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Home My WebLink About6482 Beverly Hills Dr17, J m 00 00 LO L0 iy rn .�Q Q J co zo O t m i� N L0 L0 CS con 0 N O J M CS 0 i L. o- C7 rn c 3 (Q a E v E 0 z C C c co M 0 U c U C., .0 a_ CL J t N 0 d v a 0 a N N LO U c tZ m v cn E , :_k` F _;3 VD v>l v o 2 202Z ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd, Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookSheif FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block OB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v, Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WOW, HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME -WALK REVISIONS 01-04-18 3.0 2017 FBC UPDATES 08-23-19 3.1 ENG. REVIEW FOR 150-C MPH 12-19-20 4.0 FBC 2020 CODE UPDATE 11-29-21 5.0 ADDED ELEV KLM PER C.M. Im E INI N/�RB� 2889 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FIRST FLOOR PLAN 1 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS__ 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 MAIN ROOF PLAN 6 FOUNDATION PLAN MONO 7 FLOOR/ROOF FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS- S4 DETAILS S5 DETAILS _--------------- S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.2 PA1.3 PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS, SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. _ 0 o J Qh C cc ; V M N LA_ X y C � �o •y.b N S CN G N t QJ GtY 3 3 yc > _.ram..' • a' ��'.. y a' =o CL o ;o. v _ o ice' VIft f✓ E •°r c7 ; j^ o IS9 LAI ew�y.� (11f till'1110, 1" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 0 g o a) co N_ °' �Oyp� Q r/n M v # W C u- V -J W JLL� a Lu Z — o o- _ m c 13 (0 N (p 0 W = �2pjO' m w Z N N Z Q J I IL Z �v U � W ❑❑ fh rim z C14 M o � co z o Q Q J a N Z � �1T Cn LL V M �'!irr��V U OLU to c y �N U J Nook E wigLL! a N U) S 0 ® 0 o W M za Z Z L E 6>a F 0 Wo z Z® Da H R� O Q so 0 K O 55 L a ti0 q 2 .00 Q q W Z � W ro CnY " U 'm m p 01 Z a�i J ¢ aW g Z d 1012 oa go CL LL a �W W >, ao oz �- 3 CD<< (� 0 To IIIII� cCDo � w zzl¢ $� U �S .0 O J > L ui m Q�a) 0 F— L T co M T N o �M-- iW V J m L0 4-J 4_J 0) O �I N 00 04 00 CN Q r ai T M o N T iN L Z Z E Nt ry f`p r= cc a- E U � Q p JOB NO: 22-06463 SCALE : AS NOTED SHEET NO. C S r 3 m rn 00 cV v 0 Q cV 0 I m 00 00 cV v c� Q N 0 I v c 0 .o �C Q N O 0 x N r7 4 to 0 cl N a a 0 U J i N 0 Zz N 0 0 0 a N N M Ln 43 Q m 3 s, c2 T AC PAD AC PAD I OB � LO N PATIO O � C7 co LID �/ TYP @ 2 STORY _ U) N 0 Lu I ��C 00 FA I LY R M 8' 8" FLAT CLG. CARPET I 16-42° A 33 O 25-SH 26-32" 1 2868 r� \ Cl) 1' I I- V IY LL I 0 zo OWN E 'S SU ITE 8'-8" LAT CLG. C RPET 0 I N I o I . .. .. 10 A N 5 SH 16" DEEP LINEN 1112068 E.F. J @ 2 STORY 10Lu > OPT. REF. 10 O -------^ ------------- 16" DEEP ILL Q 24 24 Ill 24 24 L? 39 - 0 bNl w I IW lz io 11'- 1" ! I `t i 4'. 0 12'-44" 1=, c r FLEX I I 1'4" 10'-1 ' 'r' 8'-8" FLAT CLG. 6 O -- I CARPET N 1 - r- -- =-1:iN 5-SH ilI D.W. N i ,- 0 16" DEEP I ffl I 7- O I 1f a I 1 < 1 CAFE � I f � � I O I I C NOTE: FINISHED I I 8'-8" FLAT CLG. f ■ I HU C0 WALLS TO BE FLUSH, f I e I Q VERIFY IN FIELD. FLR. G.T. CARPET I Cr - CN IL N - J f �_ I --------- -1 . , t_ HDR AT 74" (3) 2X8 #2 SPF W/ Q i 0 LOW WALL OR cb 4, I ENTRY w/ DTT2Z @BASE � m I RAINING PER SPEC. ��0 i- 3068 d 3'-111 19' 4�" 8'-8" FLAT CLG. AFF 4'-0" 5'-8" 3'-4" 3' z OA IN Q 1 I- Z-6" I- rn FLR. G.T. I 8'-8" LaT LG. IN o 2- � N G 3 - - - 16 2868 83 Q _ _ _ 15 - G� C 00 CC S3 5 5-- -- 14 - - - - N S3 D2 6_____ - - - - - - -- -- LAUN. _ - •7 _ f 113_ (NOTE: FINISHEDI I WALLS TO BE LUSH. I I 8'-8" FLAT CLG - 12 ;- EDGE OF SLAB 2" TILE P i3----- 1111 --- a, BEYOND WALL VERIFY IN FIELD. I I N WIRE - HAN�(�N BOX 10 I 1 1 :� i SHELF @ 36" A.F.F. +42" SLOPING I I I TILE Au 1 1 DRYER VENT THRU WALL HALF WALL I I I I �PT. D 3) 2X4 2 SPF W/ K I F' I I T II"_' I DTT2Z BASE S3 2 CAR GARAGE 1 FLR. G.T. R&S 8'-8" FLAT CLG. AFF I li I I �N - - - - - - - - - --I O� I I °3 I 0 PLUMBING LINE TO = 1lII 1III 11I ¢ o SECOND FLOOR o O I> 1m 2668 W I 1 1T > I 1 Icr ._8,- ILE 1 I 1 o i l 10 0 1 1 10 _ 7'_7" 10 21'-42' I I I �� O I BUILDER TO PROVIDE 1 TYP @ ( 1z C. I2' 6" APPLIANCE PROTECTION I GARAGE I I� w! W. I. I WHEN REQUIRED PER FBC I OPENING I I 1 36" X 60" od 8'-8" FLAT CLG. I I I ----C-AR-P-E-T --J O SHOWER VERIFY LOCATION O W1_? ELECTRICAL PANEL FIBERGLASS SURROUND III I SK4 1II I1I 1I1 NL--_'----- - - - - - a R&S7R�� 7771777mi I I I I I I I I I I I 101 I.Li I 1 1-1 1101 1111-7111 IN I I I I I I I I III I I ' J 1 TYP @ 2 VERIFY METER H•63'4" S6 STORY LOCATION WITH BUILDER 56'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 (2) - 1 3/4" X 91/4" H6 LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 71/4" LVL 2,0E Fb=2950 (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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X381 184X37i S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 18JX714 S.H. 11-12 27114X26 26X25J S.H. 1H3 271/4X38-a 26x371 S.N. 11-14 27JX50J 26x50 S.H. 11-15 271X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 Z X 50 S.H. 25 37 4 X 63 36 J X 62 112 S.H. 26 37-aX72 36JX711/2 S,H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H, 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 i 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 71 J 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 112" 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. OPENING PRESSURES ENCLOSED - EXPOSURE"C" (A +29.7 / -32.2 �B +29.7 / -39.7 QC +28.3 / -30.8 O +28.3 / -37.0 DE +26.6 / -29.1 +26.6 / -33.5 GO SEE SN SHEET HC� 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 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11B111 FIRST FLOOR LIVING 1793 SECOND FLOOR LIVING 1109 LIVING TOTAL 2902 GARAGE 437 ENTRY 13 TOTAL AREA 3352 PATIO 24 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 ELEV-B1 EXT FRAME 2 x R-1KRAFT FACED FIRST FLOOR PLAN CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION �R-11/R-13 KRAFT FACED SCALE: Y4rr=1 r-0rr (GARAGE / LIVING) ' o > W' aa. C C4.' C.� Cy o vk w coo y N m o = Q t n) s N Q C. E � o a L 0 Rp 0 '70 q y 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. o0 co E 8 ® 0)v 0 cc r- _�� N O � . ti a � u- C: _ J JLLLL LL u; 13t7CL Z02-0) -�_°' =So �_ o X c�'M L�. L IL CN Z 4 J Co Cl) OU U Z L) W 1313 V M � z N 0 z N z � � Q 7t_13 N^ , M � a (7 W 0 Um O ID V) w o r~ w N U � M1 - - E L 8 61 � c 0 Q N 0 o w Mz M p ZZZ Q ce Q E ECU O Wz aR Z0 ❑a 0 o E CV i ao coo ¢o a t� ry � y m� 0 0, z c J 0< Nm <z gz Cn N C1 o a0 Nz v cow <0 OE 1k � z a _� ~ MJa C=> CD w > 0 rf oQ °3 �o 0 = ` > L6 J Lf LO rn 4` .-••. Q cCU co m r- ;.d 0') �I N C3� 00 S� o Ln N Q N (D m w � T T M Lj o Z z h c d E U � Q p 1 _J JOB NO: 22-06463 SCALE : AS NOTED SHEET NO. 1.0 1 : T T-r_7_T T- -1 __ - 3 m 00 N L0 LO Iv c cn 0 J M CO 0 0 I N m 00 00 w cV LO IU Cr C co 0 0 rM co O I N t 2 0 v N O i v c "L Q E E 0 x s_ 0 c c J LZ 0 U 0 0 UI v -o i o= 0 0 J N N v 0 0 a N N ZZ LO Q m r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I I I I I I I r SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS RI @ END OF LANDING BELOW HDR. BEAM. - STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING (2) 2x HDR. REQ'D @ END OF LANDING FOR STRINGERS TO CONNECTTO PLY SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR 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 n �1 TYP @ 2 STORY W U Z Q tr Q W U �I THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. STAIR SECTION SCALE: 1 /2"=1'-0" SIN SIN CONT. HANDRAIL RETURN TO WALL DETAIL(:A) SCALE: NTS STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS wl 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and anv soffits protected on the enclosed side with 1/2-inch avpsum board. 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/ 112" 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 14()( PF-V 10 1 20 (;AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 J S. H. 13 20X38J 184X37iq S.H. 14 20 X 501 18 1 X 50 S. H. 15 20 X 63 18 X 62 4 S. H. 16 20 X 72 18 X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 # S.H. 1H3 271/4X38J 26x371 S.H. 1H4 271X50J 26x50 S.H. 1 H 5 27 J X 63 26 X 62 112 S. H. 1116 27JX72 26X71112 S.H. 22 37JX26 364X251/2 S.H. 23 37 J X 38 J 36 7 X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S. H. 25 37 J X 63 3612 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 4 S. H. 33 54 X 38 J 52 4 X 37 i S. H. 34 54 X 501 52 J X 50 S. H. 35 54 X 63 52 J X 62 J S. H. 36 54 X 72 52 4 X 71 J 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. OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 ® +29.7 / -39.7 © +28.3 / -30.8 K r +28.3 / -37.0 EE +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET SEE SN SHEET 140 MPHAW6jjW NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND Ilillllllllllilliillillilli-lip TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLYAND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11B111 FIRST FLOOR LIVING 1793 SECOND FLOOR LIVING 1109 LIVING TOTAL 2902 GARAGE 437 ENTRY 13 TOTAL AREA 3352 PATIO 24 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 SECOND PLAN - EXT FRAME 2 x 6 R-1KRAFT FACED FLOOR ELEV-13 CONDITIONED CEILING RBN (INSTALLLL 3 BAFFELSFELS AT AT EAVE) GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: Y4"=1 r-0" (GARAGE / LIVING) i c` 'o 0 C2 d C2 IJJ C= rs �mx, _y Cc y CB i0 -4 r N --Cw__� N 2 C • E c o „a m u cc,-; m W .too i N%W1cta,� pi`�¢��ce �rio � �{N, �e A S E rq o g. 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. M W v E 0 8 a co CDC7 S N r o20 °' N M v 'b LL Q J LL W t' _J w ° Z m C: co W '02C*"� 0 W C, 00 w . IL Z ° NZ a J N OU W 1113 Z N M o S z (0 c, z o � Q J - t N M U) o +, LL zu � U Oft O o N C) w ,- E ulElk C) a -C N 0 o �p M w M M �¢ O Z J Q EE zo 0o � T a� z® o" tz OU r..- O x U a� az 0 UO p 0< wz CV f U K >r d❑ mg Y o OZ Cn �� aw �Z 0 v 3 Q �w 0< LL zo a �w W <s ao =G r- � Jz �F o coa w� �O Ova ct z< > Lo LO LO rn Q is EL F- r 1. 11 co T N Y r U 0 o V im Co LO Cy) I .Q N 00 O LO N Q N r Z T j T iii LO Z E d.cc c c a E ui U Q p JOB NO: 22-06463 SCALE : AS NOTED SHEET NO. 1.1 rn 3 _ 00 coo N LO 0 t� N J cr')0 CAD O J m co 00 00 LO `v C Cr O N d J f LC.' L0 C� tl Q N v a E 1^ 0 v c c J y 0 E2 E vl CL y 0 i 0 0 J 0 tZ Cl- 0 CV pN N M 15 0 Q v cn MIRROR \\ O r 60 X VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / U) w MEDICINE q CABINET 00 0 U- ¢ O CLL � co C14co coM 90 0 LL - z to S LoLO CLO r 4CN - 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER HOLDER CL �- - 0 CN FIN. FLR. O N BATH 2 KITCHEN ISLAND KITCHEN KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD � Z SINGLE TOWEL BAR IN ROD TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL SHWR. o VALVES w o 00 = ' C° SOAP - ca C7 00 DISH U ' o r LO o `O o 1 _ 1 L M M to TUB BATHROOMS. SHOWERS AND TUBS CLOSETS / LAUNDRY 42" H UPPER CABINETS 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30" H BASE 0 00 LL LO a C° 0 2x T >- Ln 00 FRAMING ' 1 1 1 /2" GYP c? BOARD — FIN. FLR. SHELVING 2x P.T. 1'-211 CABINETS =1N C) O O 1 CV N FIN. FLR. INTERIOR ELEVATIONS III ILE PLATE ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILSI SCALE: ,a„ 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER HOLDER CL �- - 0 CN FIN. FLR. O N BATH 2 KITCHEN ISLAND KITCHEN KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD � Z SINGLE TOWEL BAR IN ROD TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL SHWR. o VALVES w o 00 = ' C° SOAP - ca C7 00 DISH U ' o r LO o `O o 1 _ 1 L M M to TUB BATHROOMS. SHOWERS AND TUBS CLOSETS / LAUNDRY 42" H UPPER CABINETS 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30" H BASE 0 00 LL LO a C° 0 2x T >- Ln 00 FRAMING ' 1 1 1 /2" GYP c? BOARD — FIN. FLR. SHELVING 2x P.T. 1'-211 CABINETS =1N C) O O 1 CV N FIN. FLR. INTERIOR ELEVATIONS III ILE PLATE ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILSI SCALE: ,a„ e4%j c®e F-- d -® � W m zy N io d y .c cr- u v, Ri J °.'•� � F L 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. _ N W d• � Q� o 8 O N o N i•- ® QO N cV m M r,a `80 x M M V 2 4k L� N s � LL W 0 ,n J Ll. 'L d = ma � l 17 i.l.:.l 3 v S 00 rn 00 ao N Ln v t v cn J rh �P fD m N L O N O N J co 4.0 cl- G CI 4 i a E y E S v J y ti -O 0 .o a a 0 ♦U J LZ N LO L 0 0 a N N O LO 45 Q m Cn M• N SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS F1 12 5� 8'-0" RIDGE VENT 12 �5 1" x 4" SMOOTH TEXTURED L F4 TRIM / BAND — F1 6" FASCIA (TYP) T.O.P. HDR HGT. 1.----------- ----- -- 1. F12 I • 1 x 12" SMOOTH TEXTURED �.EXTERIOR PLASTER ON MEN ME MEMO "ENE ME TRIM /��FRAME FLASHING FIN. FLR. 1 NEE .- ® -F20 I II lil =TEXTURED FINISH — ■— ':_ ■—CEMENTITIOUS ON I 1 111 M 01 12 5� 6'-0" RIDGE VENT 12 ----,j5 FRONT ELEVATION - 131 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.P. - — — — — — — — — — HDR HGT. ------ —— — — — — — — — — — — — — — — — — — ----------- 1'-0" F2 10, F1 EXTERIOR PLASTER ON FRAME 2 CJ CJ 5 SH 2nd FIN. FLR. FLASHING T.O.M. ------ ------------------ ---- -------------- -------- -- --- CJ / WEEP HDR HGT. ___ F20 FIN — — - — — — — — — — — — — — — — — — — — 4 RIDGE VENT 4'-0" OFFRIDGE VENT SCALE: 1 /4"=V-0" 12 �5 00 M.