGTID ON THIS SCHEDULE FOR E.G. LESS TWO MEAD ON SC EDME REDUCE "W"o" SPACING BY MIIIMLYNO SPACING SHOWN ON SCHEME INTHE FOUDOC rACTORS FOR THIS OPERATION TO BE PONINL ROUGED SPACM oven USINO FACTOR SHAILL Not BE LESS THAN IMMMIM SPACING INIIUATW TOR EACH ANCHOR TYPE AT ANCHORS LE Nam NNE I Ile. uotw 1/4-. - t/4. I 1/4•e - WA AND" U•wiw DN 3 3 S 2 ,/J u.LogrAAO G411..M eRJ 3 ) 3 J REMISS OWIPM •a1A 0k) 3 ) 1/7 3 ,n 4 IL'wYL rA 1p FAA1Ot n a _ _ )• IlA - LAD N I I JIG,AD I + ILEWURES MO. WAR" BETWEEN BOTTOM OF PANEL AND ® TO BE t/Y -},/r " 1 }/lr •1•+ ACQUIRES me, DWA/CE BETIi BOTTOM -PANEL I AND CD To BC 3/rr 1 _I Mo.. COMPONENTS FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 --15.125• (TOTAL WON)- __. ___ ___ ....-_ -. _ ._. -. ---.115W (UMINE WIDTH) ----.2,67•- f-- -T.260 .750• - S.S. 9nlo MET® O,L.-.... _ - ._ _ 5 1/4 (1YP- .. _ . . _-, 1 - 4 N- 37tI .1 T9 To ANGLE e 6 1/4' . 1.330' -. ,- 1 3w - !'-. 1.2W � 1w -- M. - t/Y 0.F r lMA e< T HEAs3esE9) -;,�-,- , I ,` 11500' I 0 L. I I_ � . 1..�• - _Je L )HEMMED GALa.N2LD STEEL 4 , Y8o / 0.024' YIN. f1ltk I6L }..� I,a , - _ 5.375 t.671'r), ., 2 '- 36-- .OBE t.01YAEAEEDGE ASTM AM TYP. 1�1 vEoaE ! I2.125' 1_.HIM" 1.500••--I 1 aTAr A + -iTYP.) (THIN,�. --- '-,-- ------"--------J 1 75• U Qi STORM PANEL -, ORA4 A 1 1 3- - _ tool I ADO nm� ItKRT�� D/w an 2� 'NW HEADER (3 -r- TRAgC (4 ANGLE WITH STUD PANEL �'' BE � S EEL GALVANIZED m• �y .AWLNLI E FEW { f JJ" /" to.05• I - � w 69ar - r. �, 1 ' I.825 ✓. O.JTS• . PN O.Y50'I 14p7• ( ...1 ,'D380• eA2S•-.. _.. .. 2.391•-..._.... •.- -- - -. N97N• TTso - ( (_--+�- -4 , PANEL - 1 OR ISQME7RiC VIEW DETAIL A .t3i" L ,- + ,'LIRA ,_ N ' I ry ROUNDED coRWER a ENDS Dc PANEL'S , -;l�7 �. TjLL _ - _{ I 2.376' END LIP W(N.YS HEMMED EDGE. 37- I 52S` A25- --__ - / ---�--' �.1 ( of a�a.EL M HOLE WASMER 3.750• 072• 2S1 ' .°91 • (,06YP j -}j- -, - O 31105-14154 ALUM ALLOY © KEY NOLE AT PANEL _ - -I tOrs{ISw 1 2. t24• - . SEE T I FOR wa IDIG -� '-'• y .et J' WIfAIXRG •SLEEVE LE110T,• IS t ('. LOIN' (� SLLUM- 1 /d' 1 - - 125' L DALY ,ENE FOR PWALLA71M ILO ) ..,Xr - wow STRUCTURES S AO�A� t.260- 1. 3,5• RI lY E !YSM5A I ^ L. f .230 • .. -'__.__._ ' --- 2.o00'. _- Y.000' 3.75W , .._ T.ODO a awl L /25' 1 - _2.5"'.._..__ I.-il8- O )I .7]0 25p' 'H' HEADER ® 'U' HEADER _ .oI A L fT1P ) (7 REV. J __ r ININ. TO s• uaX. -_- 1- 1 - - - - SLEEVE 1' MAX. - 2.000"-.._- I -' O AM= 11 rJ' TRACK i(i�? PANEL HANGE6 v"'we"wONA� n4' -- - 3.000, +, 7 a� Baer-75 Auar 00, A: T1, '7 111 1 j4- WIDER _ f -. -. , • ( ONLY E-Z BANG STORM PANEL I ._",_ .M_ 9 �S ,479• _ )275' I" 'i,:- i vCENS�.•',-I SYSTEM) 6053-T6 ALUM. ALLOY 1 7 l - - - I I 1�, i •• No. 44157 ? FLORIDA BUILDING CODE Non High VelocityHUTYtoane Zon• t.e J,' 1 r f `F 1.125' .650' 1 "W 1 , +1 121• y, 3. o �5 MN_e ® ( s_ I - n1 - 24 GAGE GALWLNUD STEEL MO PANEL GRAIN IT 008. t1, 0.. I.- - �, �) - s, F 550•-� •q STATE Oi -_9 ,-. T.ODO'---. S. 1_._..-I �stmi- t. --MY SECTOpS.___ _ _ .250• ., F t mM/SeID MIN _. IL E C O INe. PROTECTION PRODUCTS. LLC. "/ - YOD SW. N 611QT T14 d"f/ 6 MLA r..: >d,.•N AAew R Aar BWW. 2 20-175 G►- pw.1n.e. A-. ow p_,., NIOMC(N4pN-ISSNFAR, (N4)IN•4TAT 1© B9�U�MI�LADYM-rO�U�T��"pF" (9 BUILD -OUT I'F" TRACK Q & ® WASH RFD WINGNL T «......-- .R OWING - Nf» (ZAMAC 3 ALLOY) AWLTOA w R- rt. eWnr 2 e 1e J�1 PE �E AJ CONCRETE ANCHORS (SEE soma ON _. -` SHEETS 9 THROUGH la o CAwEFE REp1AgEo I 1 1 I �;o-- C-pq I I 1 It L 5 �T 6 1 I 1 I L. ; L{n T i1 SEPARATION I -'B TO CLASS. ! If ON SHEET SCHE3)3) N 1 I 1 4 i1 � 1 I I I I 1 i DINC SIPOURED coualErE 11 RfOIMNED ; 3/4' �� CONCRETE ANCHORS_, �"A4\\ (SEE SCOW= ON -LD...._ _ _ SHEETS 9 THROUGH to) - 4 . t t oi NiiiF I I . t }�F'�S ii•IiHNA INSTALLATION DETAILS FOR REGULAR PANEL C� INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE _ LOCATtpN SEE SCHEDULE 14 EXISTING POURED ECOW-AM _ .. - aum POURED Come" SMELTS 9 TROUGH 10) OR COW -A TE ILWN OR CONCRETE BLOCK REQUIRED. S,:' A-&T[WATE LEG __.� _ - ,,,-,j 11/4- ,/.ts,• YzeW»• As DOU[ IW,6 Fa L&OM OIOI . _.I PANEL LENGTH (SEE SCHEDULE ON SHEET 3) SON OF 'L' Mu If I/r DC ___ __ I (SEE ScHimu Co O 1• Yw , SHEENS 9 1111gNG11 1 :. 1 (4 -- -. tn- 1VMTeNOlA0�01 "X �'O"OR I- - 1 r f / I a FRET SCHEDULE RS !{ � fn, • ,7 ,n' G.G :1, I I--- i ( SHEETS B THROUGH 10) , -U i 1/W-2oG,•__ - - I LO I _•N�n N,W1Alo4IlRl�s �lii 1 'L' UMW. {' A'RV- //f,e 1, { ! !f I PANEL LENGTH Eb fj SWEET 3- ) I %/'S; ..;;!/ 5 ice;' 1 (SEE NCNEOL E ?7✓,. •" L.111' I l'..' E TO LASS. I ON SWEETS ,i y -( --1 n (SEE SCHEDULE ON s I SILL .B . : f ON SHEET SCNEDI]A)F 1 - A I st 95 & LOW e• a» . I. S•RET. 3� __ �', AT Nq4 v M... I -..,.,, - :';r �:, P "=al -_ :. ti k", IIl-N,061Y�PANEL LENGTH I n��'JJ IDN.'AHoq1 7d)EU6T wyNONSEE SCHEDULE -II - 1_OLA55-1 A,_ I. ... - _., ON SHEET ]) ` i L - JJJjj F `- -- - _ -T= - 1 -Cl) OF t L I 1 NAx ' I EO it I _.-- 1 _ ED /Cr -SPACER : �'J O r 'ff ! MAX L ,' CONCRETE AWW`G"S ' (SEE SCHEDULE ON �i, • e M 1/. o.G ® CONCRETE ANCHORS (SEE SCHEDULE ON F t! --i­. ! _r I ar WALL OR SLAB SHEETS 9 THROUGH 10) ! . CONDITION) % SHEETS 9 THROUGH 10) _ � /� N 912 I/6• LONG MAX. AUWNUM V SPACERS e 6 1/4' D.C. WILD FOR fi! __-OR prnw. POISED CONCRETE 0115'f111G POURED CONCRETE ':. ALL DEMON LOADS NO PANEL 11 ��" CONCRETE BLOCK REQUIRED. PDUEOII�RETE BLOCK LENGTHS PER SLEET ]. 1• MAX, LONG XMMB6N SPACERS e ._.� 12 1/r OC. (SEE TABLE /1 ON S oils 9 r 10.) SCALE 3/8-1• SCALE 3/8-1' E.D.. EDGE OWA14CE NOTE FOR COMBINATION OF SF,QJQIiS: (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 At 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS FOR SERIES 2000 & 1000 INTO EXISTING WOOD STRUCTURES E-Z HANG STORM PANEL (1) __ 1/.•. LAG SCREWS ! a• D.c. w/ 2• No r"W.4 E0 *o e'asTnG IWXXb "riDE'sr - E 2•~• wOao NEOL4RE0 1 4'. LAG SCREWS ! w ! e Dc ! 1/2' - THREADED PDIETIMTXIN ro EXB»O WOOF HEADER I '1i MT OR ON EDGE 1 ,/r - TMI[APfD PrIa TIAI,YI I-,- IG I' [onU. S.Y.S. a f II TO O.I. IOLS! Iff.AOER - i 4 CAM. #~' 5Mi.6 • u. XRL` Ora) -, I 4 ! 1 4'e-70 3[.' Y.S. -� p Cent w'! 7/6 S/]T WING 9 • fA END O © S a.0 4++ P: -i pp �. X i�•I - - 1" •I ) t •-2d3 TRUSS / ! 41 JL 5LXET15 ! S` . O.C. / , 2• Wn TIWEADEp T,G1R EXISTING y Sus, W A. x DL END N Q rtl .�3.M(SQ OCTW :/N k ' '..: NERD N.S. w/ TJRbA3/32' wING WN rliWRfN M WOOD ,I1�R. T_Wore .'A snow) .. _ .• -- I M LSEWY NTH) -. 1 4CaH.�,4P1• I: ' OETA. 1/2+ A5 D ! S.Y.S W EA ETA or Q `'4A.Rr.) IIEOVOIN�R 1 AFOIIeEd I 1 d 7 CNrM I (3[E 3i 1/24 • L. NOR. a BELOW) 6I •- _.___----w000 HEALER REQUIT - T 9/,0' Yon ' •/4•.-IO.I/.• SEPARATION MS If N9•C~M]AJW/, 5 �' 2 9/16' Wn, I lEWRATgN 1/4-.- 4• Po GLASS_J LWIINGS NUl �i.3/37" I� I w/ To IRAISS 7!a•..)/N• I "M 0 !� q X 6`Ia1/12' E Mh I i�O.0 & ' 1` - 2 ,/a• w I �+ Al I j .� 1/4Y• - I Y $. r/ e eEta• I1n 7/eYrb] MMiR T//tl8 SEPARATION W.G •.WGMITI to GUSS i 1/4' 20.3/4• Ci IL v.7W E.'x •Kl / //i �11' p I I TO GLASS 011TY OVU4AP E%"' OIRWLAF X; i ..! N Q �^�i, Ig A __ I r - i SE 5gT X' g t bi` � N 5 r I Y 's f a 1 J- 3 Ij g J I ! I UX e I Ig 11 ! . J Conf � -I o EA ' - # i M � C I P-iWa/•' M5. ¢np H W/ 7ro•...Tnr C" I ", p g - i 1 . '1 - `• �'; I 1"._ .... _. -) � �. , - !I I wtlMG e 12' OX i I 11 11 3f - i i.e I I Q- 1 4' .AMCLYAR �- ( - -J-11.-. _ I _. i 8 - 2 1/`.A 2 4 YS,w. EEMAIC 0 nwawTE TE F w/ 8 -r� I -1'1A�/� 11 } _ I A- i NOTE ,A BODFj I PEhi111' MI 1 ,�� G.0 P '._ -- - /rIRMN�3//4 Y.S. �4, ,j V47 uD aCR[wf a 61 W w/ 1.1//7' Mlr tNNGDED •iNE1Mt%N f .._LIST 12jj Y.4' •MATE , i l �4..5. w,•' 1 _ WJ170R T 4" ,4• .� 1.2 T TE WD'wDi,l M PU» AT SERIES 7W0 G1t p'opp REWIRED Ful OR IN EDGE '� �/ l.- 4' N07E to BX,DM -, ATE PLUS W/ `I t.-O /A 1 P[N[1RAT4N +2 - �MIY NODE 'A B 1,W) �r 1 I, 8 1 4v-TOa7�4• M.S, w! 7!B••N]!3a• • • 7s IDo i000 NM (2 x'v4• WOOD PUTS 01MUR[T, INSTALLATION �� C-, NUT 1Y OC ' ... . t/,,7' AG CREM De•'OOC2, )� � ve. IRO SCREWS 1 6" U.C. w/ , M.t nPtApEO PENLTIATip! -2 AOr. E '�" pp{2k!h M7 OR ON f.'bOF ALTERNATIVE 2 W SCALE f 4'.,• / TecoLAam • ,/MAfN OF RIA7F RAT OR W EDIT •..�O '1V Put[ FLAT ALTERNATIVE 1 SCALE 1/4-.1 FLOOR TO CEILING MOUNTING _ IEMING mom ,, MSTALLATDNS ARE MY VALID FOR IKADWA MN AS D. DESIGN tDAOS UP 1C +e6.0, -TS.) a, AND PMIUS LENGTH W TO $'-10' ._ T-ued- .1_F=w- �1II�'T��j�TL�I4 Nlillu "--"AL-"----1 Ea A. t,l,�/, RRNN•AITIIW 3 4W ALTERNATIVE 4"W SCALE 1/4-.1- 2, FOR NEW WOOD ,RAMS CCMSTRLCTON wODO HEWERS TO BE 5'ouDIERN PIE ft. 2. W/ SPECIFIC DENSITY OF D.55 OR EQUAL .1 N .. J ✓ '�jCENS ' ow-, 9 �> 3: f•' � , FLORIDA BUILDING CODE HI h Veloct HumGom Zone)SITEvill - N0. 