- -------------------- --- - ----------------------------10----I----------- 9"1 RIGHT ELEVATION - B1 1 /4"=1'-0" 0 in 1-1/2" THICK NOTE: • W = 1/2 OPENING DIM. • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH/ SAND FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1'-7" V\fiN WI H REV. 09.24.21 'L -a .....C27 W O L ,. C= !Z r c CC U n1 ,,aox el L m - .C, rs ' ,> c a 'tj 0 Yr0 v" •! SC 01 L 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. N v E Q M V o Q00 � co G N � � UjN = � C o # �M� ei � LL W J u- L m� ° Z 0 CLL W C O W fnro W Z L-0 ILNZ a ZN OU W ❑ v M z N M O z M N IR Z o ¢� Q J — N M 0 o ty � 4-1 cn (>3 w m � m V O W O Ly N U W J — — E L y o• rY U) Q Q o N CA W Mm< M o z ILL E o E <� zo u ao wCa X O0 �o z o t cam" < g ¢z a r w U) C Y m0 'LL Cn CL < ova Z 0 a� � z F O WjO W �t zlaF ¢T6' O 2 O i ` > Lo J LOm LO co � r N v n 1 W m L , #, T }1 N 0) N Q T- e-- ai mm (\ T iri lt� d Z Z E d- m ca a. E U -j < p JOB NO: 22-06463 SCALE : AS NOTED SHEET NO, 3.1 —loo 0 M� E 8'-0" RIDGE VENT SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS 12 SPECIFICATIONS 5 T.O.P. EXTERIOR PLASTER ON 12 FRAME 5� FLASHING 2nd FIN. FLR. T.O.M. IT — -- HDR HGT. _ 10 EXTENDED OVERHANG TO BE CENTERED ON DOOR 25 SH FIN FLR_I___ SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED 4' RIDGE VENT PER MANUFACTURERS ------- , — -- SPECIFICATIONS --------------------- 12 zz:7-15 REAR ELEVATION - 131. 6-0" RIDGE VENT T.O.P. HDR HGT. EXTERIOR PLASTER ON FRAME - N h 2nd FIN. FLR. T.O.M. _ — — _ — — HDR HGT. FIN FLR LEFT ELEVATION — 131 : 1 /4"=1'-0)' ri00 00 0 • REV. 09.24.21 cs c`s cv�a > W C �..� �ii; G-�' tnr• =d ` L iV iGCc C.) L 0 `R 11iiiIaiEi; vv Q F t..0l.0 O�ESSIO� �e 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. to h oE a 8 CO,rh N p V O6 C 0 r 0 co N 0 Q aj co V J , C LL ,-) aLLU- 5 a ,n 0 m N_ O O W U0 �pjO' m Z N Z Q J LL L ZN O U � U W ❑ ❑ V M Z N M O Z t, Q � � Q- N n � I N Z � � o i--= Cn LL L.tJ � a m V — g 0 ,, g In a � c w E t0 8 x°r i, U 5 0 Q N O O w M Cl)j ¢ Z Z¢ ® E o w� z oa CU 04 �� O E Nwoo a z ¢a a z L Cn S_ Zz p Y U m0 O 01 Z N H �z y O O Q ii u N w WD_ U ire oz x� =� O O w¢ �o a 003 V zi< 2O 0 = LO J L / LO rA cc cc Q co � r N C Y U M_ W m ^ ' L J +J N 0-) 00 O Ln N Q r r E m M o T— � a Z Z y E N C ccE Cl- O 'O cc 0 ¢ o C a) JOB NO: 22-06463 SCALE : AS NOTED SHEET NO. 3.2 i; I Stt 1. :Oe_aa 1, , kj - Ti 1 - VARIES 1'-10" 12' CAP r CAP f2" *NOTE: 1" RADIUS iv FOAM TO BE USED N ONLY WHEN - 1/2" RADIUS M CO 2" REQUIRED BY r _`IN 3 1/2" RADIUS COMMUNITY � cv 3/4" RADIUS 4 1 -54 - SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 1" 1" +• BUILT W/ STUCCO. 1/2" RADIUS 1" 4" VARIES EDGE OF Ma��l VARIES 1 ico OPENING 1'-4' f _ co _ VARIES cal o = 22 ill „ 1'-4" Q °.' cz 12 VARIES 1 111 +v 1 1/2" RADIUS All, 2" � 2u u d 4° 2 1/2" RADIUS = ro `"o 34'ri 4 in E N r'av - CD to ®' M� N Mil *=1�V Op M C° "v 1 31„ 1 31,1 iv VARIES 12 2 11' 2 r 1 ,=N 31, 2„ 2, 1, BASE � BASE r le3,1 311 1,_8" r 11, ill a a 4' cV • O N 12" o *NOTE: VARIES 8' 2" FOAM TO BE USED 3„ ONLY WHEN is REQUIRED BY 1'-6" COMMUNITY 1" rN SPECS. IF NOT, 1" 1l, 1, OPENING VARIES 2" Oi 41 DETAIL TO BE BUILT W/ STUCCO. EDGE � OPENING 6 m • , c" 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, infonnation and belief, O the structural plans and specifications contained within these N c� drawings comply with the 2020 Florida Building Code - LO 4" 10" -iN Residential 7th Edition. Engineer's signature and seal is only for LO the structural engineering portions of the drawing pages bearing c101, 6„ M Engineer's signature and seal, cn �4" N w it W .M� o = O N 0 -Iv C� c0 00 dt � M v m Zo C> +L � N CO 4 6" � r~ o 11, - 21, 411 3„ 211 21' iv Q Q ^ri Z co - 2 iN ,n M Z J m > > Z OU Q a, W ❑ ❑ 00 Lo 1-1/2" THICK 32' 21„ z o M 0 4 _ g Q N � M � o Q o"iv 2'-4" 5z' 1'-5" 52 ^ — P1 L ! z N 54" 1 -4" 3' - � C C\l0 N N 4-1 li W C) cn ^ln 2j• (� w LLJ 0 4" 1" 12' VARIES VARIES O 0 N C N 2' N �r rn 1 w m I E ml v N o 8 ✓ NU o' o 13 VARIES VARIES c o 0 Ell Q N 0 4„ 8" 111 �� c w C �� r— co z ¢ Z _ _____ 3.• 6" 4" KEYSTONE F11 0 KEYSTONE F11 �`00 �� Q iv J c i �1 �D OPTIONAL OPTIONAL ® w o z0 w¢ N _ i Qom" CV (V F- x 00 N W ' R, co � 1, 41,1 - 31, o f a s Z o w o 2 4 44,1 cV w o w " az mo E 4" GARAGE DR. OPENING 4" 3 4 T WINDOW OPENING 4" °' _ 0 21 'IN � C ° Y Z F E • INSTALL OVER STONE TYP. , Q F �`) 2 NOTE: � w Z Z o VARIES • LOOK & SMOOTFIN. TO HAVE H AL r; <o =r N� • FOAM/EPS MATERIAL IS ; 5 • ACCEPTED rn o w? ;0 J N CD a 01 NOTE: ¢ o •FIN. TO HAVE TRADITIONAL LOOK & � g 1 .� 2'-1" Q C� v SMOOTH FINISH 14' 1'"64" 14 12 -- J 0 f2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-1 54" > Ln 6 j T-8" T' 4" T-0" 4" Q 1,1 101, 1,-4„ 101, co CV 1 N N r � o r.� LO 00 o 'Q6a I N 0 N LO N 00 N T CV Q T . . t\ o o eo o vM LID �`'4 N PQ. d U -j Q p 1" " 770" 111 JOB NO: 22-06463 1„ � 12 SCALE : AS NOTED =� N SHEET NO. GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM < o • POLYCOAT (HARD COAT) F1 • ACRYLIC SAND FINISH C/) Eli ij I M 3 m rn 00 N LOU') W v cn C' J CEO O I N i J m rn 1p N LO v C GO Q J to to 0 I Lo LO r cnrr O c i a N d E H E 0 v c J y v 8 i U a� 'o a i a 0 0 J a� Q L h3 a 0 d CV N N LO Cn a m 0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. UNDERGROUND ID1s SERVICE BY POWER CO.----_ INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 150Af200A INDOOR PANEL CENTER rl V --10 # 14 to lights & outlets R III NEMA 1 00 #12 to appliances and GFI I 150 AMP/ 200 AMP 10 #10 to WH 01 #8 to Range CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. oHVAC 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 I. 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 ?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 O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 4 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) i a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER owl_ ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT vr—mir T IVIC 1 CrS LOCATION WITH BUILDER PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER MAIN FLOOR ELECTRICAL PLAN - ELEV-131 SCALE: Y4"=1'-0" t�-- d � W C ., .. `. �.�n N .�. C.. CU C_ZZ In ..N C= cc CV OD N L tj d > ,co N >� E o. ,o N N O N M C.L7 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. N a V W3 0 0 C� 0 C 04 r co al oo �i W cn t— 0L0 ni M 0 2S2SZ � LL 0_1 uj 5 LL LL 5 0- V Z 0 CLL J marn n. L w � W > Co O r` W cn I m w (V Z Q Z N OC6 00 W ❑❑ z N � a g � o Q co — N M V) z a � o L1 T' 1 Cn W � U CD O—� W S V170 A (J cm W ry J !— — E i _ w • ¢ N O> o M �w Cl)LL ¢ Z E zo o° a� z� C �� oa ca O¢ _° 01 01 OE N N t az ao ¢ aZ ¢� L ro C ❑ ZO '_2 O� Y U m Z Z J m < ¢w Z z rn m o< 50 [) a �w W w ¢o 'aLL r= �3 3: Q Y K = Mj � o� ZI4TU O� �i 0 C O i > Ln LOLID cc Q 0 0— j N Cr r Y 0 o N m m Ln 4—+ f� �I N 00 .Q O LO N r t— (D Z M o m j T iri LO Z Z E d- m E iii c d (� J Q J JOB NO: 22-06463 SCALE : AS NOTED SHEET NO. 4.0 nln��I�®mi�u �nlnmr�nm�mleimll��Imr�l.mm�la rnowr.w tT 3 m rn 00 c'V L0 v o- 0 N J M U I m N LO L 4 7 0 Z2 cmo J t`7 CD 0 1 to L Q C to :Q9 Q 6, c Q N Np 4 E y E x c 9 W LF- E 0 U I U 0 a i a a U L. LO 0 0 a N NLO 0 a m crvi ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP o lights & ouAets D appliances and GFI )WH Range HVAC METER II MO U s0=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 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 ?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 Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) f-[B]P PUSH BUTTON SWITCH (OPTIONAL) i9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER _a ELECTRIC PANEL _I DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT r------------ ------------------------------- I I I . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — UPPER FLOOR ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" C ® 7 W O a �,o '+tn � _t'V L � c CD c c5 ,rE. �o L 0 N N 0 N M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. MM N W Q 0 E co 8 U O o rn OnW 0 � �COS �rNia�2 � V% Q 0Z25s C J 5 J 10- LL 55 # LL It-w a a L f0 V 00 W��pjO� o Z U U U) Z m w- d cN,� OU t— 00 ZN W 1710 N M O c) z m z o a ¢ v J r, U0 z 0 N W U 0 w o V) C �N � a CCJ '— U c w low F— J E t0 O =� U o y ° o C.0 w M M w p Z Z < (OE E o Z. �0<� O LL a Z® o a fd xo UO p 0 ¢ ZN 0 E ao 40 az ¢W L M C �o Zz z OY U WmW F O O z Z Z C � J N m F Q W (� N z < Z Z o N C 555 oa LL a � W WQ. w 0 WF �O a x 0. °3 C:) Lo ' L / m Q 0 � � T j r N � Y Y T_ o \V� W m Li/ }j 4-1 0) �I N 0) 00 p LO 00 CV Q N T hi T CM o m � T y LO Z Z E y m c a U Q p JOB NO: 22-06463 SCALE : AS NOTED SHEET N0. 4.1 an -n m 00 00 C1t to tc7 ax to v` v rn 0 Np J to CD O I m rn rA ry N L0 tf ) L v 7 0 Q N J M CD Q CV L 2 Cr C r 0 C 3 H Q N N d E F� d 0 x O C C J N Li to 0 U C.) / i U a 0 J L.� N O Lo 45 v 0 0 a CV CV O S 17 m v cn Z W X OW (Do 0Y ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQINof Ventilators ventilation soffit ventilation vented be provided Ventilation . . Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 4 4 1 2 0 1 0.0 0.0 0.0 (Zone 1) Upper 4.0 2.0 Floor 1080 1037 148 518 37 259 336.0 (Zone 2) 60.0 276.0 Upper 20.0 0.0 Floor 1172 1125 161 563 40 281 300.0 1 300.0 1 0.0 (Zone 3) 1 1 1 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ZONE-1 ATTIC SPACE 4 SQ. FT. ROOF PLAN - ELEV-B1 SCALE: %4"=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ, IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SO. IN, OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) cv ® w io S W ci aaE" cv c C t4 C 7 N N {6 CA i o d J_-N A Y N cc V Cc cr +� 4) Cc CL H E . C tc o n. L CD 0�J11/ J Q� suj C) • 'ter q ••....•,• "YOfiltlltlllo \`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. NN W 'I' E 0 a 8 0 O _0 CO N N m W N r Lo m f� M O 252S rJi Q C LL -J 5 W J LLIl 5 , LL — . Z ` d Y (6 C 0 q CO 04 i• LIL W��pjO' Z 04 N Z 4 F IL ZN O U 0 aF W ❑ 13 L—a N Mo O O Z pMp WINS Q � Q J n- N N V O 4-1 C—/) LL W y � N U O W O Ly N 'V'^7 v� _R� L RioW I Ill i � o Q o to, N .4 M �W M z o Z LL O z o we of � Y ry ¢ � z® oa I— C xo o¢ 000 O< C:)G [V r6 i d fo Y U �m O Oz z YZ z Co N F o ZZ go W CL U � o � �� w 7 70 O CD w F y a= zIa 0 > L i w / N OI (` ^� H i� r � r N Y � � o N/•� T_ V) L i! �+ V i W Q u l N N r ai M o m Z Z E c c d U _j Q 0 JOB NO: 22-06463 SCALE : AS NOTED SHEET NO. 5.0 C" 3 m 00 ob cV tv t/ 0 Q N 0 GD cD 0 m 00 00 N L0 L0 L v C Cr N J 0 I A L0 0 Cr( 0 49 CI a rn a� E 0 s c rn O U U U GJ C 0 •U J �a N N u7 hi CM Cn a 0 a c� 0 0 Q 0 5 c ■............ �.....l...... �.... ■ ■" "■ ■ ■ !... ...... ...... ..............................■ -----------I------------I-- CC D --- -- -- -------- r ` ^_ _^ _ _ 3-1/2" MIN 3000 PSI CONC. SLAB FOR I HERNANDO COUNTY ONLY 1 U'AOO 23'-3$" I ■ 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 00IT MIL VISQUEEN VAPOR BARRIER CD I j j ``' HVAC CHASE- ( BASED ON r -7 ri I LOCATIONOO-0 : ■ �_____^—; —__ III D.W. 1 } } ...... o� 4t-O" — — — — — — — CJCJ _ —_ ^_— C_JLL O AHU o `^—__ —_ _ — I C J I STUB UP TO c� ( ; ■ : I I I _•• 2ND FLOOR ■ _ KITCHEN III CHASE TO — { _ _ PROVIDE 1 Y2" RECESS ISLAND LOW ISLAND �T ' FOR A/C FJ _ ' I ; _ — FOR SGD. REFER TO WALLS �—____________ ______ — _ ■ ■ N r — — I 8 1'-0" MASON'S SLOPE FOR 0'-0" WIDTH 1 �� I -4" ; .1/c 10'-42' 2-31" I 3�, 9.9j" ■ o N Cs SLOPE I M 2'-6" x 2'-6" x 1'-0" L — TOP OF CONC./ PAVER TO BE 4" io 4" ( S3 1 W/ (3) #5's E.W. 27'-2 ' 7'-7a 1 19'-22 BELOW FIN. FLR. 2'-6" to b) S3 I I PROVIDE Y2' x 9 Y2" SLOPE — — I RECESS FOR FRT. DOOR ■ --, —T :■ i 1 —CJCDr I : ' `r GG ■ tr C'' INDICATES FILLED CELL w/ 3000 PSI I CONC. GROUT FROM FT. TO BEAM W/ I S3 - I S3 ( ( CC S3 I (2) #5 REBAR (1) #5 REBAR VERT ABOVE SLAB TYP I W/O UPLIFT VERTICALS w/ in ' @ ALL PLACES SHOWN HOOKED FTG. • • • • • • • I _ I .. FILLED CELL DOWELS 5" EMBED W/ 25' EXT. j } _ ABOVE SLAB "GRADE 40 STEEL" } I OPT I o0 I PLUMBING LINETO eo A I N I} I FLOOR SECOND I :: SLOPE I I is S3 I OPT. D J '-3 1/2" TYP @ 1 I I f I c�:: I I - - - STORY I } I - _- _. - GG -- oI N _ _ _ _ - -- = - I CJ ° CJ Q - - N N - - - - CJ o 0 I• .: I 15'-64 4'_5a..:. 5 _ :. S3 I zo I C? ' S3 I O op 2 STORY 21 '-2z ' 15'-74 6, 32 If 11 0'-oil I o I I t I I JOO t I O (; : W,H, VERIFY LOCATION ELECTRICAL I ANEL (2) #5 REBAR VERTICALS w/ in FILLED CELL I — — — L; 42 o.... ...............:...... .......N .......... ..mot . .. ...... ........ ■ ■ ■ ■ ■ FOUNDATION PLAN - ELEV-B1 SCALE: %4"=1'-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 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN J W U) CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 45 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 SCALE. 3/4 = 1-0 eoa C N A ® > W M C— CA c cc v N o Vf Oi: Q e fs= • � -_ Y.. cam,; N .iZ c � A. O , ° °AS. a' •.° 1 v Q. h :•s' Q``•�52' r .• �`%ROF E S S\o'o`,,� "/441111111111`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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W E 0 a o v o1'�� 0 °°a, �0 '� N 5 U) o # N O LL Q Cl) JLL C J Ld LL J LL o_ o Z o13 0 0:ern tw9 N 0 W 0 9. m 9 ° Z ° <v Z IL IL ZN OU W ❑ ❑ M z C1 o O '�� z U) ca 0 _ 0 � V 0 c o to �. wa U W J t U 0 y N— U)N Q Y Of • ® Q N o w z U_ E � Qo Q 0 E u mo Z® o0 CIL d� 00 O� o rz a wwN ¢ rd C� zz Z oY m O °, zr Q) m ¢ w N N ¢� oa zz g 0 �W W �" JW X,� CD cio c: w z < a O �O i L / '^ L i N .�� Q IL ^ L_ F— T° co . • r m L / }+ VJI CN 0 04 0 LO N Q N r ui T M T � j o Z cca Z N E d' N E at io m a a U _j Q p JOB NO: 22-06463 SCALE : AS NOTED SHEET NO. 6.0 C" m 00 o°J9 N L0 LO 0 v- 0 N J O I N m 00 N LO IV v O J C00 LO I L8 V cn 0 .a c_ "L a N v a y m E O a y 41 ri E2 E v U 0 a 0 N 0 cm a 0 a 0 a; 0 n a m 0 STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d rF CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ 4 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END 4SEE PLAN_ TRUSS BRG. a —CONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING CO3),CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" ENGINEERED CLADDING WIND PRESSURES ANDOSUUCTIIONS FOR MEAN ROOFOHEIOGHT <T 5 ftND RSH VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH iXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft 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: %s' EXP. 1 (24/s) or %2" EXP. 1 (3�16) TILE: 1Y32" EXP. 1 i33/1s) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS Z. WHERE THE SHEATHING THICKNESS IS GREATER THAN 157 2 SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. (2) TYP. (2) A A A \ TYP @ 2 STORY / N � FT1GE CJ1 C CJ3 d ' N ; (vV 0 Al u CJ5 q Q Q Q Q Q Q �d FTF1 FTF1 '" d 11 LL I~_ UL LL ILL V- W 7 D1 CO3 22 :. D1 X (2 L. P LLI _W 1 ... .... .... .... -r FT8G 0 ............ •• 1rI � 2 D.2 LIJ 00 0 ILL u- UL. U_ W 1 / 5 \ ( D2 FTF10 (2) X FTF7 5_� FC03 0. o) CV LL I- 22 U_ L' CJ5 D1 r CJ3 ' CJ1 11 FT1 GE U U U J S6 TYP @ 2 STORY a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 1 Od x 1 1/2" HTA20 1870 1585 10 -10d x 1 112" 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 R77A 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 1 112" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" 2375 11 - 10d x 1 1/2" G H 10A 1040 1015 18 - 10d x 1 1/2" 1020 1160 9 - 1 Od x 1 1 /2% 8-1 Old H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS hHTT5 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" 5795 518" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 518" 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 - 1 Od 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 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT_ 15 4175 22 -1 Od x (1) 5/8" ATR wl 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 24-1 Od x 1 112" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 11010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-1 Od x 1 1/2" HHCP2 680 570 (20)1 Od 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 +) (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 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. (A) I OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS MAIN FRAMING PLAN - ELEV-B1 SCALE: %4"=V-0" ?4 C* Uas U =o C3 - - c LU . .:1rc 06. LA :IE s j4eSl li Fi lll'r<3a'�i 0, 1��d\\� v4AfN "I'll, e PP > , ( Ul aRO F \ 0Xk \N E S S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E oo co 8 o (0UCq o ® o N m as � r— S CN0 � w N M LL 0- d, -v o 0a Z L LO 0 ' (0 (14 ' W U) CP m w Z � N Z Q J CO Z N O U U W ❑❑ Z N M � O Z � o ISM o Q � J — 0_ � N �V J) Zrr� V 0 O ,W L •J'It�` T V7 p a m U O� w o N c w �N U W J ID CU '5 N Q N 0 o w M M z ¢ O Z L . E C oo iy aF i E ? Z ❑a v3 20 M UO 0 N @ L a <0 wo ¢p w� � ip fn O, m� F 0 0 - J _ �O ¢ w �z � < Og Z g0 2 a �o wa¢ >° o CD 11 a v z° °3 O N Lo LO '^ y!�, ai rn m �-•� Q CC 0 j T N o m 00 LID +, r a--+ �I N a) 00 .� o LO CN Q N r ai m T M � U') o Z Z y E (n `m c a U Q p c JOB NO: 22-06463 SCALE : AS NOTED SHEET NO. 7.0 I -1I 11 T I)- 1 , —T� I I I I I — I I - ; .: I� 1 r 1 Iir. i i , u iAl lxlrti nL I ii �fi IT ii i 11T , c ,ill 1 ENGINEERED CLADDING W NDFPRESSURES AND SUUCTIIONIS GN FOR MEAN ROOFOHEIGHT <_T 5 ftND OWABLE RS H VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH IXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. 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: 3/6"EXP. 1 (2Y16) or1%32" EXP. 1 (33/16) TILE: 19/32" EXP. 1 C1/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %$' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 16/2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. "I /nx [4:12]-[12:12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG, [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 71OG --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA, BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 wl (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" x21/2" 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 wl SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS 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 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 1 12-10d x 1 1/2" HHCP2 680 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19,2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (6) 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 (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW, TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER FX C LYV A DER E SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 SCALE: Y4"=1'-0" L 4e °� a m �w� cc C11pr w y i wow N b� F%;rC i..a 1 � ✓v ��.� � Ash f Uj 6 r cr F- LW �+ SS00 � FR�"6�q 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 ez E 4 0 0$ N p v 0 _�0.00N 0 � co b a q —r u- ui COLL LL 6. ♦� Lu m v o _Z .c t O Z O N CO O W � J Z LO N Z ¢ IL LL Z N O U of 0 V co W 013 _" M V � N M O O Q Q J n N 13 - N Cl) rn 62 U-1 lL V O^ Ly N v C W J all ,— L 8 I z w %) o IX r� U' ID ®tv, NM 14 o co w Cl)� O J E zo g a� Q 0 FCo u wF ~~< z0 o p Oo O E N a¢ o ¢ o ao ¢a d z it W i m Y U m� o 0, Z - J �O 2z �z u> a' w o Z 0 �� Q ao a,� o O wo w r ZI¢TOU C C)i ,O LA LO J '^ L ! ai rn r�LOco i T CN Ir— r r Y o " N m m N .1.1 CD Y .r Q r 04 ai @ 2�1 M r LO o z z N qt a� C0 E d U J Q Q J JOB NO: 22-06463 SCALE : AS NOTED SHEET NO. T1 v+ 3 4� 00 00 cV L0 LO v v- (n 0 Q J M C'S u, co m PO CV Ln L0 =v J to d- N in In Cr( 19 Q O Q N C. E F° O S G J N R Er- CL Cl- y 0 0 i7 N N 15 cV cV O M Lo 45 Q 0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'4' and longer with a nominal height of 8" meet or exceed L1180. 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 �� . 0 Safe vertical load Safe horizontal load T GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F8-1B/1T 8F8-013/1T 8RF6-0B/1T U-�`, O O O O AF14-1B/1T 8RF14-0B/1T 81=16-013/1T 81`16-1131T © O O 8F44 1 B/1 T 8F40 1 B/1 T 8RF400B/1T 81`321B/1T FORM & GROUT SOLID C. 05 8F 12-1 B/1 BAR CONT. T O O O 8F20-0B/1 T ® "V" LINTEL DETAIL SCALE = N.T.S. E K%WM Mo Kamm TYPE DESIGNATION F = FILLED WITH #SREBAR MIN. ATTOP (1) REQ'D ALTERNATE POWERS GROUT /U=UNFILLED E a ° = R RECESSED CLEARSTEEL LINTEL QTY. OF #5 O ° ° REBAR @BOTTOM ° OF LINTEL CAVITY 9 a ° ,M.U. #5 REBAR AT TOP v °° ° MIN. (1) REQ'D 1-1/2" CLEAR 8F16- BM T a z ° a ° n Z GROUT QUANTITY OF tNOMINAL.5 r t0 ° REBAR AT ^ J Q U = - cn w j C.M.U. WIDTH #5 REBAR AT < O BOTTOM of a z Lu F TOP NOMINAL-o LINTEL CAVITY w FO co` Lou Xp � 1 r- Z6 n -BOTTOM o d HEIGHT REINFORCING ¢ ¢ C7 M 7-5/8"ACTUAL PROVIDED IN Z r- p w ui D 8" NOMINAL WIDTH LINTEL ¢ �7 3 No j L, 5 REBAR AT BOTTC (VARIES) w ¢ n0 <i L 4 AS INDICATED MATERIALS 16 GAUGE POWERS cTf pre`castli tels = 3500 psi. STEEL BOXED LINTEL 2. f'c prestressed lintels = 6000 psi. 3. grouted per3/8" aggregate 4. maximum 3!8" aggregate and 8" to 11" slump. Cgat a = 3" to psi 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. Rebar per ASTM A615 Grade 60. 1. Refer to manufacturers s ecifications for installation. p Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting, 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 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 cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION a0 ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL 5'-10" LL O 6'-6" LL O MIN. 17'-4" LL LINTEL PLAN - ELEV-131 SCALE: Y4'=1'-0" N Q i� C c O O W '- o aR o u 4 d ci d y -ef ..+ :N m a m . co` o co G E O `�'�3? tlBlf�g'a, ,` --J -Y„ ICN 0 .� •., • •,. 10FESS%0� �°`i'i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M W E o MN8 0 D O C' D n O co N 7 W N O r- N vi M CD v LL R N J G J w 'i co W o_ Jw� z --o�, a 4 0 C r E X0 7 f 0 N� S W W co 0 Cow � N ¢ LLV LL0 �z N J OU Z co W 130 Z N M 0 0 z (D <t M V) Z v - � � cn U O W g Ln c w (J W J _ E I c `A - 0 Q N 0 I� � W z -J zo � c6 E <� o -0 Z® on H r6 _ CL E-)E x0 U aF �z p 0¢ az N Q) o ¢o �w i '.• (a y m� 0 _J < m w z cn o< z go � v w� Qo a mw �k CD CD CO ¢ ¢ o� 91 o a za 0� 03 =O 0 _ ` Lo J LO LO tT � L r : T N Y � Y m m � 4-0 0*) O N 00 LO 00 N ai m c\M r rri LID o Z Z E co a U -1 q p -J JOB NO: 22-06463 SCALE : AS NOTED SHEET NO. 8.0 rn 3 m 00 N L0 LO 0 C cnCr o [ Q N 0 0 I S m 2 N Ln m tzr 0 I 0 t a N G- E 1.2 ai O 0 tZ rA 41 v 0 U a� 0 a 0 0 0 J a� L� N 0 �i 0 5 a N Ln L 45 0 m v a� 0 rn NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION, ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING, 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3, ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG, PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4, BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL E 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: 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-I-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. 1 y„ 3 4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4,3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4,3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. E RATED STRUCTURAL ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL B APA RA D S UCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv= 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be Installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and back -fill 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 trapps, be forms. Permanent forms be etc., shall made with permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete over U and mortar along the foundation perimeter must be removed be ore exterlorpsol�treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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 9x7 +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 %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. c®e c p C= > W' I® a -,Fz a e� C:)` ch C Cz � N .. 'w.'... U_ G1.. vsr-ce o t o y KL ;N a> �.,o'w¢ a� a� eu ss Q � E cv o ?p�YG�d5513di<}e �� 0 V9W e e� "D t� L,• � spa FE SS%O` 11ttt61i�tt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. VI W 0 E o E, N + CO N Nti Q M V LL C J L, W z0_ J U_ U_ (L _- a L4 -mac 2 o O: � (ON c_o O W ��°' M I IL Z � NZ Q F N Z O i) oa zM � N M O z � � 03 J M a - LL , l T (� •O Cn w w g tJ w 0 p u1 C o 0 ¢ N soo o w M Cl)o .9 z U_w� o_ E 0 o oLL Zo < Z® N V �0 00 rd o o ao <z g� 0 w? N L o ¢ rr � W, can C - C: O °E >Z U) < w �Z § oONE Z 3z LL a �w aLL �w .= millo CZ) WY F zI< a O v U LO L / LO CU �. Q c7 co MCI, r J TT T' r U 0 m LO d--+ 0 0) O �I cV 00 O LO CN Q r r ui E = r cM y j o z Z E cc c d U _j Q p °i JOB NO: 22-06463 SCALE : AS NOTED SHEET NO. SN 3 m 00 co Ln `o �n 0 J CD 0 1 m co 00 V) 0 N J 0 I LO Cr 0 Cn 0 C 0 C E E 0 J en N v 0 vl a i a V LZ N N J? 0 0 5 Q N N in tz m 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAxl-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap / 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAx1-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION N.T.S. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" ¢ - 0 STUB -OUT FOR 1'-0" o ° GAS METER O o b U 0 N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1 U-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. 6A (2)16d TOENAILS 2" X 6" @ 24" O.C. V-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 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 woodpanels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x _ lumber 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 1 /16" details in One 10d box areas=20 of high 64 or=20 sinker lateral load. 1 T nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" /10dl nails at 6" n.c. Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. �" MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD, 90' HOOK BOND BEAM 7� co W a STD. 90° CONT. #5 CONBAR HOOK BAR BOND BEAM STEP SIMPSC w/(22) NAILS T 5/81 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D i COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR �r INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S, 1/8" min.) 2" ma Small gap 2" in. . � 4 max. /71 Clinch nails when possible Tight fit 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearinq Location Series De th End Intermediate O BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d I 3-8d 14" 2-8d 5-8d BCI6000s® BC16500s8 9-112" 11-7/8", 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 2-8d d 2-8d , 6-8d BCI90s® ;113-16d 9�7 3-16d 5-16d 5-16d 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* �When joists meet over wall, provide 1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — I 16 ' A 1f" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" DO NOT CUT HOLES LARGER THAN 1 z" ROUND IN CANTILEVERS. S 1'-l7" I 14' I 1, 2' 1, 2 . 