4 ? mwD TtEVJ, nc20 SFf SPEC1RpyTIR¢ AND RFOIIOEARO/IS NOR 11�[ M 4TOP YIN ® AT TOP AS A5 PAy[E COHECTpN r0 = * ; * S,•,HELL CAGE GALVANIZED STEEL 5?OIII PANEL,11 EU FMCRtS ® OR(3f AT BOTF6y. BASW OH OR ,,, YRSS D6TKUT10W HYPE DW ALET 2777 Saoo � .0'. . 9 . STAR DI (,. 1)1' I L E C O IRO GLOBAL PROTECTION PRODUCTS, LLC, ,T/N/7Na a,< WaYF FTR ,.,,. eF .rr.AW,. ALTflWAt')VE ' iCP r BOTTOM YOIA/T7N0S CAW a ,W4BMA0 N ANY TOP N6L,OER; woDD FFAI�•1'`•'�ld t� § l-sN'•••••. G k hN srON - r ANT .. Sw, IL s 3W uR) n .bao SW. !, sTNO OWW. R "31. giOM; tNnYN-ru& I- "IWP-vol 20-176 WAr TO SUn AAH .STALATION- NOE s<r. 1, . 1• 51 U"ER Tw-- NOT ---- roR C 1 L - 1 NN'NN IT Y'YMw Pr SVh7W.MT,I,f/MR Dec m"ICA-000RM DO) .«-,.+ .-LRr A IA a 11„ IL 4.. h- w 0lAM.NG M. - MAW. 01M fl Pv• .Iu. 1. `3 I/ ft MAXIMUM PANEL LENGTH "L+" OR 'L-" (ft.) 0 MAXIMUM AS.D. DESIGN PRESSURE RATING (P...t.) (+ w -) CONCRETE At WOW R6IALLATIOHS t L+ L - 20.0 W-0' tv-0, 210 W-01 W-8• JOA Ir•-B• W-9• ,Mo 10'-10' r0'-0' 40.0 IO'-1' 9•-4' 4s o 9 -e' a 9' Sao 9-r s r _sm0 s-r I 3' e_D• - - 7� IT a-0 _ ODD Y 7- 4.._ -r-4 •SD --__ me _ r-D 75.0 r-S" 1 e•-10• Mo r-1• r-r no r-oll B•-s SOLO B.-O. W-r _ O&O _ A'-9' e'-0" 100.0 11•-3' 8'-1 N• ,05.0 a.-J• 5-9• IRao - 3'-7. Irmo - J•-e' n9.e i s-B SINGLE PANELS Q-1 eESTYe1EC AT EACH END WITH TRACKS Q, _ CINi _ a & DB DIRECT IIOUNI= AT EACH ENDS D.MH 2U, �. MAXIMUM PANEL LENGTH "L+' OR "L-" (ft.) 0 MAXIMUM ASD PRESSURE RE RATING (P.J.) (+ . -) CONCRETE A WOAD INSTALLATIONS 1 U no W-4• t3'-0• no W-101 II'-71 J0.0 II'-C' to,-7" J15.0 W-101 9'-9• 400 9'-O• $1-21 450 9=1 8'-r 5o.9 01-7 9'-21 ss a e -r - Y-r Oao -9'-o• - 11-1. ]'-•' _ Y-1' ___OS(? Tao 1'-5• C-Ill, ?IQ -- 7;--jr v-r Sao r-0• 0'-3" no 7-01 e1-31 90.0 9'-91 9'-f• ASA r-7` S'-to, TWO O'-J' S'-7' ramp e'-3' 1 S'-.• rima - r-I• t r5.0 - •'-10' fle.6 N'-r MINIMUM SEPARATION TO GLASS SCHEDULE MWIMM PANEL LENGTH WIND SPEED 4 170 m.P.h WIND SPEED > 170 ..PA (in) Iwitest A ETO I RESTRAINED umerswimuo 1RESTRAAED 30 OR LESS 1' /' r I 6 1/4• >33 TO 90 I. I. 7 1/2' 7 1/2- >145 TO I. I1• - 7 i/T• MINIMUM PANEL LENGTH [Inl FOR A GIVEN MOUNTING CONDITION 1.6'X1.5' BUILD-out •(DP DIRECTT' 'U' STUEI Y r/TTRRACK BOTTOM MOUNT HEADER HEADER ANGLE TRACK W . MX - DOW MOUNT 46• 32• 32• 35' 6r 1. SO• 4 1.5')1.5' STUD ANGLE 35' 3T' 32' W. 42• 38. 3e B "r TRACK 55' 3Y 1. 42' 67 NW Go' -- I e ANGLE I 50' 32' 3r 3r 60' Sr 56' ( S- 31• i '.1 35' 60' I 56' Se' z/4 ,. MAX ANCLHon (SEE $DEDUCE ON ,. MIN -- - - - SNITS 0. 10 &11) __.-.__._'- 0 rT-'1--I-ri r-T--R---r-1-7-r-F-T-. . �1W/6, 2111/6. 3W/7 & 4W/7 -3, AWI - -_ _ _ _ _... _ _ _ 1 AN. 0 6 '7-'T-T--I--t- 7-r-- T , ., /J.1i -, , 17.i `, I I, s I - 1i -� �,;1:11 1-t]. I -1 _- - [ -IVI � i I • l I - i 9 l _I_ I-� } - 1 s 1 ( I I 1 I -I-i -) -� - ---' - +UNBOLTED aAEt, I {.-:-'I I I I --.j - BOILTm PANELS W/1/4e-20X7 i (SEE SECTIONS AS ' I 'I I I Ss. M.S. DOLT w/ a EA -- APPLICABLE SECTIONS AS APIPL,CABLE) II' I IPPLUABIF)I i I i i i 1 i I. i i. ! - 1.- !. ► 3 I 1 1 i D.M..30.®. _!i I , � _ _t :e _--io1-- c J - - -�-1 _ _ 9OF64 ] MAX -4 - _-_-.__ 3- MAX I- MN i 2/4 1/4, 3/4. 4/5, 5/S & B/S I' MIN. 1W/6. 2W/6, 3W/7 a 4W/7 _.___..__-ANCHORS (SEE SCHEDULE ON SHEETS 9. 10 &I I) _..-.. - _ - J REGULAR STORM PANEL 0 ELEVATION I/ Min GAP2657' N.T.S. 9 (MIN I]A'AAP -1 waLE V'ILLm -F MA`. c ' O I SECTION A -A ' -� N.T.S. MORES (1) L+: MAOM1A ALLOWABLE PANEL LENGTH FOR A GIAN POSITIVE ALSO. DESIGN LOAD. L-: WX ALLOWLME PAFl LOOM FOR A OVEN NEGATIVE AS.D. DES" LOAD. (2) PROCEDURE TO OETmwc MAXIMUM PANEL L6MW! ONEN A POSITIVE ASA. DEMON LOAD, DETOWK MAXftW PANEL LENGTH 'L+' FROM SCHEDULE GWEN A NMAYM ASA. DEMON LOAD, OE'tE7EeE MO" PAIN LENGTH 'L • FROM SCHEOME F94AL MAXIMUM ALI WMZ PANEL LENGTH a MAIL TO THE IRWIN DETERMINED PANEL LENGTH BErom Y.' AND Y-•. (3) SEE SMIfDME BELOW FOR MIN. PAN. LENGTH FOR POROSITY OLwIE M. INSTALLATIONS INTO WOOD ARE UWM TO t 95 0.•.I. MAX AAD. CUM PRESSURE RAl9NG MEMEW10 A tt FOR MAX. AS.D. DESIGN LOWS & MOAN. PANEL LENGTHS FOR . +EEO - CN SPACER CRe LIED * 44187 am RT m INO 24 GAGE GALVANIZED STEEL STORM PANEL 'DOWN M �, iATEpF *- __-..___ IL ECOING. GLOBAL PROTECTION PRODUCTS, -IL-. k. ... ,ORID� � W. MIN.,_ .w. WII,Z. balL FL 313NW!La 11 �' 20-175 %YeL'cNG +R / - Ow -mom^ .n-wm �- PHOIC, (W)M-75W I- tN.IeN INn - DRMWw -W INSTALLATION DETAILS FOS REGULAR PANEL (1 INTO WOOD STRUCTURES ___.. __. .. __ ..._. ._T' _...._-MIA___, __ _/'_ ___F L ( SEPARATION -�� _.-. WOAD ANCHORS , '` -- i 1 L! 11 .. - -- (SEE SCHEDULE. _ I ,/4.6-2P.1- -.. . (SEE SCHEDULE ON t, 1/C.-At• 11 .1 ' SHEET I1) _ - _ O SS % NW Na» 1 ON SHEET 3) 1 -'y> ��:W� , . • O 1/.• OC L ,L j I I7 ,! ' I -'. .- -_ __. ...._N Y' Mm, _ _ _____ ..... -I PANEL WOW HEADER -- .' ROW ANDIIDRS GLASS 1. .- 1 1 E REQUITED � SCHEDULE 1/CPl'. ,. ... _. 'DN 9 f�fpN _- --;�'---I I/4• (SEE 15CHEME ON -- - -.I: . LFk.QI i ) ; A MAX , 1, ., It/2 SPACER OF •L• _. is J ` 1'QI 1 - LENGTH MA%. __ � I 1 ' . 2• L 1 ( _ _ ... I RWOW EOLIREDFADER .:. . , 2. A _ i EON t - Wn. i _ NNn. - 4 , i �. _. - - _ _-- I ',: °it I 1 ED I ) �_ ; ----1- - 1 i -5�j�]�j t MAR. LONG ALUMINUM SPACERS 0 12 1/2• j ,rr;J O.C. (SEE TABLE /t ON SHEET 11.) [, i SEE NOTE - BELOW FOR LMTATIONS FOR I Mn. L _- 1 0 ; I _ SEPARATION 'L* I :, 1 1/Y` LONG SLEEVES. y� 1 TOS' 1 PANEL LENGTH 1.. PANEL LENGTH ( i (SEE SC14EWIF 1 (SEE SCHEDULE I I (SET: SCHEDULE f ON $ 1 -PANEL LATE GIALE q OR PANEL MARE SHEET S ON SNEEf ] =._ - ON S1EEt 3 1 E 1 __. _ _._ _ I �- Wr 1 PLUS 5¢ SCWEDµE pI SKEW .e4(� ^ _.: EXISTING LNNN -----I EIRSTING0 + - - - - I CRASS _ 1 PLATE REARED GLASS -+1 - - �( 1 i ON SHEET DIRECT MOUNT W/ SPACER i f - --I * I ALTERNATIVE 2W' 1 1 - `✓ I-j t -- 15%� SCALE 3/8.1, `.l I 1 SOC 1 I--J -i a 12 1/2. O.C. SEE / OR . PANEL LENGTHS & 1 1 I OF 'L EO - i WpX. A3�D 0[.S10N LtHIDSFiOR T111$ INSTALLATION. r-R � _ _-.4 YAM. i i LI ED 1 - . ,.+. I e i2 i/2- O.0 ED +E-1. __ t WOCO ANCHORS 1 * * Im, 1 -•_ EO .• __.`_ 1 _ -- - --- -'_'---' I STAGGERED R/ STUD 1 - (SEE SCHEDULE ON I lNIC[11 N WW i 1 ,/f 101G !: if --I SHUT 11) V) MEYAIAON w Alm W A OM[ SVM WLD M M " 151-V 2'W4' WOOD � 1hl1�: LMX TEAR a" NOWT OIN E A AO mim n0Y Ally - 1.Kt=w "AIR OIMWWBY ODOM W *w 11). PLATE REOWRES • ROOD SIGNORS i 1' IRE 34TARAlIW TO HL/MI IINGI[O - 2•r{' WOOD ._ 5TA000RED W/ 5tN0 ON OHM ] MN ME r®tM TO 1/4• AS ` •.. ..&(ATE REQUIRED W A-IXae OO6C RNLI OPMOAET N Owa lM7E n74ME O /W (SEE SCHEDULE 4N um AI THE FOI30NO ONNd1ow AIIE ....._ ._ .. , .A1N4 w» NUUq MNWL t SACNO IMAMIII A e 1/r 0.C. SHEET / 1) a1U•Lm MIRE (INNL•ET 4 AM41eCTXIN FROM TY rn' oJ:. 1.ArANa NRAIm ON ]]]J (1) WXNW ASO OMM NMOMIM[ _ RAIN B -ft -0 µt. ! (3) VAX. 24 ONE I*& LUOM w LMIm TO N• A ALIT' i 1 _. .. .- ._ - (2) IIApRM 97N PNp l[I191M w I 8!l�dAl 11 1 . IA.= eAlEl LDOM Auam OM I WALL MOU NN!nNG I (a) MOM/ IW.R R6IA3Np10M i ONLr (43 1 I/r LDIO WAtEt CN•ONMr IAA SAW. N M OibCOM W 1 ,NC) AN OWN MOOD MINE WAIL SCALE 3/8-1` i IHYYIlAAbH or I t/2• LONG wpm N n DAILY 'anSHME ALTERNATIVE 1 W LINO Fdl W PO 7'OIO 1. Y Ai0 3 R BOTTOM or AV" 1 SCALE 3/8-1" I (4) VdMWAWW ,MIND ONLY FDA MID I [IIII"a amove AID M 9NO (ft ITAMR) of M RAReA i M CODE nm 1.2ra PER AMR [ ,s16 aY �� A. ,/�l L I I ........1. 111M. •vCEM . FLORIDA BUILDING CODE Non High *vlocity, Hu cone Zone NOTE FOR COMBINATION OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. 2 No. 44167 ' CAM TA1eG`'c' 24 GAGE GALVANIZED STEEL SiM PANEL FP' DESIGN PRESSURE RATING (p...0 AND PANEL LENGTHS : r� * - * DAWN Ft. * TOP &BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR ? 4: STATE 0 - GLOBAL PROTECTION PRODUCTS L,LC. ""T/Nm CNSTALIATION. ANY WAY TO SUIT ANY ALTERNATE 2W) %9'• A. _ IL ECOINC. A N»: '� 1ORIfl M00 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD v•� ,,.=-..- W, =-.T. . . FL 33T1, N++. DIN w�,YOIN�� .- Al-tw1 PNaM: (N4i4M-.. (N4NN-P, MEMBERS TIDBE SOUTHERN PINE No 2. W/ SPECIFIC SJ `•••.....�1 PIN . FL apM 20-175 DENSITY OF O W OR EOIJAL. Has tLAE/NTE a-DOM I, a .s- -. r ,-1 o wART - ML701 A TILT 111 NILl1 6 OF M GENERAL NOTES NMn P05 ■4W ,sr WYW7Y a E- �D�1 ..MYHr1• TO TO [ErST1Nft rYO00 GYM rncrlF��s...:....5.. Dos YIN.). I 570R1 PANEL SHOWN ON THS PRODUCT EYALW110N DOCUMENT (PED.) 44 BEEN VERIFIED FOR COMPLANCE M ACCORDANCE - 1/4'O TAPCON ANCHORS, AS MANUFACTURED BY I.I,W MADEX, INC WITH THE 2020 (7th EDITION) Or THE FLOR[LI BUILDING CODE THIS STORY PANEL SHALL N07 BE INSTALLED AT reGIN - /14-IO PANELwTE Fp1ALE q NAD PNIELM7f PLUS SIGNORS, As MANUFACNRED BY ELCO AONSIRUCTON PRODUCTS. VELOCITY HURRICANE 20NE5 (MMW-DARE / MMARD COUNTIES) - 1/4.O lAG SCREWS PER N.D.S. O131CN WIND LOADS 91WL BE DETERFRIFD AS PER SECTOR 160! OF THE ABIM MENTIONED CODE. FOR A BASIC WINO - 7/18'.. 