1,-3' 1 -T I I6 -7 1- f 1 "' 2-4" 1 2-9' 3 ' 3-7" Any 16" jd-st 12 1 -C 1-1" 1 2' 1' 2' 1' 3" 1' ' 2-4" 2-11'° 3' 7" 4- ' 44' 5'-�5...: ra (fit}.16 1' 1'- " 1 2' 1'2" 1-7° 2 3-2 3-101, 4 a'7 , 7'E 20 1-a'1_1,.1,2'1,2„2-0" 3- 4`-0" 4-10" S'-11" 0'-11" 7'-11` B'- 24 1' I' 1'-1„ 1'-2 1'-3"' 2 3 4'- S'-101, 7 21 9-411 9-61 101-91 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR E AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange, flange. Web 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 " depth o� I —JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS '4 SEE PLAN FOR--'°• ° . • FOUNDATION INFO a' d STEM FOUNDATION GRADE a r REINF. SEE PLAN / A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THkU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. o 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 r%1P9r 1 /1—r% r1/1 A 1 T1 1r%1 1 rA I TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 4/ 0' SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 7 d G . d 4, a d da G 11=� -III I =1 ° I-1TI=1 I i- d G d ' 1=1 I I- I' a SEE FND. PLN. SIZE & REINF. cil 0 W ,�,w +� `C2 L G ; =m; yr C U_ a s = = ;a �S E' < " t. -` J.. •bs r SS 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. co Q co 8 0 C00 0 � ' 7 � N f0 0)O V 0 N M LL Q C J LL W 0 JLLLL 0- w z 13 2- w - W :0, 24_' mW �L0 CO Z Q LL Z IL Z OU < L)w 060 z N M o 0 Z W N z � � M t.n z 8 o 0 u- 4-J w O g +.n N C) 0 u, 5 — _ E U C o d Q N m ° o z M M �z S z U_ Q E O -1o19 Wo aZN ® oa 9 rd CL 20 o< 00 0� o N � az o < �z �� .��. �- z m �O z J '5 Z5 z v� � o� Z go W d U � U� w a� a NF o o. CDw O Ala a � V zI¢ 00 S' �U) J LOrn O t �i m d � Fes— r T N CT Y T U (n o N m �I N OO o LO CN Q N r r z v; L E qqt a a- E U Q p JOB NO: 22-06463 SCALE : AS NOTED SHEET NO. SN 1 Or, m 00 00 N LO LO v O 0 J zo 0 I m N v V) N M 0 I LO v cn 0 c Q N a E CD In 0 S c r.l.. In 0 a vl may+ U 0 i a 0) N� O LO 0 0 0 a N N LO 45 0 a 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 wl R903.2, BUILDING CODE N COMPONENTS ACCORDANCE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `'' FLORIDADB 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER n ° SHINGLE ROOF, SHINGLES TO a . BE IN ACCORDANCE w/ ASTM II III —III —I m II=II�III=ICI- 1111—II I ° II III=111=III=' r D7158-CLASS G or H, or ASTM I I_) I ��i I=� � • J.=I ��=I � I=1 D3161-CLASS F, IN I, — 12 ACCORDANCE w/ TABLE (TYP.) R905.2.6.1, FLORIDA BUILDING =1� III=III=III= II II=I 1 111 ,III VARIES CODE 7TH EDITION (2020) -1 I �, III�I I �I 11= RESIDENTIAL 8 ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] -ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIFS/4"\ SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS EE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER C0TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 ?law NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO DECO FINISH 4" to 6" GRADE °O � 6MIL VAPOR o0 BARRIER — I ; 4 _ �• 11= COMP. SOIL. ° (COMPACTED TO 95% — I MODIFIED PROCTOR I �TT — ASTM D1557) 3" MIN. CLR. O #5 REBAR CONT. V-4„ (1 STORY) STD. 90 HOOK (SEE U.N.O. N O CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 �" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS I� rO.H.D. RECESS z `IJ I / ^M � I _I. III --ill 11 ME "' e • 4 00 4. e SEE A/S3 OR J/S6 � , FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS �. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 7/1"r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH4,,-2x TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE XEACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROSEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILSU.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.0BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/810 x 10" 'J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS M 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0 0 (ALT: 1/2 x12 TITEN HD @ 24 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. @24"O.C.) 2" x6W1.4xW1.4 ATTACHMENTS 2" 6x6W1.4xW1.4 z 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. WWF OR FIBERMESH a ° „ ELEV. 4-31/2„ -- ° ` a 2x4 CONT. ° A.F.F. p c /�(rin"1/2 (min.)31/2 (min J-n < .)-4 cN 00 GARAGE DEPTH VARIES 312"31-4 _--11�-1 111111 r''T� v a a E4 — T——Ii�TT7 rr— T � 4dr—tiT tir„ (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. GARAGE SLAB AT STEP rB U.N.O. MIN.TYPICAL BEARING WALL MIN.STEP TYPICAL BEARING WALL STEP SHEARWALL(�C� Cc� rc C SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. tax" 60 QG9 10 soc 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c��'� J 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) 1 "x P.T. STUD INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR �, #5 VERT. IN FILLED CELL 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6)1/4"x31/4" TAPCONS 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24 MIN. LAP] SPACE ANCHOR 2X PT PLATE #5 REINFORCING SPACED EVENLY FIBERMESH BAR Z! ENDS 2 M PL AX FROM WWF FIBERMESH N E - w/ (10)10d NAILS CI WEEP SCREED INSTALLED � r v TYP. r 2x P.T. PLATE ._ � PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR Q u - _ p . P GRADE 40 MIN. Fy= 40ksi � GRADE ;, _z #3 & #4 LAP SPLICE a ° D FINISH GRADE 50 [GRADE 60 MIN. Fy= 60ksi] a r° ° o MONO OR STEMWALL c z 0"i — — v , 25" MIN. LAP [30" MIN. LAP] gTTT' I f�'r D ��'I I ITiTI - FOOTING MONO SHOWN _tw _ L — L T FOR CLARITY D D —__ O0 6 MIL VAPOR BARRIER e ° —PLqr—!—,P7 I = 00 „ W TTr TTf— D • ° • �- I —I I I— F — #5 REINFORCING BAR R 1 7/8 i iI—� 11- r #5LAPSPLICE _ _� L.,-I.=1I i - I� Tf1=Tfl II ffl- iTl= i 1- (2) #5 CONT. NOTE: III --I I —I = p ° • I —I I I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS „ „ „ *FOR BEARING WALL = I —III L COMP. SOIL. (COMPACTED TO _ ( ) g 1-4 g _ 101, TYP. W/ UPLIFT ONLY _ _ — 95% MODIFIED PROCTOR ASTM _) — I TI Ifi- ;' I ! .-_i D1557 — I fiII4— �— I #6 REINFORCING BAR #5 STD. 90 HOOK )— I_; � „ ,� 4 1-4 #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD"` TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" "= '- " G S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. S3 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" A.GRADE 00 id _— _ _ =(1) #5 REBAR w/ OPT. I I- I I-1 I I- 11=SQREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E d CV ' M M 'III, 1I III = 1= SEEA/S30RJ/S6--'- -1Lt Illi,lll , II I' FOR REINF. INFO, 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T.2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALA� INTERIOR ° . a a -3 1/2" AIK CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m e 00 E Cl) 6 MIL VAPOR Td4jWf BARRIER VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO �M a SEE PLAN FOR &LAYOUT DESIGN • ' a — = — TOP OF BEAM SEE ROOF PLAN HTS20 FORSTRUCTURAL 60 — — = — a' a a a �,,�TrT�I=,,�=�T II co (2) _ I 4' BEAM SIZE & r ' a CONNECTION INFO Id M it • • . 017 2x4 #2 SYP P.T. FRAMING w/ T, I I , , MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 s — r--T 8" z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 EE a SEE TYP. WALL SECTION FOR ADDITIONAL j SEE PLAN FOR STRUCTURAL SLAB INFORMATION. -"`� 0-0 FIN.. Rill �.� i11=1T1=TT1=Tr—i if 4L_14 l INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=1'-0" 53 = -i-1=.III= l=1 = FOOTING v Llllli�� - it -il BEYOND PAD REINFORCEMENT_ EINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 ' N N -a LU C3 ora CC' V%N ` ✓. �i a +N O tQ 3 � ��o T o . a. ye wa��q$i I1 �7tlBid3�� ,. g$@p tF 66w ;��✓ �d •Cn GJ Cx ON Yl 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. M W aE o g !+ IS V � � � N � 0 L0 � (0 N U, C 0 N O 4 p M v J C J LL LL LL a Z - ° °' ° 1E 00 V Y F O W in°'?0' 00 Z 00 N ° d 1 ZN O U CO) W ❑ ❑ z N 0 z o � N N z Ui o 4-4 LU a u O—� w o JK 05 [ I w J L � C) N Q 0 o w M M w¢ p a E QU QN Q Z® N �'- � — Y'o x ) w0 o V O E N ao a0 az r� @ C _ C z Y o 0 ¢ Z F /) —' "� ° g Z zz (n zS F 0 d o W d. ¢o �- O w ¢¢ �o a x M o Z Q 0 U ' y0 = �L J LO LO _ Q 0 CL Imo, _ I j T N J � r Y U ,— 0 a N m LO ♦J Q a..r � �I N 0 00 o Ln N Q N r ui T CM o m T iri LO z `m z E 1T a U ° Q p JOB NO: 22-06463 SCALE : AS NOTED SHEET NO. S3 (MONO) "n' I"I'.0 i.,i hid .Tu 1......... �-- , I I as 00 29 L0 cn co .a r� �1- 0 m co N LO LO L v Cn 0 Q 0 J to 0 0 a 3 Q N v a co E O v i V v i 0 a. a 0 v V J EZ 04 Z, LO 6 0 N N 0 0 0 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 ) DOUBLE 2x TOP PLATE --i .� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ 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 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 VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL�. 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) Od NAI S 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 SP1 w/ (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\' -ROOF 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. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. SLI 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 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 D ��S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT d a a d a a a o a 8 STD. 90 HOOK 8 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-13" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1� 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. Q 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. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL LU > 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 GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY ;. GARAGE FLOOR TRAVEL DIRECTION OF tig GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a e 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. Sic A/N�OG/i �N 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -C VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE), ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a IARAGE IOOR vvvn r nn�,r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER, TYPICAL GARAGE DOOR BUCKrK 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 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 �(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS ,n a LINTEL 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \J� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK OVER WATER RESISTIVE BARRIER TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS ' @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKINGLU ) O/C FIELD g 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48.�PLICE STAGGERED . ' 10d @ 8" O/C A. ATTACH ALLIJ EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P 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. �+A F= 2240 LBS �7�F SIMPSON C P.T. ATE JIfVR-',iU v Jr4 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 10t ST J-I M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON %-$P4 / Is- _77— c 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 i TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 30LTS @ 24" O.C. kX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R, t & NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE F 2X BLOCKING �9] -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2-0" O.C. MASONRY WALL /-10d NAILS @ 4 10d NAILS @ 6" O.C. A / STAGGERED STAGGERED 2X8 P.T. BOTTOM PLATE UD 5/8"x10" "J" BOLTS @ 24" O,C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 0 BEYOND. A I N -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 S • 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 if J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 C.4 ca c c�a cm ® >, d� � W oL G So cd N - u 0" lii Q y +4 cV —r x a� N E Cc a. _ w 4a0'vv1%4 • F«k3 Y p�. • d • tr `-r No '•�0,5 e `ter 4�'••.....••••"••�� To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. low M W V E 0 a S v '� , 6�1 0 7 oo N� cc N rnrr�a �� M M(A LL a; V a = J LL W LL a _j •Z — O a. X CIL Cq O O' W r°n13 m z co M Z Q l IL Z N OU o W O0 M N M O 00 Z N z o� J N M N zCz C9 0 Q} jr 4--J c f>3 rr m _ O LL.r g Ln v � s z�— c3 0 c `D Q N O _ 0 C.0 W ito M v ¢ 0 z U_ wo >ty Q� Za E 8 w0 oa 1— ro 0 U a° 0 °U � N L ao < ww wm Z U O Z a% `gym Qw 1Z 2J ¢� o¢ Z aO W :z 3 w� Qo �w �K a� o � o� aF °- Z¢ U� O _j > Li ^ , LO IUD a� m Q 0 H r � T N C Y r Y o CV m LO a-•+ ¢I 0 N OO .0 o Ln N Q T r ai M I—yLOZ 0 f4 Z E !Vy � m a E 0 -1 ¢ o JOB NO: 22-06463 SCALE : AS NOTED SHEET NO. S4 3 m 00 N rn 110 v e- N 0 9 0 I m DO N LO v N 0 a J No c�1 LO 110 cn� 0 Y Q 0 O. E H E L v i f 0 U _o 0 cal y a22 c 0 •U J a> L� N 0 J. 0 0 a. N CV 0 N M 0 m v N SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (2 4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--,\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO 3 BRACE SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO 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) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9r. IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 APPROX. 8 FROM RIDGE FASTENED AT @ 8'-0" 0/C. o EXTEND AT LEAST 90 /o OF , `- DOUBLE TOP PLATE 2"x4" CROSS BRACE EACH JOINT W/ (3) 1 Od "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EA. END @ 48" O.C. •• LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3)1Od & (2)10d EACH JOINT w/ (3) AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & SIMPSON H2.5A w/ 10 8d ( ) FROM LEDGER TO • • TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •� BLOCKING 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GABLE TRUSS �� 1/2 CDX PLYWOOD OR 7/16 °� 48" 0/C FOR THE (2) 16d 7l16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD S S FROM (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7f OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" 1 OdX3" @ 3" O/C CORD ATTACHED TOENAILS 2"x4"LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6 O.C. AND 12 O.C. FIELD " END TYP. TOP & BOTTOM ATTACHED O.C. FIELD THROUGH CHORD EDGES AND 12" O.C. FIELD (2) 16d NAILS "T" INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS ) W/ 2 16d TOENAILS () 2x4 ON TOP OF PANEL 2x4'7" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. @ THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2 NAILS AT 6-0N INSTALLED PER MA UF. ATTACHED w/ (2)16d TOENAILS 1Odx3" 4" O/C @ TRUSS & (4)1/4 x3 SDS SCREWS TO PLATES AT 24 O.C. SIMPSON SP2 w/ 12 10d ( ) PLATE SPLICES w/ 3/16 x2 0 PLATE WASHER SIMPSON META12 w/ 7 () O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN 4'-0" O/C ALIGNED WITH @ SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION-2 SECTION 3 SECTION 4 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 S5 SCALE: N.T.S. SCALE: N.T.S. Srj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX.9 REFER TO DETAIL J - AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR r IF >9" SEE 10/S5 X-BRACING, AND TOP co"' " N SEE STRUCTURAL CHORD BLOCKING _ NOTES AND NAILING \ \ 1 00 INFORMATION oa SCHEDULE FOR Ix SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2)16d NAILS WOOD TRUSSES CD00 co 2"x4" CROSS BRACE 2X4 RAT RUN BRACING APPROX. 8" FROM —L RIDGE FASTENED AT AT 24" O.C. ON TOP OF 1 1 2" 1 1 2° EACH JOINT w/ (3) AT BEAST 90% OF WEB BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE LENGTH (SEE TABLE) ATTACHED W/ 2 -16d�]t NAILS @ EA. END GABLE TRUSS AT EA. TRUSS JOINT 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" (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 OSB SHEATHING ATTACHED 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 W/ 1 Od NAILS @ 6" O.C. 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF 0/C w/ (2) 16d (D = 0.207 , L = 41/2) OR EQUAL E ES AND 12" O.C. FIELD TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 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 SEE PLAN FOR 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) 2x4 "T" ON TOP OF PANEL BLOCKING FASTEN WITH 1 2x4 BLOCKING W/ EXT, WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. SJr TOENAIL (2)16d NA 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 ('10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 a� • I�. �� l a j� m �� } �� . ` �� l< CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. SrJ PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d . TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C `-MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 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.) GABLE TRUSS `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. k a z Y CORNER JACK U tY LLI z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 , 2x4 BLOCKING—,,,_2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll 111 cc NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N` N 0 ® m -a > W aR o ci c m v N a pO >e 12.__!4-O f.. - cn N t M SV tic d 0 3 � L N ,c a eS. �i F.i FIB IS'6�0 • J •®aN r J "�� C� CaO z r •, I- 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. H W� � E 11 w CV o v O 10 0 N of M M v � LL ai a LL lau JLL- Z L—' rn o 5 f0 Z C W 02OjO' m z NZ ¢ J Z N O U < v W ❑❑ CD z N o o � N z o a N z �4--J N W O w �N (j r— — E wig_ • _. 0c v 0 wco o �w co o Z 6E<� CL8 �o o� >� za B Xo °�� 00 0 c C> C Wa ¢o o¢ wz oso MO oLL zC J so ¢ " z cn N o< go a LL d - W U $� J Z << =3 7 F J o � �o a ti > Ln ' ^ Y i 0 6 2 cc Q 0 j T T � Y TM Y a CN T N Q 04 s— ai E T co T N L j o z Z E �" m a E U Q 0 a) JOB NO: 22-06463 SCALE : AS NOTED SHEET NO. S5 m 00 00 N LO cn a N S r7 C7 1 m 00 N LO IWO <n 0 a N J I LO Cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903,2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 i INSULATION --- BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA S 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O,t BASEBOARD MIN. 2500 PSI CONC. SLAE MIN. PSI MAY VARY PER MUNICIPALITY d' . a. a cli ,. T M 'II III=-IIN� I III 6x6 Wl AXW1.4 I �I I �,I�I—I I I WWF OR FIBERMESHI I- I I II,,EV' I iWE FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 ///"—:PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS / SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LU 0 W 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. 1vi —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M LL v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL a U) AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE I ICI II I I" `-STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ri REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP wl (8) 1 Od x 1 1/2" NAILS TO STUDf,._ ..,.._ _... _.__. _.._ 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL — BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 01 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED 00 FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS ' °1' SEE FRAMING WEEP SCREED o z PLAN ` . • INSTALLED PER MANUF. w SIMPSON HETA20 w/ 8 10dx1 1/2" 2"x4"CROSS BRACE @ 48" ( ) O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W! (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/1312 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"" 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUS; ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/4-16d NAILS INTO EA. FLOOR TRUSS u WEEP SCREED INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32" OSB EXPOS UREI L[ SHEATHING x PROVIDE X BLOCKING AS REQUIRED PER D SECTION X-X IF Lui NOT FULL Q HEIGHT SHEETa) C z G ESTE (2)- 2x TOP PLATE d BEYOND t 15/32" OSB EXPOSURE F F SHEATHING W 2 SOLID 2x O C BLOCKING @ ALL o C SHEATHING 0 EDGES (SEE OPENINGz"i SECTION X-X a Lw) C xuj �w 2x STUDS BEYOND. CO SEE PLAN [—t O _. - — —1 , __E O �2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM Iernr r rr r11e-r1r%k1 r%IA^r%A\A FLOOR CONNECTION g MASONRY 1ST FLR. SEE J/S6 S6 3/8 SPACING 3/8 @ SCALE: 3/4'-1-0 FOR ADDITIONAL INFORMATION. S 3/4° S 1/2"1/2" II-- S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a. ,d,. 117 r :d 4 a e• 811-� �IIIII� 1 81II�FpIyp r 8 1. 11 CLE RANCEMN. INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM %" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y". r4- V1 Z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z CL _ © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J w LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F Y Q 1- 0 q) wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q �h000 v~i 0, 0,)m LL � Q (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z N W 0 o MEMBER IF GABLE END c U) w NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 SEE PLAN FOR REQUIRED ---'- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 0— SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W 1.4xW 1.4 `* WWF OR FIBERMESH , dA. rr .- -III—III—I I —I C`7 �I1 I —III —III I I �d a . ._a. IIIIIIIIIIIIIIII ad. —I I I —III a •, �. . 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2' • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" 0/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/(10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. oo FINISH GRADE I- 00 (3) # 5 REBAR ON 3" CHAIR III=1 I i 4" W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 ;2- w N ,® " C2 m 'v 7 W to o c ® c v — "C' y C6 i p N d J ca to c ) `c C_a = E ca', 0 n . �E�31R& I tt 9Ed��1�1 o�; _JW�� SEr� 0 eN Q''« C�\ �'�'• ti rs `''r7r;<rJ�lllElf;Ee��`��y To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E 0 a 8 a U 0 C Co a 5 L, Co 0) NCNn v 2s2SZ Q C J U_ 5 LL W 55 a Z mc°) a vYi Z o N�0Wn2°M m w Z 00 N Z Q J LL N OU 0 W E1 ❑ v M pr Z N O z N z fz J — a z (-1 U o LL 4-1 N W U O W a td*) N U 6 W � J E — 8 1111= is L Cu /z MWOOL V () c O 0 ®Q o w M N � o Z a E zo o o � >� Ia z z0 o a z ca CILU N E0 a� ¢o 00 0 0� mw t0 W X� L-oz NC: OYzz U m0 W 0< Z go a W Q U<2 w nw _Q o oz as =� CIDo a Yo a x 0'S V a ¢ U c O 0 ` > Lo J ' ^ Y , LO 0 m m Q (D � � r N 7— Cr Y U) 0 N/� ryr� L J N M 00 o LO CN Q ai E 14;1 M 1"' L o z z N E d- m m C a E U 0 Q p 0 JOB NO: 22-06463 SCALE : AS NOTED SHEET NO. S6 (MONO) 3 J ZE 0 N LO co c 0 N CD 0 J m 00 N LO v 0 N 0 M 0 I v Q C Q N N a 0 E 0 v tL U 0 i U 0 i a 0 0 3 c- 0 Z, LO O d LO Cn L S a v DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER —1x4 �1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. %, %/ ' , APPROVAL FOR CONN. APPROVAL FOR CONN. '/ 1x4 P.T. 3/16 X 3" LONG '" ' " / /' i 1x4 FURRING (2) ROWS 3/16 x 3-1/2 j ' 1 X 4 FURRING 3-1/4" LONG X 3/16"0 /��/ FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1l2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3116" %/i/ �i TO PRODUCT APPROVAL FOR CONN. i//% ROWS 3/16" 3-1/2" � ; '/ x 3-1/2" TAPCON 16" @ 1x4 (2) x �� / O.C. & 4" FROM EACH FURRIN( TAPCON @ 16 O.C. & END w/ MIN. 2"EDGE DIST• jj 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 �., nC•rA 11 •1 /AII n�TA 11 STAGGERED @ 12" O.C. 1_1 mit IIFTAII BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. Eq 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-/, INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX Ir HSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO .) Z-0" BLOCK HEADER SOLID BLKG, AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW—_BTWN. ANCHOR INTO ARCH BLKG. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS ---LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL I I4' MAX. RAID. PROPER INSTALLATION MAx.B #5 REB, (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS ti NOTCH WEB AT +5A FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xi 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w! (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN, LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH, 6" MIN, LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4Y," WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" -11 SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL i i `— FILLED CELL PER FOUNDATION PLAN 04111, UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. kR ` ® #5 REBAR (TYP,) ' I ' 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 'l 6" O.C. EDGES AND 12" O.C. FIELD -~' 1 ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED STD. 90° HOOK (TYP) ` I� 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) YP,) FACE NAILS 10d @ TRUSS VERT. WEB — METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' � SIMPSON HGAMI OKTA @ 12" O.C, w/ (4)1/4x1 1/2" SDS SCREWS ' +2 NOTC F� @ FIRST COURSE ` rHE '' :S ` ` - INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (*") SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-314" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE G; STRUCTURAL SOFFIT / S FD SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" �I I F=I 1T� '1 = P o — — r g . _lI C _ITi�11_TI�jTj, �jTl- I- =1 ;111 F GRADE�— e M Q z T �G 0. a �p (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY Of SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" ?x TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" a * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. OCFNOrN (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + + BLOCKING AS + REQUIRED TO + + IN My + SUPPORT SOFFIT / CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4' 0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS c�� curt=T n� ntin SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIEDW/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:3,-t - x z O M U_ O w U I— M U CO RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT d a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° OVERHAN s •, ,° ° RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI D. 1'-0" 5'-0" INISH F ' rr " AO' , ° ► .. ' #5 BAR p. 10 A ° : CENTERED W/ �.; Ali. H IN TOP o 1 .1° > • d KNOCKOUT / N -- ; ° CHAIR BLOCK D. MONO FOOTING a >A SIZE AND REINF. PER PLAN °. AND SECTION DETAILS - - CLEAN FILL it A DIRT ? Z °• ° STANDARD o 90 HOOK (�I #5 BAR IN FILLED CELL, .� VK STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = 1'-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I _} EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION SCALE: N.T.S. SCALE: N.T.S. N c c, C:) 1S Eto N 7 p N -G � L o w _ ,�v4a N E A is o c. u -d ed w e•• y F L0 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 � C N o ei CA N 0 ik LL J C .4 N MJ v � LL JLL LL: W 19 Z u C a _ 4 13 gg �i ='F N O 1 Z co co Z Q co IL N zO U L) W ❑ ❑ M rn C' O — � o z co z � � J N V) z (D o N LL 4� V 0 W o N c w �N L 1— bigJ E S Imo.. = w d U a In o a N 0 m C0 W M � � o Z z a i�i 2 O � O N � !j_ O Et..