5/6' WOOD BUSKING. AS DISTRIBUTED By ALL PRIM SCREW. BOLT r SPECIALTY CO. P FOR A FACTOR SPEED AS REWIRED BY THE JURISDICTION mEpE 3TOIEA PANEL WILL BE INSTALLED, AND 0 DeffC00NALIT1' -1 T 1 1 _ F- PANE KD.O eS L15MNG 7 6 AND SHALL NO EXCEED THE MAXIMUM ASD. OL4GH PRESSURE HATING$ MICRCATE21 ON SHEETS C T MII'NftUY INTO W000 Di AFC ANCHORS SHALL BE YT AM 1 OR ELCQ UMTE PLUS ASCU ) ) THREADED ED PENETRATION ON ( AL 3, 9 124,17 , 1B AND PANF]NAL[ FEMALE IO IN DTOER TO RY THE ABDYE WNpTIOI, ULTu411E DESIGN YfNO 1OA05 DETERMNED PER AYE T-/6 SNYLL BE FIRST ORDER REDUCED TO ALSO DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX (A,SD.) C2) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOW FRAME UNIT SHALL BE 1 1/2' NO THREADED DESIGN PRESSURE RATINGS INDIGMED ON SHEETS J, 9 THRU 12 & t7, 15 PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF ME REQUIRED THREADED PENETRATIOU. IN ORDER TO VERIFY THAT ANCHORS ON THIS PED. AS RESEED WERE NOT OVER STRESSED, A J31 INCREASE IN ALLOWA81E STRESS FOR WIND LOADS WAS ISE USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS 13EEN DETERMINED IN C.7) MMWM EDGE DISTANCE OF RAG $CREWS. INTO WOOD SHALL BE AS INDICATED IN THIS ORAWI1G ACCORDANCE WITH N.D.S. 2018. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE "AS BEEN VERtFIED IN ACCORDANCE WITH SECTION 1608.1.2 OF C.4) MRrMUM PENETRATION OF WOW BUSHING SHALL BE 5/90 1/4• 0-20 SCREWS USED SHALL BE 1 1/1' LONG MINIMUM THE ABOVE MENTIONED CODE AS PER ANORCAN TEST LAB OF SOUTH FLORIDA REPORTS /O8t4.01-Ot AND j'0219.02-09. AS SHOULD STUCCO EXIST, AO " MRMMUM FDA WALLS WITH NO STUCCO. REPORT / I - ii 3 1-t PER PAR SSID 2 AND AArEXTS TESTING SOUTH 0 D AS r ASTP C 3COLS. TA AND As PER D I DANCE i C.5) W CASE THAT PRECAST STELE. 0W PRECAST COACH Tf PANELS, STUCCO OR HIND BOARDS FOUND ON 1WIE EXISTING ;AS-2OT AND TAS-2tU PROTOCOLS. ATq AS PER GALCUUTIOWS PERFORMED W ACCORDANCE W/ SECTION 1B04 OF THE WALL- ANCHORS SHALL BE LONG ENOUGH TO RFi1CF1 THE MOAN STRUCTURE BEHIND SUCH PANELS. FLOF40A BUILDING COOF ANCHORAGE 914W1 BE AS MENTIONS IN C 1). C 2) It CA) 2 ALL ALUMINUM EXTRUSIONS 10 OF 6LW3-T6 ALLOY AM TEMPER (UNLESS OTHERWISE NOTED), SEE SHEET 2 (D) ANCHORS SHALL BE INSTALLED FOLLONNO ALL OF THE RECOMYENUATINS ANO SPECIMATONS OF THE ANCHOR'S MANUFACTURER 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-11114 ALLOY. B PANELS MAY ALSO BE NIVA1.EO HORIZONTALLY FOLLOWING INSTA[UBON DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4, ALL STEEL SHEET METAL PANELS SHALL NAPE STRUCTURAL. QUALITY STEEL ASiM A-653 GRADE 80 MANT4IUM, G-80 GALVANIZED THROUGH 51 EXCEPT THAT HEADERS &% SHALL NOT BE USED. STEEL DESIGNATION W/FY- 922 .r (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ISTANT SISTANT COATED FAmm STEEL As PER ON ATTACHED TO INSURE PROPER ANCHORAGE_ INNS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOW FRAME 5 ALL SCREI15 TO BF STAINLESS STEEL 304 OR }t6 AHST SERIES DR condON RESBUILDINGS. 5001E W/ 50 L' YIELD STRENGTH AND 90 ko TENSILE STRENGTH AND SMALL COMPLY W/ FLORIN BUILDING CODE SECTION 24„ 3.3.4 10 EACH REGULAR STORM PANEL OATH LENGTHS OVER 90'. AS PER SECTIONS 1• Y, 4. S. 6 AND ALTERMATNES IN, 3W r .W ON SECURE 4, S. 6 r 7 SHALL HAVE A U AND SMOOCH YAAIWNG ItSiRUCTINT' DIWNFA OR TEtNAMi TO VEDURING RRICAVISAW 6 BOLTS TO BE AStM A-307 GALVANIZED STEEL. OR AM 3C4 SERIES S7ANLEs$ STEEL WITH 36 kX MINIMUM YIELD STRENGTH SHEETS PANELS WITH APDLECTNT APPLCPESPE8U REINFORCEMENT RING PERIODS BE HURRICANE WARRING 7 ANCHORS TO VIAL SHALL BE AS FOLLOWS 11- THE INSTALLATION CONTRACTOR ITS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN W CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WOAD/RAIN INTRUSION. W 1L Dl �N6'c_POUBED CONCRETE - 1/1. TAPCOAI SIGNORS AS MAIUFAOTURIp BY I.T.W. 9URDEX, INC (MIn. 1'c-3192 PJI.,) 11 STORK PANEL INSTALLATION S+Ni1 COMPLY WITH SPECS INOICMTED W THUS DRAWING PLUS ANY BUILDING NO ZONING RfOAJA7fON5 - 1/4' • . 7/6' CALK-W ANCHORS, AS MANUFACTURED BY OEWALT INC PROVIDEDBY THE R15OCTNON WHERE PERMIT IS APPLIED To S ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION (Min eFe }EA' soLq-SFr ANCHORS, AS DISTRIBUTED BY KI. POINT SCREW, ItOLT !SPECIALTY CO i3 (a) THIS PRODUCT EVALUATION DOCUMENT (Pt.D.) PREPARBY THIS GI 3EL Pa.,) . Ito-10 PEI/MTE FO1AE IIIA DANE{MM.TE PLUS AWCHpps. AS YA2IUFACNRED BY ELFA CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT. t•WHERE THE SITE CONDITIONS DEVIATE FROM THE PED W - 1/4'e ZAMAC N41LIN ANCHORS, AS MANUFACTURED BY OEWALT, NC. (Y) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Or THIS PRODUCT BASED ON T149 P.E.D. PROVIDED HE/SHE ODES NOT DEVIATE FROM THE CONDITIONS DETAILED ON tHIS DOCUMENT OF ANCHORS INTO POURED CONCRETE SHALL BE 1 ]/4'; 2" FOR O.00 PFNELM4rE AND CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY A 1) MINIMUM3/4"OR 1 3/4' FOR IAWK NARK ANCHORS. ZAMAC ANCHORS W THIS PROOUCT EVALUATION DOCUMENT WILL BE CONWERED INALID E MODIFIED A2) CALK-N A SOLO -SET ANCHORS SHALL BE EMBEDDED 1/80 INTO THE Pow" CONCRETE- ND EMBEOMENI INTO STUCCO SHILL BE PERMITTED. 1/4' A-20 SCREWS USED SHALL BE 11/1' LONG MINIMUM SHOULD STl EXIST• (S) SITE SPECIFIC PROUECTS SHALL. BE PREPARED BY A FL1NR04 REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND I• MINIMUM FOR WALLS WITH NO S111CCO. AND MAY BE HEWED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (EON) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING Nuts PROPEL USE OF THE P.EA ENCOEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D ENGINEER, SHALL SJ&AT TO THIS UTTER THE SITE SPECIFIC ORA"WGS FOR REVIEM. AS) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL ON FLOOR. ANCHORS SWAI.I. of LONG 04OUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (t) THIS P.E.O. SHOAL BEAR THE DATE AND ORIGINAL SEAL AND S)GNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN A. 1) AND IN A2). ENGINEER OF RECORD THAT PREPARED T (8) TONG COCRE7E 8LI)CX WALL ASiM C-90. 14. SHUTTER MANUFACIVW'S LABEL SHAD. BE LOCATED ON A READILY VIVIBLC LOCATION AT STORM - 1/4• a TAPCON ANCHORS AS MANUFACTURED BY I T W BUICIll INC. PAWL SHUTTER IN ACCORDANCE WIN SECTION 17099.2 OF FLORIDA BUILDING CODE. ONE LABEL SMALL BE PLACED FOR EVERT OPENING LABELING TO COMPLY WITH SECTION 170903 Or THE - 1/r e a 7/11* CAUL-N ANCHORS, AS MANUFACTURED BY DEWAL7, INC FLORIDA BUILDING CODE - 1/4•0 X 3/4' SOUP -SET ANCHORS. AS DISTRIBUTED BY ALL POINT $CREW. BOLT & SPECIALTY CO - 414-10 PAWLMATE FEMALE 4) AND PAWLUATE P-IA ANCHORS. AS MANUFACTUED BY ELW CONSTRUCTION P WIF1 - t/r A ZAMAC NN UN ANCHORS. AS MANUFACTURED Of DEWALT, LC CEP A.•T/( B 1) WMMLM EMBEDMENT OF TAPCON ANCHORS. ELCO PANELMATES AND ZAMAC RALIN ANCHOR. INTO THE �f ':'�9 FLORIDA BUILDING CODE NMI Nth VelocityHu cone Zone) BLOCK UNIT SHALL BE 1 1/4' . U�jCENS • M1TLm. 24 GALE GALVANIZED STEEL STORM PANEL - N, e.2) CALK -IN & SOLO -SET ANCHORS SHALL BE EMBEDDED 7Jr INTO THE CONCRETE BLOCK UNIT. NO V,44 7 : STUCCO SHALL BE PERMRTEO. 1/4' e-20 SCREWS USED SHALL BE t 1/2- LONG MINIMUM SHOULD _ .40 EXIST. * X AND 1' WNWUM FOR WALLS W'T+ NO STUCCO 0'7E �-�-�_ 4 STATE I L E C O Inc' � GLOBAL PROTECTION /RQOUCTS• LLC. " [AM 8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE `OR) / _ ��•J �+2 La�T raT51tNG WALL. ANCHORS S1WL BE LONG EN0LION TO REACH ME MAIN STRUCTURE BEHIND SUCH P \ ! T• N., -, w XW'rI�••PPw aw 20-175 •,.- PGR m-,r a 1-M wr_-- A,AMW. �.IN6-Taa r,P oM41AN-WRIT ANCHORAGE SHALL fA AS MENtWNED 1N B.1 's 6 1.A•.. W. AND IN B2) s/ORAL a u """ • a. + « 00061,E -t/IAN111111 VAv .L 9ALJSgIM11M5/60E IMI,TEA A Tilt .1 .1, - IT - ,- Am INSTALLATION f INTO POURED DETAILS FOR REGULAR PANEL CONCRETE OR CgO15NCRETE BLOCK _ OR 1) STRUCTURES y OEISTR4w BLO REWMED c"riNCRPETEWBLOCNCONEBE'E qqyyss REOUMM. Pam,'' CONCRETI ANGIHDRS CONCRETE ANCHORS (SEE SD4MU E ON .:/ SWEETS 9 THROUGH 101 . _. (SEE SCHEDULE ON '. SHEETS 9 THNOULRI t0I ��=" � 4) EXISTING POURED CONCRETE OR I ? .• J CONCRETE BLOCK 3 -� r- - , 1/T' ,/4. t ` ,/2• 1,/4. sI-J�.L�,' REDORED. '.. -Ib93JW +N,!SOLIS rR9W ___ .. . ._ ! I / ` N ,.. _... _._ _-__ g. ._ COHCWErE ANCHORS '�: ' ._._ _-_.__.I 1 i ! (SEE SIXNEDWE ON I LC - I ED r., .� , SHEETS 9 THROUGH To ;. 1 r i !... I I !/� N , ! !� I E I %/-,„llli/ j O l��i,Ci 1 I� I E 1 � I 1 I 1 1 ; `J 1. - _ __ l_ ..$Eiicm __ -L-_. !4Y-A1' T -� » W IL.. '1T.. 1/.'.-JW1'rAp i- a »HAsuf" 1 ED !�i 1 PARATq- TO GRASS - - I ps M I M. =41 R SEP -•1ST TO O.IL55. I LAW wI R.it I L&wlHl OIWI 7'J•7 , G„ I i,�f OIISTNG (SEE SCHEDULE Y' Mae. 1 � ^ (SEE SCHEDULE 9 / ::; 1 ' ' CLASS-'� ON SHEET 3) i PANEL LENGTH ON SLHE['t s) � I 1 : I I (SEE sCHFOAE S ' I Y• Mo, jMIr.TO GLASS. I Y- YAP. 1 CONCRETE ANCHORS l - (SEE SCHEDULE OH I 1 ON SHEET 3) ):. e 1 I L i PAWL LENGTH PANEL SCHEDULE (SEE SC OXIE (SEE S 21ED AE i (6FE SCHEDULE 1 ON SWEET 3) ON.Srt'T-_»_ ON SWEET 3) THROUGH 9 M ; _-_ �.._... ;- � �` SHEETS D 14 ! / '.f i - 1 i � 507i 0 %' /-� E%Pi' layy 1 { 7 U CiLASi' 6 \J 1 E705TU5 W 1 -1 1 ., I I 4•r70.NFM yam,,, i EDx :i O' 1• I CGS 1 LO > K7 _ 9a» #'' Y / ..' .; I 1 f MAX. l 1 ', % �- A' G W • N o / I 1 ED R 1 C 1 ( _ .'X' ,/r ED !,/ � I ED IM -' !/ I MIA/I.C. I ` --t ' J 1 i. 1 %I- TOR A.e,Nt HTM Mwt.0 TO, wa s COTICIETE ORI CONCAEfE BLOCK ( �l - 1 AWLKABLE) CONCIETi AXCNIDRS - . -. J ) /r-Isr u. M6 r/ Nvr I - ®-- -f0--•-(�' K • 17 1 ac. REQUITED. .. �! . t .. - 1 (SEE SC)EOU.E ON , , _. _ _. J - -_ SHEETS 9 TN101N)N 10) : I ALtETtNATE - ��� w/ ®aw.r WHEN sHwO ;C $iT & CIIIL-N ANCHORS . 11 LOG170N :­�-, -,' 4 EXISTING POURED CONCRETE ARE USE, a w/ QA WHEN OR CONCRETE & ALTERNATE CONCRETE - WSTING POURED CONCRETE COORE7E ANCHORS ARE TES AMC REQURED. ANCAOIS bR cBNCRETE ALOCx tEOURm. _' STAOOMM w/ 9ru6 (SE SCMBO.E ON o" SWEETS 9 THROUGH to) 511EET5 9 IHIOIOM 10) %R BuiLVE rUNTING BFJAE 3/5-1• IEfA Mrs SCALE 3/9.i' WALL MQuKyffk0L0-M= 11.11 3/8.1- .T S .r''.• GEN '.... FLORIDA BUILDING CODE Non High V41ocItHu one Zom ED. - EDGE DISTANCE SL FOR QjIF11NAT10N OF SECTIDNS: i . 44167 • * * * s - I STATE Di' - . - MIND Ttroo. ec. 24 GAGE GALVANIZED STEEL STORY PANEL I L E C O IN c GLOBAL PROTECTKH PRODUCTS, LLC. r.r. (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE 9 ' --- S. per;.• '`(OR101' ' r R Lm�"n SHEETS 9 & 10) COMBINED L ANY WAY TO SUIT ANY •• •'• G I a. a. a rww swa R a,M : Oft 4` - r , 0Nl en-w .O,c (NARe► WAY: (MINWN-e»7 20-175 INSTALLATION. N /Q d-000A» - I IMWwG ... Nn",I rA.T01 w TLT A.. At. 4 Plans Review A INSTALLATION DETAILS FOR REGULAR PANEL i INTO WOOD cem 1 •� for compliance t0 with the :-. Debra ALTERNATE LEG y Anne --LOCATION 4'.r (MI.,) DOSIM WOOD - - --- a BEAM REMISED. STRUCTURAL ADEQUACY OF EXISTING WOOD 11r- • NAM TO BE CERTIFIED M14-+-- l REGISTERED ENGINEER OR I / ,--1@ ARCHITECT PRIOR TO SHUTTER NWALLATION. _,SOW A„C ALTERNATE W000 -- 1• MIn. -- (SEE $ANCHOR£ ON (SEE SCHEONE ON 1 st1• I.11 rAwSCR NG10 � M91U TIK SOEr M _to -to-.. SHEET I1) SIM 11) ii - �__ _ - ".--ELT• SS - ./ MIR i • » 1 .; SS LRr . 1/2' - /2' 1/a' 1 - ( MAX. WOOD HEADER • -, ' " _ t/2' __ _ . ___._.__ __ -1 - T-_._. -.-- __. _...L REQUIRED ., t __ _ vats,• G1A95� 17l-- I WOOD MOTORS ? I r • a $A- Be. 1 I (SEE SCHEDULE ON •, I, ti 1 wMXr'w TO BEET I1 % _.L ; `J GIASS.(SET 1 I 4t r SCHEDULE s i / 1 I ON SLEET 3) 1 w. OOL» W 1 MEIN. SEPARATION TO I : L ... - - • L 11, A 4 PANEL (- (,%E SCMEDUF ON SHEEN J) 1 1/4tsA• Y• MAX. uT j U YM� 7-rl •L• MAX i _ _. _.. -. _.. -_ I p » r PANEL LENGTH - :�-... - t , - M MIL nA¢ (SEE SCHEDULE I . _-- - _. _ ---1 M - - L&gnH oWIY-0 ON SHEET 1) � I (SEE SCOO EXIST I 1 ( -41 - J - ON SHEET 3) 1 1 - -- - - - - I _ 1 i 'L. . I SOX I ! or 1 'L OF / I . _� MAX, I G, 1 - - i e t2 T/1' o.c. N ' NO FINISH/ I I - - ... I 11"r -2o.1' EO -..._ AtLDISEO �r SHALL pIn _._ __ A 1. I 1 V / 10 .I _.__ - • ------ -- .._._----- 11 -T I_- - 21t8` WOOD T'N' WOOD PLATE n _ - - . KCAL REQUIRED I ANCHORS _ REQUITED i -W� WOOD ANCHORS 1 (SEE SCHEDULE ON (SEE ON /4 I SLEET 11) SHEET I15CA1) _._ _. -___ - _.__._2• MI----'- _. _ __.._ _.. CERING AND FLOOR MOUNTING BUILD -OUT MOUIITIMQ ALTERNATTIl 3W IONNr ALTERNSCALEATIVE 4W �'✓� �a` VGEa NO. N` NOTE FOR COMBINATION OF SECTIONS:' I*: ; - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone T. INSTALLATION ARE ONLY VAUD FOR MAX. AS.D. ' *e Nlsam TTnxL eRF 24 GAGE GALVANIZED STEEL STORM PANEL TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (D><•f} ANo PANEL IiNGTHS •q STATE OF O.MI�N: COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 %e INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD EL4.�,4 ,, .ff0 _ -•"r --7 Wth7l� MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECKIC 'Fy I IL ECOIWe. GLOB �� 4 �• TM*� DENSITY OF 0.55 OR EOWLL. a ORAL E - IWt r AWN 4NXI0 S.W. e1 iR1gT NAFNNH11 004 .. -Y L ► z-W.41.W W R al. GOAL R S3'. 2D- T 7S A ,t- . Irw -, a - I a" -.1A- INHn1c (NA)NN r.w N, (MAIN--em WK+O W: -r 4. - - We Pt. MWJwOrMTME/GT 07W T"1 . Pi -t« IIETT r ar le MAY I sist. Inc. and appro 0 FBC 7th I PX2300 i--e N N L Cn _ (a N U 2 N O -0 CDO C CD- Cu -0 a - .CM U .. Cn 0 -0 0 0 -0 -0 C 0 -L N C CIO 0 0 LL- 0 > .Cn L- 2 2 L (n -0 To -I . 22 4 VJ /i Q W J 2023 i U) LLI Q Z Z Q J a. -4-i W - v C JI Cu 0 L- CDL CL 0 0 CL CD Cu SHEET NO. SH 1 B3 END CLQSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES_VA IUD FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL (TSYSTEMS 1 1 ___.L..___r ;• VAmkS t ( OR 2•N' Note FRAME r . T l .a$r 3,00 H-,a AR ? 5 IAa-t 4 Q aoLIA1E0 aOaJ-Te Atat' t2)Nt. ALM. t OC•. , 3/1 , POURED ODWOR TG 2 1t. O ARGUE WITH Y0. wn. SWA OR r.a•'AODD F�'-, POURED CONG,IEI(G t T 1/4'►, t '/4• TAPGON 2 •1.j_.. CpObE:E aLAc OI /'�. M04OR a E' 0 � _ 1eQIAED 25H• MOOb FMME -_ T Lu ' OR(�t M MA1w^"" -~ 1 2NXV E4 ( '' HALF/ARSE n y'. H'` 1 TO hLVtE ( .'. AMC" +i/ MM '��' APMI!>A AUERfm,E LEA LQCAtIDN e Y'O. ( 2'x2'._o�'m 2 C �vNRES - �a r obJ M,ANU Y Cat S MI: Q7< L 41]S yCw i ALUM, ANGI[N0R '-'I3 _ MIT ] 618- ,S4 SHEET POURED CWIUATE, aINCRETE Y[TK N.W. $ENE PUTS - - t_ SOD{ oR Ya' wrmD FRAME StoO-A. L Ri01pAE0 f063-T6 ELM ' 2 MK, �' - 2• - i i 4 CAM. MUM/. AM4E .y:,. w...... - - - --- M_ GM i/Y / BC_ _ 37 . 4• . OR S 0 1AC OC CPK a e1 pX}E8 MyOv W/YCMtAJt Cant. Al-Ah. ANB.f CASE A ( LAN) CAS B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/e.I' SCALE I/a'.,' SCALE 1/4'.i' SCREE I/C.i" SOLID-517 OR CALK-W PIXMITt .. itAp A 4EMNEE 0 AND _1 NCREnL .I& 0 . E1pp,IWCOR _ (M�T:S71 _ UACN SIC .� . vARRS ` _,._._..,f�. ,� ^..7 K7 00 cWQ p _-Sam 15CIEgta1E�ON� 9, '- PANEL bfnMO 214 ROOD FPAYF S' +m..`t tJ' FRAME Ri01ARE0 D t f INQUIRED OPENING IMOTN) .. - 2W WOOD KOM OR t lti � Nv '/) �I ��) \ tt'..f� F7,1T a HJG[�tlal m Y Ms. l �_ NAL (NE1fR SC1I E10 MIQL) At . H0. DISTANCE(rip) .OIL-�- •t,„i+„tNFNI CASE G (PLAN) J 1 K'WAI Y WOr ��s�•A••• !ai/T SCA E,/e-I• —or"o '• GfN �5 vMJO FM DIRECT MOUNT OMStALtAT1DW ONLYAt ,F SE'•'- 'I CERTIFIED PANEL IMALLAT04 AT WALLS W/ - NO, 44187 SURFACE LEVEL VARIATIONS WITHIN 3/4- FLORIDA BUILDING CODE Non n 1hIOclfHu no Zone CASE E (PLAN) STATE = Q x 6Qb0A 16 W- 24 GAGE GALVANIZED STEEL STORM PANEL r� CASE (PLAN) .r DRR1. 0: SCALE 1/4-.,- SCALE I/e-.I. 5,0 .#'• iDR)Dp:•' —0. x'•+ssr' ' iL. E C O 1Na. GLOBAL PROTECTION PRODUCTS A LLC. �M aHHHN rot _.. ae00 S.M. a, SIRED % am- ,w aRs1Mm'-tm1p1a."rAe1."o01oR1O0°+n taa'n' "Hore.tLa+)�'»w a�A:�caossA-sn7 20-175 OWN" NM u DODorW wr !w. —. - PE SOR$t1M17l,TJW[ WNllR A flan.' PL I. "M tlll@i b Oil MAXIMt A.S.D. RESIGN PRESSURE RATING (R . f AND CO@RESPONDING MAXIMUM ANCHOR SPACING SrHEI)LI E FOR REGULAR STORM PANEL L INSI&JR09US INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL 1QINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. A.S.D. DESIGN RTC E IP•A.IJ MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 Is 7 APPUCABIX r0 OF THEM PANEL '� MMIAH TAPCON LAG SCREW PANELWTE FEMALE 10 PANELRATE PLUS �D 13' ,3" 13' 13• 13- w (TOP) 1J' 13' 1r 13• 13" tw (81:711:01) 6 1/2` b 1/2• 6 1/2• 6 1/2` 0 1/2' 2W (70P) - - 6 Ile 12 1/2' 0 Ile 2w (Batt.•) 6'-0• opt _. s a` e 6 clop) LESS - - - --- _ 39, (BDT10M} t1 17• .._ .-13` ..__ i, ..._ 1J' _ (FOP) ++a -u L� - i3^J 1 - J ._ � 13' _ 73' IF (BOTTOM) 17` 13 13 13` B 1/2• 1W (TOP) 13'... 13" tr 13, 6' ;w (BOTTOM) 6 1/2- 6 1/2- 0 ,/2• 0 1/2-� 6 1/2• (TOR) - - - ! 1/4' 12 1/2' 6 I/C (BQR,>) •-0' >STO 4 ,/Y e 1 1/T' 6 1/2• - fF ) T4ro4• 1 ,/2" i 1/2• ~_ 7" 7- - 3w tBDTCOM) 70 1/2' 0 7/2" 12• 12` W (TOP) +3'J " tJ - _ 13' 1 e 2 W (Bottom) • SEE TABLE fI MR MAX. A.S.D. DESIGN LL)ADS & MAX PANEL. LENGTHS WHEN SPACER 0 IS UM, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET B f MAX, A.S.O. PRESSURE RATING (Pa•t•) MAXIMUM ANCHORS SPACING FOR E.D.. AS SHOWN ON 'SWEETS 6 t 7 APPLICABLE D4 ALTUD40M OF IT" MkVMW PAMM LENM -0 (H.) TAPCON RAG SCREW PANELAMTE FEMALE A PANELWTE PLUS wm 5HN0 /3• 13• 13` 13" 13• tw A 13• �,r IS` 0' Iw (BOriOM) a/ - 6 i Y 6 1/2' 6 1/2* 6 1/2- 20 (Ton - - 6 1/e I2 tf2' 6 Ile (Borg) 51-W _ _ Y 7 1/2' _ a' 8` - OR 1E55 _.._.