� z Ze 0 ¢ ([i H C N Q 0 R o R. O¢ <Z W o O 0V O< W W W� <omo WM � � � o Z z z > 2 ?� o< Z go a W ao W �� I wZ =F Wo o C V za ar c •o ;n LO J LO Q c� /LO�{J� L T � � N J f'T T �! T U 0 N 00 coLip Q C) I N 00 o LO 04 Q r T m M T LO z z vi E d- m n E U 76 Q 0 c � JOB NO : 22-06463 SCALE : AS NOTED SHEET NO. SS 3 ,3 m rn 00 N 1.0 v to zo cn 0 I J m c, oo c-4 LO LO c a c�D 0 LO L0 v c rn c Y Q N d E F—� a E 0 v c c J ti V o C-I 0 a i a 0 O 01 N LZ N N L 0 LO 0 a N N L LO a� 0 a m -o a� v N SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 69 V V/-%LL SECTIO FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x12 SYP— SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN -1" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER / 2x4 BEHIND RISER / BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD j STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C -2x6 SYP PROVIDEPATTACH ALL COMP2x4SYP BLOCKING OF STAIR TO CONC.2x4 PT NOTCHED INTO STRINGER FOR STRAP 2 �q" TAPCONS @ MA AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 1Od x 1 1/2" ATTACH ALL COMPONENTS \ 1x4 GLUED AND NAILS) 0�� TAPCONS @MAX. 32" O.C. \ NAILED TO STRINGER (IEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER \e. �j� zzz 7 [><1 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" STRINGER CONTACT POINTS \ NAILS) N VIEW "D" SCALE: 1" = 1'-0" /—" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" F., 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND xz AND NAILED NAILED DRAFT SAP 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS E x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW SCALE: 1" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" H ` 2x4 SYP BLOCKING. / FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4/GLUED AND NAILED TO STRINGER —/ FOR DRYWALL SPACING H E SECTION VIEW SCALE: f = 1'-0" On F F 2x4 ST( 2x4 NOTE: 2x8 DRYWALL STOP NOTSHOWN TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER 7� -2x4 DRAFT STOP c�N -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS —2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST ij (2) LAYER J' EDGE GOLD OSB OR PLYWOOD OR 1 .3 X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 2' = V-0" PER CONTRACTOR F-1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1" = T-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED L JOINT LL TO IOISTS) D NAILED AND '0 TOP PLATE INTO RIM BAND, AND NAILED TO 'WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES L JOINT LL TO IOISTS) H 2X STRING R 2X B OCKING v1PSON MTS 2 w/ I) 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES ►ECTION VIEW "H" SCALE: 1" = 1'-0" c� N 0 r-y C f61..) 'y 0- y 3 ate_ a, Cv w -� eo = E �° es lip " N` Ri • Q' v �,, `� LLS U O � 03 U' To the hest of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M W �E F O M 8 6SO1� 0 00 N 00 0 " C/)ti�� N M � 2S2S LL C J LLuj 2 LL LL 5 a- �Q V J Z - o a � mv13 o Z _ w o � f6N`° o 82m;; W m Z - L M Z CC J L LLW ZN O U U W ❑❑ V MM N � og z z iz I J M CD o 1 l (v W � 9 U O w o N Ly N U W 5 U) 0 N O� o o M �w M ¢ 09 Z LL E E o zo oo >� ..L Z® Oa C6 C gU U U00 U < d N<Z L a ¢ ¢ ww . f0 N C - o �0 U �o m 0 p Z oz z —' <� aw Zz 3 oa z go a 0w W U w �o �k az =� F 00 c0 <F 'O a °ZIa o 0 O 2 Lo J LOLO rn cm Q c� co T T Y / ^ U v) i/��l Mi— o fail N 0) DO O LO N r ai E c CM T vi LO o Z m Z = E 111:1. `m a E U Q p c JOB NO : 22-06463 SCALE : AS NOTED SHEET NO. ST CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED ( ) 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 vv'L-IV4 `W L.11l-flI II\ WV YYLW 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 �3 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT V-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----Z—WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN S SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS HIP G.T (2) 12D NAILS — AT 12" O.G. MAX HIP/RIDGE BLOCKING DETAIL 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) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS 2x8 #2 SPF RIDGE BEAM „ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT i1 VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN MIN. (2) 2x4 FOR CONNECTION SPF TOP INFORMATION. PLATE VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY r8 SCALE: NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS 5IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE (OOF PLAN FOR MOI VFO SEE FLOOR PAN FOR (2) 2x8 #2 SYP w.i O.S.B. FLITCH Pt TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH 111:8 jATILL BEAM aC� RAISED ENTRY MASONRY WALL 4 SCALE: NTS SEE PLAN FOR CANT. COLUMN SIZE & BASE 7116" OSB FLITCH PATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULE/PLAN DON M OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO, (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PAN FOR CANTILEVER IF INDICATED CORNER G111111SEE FOUNDATION PAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: NITS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: NTS SCALE: 3/4"=V-0" SEE VS5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM �..� BM. SPLICE OVER CENTER OF POST MIDDLE [— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON a., HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN f (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD -TOENAIL EACH TRUSS TO NAILER W/ (3)10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2lD2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS LOW ROOF/WALL---{ SHEATHING ATTACHED\ PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--" L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS c®e c%j c r-ca -a d LL, o s G 4j CV =o M N o0 ...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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. w �E O 8 ! V d a) OD N Oro C 5 N N r O 9) cnti�� M V ik LL Q t)j CC J LL U, "i . o a 0 —' Z m cLL � � I hoc W 0 W M z ¢ J LMZ N OU 0 v W ❑ N M Z $ g Z r Q r 10 M C1 a lt. � LU U -05 ]k O L" P V) ( _ W v6 W J _ 76 8 bi _ = w a O N C W I 20 0 N IT oil o J w M U z < U_ E wo >� CL E S w� os ¢0 Z® 00 CU I—fu CIL � 0 U a< UO CU oa D N N az o ao Wz r � L " ' U:)C o� U mC' C'Z oLL Z Z (n < p¢ Z dOU � W U <o �� a� J z r� � o to a� z¢ 03 O 0 � = Li') J L i LO 0 m _ Q 0 � ^1 �-- TT � � r N m m LO <1 O N 00 .0 L 0 00 04 N Q T— ni M o m T ui L Z z E iu m C 0 U J Q Q J JOB NO: 22-06463 SCALE : AS NOTED SHEET NO. D1 A r (1) SIMPSON LSTA30 wJ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2xt WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION, 2x CRIPPLES @ 16" O.C. 2 ( ) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO Q SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE / / o 1. APPLY SUB (3) 2x #SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOADHOR + STUDS STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2xSTUDS TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER 1 2x SILL PLATE W/ 2 12d TOENAILS. O ( ) •o jyj SURFACE A 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM W-MFRAMING SEE PLAN NOTE: VERIFY WITH FLOOR PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" Q.C. BETWEEN JOISTS 2X CONT. RIBBON EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE S INSTALLED AT EA. END SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE MIN (3) 2x #2 SPF STUDS @ END OF CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ TYPICAL BLOCK FLOOR DECK AT EA. INFO 1/2" GYP, BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE END OF OPENING SIMPSON LSTA30 w! (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/1 Od NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8c FLOOR TRUSS/ I -JOIST SEE PLAN TO RIM BOARD & BOTT. CHORD 1/ 1/4 TITENS LSTA30 FROM SIMPSONS 0 NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) -1Od TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT j BLOCKING DETAIL 2 GIRDER/COL. CONN, @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 1 Od NAILS SEE SS FOR RETROFIT SEE 8JD-2 FOR ALT. CONDITION, DETAIL TO BE IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP JAMB STUD CONNECTION NOTCHED AT HEADER LOCATION REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. OSIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR WALL) SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 @ 24" O.C. NAIL FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & 11 10d ( ) NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16 O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE '/_(2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLAE W/ 2 12d TOENAILS. (} STRAPS w/ 42 16d NAILS ( ) DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 1Od x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w! 6 10d x () PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM `-J SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ 2 12d TOENAILS T/B O (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / FI OPENING OIS GREATER THAN 4ET) OR LVL GIRDER SYP U.N.O. JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES rr BE SPACED W/IN 6 FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B �. AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8-O.C. TO BE INSTALLED AT EACH END. COL. SIZE � INTERIOR HEADER ' 2 x 4 #2 SPF STUDS B G 2x SILL PLATE W/ 12dTOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" B O X HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) (2) EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ (2) 2x TOP PLATE E F TYP FSEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN, 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 1 Od NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE a.`.o• TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 1Od NAILS AT o:°.�. 6" SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS o o NAPS ADSIMPSON SP1 w! {10) 10d NOT REQ'D TO HAVE CONNECTIONS. ' ° • ` *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B . SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. @ 2nd FLOOR STUDS BELOW (24) 1Od x 1 1/2" NAILS AT TOP AND BOTTOMFCRIPTO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. 6 2 STORY COL. a� GIRDER IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER 7 SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8JD-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS PER PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP, PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS • DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 1 Od SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B ° THEN DOWN THE FACE OF INTERIOR HEADER ° 2 WS 1 Od @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE 2x HE SEE PLAN MIN (3} 2x #2 SPF STUDS 1 2x SILL PLATE W/ 2 12dTOENAILS. () () EXTERIOR HEADERS 3 " �q 2x CRIPPLES @ 16" O.C. (2) @ END OF HEADER. SEE PLATE FN02 ��T 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x • g8•• TOP SPLICE tilj� OA (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 1 Od TOENAILS AT EACH INFO. SILL PLATE w/ SIMPSON LS30 w/ (6) , EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF 1Od x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD r8 IS GREATER THAN 4 FEET LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 1 Od TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). • ` SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ' 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO • ° EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22)10d NAILS 1OAISIMPSON (2) MSTAM36 w/ (7) 1QNLS & (4) 1/4"x2 1!4" d NAILS TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 1Od NAILS NAILED TO STUD PACK f FLOOR DECK FLOOR DECK @ 3" O.C• 2x4 BEYOND DOUBLE W/ 1 Od NAILS @ 8" 1 AGAINST 2x8 2x8 TOP FLOOR TRUSS/ 1-JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 WJ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 �0 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 0 G W �C�_ mx 00 E. a fl ��j�;z3t;��lllldffff/p }, 4 1� G� 1` •,� A S E F S S 1 CAN `�`��\�� °18111111IIIIII �� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W 'It E An AdI O M 8 N �` 0 V 11 _ �6 N r w0 0Mr0, 4k L C J ti W Q. uj wd t @ p 2 W :3'©C Z N M Z Q J Z OU V w ❑❑ N M og �mN v - N M 0 92 o W t0 6 N ct� Y U� W J p— — EIsis L z � � �0 G Q a C> w co CIDZ o z Q C C Q LL Q N fl E ® o �� z C6 CL CL XU oa UO �U 0a C:'E o a z <o wo a Z �w i U) c: c ¢o o ms O o o LL 0, oa Z Z ao oLL r3 C� O co rl� pr, .2 p U) J Lid �•-.LO Q 0 N t— rCr� Y o N V) Q C) I N 00 LO 00 CV N Q �. r ai �il CM T LO o Z z N E m N E 0 pU C C JOB NO: 22-06463 SCALE : AS NOTED SHEET NO. D2 —�- - —1 Tn m II i r i�� --- I ill, 3 v 00 00 N v v cn 0 r� -a O I 5 m 00 00 00 LO N LO L 0 N 0 N J C) O C LO LO 0 C 0 a N v a E w Cn E O v c N L 41 U i 0 v 0 i a 0 0 33 0 LZ N N LO 0 0 a (=1 LO Iu 0 Q m v 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 6. MASONRY WINDOW BUCK 2) SEALANT JOINT 5 SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER 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 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING --y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list o instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE WE ✓E BARRIER & ;ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING lee ul rlr�ornrvv r�r�ornrvv 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN V-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER a W 11 to W U W Cr w 0 DOOR ROUGH OPENING - 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD la iLF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 PLASTER STOP CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 -- inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1�1, building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDERAn Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE ADHESIVE ASSH SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings Flashing door be installed in the 2 shall comply with AAMA 712. at exterior window and openings shall accordance with one or more of following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 <> manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in clutters. a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER II 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB 77\ 1 BOND BREAK WRB _ - SF LATH ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTM C1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WE SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 a =y ...; o x LA-. a cc .w u w A _E �o O_U N 0 CV M 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. AIM e v E 0 8 W0 0 �ip 0)0 �GW wMera 0 Q N # LL J U Il I W Z _ -'� � 20 �o ui a Z 0 w- N ip 3: 00 W � 2p~j6) mME w IL CN M Z i- aN OU J N o Z W ❑❑ M M N M o J - - N C) W o 0a) u- - O Q ul N ul U (a c W J P- E i I L p IIIIIIIIIffiffm � ¢ ti W M zz 0 Sa z J U- c E zo � ZN QN Epp O WO ZQ oa I- O xo O ttF ¢z Q00 0¢ ww N O <o . oy m� �o OLL to Q a Z Z n 0 e 0 3 o ¢ Ez 3 Q o� w¢ =3 �O o to =�Q a ° O'^ J L i w I LO ai Q cc }--- � � r N Cre Y m m LO Cif I -0 N f� 00 -0 o LO N Q N r ai ca � T- T C\ iri LID o Z E d' N c`o T E U a _ Q0 _J JOB NO : 22-06463 SCALE : AS NOTED SHEET NO. W P i ouinting Brackaft 010 Gauget 4-1/2'x+411 a"?L2'2 Z" blcjtS &, A32 (TIP-7 11 i3ta ,(16 Gauge) F _ cut a .e l Uift a a e-. a + gi�gp �r art �r �rg,r �p ryr �y - ter a 0101601n0de •' A• € ll � d#':i d - rt! � ri fi ter [� 1 � U 'cSCr�"Yil� strap li$ r1t� Flo Ida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applicationbetafl vase 1111 lvialzczl Code Enalmno >� � Date Panel Twos Yerskm Nlanulacturor Cprdact Enalneer & UCNise VaNdeted B4 ed. 'etl PBC Anprovat .Val Apol status. Afrrimatbb 2020 Smart Vent Prosucas Inc, Michael G181hern HamiaeF Nmero P.E. Locke Barden P.E: 12N612020 12IM620 122d12020 Approved G'ategory: Structural Components (877)4418368 PE-73770 (334)300-160D Subcategory: products. Introduced sea Resultcf Infoggsinart"fitcom Naw7echnotogy compliance Method: Evaluation Report from. FloMa Registered Ard,11W or Waensad Florida Profoseimlal Engineer Quallw Assunithes ApprevW*tJae Approved for We Immi: Ds ion awA P[oduetmadal Number or Name Product Descimdan Cpntreod ExpbMian Dale nl 14VHZ: Dularde HVHi Resistant PrYssure. i rtV nt Mode 1544510 antra a 1# Du i ai Function nd V.mlat on Vent 12'3712 23 A .. i 0 , a Y S Yes WA rA 0- 06. 0/ 1 2 5niadVent Mark)#1540.5f1 DoatFunctlm Floodtud V.nfilatlon Vent IW1T2023 Yes Yes MIA a10okloo 3 Sm9rVent M0461#1540:520 niclahed Food Vent 126,1i2023 Yes Yea 'NIA -1001-100 4 SnrertWnt Model#1640.521 Insud.fied Flood Vent 12f3i2023. Yes Yes NfA 't100Fh0e 5 ,Sam tWnt Model #154r}524 16&Lgld;Garage Data Flood Vent /?J3112023 Yes YeS NSA NIA 6: SnlanVent Model#1540.57o Wood Wall lnsulatad Flood Vent lmiho23' Yes Yes :NIA +10DMD0- SmartVentModel #1540�574 1456qutt, G?lagenoor Flaotl.Vent f=V2023 Yes Yes NIA. WA Qualat(Assurance ADD00Yed for Use Abel for UP IrhDXt Desidn Frodua4 Model. NtsoUer or Name Product Deserlodan Caidraci Explt'atlou Defa: In NVH! outside.HWIZ ReaWoot pressure I Dreael Mehsi Raoling'Systpms DNC 100NS;:DMG 1508S; DMC 1755 0MC:2008,. 121312025 'Yea No NIA +or-1a0 DMC SV Florida Department of Business 9, Professional Regulation Building Codes and Standards Product Approval Application Detail Pg. zaf,4. nr2 M22 rode Enf(V ar8�' DeltaPandora Date Type .�1 Version Manufacturer � Co r V- t E uirtee & License Validated av b Vailtlated 5u INed. FHC Aooroval P Approved to "status _ Revision' 2020 Therma Tin Corporation Steve Jae Lyntlon F. Schmidt, P E Ryan J P King, E. 04r13(2021 12I31f2020 Li4MV2021 06i082021 ApprcVed CategoryExterior Doors gon (806) 843-7828 4134M (613) 767-6555..: %00atogonr. Swinging:F-ktorior Door Assemblies.- iasperson@lhermcibu.co Compliance Method: - lua4bn rtfom a p et Eva Repo r m Florida Registered Architect or a Licensed Florida Professional Engineer F '1P20�8y - Quality Assurance. Atiprovedfar Use Aporsvadfor U_a Impact Desion sea it Product Mode. Num der ar Name Productaimeriptian Contract BCD ration Date In HVHZ Outside HVHZ Resistant pressure. 1'. a. Therma Tru Fiber -Classic and Smooth -Star Nominal 66H39,88quotImpact8quo# Opaque 12131/2022 Composites Edge•Fibergiess•,Sngle Door No Yes Yes NIA 2 b.Therma-Tru Flpeir-QaSSIC and Smooth Star (In6vAngtOutsw45g; XdxNfguraddlj Nominal M#39,8.&quot1mpact&quot' Opaque 1213012022: Oampgsite Edge Fiberglass Sinde Door with No Yes Yes NIA 8 c-Therm Tr Filler-Classicand Smooth -Star a u Sidel'te(sj (IFlswnnglQufs(eng XO-OXcroxl) eonfg ) .rations pint S98 I ct& ' ! Nominal 6&# .&goof. mils goat Opaque 123112U22' Cam teEdgeFiberglassDoubleDoorWthor No Yes You, - NfA' . Therm -Tru'Fiber Cis slt and Srmodr-Star wnhoatSidelrtes Insvnn 10atswin )OCorOXXO ( id g configuratona) Nominal 8&#90 &quatlmpact&quaOpaque 12311222 Composite Edge Fiberglass: single Door No Year Y4 NIA 5 a;ThsrmaTruFitler-Classic.and Smooth -Star jinswr out§walg' X mrdiguratl6 ) Nominal 8&#3&,08quctlhnpact&quatOpaque 1213112022 Comperalta Edge Flberglasa:Svlgiq Door with uNrded�(6)¢"whngMutaw4 XD OX or OXO No Yes Yes WA 6 1. Therma,Tru Flbo,dasoic and, Smooth -Star ng: confl urations g ) Nominal W.35,Q&quot,l mpact&quot Opaque 1213IM22 Composite Edge Rhergllasa: Double Door Wth or Nd Yen . yes NIA 11.Therma-Tru Filler-ClassoandSmoar-Star )Mthout Sldailtes (IiuwlrcgfOutawlrrg; XX orOXXO 6drifi7 g N minai 68#3) 5,8 &qudtlntpdGt&quat; Glazed 12131+"'..022 Composite Edg0 Fjberglass :SirQld Door No Yes Yes NIA 8 h.Tharma-Tru Flber.Crtsa[a and Smaath-SYar (Msvangfoutsw ng; X configurananj Nominal 68,#39 8 &quat npact&quot Glazed 12131)2022 Composite Edge Flbargnass: Saigre Door with No Yes Yes NIA 9 If Therma.Tru Rlbef-Classi s rid Smooth -,Star e a _ h Sidarlte(sj {InswtVoutsvwng XO,OXorOXO aorrflgursran$) Nominal #3 & udt i - a Glazed 131.' N al8& 9,8 q mil ct&quot 41 ed 12 . f2tj27 Composite Edge Fiberglass Double Door'v'with or' Sideljtes 0)(XO No Yp.'g Yes NIA 10 f:Therma-Tru Fiber -Classic and. Smooth -Star Othout pnewingiOurtswinriXXcr configurations) Namina168#390&q 0mpact&quok Glazed 1031t2r722 Composite Edge Fiberglass Single Door No Yas Yes N/A 11 k Therma Tm Fibar-Classic and Smooth 5Ur ilnavJnfl utswlrg X caftiguratianj Nominal 8&#99C &quot rnpaM&quot Glazed 122112022 CompositeEdga FlberglaaS:Smghe or with No Yes Yes NIA 12 1. Therma,Tru Faber -Classed and Smooth -Star i}Ide dO{6j (In5Wing1Q.t6Mng' XO oXor QXO oonfiguratione) Nominal a&p39;0,"uotimpatt&quat Glazed 12131=22 Composits Edga R 1leTlas5 Double 11Zwith ar me Yes': Yes NfA 18 m:: Therma-Tru Fiber Clasaio and Smooth -Star without.Sidelites (In wing/Outswing' I yr OXKO configurations) Nominal 69#39;8 &quotlrnpapt8quct Glazed Molded 12J3 12022 Open Composite a Fiberglas , Single D= No Yas yes NIA 14. n,`Therma-Tru Fiber-Gfussfc and Smooth Stan (inswrrglQutswmg, Xwnfipurdtfon1 NoMural M#39;8 &gx1r111p-V1n I Glazed Molded 121312022 Open Composite Edge Fiberglass Single Door with Grazed Molded Open Sidefite(s) No Yea. Yes NIA 15 o::Thwma:r,. Fiber Classlo and Smooth:5tar (I nsiMnglOutswing; XO.OX or C AO co figurations) Nominal 6039',8&quotlmpact&quot, Glazed Molded 12131f2022 Open Composite Edge Fiberglass Double Cloor with No Yes: Yes N/A 18 p:Therma-Tru Filler-Classc and SmoothStar or without Glazed Molded Open Sidelftes (tnswiDglOutawln9` XXor 4ZUSO wnf1W IPn51 Nominal 9&#39,8 &quotlmpact&quah i3p tque 1213112022. Compdsite Edge Fibergiass;Saigle Door with Molded. No Y.. Yes WA 17 q: Therma-Tru Fiber-Classio and Smouth-Star Open §idalrte(s) (jrVMng/Odt5 411g- )(q Ox at Oho configurations) Nominal W39;8 &quot,lmpact8quet, Opaque 12131t2022' Composite: Edge Fiberglass Double Door Win or No Yes Yes ' NIA WthoutGlazed Moded Open Sidelines, JJftSWnglDuLaWJng;,XX or9X�O annfiguratiorlss)1. Florida Department of Business & Professional Regulation Page 1-nf1 Building Codes and Standards t d2pz7 Product Approval Application Detall 12-21111. Entity o :ttata Panelrit & Ltni pgtg version MariffIk user ;- ill Eirafne`er6Licedrse. Validated tialidated. Subminea PBC Approval AUnroved „SrajUs.. Reviler, 2020 PGTlndustries- J.M. RP §N M.M+Dode Koo=.GER 'W.mi-Dade BCCO-VAL - 11I1012020 10262UN 11241302Q App-d Categorir, Exlerior Dears tMI)46G-000 (7as)m5-2590 "Catagoy:,8Jtling E*11or Door Assemhres irbabw1k1@p9IMdusiriat:c. Gbtrlphancemeth0d. Certitc6GwrMark or Ustiog oin: j�att5d Raarx dudtu ,. .. :Qualllv�Assurance Anmove ram. Approved forUee. )[ppggt; Deslan Bao;N Prarintt Modal N.mbxar Nam.. product Ph'indat.n. CoMrapl Exolralion.Dal. jai lj�{ :Dutside HVH Rosati pressu. .9 9Gj 657etCarge Ntismle.tmpaeu 'Mr A airing Glass Door d4N4Q02j Yes Yes Yes. WA Catego.ry./Subcategory Manufacturer Product Descri,ptlan Approval Number(s) Test Pressures A. SWINGING 3Z Fiber -Classic and Smooth-Stari(IMPACT), _A Fis ` 1r # t J RF �i�ILt�■ MI -Windows and Doors a# NO_ b - • :: i I'fli.T Wayne -Dalton t" _ a s % . KEEMM Wayne-Dalton 'Series ! E fi,• i# ( .. - Wayne -Dalton Series 8060f10018200 J 6:. f J- f J J 'Jf - re Mr III �Yy �. . 11 ,� :il-- :id .ii1'' iCurr-' till Ail of l '1 'iF f�r s : 1■y 4. T!' !' .r *, f J A. SINGLE HUNG MI Windows and -Doors S. HORIZONTAL SLIDER M1 Windows and Doors +55.01550 MI Windows .a and Doors o J r 11- sir ! '! ■ it #s J J - IL - J7Ii fi J 1 i� i 13. PANEL WALL a HardieBuildingProd. Jam iF' #. r # ' r Lap # Sliding and g FL13192.1 FLI 3192.2 �y 1.90me ail' Solid and Vented Vinyl Solt - # NY#' and Vented Aluminum Soffit .sir t J: J #Fs.A- ASP HALT SHINGLES 3 Tab, Dimensional ,till R. } a #` Shingle R'# # Felt Underlayment 0 C. ROOFING FASTENERS !D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents 84 Florida Metal Products, Inc I FM -'Ilk r: # Inc ! 1-. J, Exahust Vent E #. :. , .. _. E. ROOFINGTILES # . f #': wrl'.i•I J ■ J f -f IFty ! METAL ROOF "Drexel Metals, Inc. 1200S, DMC 5V -STORKPANELS 'Global Protection Products n Galva ized Steel Storm Panels AllAmerican GalvanizedSteel #,nn Panels a f; •��,; -.. WWI _ - .■ COMPONENTS - 'A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. Simpson Strong -Tie �: B. TRUSS LA S f , fa, ► f • ;MiTek Industries, Inc. OEM i Board, ! L6527.1 FL65275 a Cast -Crete Corp. High Strength Concrete LinteIs_____ NOA 20-0630,15 Florida Department of Business & Professional Regulation Building Codes and Standards Product, Approval Application Detail Pagel o43'' it 2022 Cart#! Entity ar ,Qua ,Date Date Pendirio We Tvice Version :Manufacturer Contact Enarneer&License Validated validated SubmFtt-A FBC A00hayat 69MVed §1012 Revision 2020 Thenna-Tru Corporation Steve Jeapersan Lyndon F. Schmidt, P.E. Ryan J Kmg P E. 0712312b20 07112r2020 07/29620' 10i1WWO Approved' Category: Exterior Doors {800) 843-7528 PE43409 (813) 7B7 65a5.. SubCategoryf S iriging Exterior Door Assemblies alosperson0thermatruac Compliance Method: Evaluation Report'llom a m t temd Archtecl a a Licensed Florida Flo Ida Rnas `Fl"btf4�tilA3 Prolf"sionalEnginee' PrbrttldYd. , ,.4, ,• <. ..- .,. Quality Asjjy�rartce Approve' Po� ADn wdror Use Impact. , Sao Product Model, Number or Name Product Description Contract Expiration: Date in 14VHZ Outside HVW Resistant Prassrlre 1 a. Therma Tru Fiber -Classic and Smooth -Star Nominal 6"MI56quotlmpact&quot Opaque Composite.Edge Fiberglass Single Daor 12131Y2114 Yea Yes Yes NIA 2 b. Therma Tru RbenCtassla and Smooth-Atar 11-wr glputswnng; X -fig-ton) Nominal8&#39`8 &quot.lrrlpaet&quw opaque Composite Edge Fiberglass Single Door- Wih 12J31J2022 Yes, Yes_ Yea. NJA $ cr Therma-Tru Fiber -Classic and Smooth -Star Sider") (Inswil2pufswing XO, O% or QXO: omlflguratfons) Nominal 68, SQ;08quoelmpaot&quot' Opaque Composite Edge Fiberglass Double Door with or 12134t2022 Yes Yes Yes NIA 4 d.'Thro ma Tru Fiber -Classic and Smooth -,Star Wthout Sieledtes (Inswig,00utawing; XX or OXXo eontigurattons) Nominal 3&#39 D &quotlmpact&quot opaque Composiie',Edge Fiberglass Single Door 1 MV2022. Yes Yes. Yea NfA 5 e: Tiserma-Tru Flier Closely and Smooth -Star JInsYAnglDulswli g; Xoonflgurabom Nominal8&#3g,0 &quotlmipact&quoi Opaque Composite.Edge Flberglasa Singgle Door with 12131.