�..._ 7 1 2- __ a• .._-_ a• __._.-�r r _ .__. _ 3W l6DnLM) is" t3• _.. _ 13•... �. Is ..._ _ Ir 1F (TOP)_ +45-45 TO +75. -75 -- 1 ` 4W i7M 13" ,r 13,,Y io• w (Tp" 13, 13• 7r is, _ Y6 1/4' IOU (eanGMl 6 1/2' 6 1/2'- 6 1/2- A 1/2• 6 1/2' 2W Mn 6 Ale 12 1/2, 5 1/4' 2w wn;.) 10 4 1/2' r 7 1/2' 7 1/2' - (rop) r 5 1/2• 0• a• - 3o (mORGM) IT� tT t3• 5 1/2' a (TOP) t ' 3 ;3• ,r iS' 70' tBOTTQM • SEE TAKE #1 MR LAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 7eBLEl1 e A.SA. OESKIPI LOAD MAXIMUM PANEL LIDOTH 40 PST OR LESS B'-6' > 40 PSF TO 50 PSF W-2- > 50 PSF M 60 PSF W-10" A MAX, PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE MALE 10 OR PANEL MATE PLUS ANCHORS & W/ (& SP+(I(dBBHW7NH} , 1/2' O.C, INSTALLATION DETAILS FOR L FE SAFETY PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4.0 TAPCON b[li mIC iNA1RED 1/4.0 TAPCON ._ ._�POUREQ ANCHOR Y P0. CONC EWEIE BLOCK ANCHOR • 9' O. .0, CONCRETE BLOCK REQUIRED. -_�02 Ile Ile 11/4' V MAX EO• l:ti.. t E.D.+ �`�l% � X 6 Extstl(i�J. a1155 �.. 1 '1• Mex. PANEL LENGTH (SEE ELEVATOR ON SHEET t2) -0) L/2 EO• 1 OR .._tt �Oc CNCREETE BLOCKREQUIRED,/'.$ •. vf 1 1 /!i•0 PANEL3A7E �IM(S_ ANCHOR a ,2 7/2 O.C." SEE "M t6 & to me ANCMM TYPE a wAC0+6 FOR INSVI U 1016 INTO MOOD ARMIE °U6A$M. MMMAI ANCHOR SPACO" AO MORN mm MOANCE An INDICATED ON TINS SCMIDOLL FOR E.D. LOS THAN NORAIEO OR SO"" Ammox ANCHOR SPACING Or WULT1KM11O SPACOW s iowN aN SCNEOUL By THE FOtLOWAW FACMW IN THIS OPERATION TO 9E P0951A3, REDUCED SPACM OBPWED UIW4 FACTOR SMAL NOT BE LESS THAN 04IA1M MOM 040JICD MR LAW ANCHOR RIPE ON I" S,]+MULL 1/4'. ANe19 "a '_Ile. tAroan - no wmk a" ee= Da 3 3 •RWwm . — 04 a 3 3 31/2 bot.opla IMr{RWSWDHI SWA mw mom OLD; RIXRpNR 3` -- 0 ,` Oda I - At TO GLASS. rf ° X i SDI - H M MAX. °" PANEL LENGTH SEE aLVATION A (ON SHEET 12) N I I I Ot15T016 P0t1REQ- Err r i __ CONCiEIE OR LXINCRETE BLOOM f. - H PEpARED1/4-0 PAmaMATj y r � eEHwal ANCHOR (BEYOND) MEMEL W�LI.�.NGS SORE 3/8+1 MAXIMUM A.S.R. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE tort ttFrt NI eR jM PANEL MIN ST A I AT_ _ 1alIS PTO CONCRETE & CONCRETE BLWK STRUCTURES (VALID ONLY FOR PANEL CI) INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. A.S.D. PRESSURE RATING , MAXIMUM ANCHORS SPACING FOR MIN ED. PER SCHEDULE BELOW APPLICABLE MAXIMUM LENGTH (n,} MAX, A510. PRESSURE (p,RATING NAdMM ANCHORS SPACNO FOR MN ED, PER SCHEDULE BELOW. IS APPUDASLE t 41AXNNW LEMOni () TIPCON SOtJD-SET FEL'a O CLUB TEAM(-NASW CALK-W t TAPCON SIkJD-SIN FEMALE AD �� T/AIAC-MAIM OM1C-IN ro ro ro m ro ro. m ro, m MOMOOpR1E mCILM ro + 45 LESS ,r 13' f3- 13' 13> it 1!' 1r tr 13" is, tr 1 Crop) r-Y W LESS �-45 •8S, -Alb 17" 1 tY 1S' 13- Ir 13` Ir 13, IF I it Ir fit I/ V A (TOP) OR SOR LESS 1S• 1r 13' tr 13' tr IJ' Tr 13• 13^ 13• 1 (BORON) Ir Ir ,r 13• 13' it Ir tr t3' tr Ir it 1/2 , (BOTTOM) Ir 13• Ir ,r rr 13' IS. Ir 13•- ,r Ir Ir 2 pot) iJ' 13' IJ' 13` lr 13' tr 5 tY Ir 11• 11 1/2 2 (W) T' 3 1Y , ' 3 13' IJ - 13• - 3 , - 3 , - J , 3 , r 1T 2 (aQnOM} t' ! t r 73• 1 r ! ' 1' 3 I r 1' 3 fr 13` 1J• , I z 1 / 2 teoTlaM) - t r t3• t3• Y J r 3 ! ! , 1 ' 3 ) t Ir tJ' 1J' 1 • ] t3' iJ' tr i3' tr / 1 z / l (TOP) - 12 ll2`12 ,/2 A 1/t" d t/1' a //Y 12 tj2 - - a 1/4' - f` 6 1/ 3 (BOTTOM) - - , `121 2 /? J2 611`.6, / / 4' 212.21 / ! Y - - 61 a' / 81 4. / 3-(BCrtmM) b' r a• M r r r a• W 7 1/2' f (TOP) Y 5 ,/Y. e• 6- a' 0 1/2' B' 7 Ile b' a• M S` 4 (TCP) 8•_ - 6' - ° B• s - e'L - f' -4 [BO7701Q °'.._....5 - _.a' --_ _a.., - °" -13' - 6• - 01OTW. t3` ,3• lT Ir 13' 13• U' ,3' 13' sJ' ,3' tr s (FOP) 1r t3• U' ,a' ,3' q' Ir ,J' � i3' Ir ,1 i/2 (TC'7 lr t3' _ 3 • , 3 -- is' -- , r • 3 - iS' - T3' 13' , ' J - , r - (BOTTOM) tJ' _ - ,r 13• 13• ta- 1r - t r _ 1^ 3 _ t' ° _ t a -..1 ,r 11 / ! 2 S BOTTBM t ) - - sr Ir - rs- u• rJ' 1Y +J' ,J' n" 1T 73` - ia� - 6 (toe) a 601T•-) rs- it it Irf ,r _s•_ 1 r _ ty' to ..... r _ W13 11 i /z 6 aaH�". m - 6 1 Y 6 Ile 6 Ile 6 Ile - - - _ - 6 1/4' 6 1/4' - - 6 Ile 5 i/e 6 Ile 6 1/4' - - 6 1/4• 6 Ile 0 (gOR,•+) Ir S` tr ,0 1/2 tr 7' t3• Y 7 1/2 5 1/2 13" 4 , A (TOP) >5,�, To /•'•" 13' a it 13' 13' 0 1/2'. it 8 IJY 9 1/2' 5 1/2 f3' S 1/2*, >S'-0` TO tr Y 13' 1 13' Ir 9 1/2 tr 0 1/2 10 1/2 7 I/2 13' fP t (Bottom) Ir 7 IJY 13' 13' 13' 10• tr 10• It' f Y Ir 6'Ir 1 (Bottom) tr to ij2 13• Y 13' 7` 7 1/2 5 1/2 1J� 4 1/2. 2 (TOP) Ir 0• it Ir 13' a 1/2' it a 1/2' 9 t/Y �! 1/2' 13, S 1/2' 2 (top) tr Y tr 1J' lr 4 1/2 13, 9 1/2 10 1/2 7 t/2 1r 0 1/2' 2 (BOTTOM) 13, 7 1/2• 13• 13, tr lo• Ir to' At` 8* 13• 0 1/2' 2 (BOTTOM) 1r T -lir U• tr 4 ,/2 ,3• b t/2 /0 OJT 7 1/2 tr 6 ,j2' 3 (TOP) 13' 7 1/2' 1r 13' IY 10' Ir 10` ti" a' /3• 6 I/2' 3 crop) 12 t/2 12 1! 0 l/e 6 I/e 12 1J2' 6 Ile - - 6 1/4' 6 Ili' 3 (BOTTOM) - - 72 1/2-12 1/ 6 1/4• 0 I/4' 12 1/2 12 1/2 - - 9 Ile a Ale 3 MOTTCM) T J' B' 5 t/Y 7' 3 1/2' r 4' 4 Ilr 3' a 1/2' 3• (TOP) 1 112' 3' W 6' 7• B r 4' 14 1/2' 3 1/2. 6 1/2' 3` 4 (TOP) a• g• - 6' _ AT. 5 Ill' 7 1/2• 4 (BOTTOM) a• 6• 6• _ 6• ° 1/2• 7 1/2• 4 (BoITON) ,S' _-- Y 13' it Tr 9 112' ,Y 11/2•0 1/2 7 1/2• tr 8' s (TOP) 13• a ,/Y t7• T3' tr to, tr to' 11` 13, 7• Ir 13• /3' a I/2- 1§1 9 I/YTill, 1/2` 7 ,JY Ir 6 1/2• (80T7oM) Ir a 1/2• Ir 13' 11' tp' 13• 10• it 8• 1r ° 1/Y 6 tBD17oM) ,3• Y t3' 1a t/Y fr 7' Ir Y 7 tj2' S IJY ,r 4 1/2' A (TOP) ,]' 0" ,J' t3' t7• a ,/2' 13• a I/2' 9 t/Y a ,f2' f7' b t/Y' 6 (mP) 8 i/4' 6 I/4' a I/4' a T/<' o f/4' 6 1/4' a (BOtt.") - - B 1/Y f t 4' 6 1/+' 8 1 4' - - - 6 1 a' b 1/4' 6 (BDTt-•• RE SW 11 TOR MOM T"f a SPACa4 FIR OW91ATI" 0110 WOW MAX UXDMOS. • MAe11A A"M VAMM75 AND SOMM EOOE WZMK't ARE 111010ANO ON this SDMU RA Ed LESS THAN WWGOED ON Rama REDUCE ANCHOR WONG ON "MVIN6 SWCM W" ON SCH.OA,E RI THE FOLLOWING FACTORS. FOR THIS OPM IOU to BE P6RelE, REDUCED SNMCIA OBTAINED UM FACIGR SMALL 00 IN UNIS TWA ANNAW WOW WIICATEO FOR EACH NO" TIRE ON INS SC/eDAE 1/4.0 if44 i/4"r 1/i1A AICIM TTPE _.t�a•F _ Wx-W 'IAPLON _- "ass -In _..Il+'"A DWAC�IfAM HOeaIN ANCHOR TTACINa (AL) 3 3 3 3 2'Ir I f/7 AMetAtA1 WBt W 3 3I/Y r 7 31{r 3 OwRMItE L Aommom am N 3 $1/r 3 lji• 1 3 1/7 3 1fr 4 ACiMIL am a mom FACTOR 3 ,tr ast om - - aHo —ea r Hai 1 BO - ,Ao ,SIG •• SPACINGS OPAY VALID W)f7N USED. SEE TEIIE ®t FOR MAX. AS,D, lE7iC1H5 O31GN LOWS &MAX. Pf01E1 LETNGTHS WF#7V SPACER �Ijl ,S USED. 3' wx D.M.M. 1• low. - O JmL i1 a A.S.D. DESIGN LOW AKRYRAI PANEL (EMOTH 40 PSF OR LESS 6'-6- > 40 PSF TO 50 PSF 6 2- > 50 PSF TO 60 PSF 5 10 A MAX. PANEL LENGTHS ARE OIW VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C. ___ __,...._-ANCHORS (SEE SECTIONS & ALTERNATNES ON SHEETS 13. 14. 15 rpOR-to/13, 4-2A/13, R-3A/14, R-10/13. R-20/13, R-38J14, 3- W R-TAW/15, R-2AW/I& R-3AW/16. +R-iBW/t5. R-2BW/15. R-3041//6. '.r-N� L/2 1 4'0-2001' SS, SOUS USE FOR PANEL LENOTIH MAX. OVER 71-a•) _ PANEL LENGTH PENULT STORM PANEL REGULAQ 5TOP61 PANEL i (W! CAERtM MO PAw NELLfI P.J. °OLi i LIFE `S � PANEL t 7'-e O +60A -54.0 p o.T. i (w/o ft"&* NO PANEL LENGTH sov) _ _.. . .._ a % 41' 1". PAHM LENGTH A... 1/4.0 YOKt• ---• a-- . _:--- ';--- ..--- ,- USE GATT ALL R S.S. BOLTS W./1'� - - { AT E. OVETR 1. - - _1. I . y . tt i N01Ci&'J swrrT- STUD ` • -_.FANx1 IOROMM CORNERS !-- C ,�' '-"_ D.M . 3_, I �-- — t•-_ -- F + .-__.. - OWERIAP- -OVERIAP- or WING NUT Ai_ i0�8. WIND NUT AT r' 3" TAX LEFT PANEL _ .. RIGHT PANEL 3' YAI% t INSTALLATIONS ONLY VELA FOR WIND R-IA/13. R-2A/13, R-3A/14. R-18/13. R-2B/13, R-30/14. I• MIN': SPEED UP TO 170 mPX ' R-TAW/1S, R-2AW/iS, R-SAW/16. R-18W/15, R-2BW/16. R-38V!/T6. (SEE SECTIONS & ALTEANANEb ON SHEETS 13, 14. IS t/6)...,. 1/4 MAX. GAP . LIFE SAFETY STORM PANEL Ct? ELEVATION (t) T.wr SCALE 1/4•.1- • REGULAR REGULAR STORM PANEL (MN OKETaAP ••1 WHOLE 4rNLLY) STORM PANEL Sillc-00 ___ i Ale MAX. GAP a1 �k , LIFE sFE'T pasu * �Tt FLORIDA BUILDING CODE Nbn High Votoefffty NOrFlcon° Zone) .1•••, •�' .3m 1111ECo, AIC FP. =RIORFS, DRIOh te�y4' 24 GALE GALVANIZED STEEL STORM PANEL S TION A —A I�E C O E6EN . MOM PROTECTION PRODUCTS. LLC. � DATE70 um 2.0. 6, °put Roo:: Lw Mt Y 3FA vMR. O,AtM blft ,INK, n. 33311 SCALE 1/4"•1" MrR. DIm -+ml y >a, wH01e. EAa)bI-TANS ENt (tm4kw-9t9t 24-175 PE SFA/504a13K/M7twan w. pHW16 ,b: O,-Oo6et,$ sen-ra, ae al A IRli1 L.. PY am 13 a to ,7 INSTALLATION DETAILS FOR LIFE SAFETY PANEL ) INTO WOOD STRUCTURES f �I _WpQp NFAOEA l }(EOUAODDIRED HEADER ��OLto IE'A.OE1I t 1 HEADER - __ REOlM1ED i __ I _ t _.- Ij RE61NRi'D t kEDUatfI1 TAPCOW , f4'a TA'+CON .. , 4Y TAPOQFI 1 4'$ TAPCOH ATJC t .. t FOUL O 9. O.C. i } - -ANCHOR O 9' G.C. D.C. I s i It F 9' O.C. y i t r ., { !li 2 2 .f.pi 1/2` iMA%.1. _ ./2 T/4 F �I 1/2' I 1/4' l j2' )Ile i 2' / ( 2' apt i 7 I ' • Fi 1 1 1 ti I I ��'t j( �-- 1 p I vN,F-m.,' 'k :-T _�._s,$ Ilnn r 6 jv.-m,• n �. �,,"T _ a rAaxn r OAfOTHy„p /_ 1OM� mg n GLASSAONE Am Nov. on Y-TR ',.' A f GElA456 ''`r� 1 OlA4S 1_ J - PAtNl. LENGTH A __ L t PANEL LENGTH - i T_.j Mw. N A 1 ) 'L" mm,. R -'-" A" (SEE ELEVATION °• (SEE ELEMTON N �:..- -.. �_ . PANEL B II {_ PANEL LENDTN ON SHEET 12) 1EtNGTH A , + ON SHEET ° t SEE ELEVATION ° - 1 12) t(SEE ELEVATION g - - T _ _ - _ .. _.... _ '. _ ( _. - __ ON BEET 12) tl .._ .,1 R , • IXn. -.(T { GN SHEET ,2j �,���p Ij`•-SEFg1(ATIOPr _. -, 1� R 1' Can. -_ I ...(' ' 9 GLASS. } i � I/ t pk t' fNn. � -`y.' - p To GLASS. 1 '`'/ L/2 `�.'.f _ _ V $---SEPAMTION.__ i B 0 TO MASS. i II f---SEPARAT1oN En . .,+ •• I e,t +/t• { ._.- ,. y'4 ell t/Y EG IEO _,: .. , -�... , w _-__ I..___40 i..-.t ,/7' -YS «p 4•A.t EO -Tel._--._._._1_ _-. J 9•Wr1= 1 OLQ - I 1/2• 1/4•M'lOr3(1' -- f (..t _ _� 2 ia' wGQANd'AiWi4/a r3 PIIMTE own r Ilet TAPCON _ THINGS TAPCOHL REGIImw I r _ 1 4Y TAPCGN r., • t 1/t at .�, • ANCHOR O 4' A.C. �. ANCHOR a a• G.C. ' , t as O.C. PLATE WOOD ' STARRED W/ STUD 4TAGtRlw7f Wl 5i1m NEOUNlE'0 _. 4'0 TAPCON - ANCIKpI O 9' PC. t ., _. ' "Ai YODD .. _ ... • PL,1 • �q rc REQUIRED REQUIRED ALTERH W PANELS' a LJF ��AN 1 � - oSAFETY PANEL �(T�, !"TINGS _MOUNTINGS S CALE J/°1' A. Tf(�l SIRE 7f°'' 3 EN FLORIDA BUILDING CODE Nan N119h Velacefffty IRO one Zan. N(ras 44187 t a ° nt[Da INC. 24 GAGE GALVANIZED STEEL STORM PANEL caw'Bi• i, INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN >E I : * ? _ �- PRESSURE MINGS (p..J) AND PANEL LENGTHS AS g*'; Air IPM/mm PER ELEVATAN ON SHEET 12. '§ �q, STATE0 - --_._:. - IL. EC O Lae. AL PROTECTION PRODUCTS, LLC. DU4 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD y''• S a 4= So. aI ..-, MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Oat. •Da(9 ,. "J 3MN L f. M'Aw HIM•. R 3tim ww- n. 33°H DENSITY OF 0.55 OR EQUAL S/••. "* t--- :,1•=-z,-�R.i_ w` nopC M4 �75Na fAL W.�� 7 20-1 5 a-oOMTtt r offismiNut WILIER A file X i ML av is of to (VAUD ONLY FOR PANEL(DINSTALLAT(ONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 3) MAX A.SJL PREESSSURE 7tlNCCOMBINATION (P�41.)[1-;r MAXIM ANCHORS SPACING FOR Mel ED. PER SCHEDULE Sam � t �,IT 9MixfHatt LENGiH `L' tTl) MAtI. A.S.D. P�L�IpE RATING Is,".) ANCHORS SPACING FOR MIN EA. PER 4CEDIAE BELOW � �E LWIeAM PARIML LENGTH "L• 00 LWCON 90UD-SET PAMELVAltPA"EUNA' FEMALE q Pam TAAMC-HA JN CNK-0 TAPCON Sd)0-SETa PLUS 2MItC-NM1N CPLX-w t i� sit m ro ro w �Q OP "" m m ro 79 ro ro 1N[M '0 11+ IY iJ• ,]- ,J' 73' tr ts' 12' la" 10• 1 5,-(T• OR LES +7-7A +Ilk-liIa t3 5` f3 • 1 i 0 il' d i /2 15 • b 9 12 7 1 /a /a•/ 3 1 IS • 4 1 Y 1 V-01 lMr LESS n' 1!` q' IY 13' t3' tr 1J'I2' 13' t0' t (aT7M+)3• lr Ir f Tr 9• 10• 7 t/2' Ir r 1 (BOTTOM) tY 3 i'13` 3 1 Y t' 3t t r , - J 1 Y 13' w crop) 13• C r la 1 2 ! Ir • B 2 ! 73' i $_ 2 / 7 i! ! 2 T �i' ,3' 4i 1 J2- Yt (TOP)a 2 (BOTTOM) 1 ` 7 r Ir t • J 1 r 9 f /2 Ir 9 f2 0 t ' /2 7 + /2• 1J' 6//2 2(eormM) it• ,r 13- 13, tY 1J' Ir it lY 13, 10' 3 (TOP) _ Ir 7' tr 13' it 9 1/2' tr 9 1/2' to 1/2' 7 I/2 13' 6' 3 (TOP) 12 112 2 1J2 5 Ile 6 1/4' 12 1/212 1/a - - 8 1/a• 6 Ile 3 (907WM) - Y a' 3 2 1/2.12 C" b /2 I/2 b 1/4' 01/4• 7• a• b Ile J If2' 2 1/2' a" B• 0 I/4' 4• - 1 1/4 s /2 - 3- 6 ,/4 d It, Y 6 1/4. 2 1f2 3 (OOTTOM) 4 crop) (BOTHeotTa3 > a' e` A- !' 6 ,/r r S• a" a 1/r 4 (TOP) 4 ( )e n' /3' tr iJ' f3� IS' ,r tr t2' ,s 10 OOP) 1 ? / 1 1 I ____13 3. tY 13' t2' 17• 10' S (B01T0M) tr Y 13• 13' 1r 9 i/2 1J' 9 I/Y' 13 IF 13- 1' 1}' to s ,' 3 0 1/2 !a5 I• A l /2 Ala' / 71 S 1 I' A 12 (TOP1 - - 6 i/e b 1/4"b 1/4` aIle 6 Ile 6 1 i-0 tJa• E 1/a• a (HOTT+') t/e 8 1/4' °1 4 A t/f' - � - 6 Ile a Ili' a nf•) 13* S` 13' IQ / 2 Ir a A tr a 117 7 1/2' b 1 (TOP) 7D Y-a` 7 1/2 Ir 1r 13' I 10• tr to- 5+' a• 13' a 1/2. 1 -) ?b,-b. TO e'-D- 1r 7 1/2• Ir it Ir 10 I/2 1r 10 1/2-11 I/Y a` ,r Y 1 (BOTTOM) tr 6 ,/Y 13` Ir /Y 9' 4!• 0' f0' 7 1j2- 73' a` A (Bwrnl) is, 7 t/Y Ir 13" R' to, 3• 'Cr 1• 0. 13' 6 1/2' 2 (TOP) t3• �+3' 5` 1r 10 t/2 1r b 1/Y 'r a 1/2- 7 1/2' 5 1/2- 13• A I/Y 2 (TOP) 13` 7 i/r ,r it tr Ta I/2 it to 1/2 it 1/2- a- it Y 2 (90TTom) Y I]' 13' 13' 4 1/2' 13' 9 1/2• 10 1/2' 7 IA- Ir ° 1/2. 2 (9011010) IS• 7 1/2• 13• 13' 13* 10 T/T 13' 10 1J2 ti 1/2 a' i!' Y 3 LTOP) is 7 _ Ir TJ' fr 9 1!a' 1S• $ 1/2• IO tf2. 7 1/Y' 2-1 -Ir �112 1/•2 6 Ale a Ile T i/2 6 t/f' 6 1/4' b Ile (BO1TW,) - 2 1/2"12 1/ a Ile 1/4' 2 I/2' 8 1/4' - - 5 1/4' a t/f' 1 (BOTTOM) 7 Ilr 3 1/2' W 6• 7 i/Y a S- 4 ifr a" 7 I/2- Y r 4 (TOP) T 3• r a 1/2' 7' 3 1/2' r e a Ile- 3' 6 T/2' Y 11Y, 4 (TIP) a 0 a a• 6` a" 4 (Bottom) e - 6 1/2- - 6• - r - b 1/2' - Y - 4 (BOTTOM) lJ• 7 I/2' 13' Ir ,3• 70 V. I. ,0 IJY tl I/ a• 13' �Y 8 (TOT) ll" 6 1/2• i3` 13' ,r 9' I3, 9" Ic' 7 t/2' 13` A` (TOP) 1]' 7 I/2' 13• Ir ,3• io 1f2 73` 10 1/2 TI lj2 B' t3' 7' S (POfTOM) lr 7' 13• 13• Ir 9 llr IT 9 ,/2. 10 1/2' 7 1/2' 13' b' a (BOTTOM) lr 7 ill• N` tr 13` IO t/2 f3• �� 1f iT t! D• fr 7• 0 tSOP) Ir S Ir 13' S 1/2- Ir 6 1/2" 7 TIr 5 1/2• Ir 4 I/r (TOP) - - 0 f/i' a 1/C 6 t/4' a 1/4' - - - - b 7J4• 9 1/4' a IBM-) - -- a I/4`.• !/4' 6 tJa' 6 t/d - - - 0 i/1' a 1/4' 6 (Barr.» Su SMUT 11 no AIKHOIM TYPE a 9MCPW no oismu vt10M6 M0 Tom Five "um • IAMYIM MOOR 9PACe" AHD MM" TLGE PRAM; ARE •a"= 01, TM SCHIDULL Apt Ea TANS INN IOtCJm ON SCHtdAE 1101011 SPAGIO W, "llmi.TtO saaw W" ON So"" DT 119 FOLLAWWD rAerols. law " MILWI To M P09IR , "am SPACING OVOn LOW FACTOR SMALL NOT DE LESS THAN ~" SMM 0=0E0 FOR MOR MOW I"I W tw3 saEaIAE 1TPQ ,pr 11wlaR t/41 WNb-Ott NUA OYPO-MMN dWl-N WON" ANCHOR SpAc O 00 3 1 3 13 3 7 ,/r 2 ,/L NMIFNMom I IP') 3 31/r I r D 3t7._ twelimRO.t ww 3 3,A 3 wr 1112 3ACR.BL mac tRBMNEE )os+ a3o - ___ oAa97f _ _ 3 "s _ ,SQ IAO - " SPK]NGS ONLY VALID XRhIN SPACER IS 115FD. SEE T�iBRE &1 FOR MAX. A.5.0, DESIGN LOOS & MNUI. PAIOl WF#N 512ACER �I IS LI5E0, TAKE al a ESA. DEM LOAD VA)Dia14 PANEL LFJNMH 40 PSF OR LESS > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF 5,_ 10" a MAX. PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS It W/ SPACER AT 12 1/2. O.C. INRALLATION DETAILS INTO POURED CONCRETE FOR LIFE SAFETY PANEL CT OR CONCRETE BLOCK STRUCTURES 1/4-0 TAPCON_._ E}cTJTING PMIRED --CONCRETE 1/4.0 TAPCON. .. EXISTING POURED - �MKRCTE 1/4.0 TAPOT-_ _- POURED 1/4.0 TAPCOH .. NCO ►Ol1gED ANCHOR O 9" O.0 OR . • CONCRETE BLOCK f • , REQUIRED, f ; -fl ANCHOR a 4' O C f OR YJ• CONCRETE BLOCK REQUIRED. ANCHOR O 0' O C OR !` : --- CONCRETE BLOCK r .. REQUIRED. . C� ANCHOR O r .!j' CCNCREiE BLOCK i - REWRED. -0 l E0• N 1 1 A N--6EPARATOXN- q, EXRTEiSr.Il 10 GLASS.MASS 1..__. _.., +'•-sa.• . Ex IOUs M I I ' t10.3 W ISFINC GiIL'SS A J A A Y9AR M HUE FOR i uu II —7 R 1 AA t(I - MAX PANEL LENGTH PPNL LEN6T •____.__- .. __...__ 1'SHEETA 0 / SEE ELEVATION t SEE ELEVATION1ItELEVATIONN ( N i I 4P1 1 Min j T} ON iT SHEET II 1 E T yy TON-. A i 0-'4EP 1 X I 1 A TO GLASS. AS5. 1 I 1 i !f I ;;GIST I ...f''w 1 EP• irk' I E-D• en • x' Vr I oe 1 I [ 1 X 3,14. )._.. 114.0 TAPCON % _ t/4•• TAPCON - ANCHOR O 9' D.C. ANCnOh O 4' D.C. EXISTING POURED CONCRETE OR !. _�SOMO POURED CONCRETE OR CONCRETE BLOCK REWIRED. £TE�B9WCX REWAREO. ft REGULAR PANELS a L Ii NEB WALL MOUNTINGS SCALE 3/8+1• 2'.e WO PLATE RE WED SEE OHM 15 t to MR ANCHORS Sim TNL TYPE t SPACING FOR WRA"YM INTO nPcon IWtAR maxwe MYCYA G.) 3 WOrx7 FINK 9UROMM iWlIWY ANCHOR S►ACtNOS AND MMMUM 4m,yB,M yrr,OR (mJ 3 mPE DBTNKY AiRE AEAYOLO ON TM 1GEDLAt. FOR E.O. L6S THyH 4e a= ON SCHEDULE R®OC ANCHOR 9BAdNO gI1AAttK.61 hrMNa OFM D,•) 3 XDAA, mNE Lamm: EW now ar MIRtIPA AmS SYONH a SCRE0IRE BYTE 101"Ne"' FA"ONS FOR TIRE OPERATION TO K POOMM REDUCED SPACM M#MM USRO---.._- FACTOR sH41 NOT WE TER THOU I I/A- _ 2 VF - -- am osi -Rai— HMIwM remSPACINGan Mm SCH MR EACH /NGOR TYPE Oq IIRa SDiE.D1aL r . __. _.._ 3 e/Y• _. _...-_. - i T PANEL LENGTH ('SEE ELEVATION ON SHEET 12) 91 PANELMAX PLUS R e 12 1/2' O.C. u jSCALE, wNO 3Je 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (Pa.N) ANQ PANEL LENGTHS AS PER ELEVATION ON SHEET IL 2. FOR NEV WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL R I e t' MMn, i R I. SEPMATION- I t iY R T 1 15Tq ,O 3or,' l7BST - 'Ss. mLTs r M/,5S - -'15. aaET'N X I A G E i 3 R f � I n , B .t. N 1 7 n MAX 'L, MAIL ' T a 1 PANEL LENGTH bPAN EL SLY ELEVATION tl SEE LENGTH g > n ON liRlEir t 12 _ tn, ) N ON TWEET 1 2 N M 1 It T ION 1 n'-°sEPArA p I 11 TO GLASS. 1 l 1 1 is I lfY t 1 I �f e' r E.D.• 1 to EGA r � 1 I_ ED0 13 __ 1 IYr2 4• I EO y ss .CI (rAo 4S. �hq+ 0.0.MS I fiIs r. RIt Y/h21'BOC ff 1/4'0 TAPCON ! I/4'0 TAPCON ANCHOR O 9' O.C. ANCHOR 0 9• D.C. EXISTING POURED CONCRETE OR OUSTING POURED CONCRETE OR - CI 'CONCRETE BLOCK REOUARED. CONCRETE BLOCK REWIRED. 0 REGULAR a AMWINEL W" YOUNTiNGS H�IHIIRFF>• 4CME 3/8-t• 2`.4- PLATE REQUIRED - 1 I a PANEL It p A. Tice ,$EN,i;tc * AS < STATE OF s ar LDR AN/IIIANNM>• ! PL lfAfSxAA1lWE/MlE Virtual Revie , _ Plans Review cum w Assist, In RED for comPhanCe with tneleted and a r 41 D.G. by Debra 2Q20 FBC th Anne i(lahr PX230 dition I N I I I i1 iFG aura M b}• PANII 1 (SEE ELEVATION ON SHEET 12) T I — I 1 8. 1 I • N LT PA IIJAA,E PLUS R O 12 1/2' O.C. aMm m,Lca DIG. 24 GAGE GALVANIZED STEEL STORM PANEL F.P. -0 E GLOBAL PROTECTION PROOUCTSF LLC. L! C m, 000 S.W. 11 xnw a,r MMr R W, btwo i fPA rWe00-1-W, q.;_tj F.. pM0Or1_ , OR,IE. R 1U14jQ-175 TRICKS, (W)UN-7eaq m (Mi)u-M? .r ee wx. -x-r I — aRr as- — OARARIG My -6•-0 N N s CO _ C0 O� a) U N � 0 C .� m U m; �- CO M O O O O ^^11 W /C A V C 0 0 i°-° Cv U_ 6,t-• 0 m r/ V/ Cn G L O ./`b4v�° L Q EL f -0 .0 �-IS VJ 6A-`0) W 12) _� ORRI-110 U) CU C/) CL CL O C CU L m LU a z z Q J a SHEET NO. SH 1.4 4 EZi/16, EZi W/1 B ANCHORS -- _ --- -- ----- (SFt SECTION ESI a ALTDBMTNE EZIW ON SHEET fa)- _ - -- -- - -- --__ -JAbN,- -3' MITI, - I• WA. ! (SEE ,• Wn. /14xr' i(SEE NOTE 2) -a/� NOTE 2) 1 V 1/2'! O O O ! o D O9fl- TOi I I ! ! ! I 1 AT 2'PEA 1_ 11 _.�•1.1.-- -- i. L__ �i L1 L...L _ 1 :_ ).__f 1._�_ i_:. _I_ Jam; + T-""t--,•.-Y-,-7 r r-,---,_ ,._,.. _T.. ,.T _._r __.,...,. . .. _ sox (EHU PANEL) I I (1NTERlOR PANEL) (INTERIOR PANEL) (INTERIOR PANEL) T ! (END PANEL) r �L SEE NOTES 2. 3, f4 ! I i ! I i N SEE NOTES 2, 3, 4 MAX PANEL tENCN)i Itr�Llt l 1ti rjja 11 40C 0.0 Ex ! OITE° PAiN.LS W/ I/NOVERLAP, I 1 I i I I • ` I I i I • ( I i , �. I ! � I I f (5[F BSEOLCTKDN� APPLICABLE} i_ _�1. -►1-- (I 1� I_ l l L 1 I L I! l L ,_l I _� 5 L Ii{'f�f I JJ_pL.1J_L�IJJILLJJ_L,L.JJ1'LJ1.-LL1J11 'T--'T"'i T?T�i`14414� L JJ_L LJJII;.L J J_ LLJJ1. _.. .i.. 1 J' Ana L- SEE N07E f +' Wn. ,SEE 'j71W/^ SEE 1' MN, MOTF y `7 `r L,.' j�rE ! ANCHORS (SEE SECTION E21 a ALTERHAINE EIIW ON SHEET 19) EZ1/18, EZf W/18 TYPICAL ELEVATION FOR SERIES 2000 E-T HANG STORM PANEL n1 SYSTEM (t) W SECTION A -A s7AIt ,,a i7i`i"„N. SCALE 3/32`- T' ENGINEERING ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT September 15.2020 Application Number, 17e69.1 - R2 EX Project Number 20-31543 Product Manufacturer Al American Shutters and Glass Manufacturer Address' 1540 Donna Road West Pshn Beach. FL 33409 Product Name b Description: 24ga Galvanized Steet Storm Panels large Misalle Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirameft of the Florida Department of Business and Professional Regulation (Florida Building ComnNsslor) Rub Chapter 81 G20-3.005, F.AC., for sistewWo acwMnce par Medlod 1(cD The product noted above has been tested and/or evaluated as sunarenzed herein to show cwrplance with the Florida Building Code Seventh Edition (2020) and is, for the purpose rntanded, at least equivalent to that required by the code Re"evalustiwl of this product shah be required following (Iert ment Florida Burlding Code modtlustlons or revision, Substantiating Oats: . PRODUCT EVALLIATM DOCUMENTS EX dmwhV f20-31543 O(bd "249a Galvanized Steel Storm Panels (HVHZ 6 Nm-tIVHZ)', sheets 1-5. prepared by Engineering Express, signed 8 sealed by Frank Bernardo, P.E. is an Integral part of the Evaluation Report. • T.ESTRE�IEEC �jij� RRI Uniform stalk structural performance has been tested in accordance With TAS 202 test standards per teal Taport(s) SST-ASG-17-M by Bit ckwater Testing, Inc. Large n"le impact resistance and cyclic loading performance has been tested In accordance with TAS 201 and TAS 203 test stands udis Per test report(s) N8T-ASG-17-001 by B(aekWwter Testing. Inc. . STRUCTURAL ENdNEERIM CALCULATIONS Structural anglneeri g rakuiadon have been prepared which evaluate We product based on cortparathie and/or rational anallnus to qualry the following design after: I. Maximum A)lowabb spans 2. Minimum Allowable Spens 3, Minimum Glass Separation 4. Anchor Specing 16D SW 1211 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396.9999 TEAMOENGINEERINGEXPRESS. C ON ENGINEERINGEXPRESS,COM ♦ LAST PANELCD TO BE INSTAL-ED AT EACH OPENING SHALL ALWAYS BE PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. NOTESj (1) DEFINITION OF SERIES 200O: E-Z RANG STORM PANEL SYSTEM CONSISTING QF PANEL + Cont TRACKS TOP a BOTTOM. (2). ENO PANELS SHALL ALWA,OS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR (Pi SHALL BE PROVIDED AT TOP OF SUCH PANELS (3). N END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNEC71DN SHALL. CONS'ST OF 1/4'9-20a3/4' M.S. W/ 7/6 e.3/J1_WING NUT OR 1/4'0.3/4" Min. THUMBSCREW INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR MT FLANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK It- A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTOM TRACK MAY OCCUR AT ANY PANEL LOCATION t INSTALLATIONS ONLY VAUD FOR WINO SPEED UP TO 170 m p.h, FLORIDA BUILDING CODE ENGINEERING T Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Sted Storm Panels No 33% increase in allowable stress has been used In the design of #Me product. Separation from glazing Is not required for Histape0ons outside of wind zone 4 and essential far woo Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously listed tact report(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 sctteduists) on the respective Product Evaluation Document 0 e. erawww rig drewing). Installation This product shall be Indaled in shirt complence with its respective Product Evaluation Document Ile erlp BUIng drawing), along With all components noted therein, Product components shall be of the material specMed In that product's respective Product Evaluation Document (i.e. engineering drawing). umltations & Condhions of Use: Use of this product *half be In strict accordance with the respective Product Evaluation Document (Le engineering drawing) as noted herein. All supporting host structures "I be designed to resat all superimposed loads and shot be of a meiarial listed in Isis 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 sit"pedfic basis by a registered prolessionel engineer. Ali components which are permanently Installed shall be protected against corrosion. contamination. and other such damage at el times. This product has been designed for use woo and outside the High Vetocity Hurricane Zone (HVHZ). Re6peaful ly. �•' 4SNAIM;' Frank Bernardo, PE ENGINEERING ©(PRESSe OPE0046549 I Cen Auth 9885 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIOA 33442 (954)354-0660 1(866) 396-9999 TEA140ENOINEERINGEXPRESS.COM Em GINEEAtNGExFxess,COM ' qr a •_ cmO z L- L' • w. rM L,=' j T"i i Ps•rr.'yi _ +. ... KA ,: � W -, ill WW 1tinN : D { 1 Ill a.Al M+r. • ' S K AYYNP :x". 1 A It 3PT aF'Y � H7 °f 6:LF 3- iv'T rzt N (j 2 WI ,4 I" ^ r icx r M T V i P. M _ !I 3�X C ..0 pp T - 1D AD E'• inset 1 �� a _ 1 s' a.-s• tie ;Z - 5 T P G7 . AJ. Low E L1Y�N Z is Vsr- H"]: - f"> t II I'arN, ulamu _•<ws_ L. .1 P1+MNw• .rtti -Yw:�:: d: 1s3.n 24�t, cP cla'1+rn'FIf i=.. sTrr - wfE:.:o•r": •arc+-n rn.:a� �1; t2 N 1 n n, la-e w 1 i I•A: OWP 1 9CCTxIN ++..1T u11LP W. �' ppp PPII • N rt Y ` a'4A.hT 1` X C 0. A � 27 B :•K'tn 'uu. i n r wrla _ T'� _ I'-• 4 f-a,. .T iu r•, .. X r -Pr -5 :-.n 5 LI. UN31 mill) All NAMI N-f:1111H Y'A'IW'gI r AL • wL <2 _W'1 5)]iT11•<+K" xr. ilbTr� _ TN•' i 1 a 1 '>11H4a-N J- !'Y +_ xllL'IL41 XY ¢IV''NIIIN.F.t..i+iW 66y^3$ �NY ..tR.. a'Y.t, u.-.e uHALLpWXi gECT70N. +:.NTH EFiF'H.'. I'il.-III:'I^t Ki,Vlai\.c+r f AM, iltiry ..iT- li1$if"R"}� _ .._.11 FY. a }ep Yl Q -:111wtkw ko�::PN ` '`9L; 4Fro, rJ"`'tn.��NS•,-E .T0 HL r!LP :n "i1aC '-' FlTIrlt�xtiF"w � x: a ,el•:-nm'x-:,. eie.Er �a+itNart y >+,Ywi. vn-•t •. I:+a I >7+an-I S,L, Y , ,•i, H➢Mt r1^.IIrA :I .", ire •afl y. ,e n,.ilW miluua x' s.r L.uw. iA'LT: e n:P . •,yet - Q$ ar ■■ F is inn uA. ■ P ( " •.c 4wi -x - N r3e kdue I t1K _L,Pb R+1v"w + '�T 'S'''F.•w T:. iel£C/ECttE E:TIF.tnC �@R Tti• •. AMri ulb NN -' rA• -rrlr, �a t-1 H 1. l:r+ L„z; I Irp ti .ilr Axs T 1 co 'sA:3 LU N ar r4Al• rnl"rir 'r�.T.a'.--..r Mau°41..'. 20-31513 ..r FT,LR.rr1 ,.xn.•�n�a.T.r „-,N �y�1 ovT1aNN.TON'eoTTOM eLosupE ➢ErAX .:Alibltl�INAUY E � .f _ Tr' 22yyyylLL L�L�g1� H-.Cx'4.e.rxln ll K WRU.L 'a'.'-�•a 1,:2 MCf @ - rK lwi 4l nM �A <t r:+1.' •! - 'TYT, If-T. 'i'.. ly _ 1'pyr:.n I'.-L:T /,\ (: Ill'NWIIIKIN WXINI 41:,PIM rL`l1CJ]./()1 :3A-WL I •1• ItN:EANRH:I NlNlal NH:I IDX L-i INSTALLATiON DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES ;i - /00 TAPCON CONCRBLOC« ANCHOR' @ 12' D.c. REQUIRED REOUWi.'0. iI r 1/4"0 TAPCON ..Y +taHi' NEx NEAR TEK WOAD !IE/Ig1R �� .ill 1'-}�.:. "- 14.1" HEX HEAD TEN _. 'i': -- _.-___--SCREYt i, ANCHOR • 12' O,C i,yf4' F7lON REIXARED ��I @�y/4• FRW ,.-M 71 ESE OF 1L) 1'} .-.( EDGE0: 1V V N CO �i win.'. lj 1• �1/IY-mlli• 11 .. .._ _.i 1 ', L/.1f➢A'� H I/2 N R oN7� N 1 ` OS PHI PWSL � p-SEPAM7DN i ° S/16i a SEPNUTION - I N/7a"A CL S 10 class 1 ALUMINUM POP pDgilNp�a''� To GLASS. I IW POP LSSSrN6-�x C/�11 f _. f,�\ p� MVET G1AS5 ; i �.1 , 1 aY a 161 INXIS xAn. 1 i I MAX, V.•• ... _-Y.. I MAN. ... .. _ _ .i. _ -. -. _ ( PANEL LENGTH R a a, ads,x i - - - _. I PANEL .EMCTM III R � R0 l 1 I 10 GLiASs. 1 t "q`-SEPARATOt,_... � _..: TPIL" REN sIME q TO GLASS. 'l' _ OF p j _.1 4Ma5C11EMOF 'Ic 1 a E.D Eo /2 C' r -, 1/40 TAPCON ANS.l1OR L`'': IE o 1x• ac. i j4Y TMOON YNP RODO ANCHOR a 12 D.C. ! CONCRETE BLOCK �. __ _ ; •. 1. _ �__ S .-R[otAxEr/ �y/������ yyEE�mE/ P1Ny1�Tr�Al�/.�-. REQUIRED WALL ING il4Efii 9�A1Y7iaJJi71L SECTION EZi SCALE 3/8-1" SCALE 3/8-l' ulaouNwrN, 1- R A ''�CENff'•.% FLORIDA BUILDING CODE Non MI h Velocity #.�A JIMrrleone Zone) IwieS * MIN. PANEL LENGTH i 0.441 atom Thro 9c I.P SWILL SE 2'-6' 3 •; t 24 GALE GALVANIZED STEEL STORY PANEL MINIMm. 1 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN # * �.- PRESSURE RATING +/- 40.0 P,91. AND 6'-0• MAX STATE 0 �2 PANEL LENGTH. x �1'. - - IL E C O AMC GLOM PROTECTION PRODUCTS, t1C. oTmIC. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD =S OA:. flOF1D A AM. MINI S. sit S!"M s. a LNPr«mS n a,w o"r• 2 1u1• MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC h 5.... ••fLN �••�a.-a 20-175 �P'+„m�-'°1°: Omt m.,al wore (NL41pH-16.s. fQNAL DENSITY OF 0.55 OR EOUAL. -.� rNllllRa /%W"tWIE/➢ n swTER TtY,.. RE ,P-,q .167 a141 Ls m IX �ALL AMERICAN SHUTTERS AND GLASS I 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH VNUMIT'ED (PERP, TO PANELSPAN) TOP MOUNT (CONN - TYP. TYPE AS "'D) SECTION OTW0 STITCH BOLTS WITH VIA HERED WENi+r1UTS FASTENED 0 OVERLAP-5 @ NBDSPAN (USE +• APPROPRIATE SPAN TABU Rip Plitinl Lnelr � ( 1 'g BOTTOM MWM (CONNTYFE REQ73) � r` MAY BE AT ILBOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N T S. ELEVATION TOP MOUNT ECONN TYP (SPAR ABOVE BOTTOM Y{ (CONN TY rEq�y AS tREO'D) "LO' Ec -00S01UCTION §D ILOCATION MAY VARY) Itj 9F a � TOP M(X1M 1lnn YYL M:QNN'(YPE A5 REQ'D) IN OM70M MOUNT (wnN LmeX (SPAN BELOW TVPE AS REQ'D) OBSTRUC77(X•!) PANELS MAYBE NOTCHED AS REQUIRED, OPTIONAL)<I'•-2D STITCH BOLTS WITH-WASMERED PROVIDED THAT CONNECTIONS AND ANCHORS ARE USED WMTGH SAT14F7 yIENGNAJTS FASTENED @ SPANS ABOVE B BELOW 005i9U11 N, OVERLAPS @ M DSPAN (USE 4PFROPRtAlE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 NIS, ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS P T MINIMUM STORM PAN() Sf AM TOP/ FROM GU55 1INH2, WIND ZONE4 e SSENTIAL /AOIInF3 1 I MAXI MUM OESNGN ALLOWABU INSIALUTgN3 )EIS INSTALIATIONSGREAIER PR R ESSU E A 1 So N R,A 1 30' GM E T 30- GM iT1AN ABDVF 0 HAM ABOVE O FSF i 1 I . l / 3O 130AIn -----' b°b,n__ 216T ' ( 3s 130Dm 606ln 21b In /-0O 13610 n_ 60b in _ IB In _ _ / 50 L4D.aM 6U61n 3.16 Hn / II 1)661n _ 606m 1i5 u1 .__E3 2 _ _ SPAN SCHEDULE NOTE5: 1. ENTER SPAN SCHEDULES WITH NEGATIVE l P FASTENER DETERM OAMB AUMLOWABLE STORM PANEL DETERMINE MAXIMUM ALLOWABLE SrOPN PANEi SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. -PANR FASTENERS ARE STUDS USED IN C CTION WITH ALL MOUNTING EXTRUSIONS P-TR+ (•F"-TkAEL, STUDDED ANQE, ETCB USE VALUES O,C. PANEL FASTENER SPACING TABLE VALUES FOR ALL'H"- AND'U'-HEADERS (INCLUDING BUILD OUT CONDITIONS). 3. LINEAR INTERPOLATION BETWUN LOADS IS ACCEPTABLE, CTNERWI5E USE NEXT HIGHER LOAD. 1. ENTER SPAN SCHEDULE MTN POSITIVE DESIGN LOAD TO DE7@tMME MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NiXT HIGHER LOAD. 3, FOR INSTALLATIONSOUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL OUTS FACILITIES IN ASTM WIND ZONES t THROWN 3. THE CUSS SEPARATION SCHEDULE IS NOT REQLIIR® AND NO MINIMUM SEPARATION FROM THE MLOTECTED OPENING R IRED. „` /PKDta 1PO4• ° 3 `" _ •�- MAXIMUM ALLOWABLE s;a L°nnN DESIGN PRESSURES: L ;_01 f3s➢R T¢tO.9. I*$1 : A5 NDT®IN (DESIGN DESIGN NOTES: I SCHEENULES a POSITIVE N'ID NEGATIVE DESIGN PRESSURES CAI-Cl1LATED 1~ii xi z SMELL EE DETERMINED PER FOR USE WITNNH�� n pTTGHASYSTEM SEPy�q gNr CODING LION ACpC�OpRDD WITHNICE .NTHE ') . Sit it ' I faETERMINFD IN A Me AOICERE YV(TH ag 7 AMD GfAIMt � 1609 OF TTNHE FLOWOA BUNDING E SHALL BE LESS THAN o "2: '.p9 OR EEQQUAL TT60 THE EORM TWE DESIGN PRGSSURE CADAQTT VAL ES LISTED HEREIN FOR ANY ASSEMBLY ASSN <H Y GENERAL NOTES; aTHtb 9PECIRCATION HAS BE&1 DE9lTGNED AND SH&U- E FMRICATED IN VCCORDANCEWIT I TH aOYLItI.- OF THE FLORigRWUIIDIaG C'ODF SEVENTH SDITIOM {{. R LLS6 imi" FND ODTSfOE OFHAMZ OF31 Yr OW b D rA6201. 2ru AND 303 TPROTOCOLS CO"INACIgL SHALL IN""'n' ATE WD CONFORFPI1 TO ALL LOCAL SUILDa1G CODE ANENOMENTB WHICM PM4 IPFLV. DU N CR17t#YTA BEYOND AS WATED HEREIN MAY REQUIRE IDDIIIONAt $ITE6PEC151C SEALED ENGIMEEpRDN 93:1/346tNCRFASF INAUALYABLF 6TRESSHAS BEEN LGEDIN THE IESIGN' OF THI6 6YBTEN. S THE AIKNITEC7(EAGSNEER OF RECORD FDII THE PRO7EC7 0 WPERSTAULTURE WITH WHICH TH35 DCUaN IS USEDSMALL Be RESPONSIBLE It THE THE INTEGRITY OF ALL SUPPORTING GUM TO THIS. DESIGN WHICH G �I waLSEC��RDINATED-0YTHEP@IN1TTiNGCONTRACTOR, SENATE'S EC1F1 'S [ [ ALL 1 iTbSP tL�OLAA��ppgqM��LCO. NROMfN�p tpR/RXG 9N SIlR0.Al1NpU-W TO14 Hf, 4EREiN ONTACTTMSEHOIHEER FORALTERNATE SPANCNtUTAT]Oas AS S� AY bER�O111�0 DETAtL[O MERM IS GENERIC AND DOES NOT PROVIDE INFORNATILOYNS FOR A SPECIFIC SITE, FOR SITE CONDITIONS DDFERENT FROM � w w d = ME CONOE TONG DETAILED HEREIN A LICENSED ENGINEER OR K§GMIPED IRCH(TSCTSHALLRREPARE SITE SPECIFIC DOCUNHNTS FOR USE IN ct § D pW 33wUNCrrON LYITM Tws %NENr 51 OIE5lGNPRESSURESNOTED HOWN ARE BASED ON MAXIMUM TESTED RESSVRlp6ADS�TYELpSDgFyQ 8Y A 1.5 5/FETY FACTOR.5 ..1 �Mp SS srileIL,WE. 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S.9` 12.5' 12.9" , e" , ]" A25' SZ.4' 4_B" 4.3' t2.5' 35.4" S.S' S.p' 6.2T' IL4'• 4.7' 4.0• 6.25- 12. 47" 4A` t2-5' 14.r SY 4T' Kid 12r 47 ,- 625' 22:3" 4.r' 40- &ZS' 12.3' 47" 40' aTS' 12 T" 9.7" 4.0' 523" SZ3' 4.7" '1. ANCHOR NOTES: 1 ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, GUT ONLY PROVIDES XIM MAXIMUM ALLOWABLE ANCHOR SPACING, MAUM ALLOWABLE SPAN5 AND 1".tPJFIS INDICATED IN SPAN SCHEDULE SHILL APPLY, 2 ENTER. ANCHOR SCHEDULE BASED CN PANEL FASTENER SPACING, THE "INTEND STRUCTURE MATEiUAI„ 11ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LONG ON SMATTER AND SELECT SPAN GREATER THAN OR EQUAL TO SMUTTERSPAN,SELECT CCNNWTIONTYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR.IDENI7FIGTION OF ODPNECt 10N TYPEI• 3. `PANEL FASTENERS° ARE S7UD5115ED }N LY1W IlNCT10N WITH AtL MOUNTING EX7RUS10N5 T•-T STUDDED ANGLE ETC USE 6.25` O.0 PANEL FASTENERSPAC3NG TABLE VALUES FOR ( ) RAIX, RLL"H"-AND "U'-HlE1ACEBS INCIURONG BUSLbDUT CONDITIONS) N5 A ANCHORS, SHALL BE IN57ALLD IN ACCORDANCE WITH MANUFACTURERS' RE[DMMEN04TtON5 S HOLLOW DWXX HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCk. 6 Nffi+DMUH EMBEDMENT SHALL BE NOT®!N ANCHOR ' E6ULE, BEDM AS S01 7 N/@DMUN t34BEDMBHT I1ND FOGS ❑44TANCE EXCLUDES 5TUClXI, FORM, IX3710(, AND OTHBi WALL FlN15HE5 WALL FlNISNFS Si.MW1 BE UABTED TD 4)4• MRX OR SHRLL BE yEAIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. a, CONCRETE ANCHORS NCrrIiD HEREIN SHALL BE EMBEDDED TO UN-CRAMD CONCRETE ONLY. 9, WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY T FASTENERS ARE INTOA A FRAMING EM8 MDT PLYWOOD. FASTMIPIG E P THAT FAST TE WOOD E PIE M IRO, TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECE, 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD (Y' EDGE DISTANCE IS ACCEPTABLE FOR WOOD A FRAMINGI. WOOD$IUD SHALL 'SOUrMM PINE'G-O.SS OR GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR H9( HEAD. 1 L. REMOVABLE ANCHORS ARE DEWALT PANELMATE ALL -POINTS SC U:7-Si B BRASS BUSHING L2. A]ACH[NE 9J1EW5 SHA HAVE i)i'MINIMUM ENGAGEMENT OF THHCi4D3INTO THE BASE 13 MI AND MAY HAVE EITHER A PAN HFADI TRILSS LU I DR WAFER H6A0 (SPDEWALX BOLT) U.N:O. l4. 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