=22 'Yes.. Yea. Yes WA a f. Therma-Tru Flber.Ciassic and Smooth' -Star Sidelae{answ } {Iingl0utevdng X , OXorCXO configurations).. Nominal 8&939;0 &quctlrnpact&quot, Opaque ComposueEdge Ftberglass Double Door with or Ong• or MO IV31=22 Yes.. Yes: Yes:. NfA T gi Therma-Tru Fiber -Classic and Smooth -Star" awthout Sidalitea {irrew(nglfiubs XX configurations) Nominal 6&i(398 &gUOt Impagt&gUot Glazed Composite:. Edge Flbargla5s Single Door` 1 V31I2022 Yes.: Yea.. Yes:' NIA 8 h. Therma-Tru Fiber Classiaand Srrmoth-Star (Inswing/Cutswmg; Xco rh2uration) Nominal (144G 8 8gtlotlmPact&qu0t Glazed Composite Edge Fiberglass Single DoorvAth- l Yilj2022 .Yes Yes Yes NIA 9 L Therma Tru Fiber-Clossioand Smooth -Star 5iddii:*J) (Inswing(Outm 4ng; X0, OX an OXO` configurations) Nominal 6440,8 &quot Impact&qudt Glazed Composite Edge Fiberglass Double Door vbth or $!daRtes XX OMQ 12J31P2022 Yes; Yes Yes NIA 10 J Therma-Tru Fiber -Classic and Smooth -Star SMthout (InewAng1011tsmang' or configurations) Nominal W& sa&quotjlt acr&quot blazed CompowteEdge Fiberglass Single Dorm 12131=2: Yes, Yes: Yale NIA 11 k: Thermo-Tru F'lber-Dlaasta and 5rdaoirSYar (InswingINtswing, X confiyurationj S G wij O if�g 1 Zt3412022 Yes, Yes: Y$8' N,iR 12 I, Therma Trio Fiber Classic and Smooth -Star Siderz gO vts3&s GO,, OX Nominal W39"o &gip{;tmpact&goof; €3lazed Composhe: Edge Fberglass Double Dcor.with or. 1231I2022 Yes Yes Yes .. NIA 13 m, Therrira.Tru Fibero Ctassoc and Smooth -Star WthoutrSidelites(irismingiOutSwing XX or =0 conti"urafiona) Naminil 6&fr39,$&quotlmpact8,quo( Opaque Compnsn@Edge Fibaigtas'a Single [7obrieAtl't 12r31=22 Yes. Yes, Yes NIA 1A n: Therma-Tru Fiber-Glassic'and SmootiI.Star &quot,Won-Impact&quota Sidelita(a) (ImwkrgfOutewnng; XC QX or OXO configurations) Naminal 6&l73e'a Bquot;lmpoet"uer Opaque Composite Edge Fiberglass Double Dow with :12I31f2022' Yes Yes: Yea WA 15 o.. Therma-True Filler-Classioand 6mewlh-Star "Nori-IrrPacl&pool' Sldelites (ImaMngfOutsvn OMO configuration) Nominal 44"911&qucr Impactkugt Opaque Composite Edge Fiberglass SingleDoorwhth SidalRe[s) ng; 12131/2022 Yes: 'Yes Yes. NIA: I& P.ThErma-TryFreer-Ctasilcond 5mocith.Star CgturYNrm-ihlpapt&gUa17 gnswingi0u(swlrtg; XO OX at OXO configuratlonr•_). Nomina189#W-,¢&quot'fmpsct$,quot"oP #ve .. Composne'Edge Fiberglass Double Door wkh &quotNon-lmpast" Sitlelites:(insvdng/Outar+Ang; 12i3tQo72 Yes Yes Yes NfA 17 q: Therma-Tru Fber-Ckssic and Smooth Star OX(O configuration) Nom pal 6&499,8 &quotNonAmpact&quot Opaque Composite Edga Fiberglass Sin le Door 1213112ozi Yes Yea No NfA 18_ r:Therma-Tru FI6er-Classm and Smooth Star (InawirplOutaveng, 3Coonfgurahorg Nominal 8&#39:8 "Non-Impact&gcmt Opaque. Qamposhe;Edge F ierglass Single Dcorw,th. 12131f2022. 'Yes' Yes. No NIA 18 ra,Therma-TruFiber-Claulc and Smooth -Star 5rdelte(s) Qnewngloutswng' XO,OX.or OXO aonfiguratons) Nominal 89439,89quotNon4mpact&quot Opaque Composite Etlga Flberglaas Double Door with or XXorOXXO IZ01'f2022 Yes Yes No NIA 24 tThemla-Tru Fiber -Classic and Smooth -Star fMthout Sldeli[es (lnswinglOutsiaing: configurations) Nominal 8&#390 aquotNon-Impact quo Opaque: Composite Edge Fiberglass Single Door lwll=g Yes: Yes No NIA 21 u.Therma-Tru Fiber•Claasic andSmooth-Star (Insn iCutswIN; X coriRS )ton) Nommal8&#39'D9quot,Non-Impad&quot Opaque Composite Edge Fiberglass Single Door W th 1:PJ31 rA22 Yes Yes No NIA 22 v-Therma Tru Fili-dassrcand Smoodr-.Sls Sdeltine, {InswingKiutsvring' X0, OXw OXO. coin uratonsr Nominal 88#390&quot N.i impact&quote, Qpaque ComposBa.Edge Flberg: Dpulr$;Ooorrngthgr Sidelltes 12r$112022. Yes. Yes No NIA 23' w,ThermaTntFjber-Classidand ^umatrth=Star xltimut (Inswtngtdutswwng. )C(.r OXXO confi uratr ns g o Nominal 0&ti598&quotNon-Impact"Glatad Composite Edge Fibergiaaa Single Door: 12Y3112022 Yes Yes No NIA: 24 x Therma Tru Fiber-Claasic and Smooth -Star (tnswinaPutsw'arg Xwnfiguranon) Nominal 09#39,84quof.Non-Imp;aA" Glazed Composite Edge Fiberglass Single DoarYxnh OXO 1213912022 Yes Yes: No NA': 26 y-Therma Tru Fber-Glasaresnel Smooth -,Star Sldeli[e(s){Insu.ngJQutsvding XQ o)(or configurations) Nominal 8&p39,5 &quaLNtin tmpaot&qugt Glazed. CampositeE099 Fiberglass Dauble door with or XX a OXKO 12pr1=2 Yee: Yes No NfA 26 2, Thermo-Try Rter,CloWc and Smooth -Star wfmoutSMelites (Inawfng(Outswing, configurations) Nominal S&#3g;Q&quotNan-Impod" Glazed Composite Edge Fiberglass Single Door 12131f2022: Yes Yes., NO N/A: 27 za: Tharma Tru Filter Classic end Smooth -Slur (InswingJOufswmg Xconfiguration) Nominal8&#3 icluatNon-Irnpelo8quot Glazed. Composite Edge Fiberglass Single Door with 1213112022: Yes:. YeS. No NIA 28 :zb, Therma-Tru Fiber -Classic -and Smooth -Star Sidelde{s} NnswVOutsving X0, OX orOXO configurations) Nominal S&#390 8qupt,icn-Impact&quot, Glazed 12131=22 Yes.. Yes No N/A Florida Department of Business & Professional Regulation BuikYng Codas and Standards Product Approval Application Dela ll Page l of 2 1br202l C040 Einar or .Date Dpa3t Date Pending A. 1 . t. Version. NaMuradum &gn1{tr-j., EnanaxBLlConso-. Vandal dBe 'validated $011,11taw Fae Aoorbvat Aenroyod :Statue. Revision 2g2d 'MI Windows and. Dadra Want Sftungar Luis Roberto Lamas efryan M Urlch, PE lw,&2020 10(062020. iw119Pdg20 12J14=20 Approved . - CMegory: Exteflor Doors i717i W-3300 PE-62514 -f01T)31r-6494' - BubCategory: 31Ididg Fxtenorpoor AssemoltS bsningerp.mdcom Compliance Mplhod: Evaluation Repon froma FloddeRegistered ArchneGt ore Linensed Florida P of awned Enaiirear Quanty Assuiahea Approvedlior Uaa Approval far Usef.,, anuaot- De 1 a ... .9.L1 PYbduat Modal.taimberor Name.. FPadUet Desdrichen. o st'.Exoeatloo C �S@ Date, UI�k71L. out" 38.5(I!@R! Pressure -Er�.SIL 1-' -'&ERIE5420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12+312024 No: Yes No N/A 145-Y40uotixe0Aquo1; NON-REINFORCEID 2 SERIES 420 ALUMINUM GD S A S SERIES 420.ALUMINUM SGD OXXOXX. IV310024 No .Yas. No .NIA 969qudxac&q..t NCI`!-RE1NFORCEO 3 SERIES 420ALUMINUM SGO REINFORCE13: 51RIE6420ALUMINUM SGp REINPDROED Oxp t2i3112024 No. Yes No. NIA 145.314& a uot' q rilX 964,y , 4' $FRIES 420ALUMINUM SOD REINFORCED SERIES 420ALUMINUM SOD REINFORCED DBE. 1201112024' No: Yes No:. WA xo, xXseaquar,tts6aquol 5 SERIES ALUMINUM REINFORCED: S420 U SGp 8 IE8 20.A L N M REINFORCED EFt 4, A UMI V BCsD E 12r31=24 .. No. es Y... o; N.. I. NA 143&q.t;. bWd, Florida Department of Business & Professional Regulation pegei ar,2 BulldingCodes and Standards 119=1 Product Approval Application Detail. Conn !$nLS Data Pan call mania lkGt era Dn riamtfaetur8t f Engineer a License Validated By Con saR V` $iiNlSfu4 F9C Approval §19fiL BSGL-Y.89 RW914n 2020 wwM D.Iror; araysion'ofoveihead o.., Dwayne KaMINli John E.&.it. J.11IP AM... PE, i01122020-'092fff2t720 1023t2020 IVIV2020 Apprwd: Corpolailnn JW)763_eI21 PE-5t737 (904)821.5200. Catagbry: sowar Doors dkeirr"gwayne-daltah.c subCal.aoN-.£e Niai.i Extaridr:Door Assbnb(iea am 9e4:9 Prdtluc,LkodeL Number 4r Name: Product lSesarlDdat 46ii act levitation Dare'. 1 2 Cetaitle HVH2 gesisraiu-; a re- 3 800(V810018200 ♦E1105 901e; Mo. w'Idth 144#39;M height Glazing 12131J2023 No Yes Yes +310017$:00 &reliable In top'onntertn di tea ctlon 10: 9009J810914200 d1i23 16&#Qs Mas,ridth 14W9;Maxheight Grazing. 12I312023 Nc'. Yes: Yes. +30o0f 27,50 availaNein No or mtenne¢iate aeariam 11 8000/8100182DOW124 iiiewss Maxwfdih. 14846E Maxheight 31.0mi 1241C1023 No Yes Yes +UAOILW36 ava0able instep or btamladiefe sedloh, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application befall Panela2 I+srzoil Code ,ErtIIY.Pr Data Data net.: Pending Date T-0.:: version:. olanufactur.r Contact Enlinear& 4icairse .Validated By watidated Submired FBC>Awr 1 A,=Vgd :Sun- R®vlslotl 2(,20 'Mn Wlndow.s and DporS-. :Brent Sitlinger American Architectural Steven M, UnRh::. PE 11i1N202o 11I17f1020 ll2712420 Approved CaleDorw; Wndows t?17)265-3300 1Aamlocturors Ass.dtdon all)3TI-8464; llubCategorrt SSno HNng:. hselingerillimtati:oom ;Compliance Method: CuNdeiibn Mark listing gualuv A^su ones Aroomoul far Ux Aonm for Use rygpacl Erosion �a Prodijoi all IfinberorName produMDeaerintton Comraetexr4rattWZU InHlhfz outside14VHZ` R slstarl pressure. 2 185 SH 62X72 Ful)Flangd Frame IGISG Single Hung. I07f1&12023' tie: Yes Nd +bill-00' Lamkisled6kss -1-a CU Cn N � L CU O-� iZ 0 Cn 0 0 0 Co to 0 0 !� C o a� 0 0 _C6 U_ 0 _ CU > .0 2 0 CoCn 0 Q L� Q Z Z W J v N ca I.L. Cl,. N .r3 3 . W Ka ti3 � c- �ei �h V ICU i_ 0 erjF�J 0 O CIO`) U �V M OICU W Q z z Q J SHEET NO. PA 1.0. Florida Department of Business & professional Regulation P.Q. 6 .1 9 Florida Department of Business & Professional Regulation Page 1 of I Florida Deportment of Business Ill Professional Reguladflon Pass 1 or I Building Codes and Standards 1125,2022 Building Codes and Standards .I Building Codes and Standards iril Product ApPrOvall Application Data It Product Approval Application Distall Product Approval Application Detail code Entity 9 08% Date ode Pencil 292 INEE T- Version Manuffil Contact Fingirsearal-joachill, Validated Validated submiftsw FSO Approval Approved Status 22111 Sroll � tbda 20 Date plisidthol 2i ;M Inall 29i = Rate Percling .11W Rel 2020 Thest-T. Corporation Steve ,hopsi Lyndon 5. S.lrml RE Ryan J. King.. P.E. 1 DAD7r-1021 OW18i 10113=21 12J155i021 Appr.,Od 7VPO viarl Manufacturer Contact amino, a uconsks Valklated 1%; Validated sublinflitied ?!SCApproyal Approval Status liall Vanilla, Wit-hichurear Contact Eroln ... is Licares, Validated By Validated sub.itted YBCA-mosal A.-Nad status Cathirgiol aderior Doons, (800) 643-7628 PF-43409 (31 3) 76l Affftation 202C POThil.strisa deris Roso,rsl blorril SCOO -'CER IsIlarni-Dade SCCO -VAL 111F,M20 li�ullii 111i V2020 Approved pa'Asal 2020 W Windows and Doors Sternal American Archkwurl Steven 14 QI PE 1OW2020 1010&2020 10II1912020 Approved SIVIoCattigorf. 6winging ExWor Door Asamblikes easpersonothermal Category: Wndc,", (941�43l �786) 315-2590 caletiol Wridows 47175 305-3300 Menufactur-Ass.catardars (?M31l Compliance Method: Evaluation Fieportilroma m Subcategory- Single Hung Yosowsidgiggenowsides,f; SubCalograric Haftorsull Sildw bill,ttlihig.roinhvid- Florida Registered Archl or a Licensed Florida Compiler- Mani CWMMUW Milan, Or' Ul , orn Compliance Memo* Certification Walk ol� Lfl Professional Engineer I k4236-Ill - I I I - ,� , - I � - _� 11 I 11 � I i "I - I I .1 � � - I I I I - - - � . I � I I � _� . . I " , � I - I , , I I : . 1, �kiln�;ags I I . ". - I I . it adual - � � I �� I � , - , � I I ,- - 11 I . I I I I . 1. I : I - I , I ' �_ 1 7 , _ �' L, - - I I - - , I . I I I I I I � I � - I , f1AQW1oR11rPr*jUc1l , I ,,r_ 1, - � - I I � I I I 11, I I � I I � 11 __ - _ � - I 11 - � - I I I I I � I I - � 11 " 11 - , - I I 1, I I - I I I _ -, --- I � I � 11 - I - I 1, I I 11 I I I "I � � I I . I � , I I � I I __ I I - I �� - 7�� I- I I - I Quality A-- - I . I _ Z -, - I I . I - I Aarrovindfortnial ApprovaW.U.1 JIM ... ( � I � Deal I I ,- ., : - ,- . I I 1, I I I I I I � . I � 1, -1 - I I r ; - � L Approved for the � �_ - Approved ill luse, , Impact position ' Qua lily Assure in ce Approved-forijapin ApprovedforUse Innial Desil ses" Pool Model. Number or itanthe Prodarot Description contrast explingloncon, In hill outside l Kootenai Pressure all Wall lialial Numberifir-JILM Product D"unhothrrs In I outside lasistsisort plassunia soul Product Model, Numberor Name product Peacription Contract Expiration Date In HVHZ Outside i Resistant preasture 2 R14SW (L.'g. isni mi VIMA Bill Hung 1IM'I 07�30)2026, Y.s Yes Y.a ri i HS 188 I and li Frame 73.62 19-kill Of- 02MS/2024 I Yale No .561-55 1 a. Therma-Tru Fiber-Olassic and Smooth -Star Nominal ftil Squok.Non-Impacti4quoll Opaque IWIf2022 NO Ye5 No MIA Composite Edge Fitiorglass Sl Door (Inswriql0uhamni X configuration) 2 b. Thamni Flitier-Classic and �mcotl Nomirral Sill iliquot;Non-Impactiliquot; Opaque I MIQ022 No Yea No MIA Composite Edge Fiberglass Single Door with Sidelkal (firlavvinglautel )l OX DrO`X0 ounfifflueboms) 3 a Therml riber.Cal One) Smirl NomInal G&NI &Iquo�.Nondrinpant8quat:,Cpsiqloe 1 W112022 No Yes No WA FiberglassZomposite Edge Couphe Onior witi or without Sidelines (InsWrignioutialmni XK or C= configurations) 4 d Thamna�Tru Fiber -Classic and Smoothl Nominal 7,94i 0 Iliquot,11on-Implactiftuot; Opaque 12JW2022 No Yes NO MIA C;Omposte Edge Fiberglass, Single I (InifWN/Outwiling; X coftfiguraborl) 5 a Thermal Fiber-Classip and Smocith-Star Nominal 7&l UpubtNOn-lirripactSiquot, Opaque 1 U6112022 No Yes, No MIA Composite Edge Fibergla- tiftlerDoXwith Sidefill (Inswirip/OfitoWnig. XO. Ox or OX0 -figWraftril 6 t. Thermal Fibear-Clansalc and Smocith-Star Nombal B&#3BQ&quct;Non-mpact&quct, Opaque IM112022 I Yes P40 i Florida Department of Business & Professional Regulation I i or I Florkla Department of Busimm & Professional Regulation Par i or I Composite Edge Fiberglass Single Door Building Codes and Standards immi Building Codes and Standards Iffil=1 OnsvvinglOublivinal ociffigunation) 7 2. Thermal Fibor-Chill and smooth-ft, Nominal M#W:0&quotNQnIMpacI&qul Coal 12131 =22 I Yes, � No I Compoll Edge Filcorrillusleassinglial with Product Approval Applicathon Detail Product Approval Application Detail Sidelite(s) gnawng/Outsvvng;x�. ax or OX0 configurations) la, in I i !:I 1 ii i: W i I: I I ; I ;;III 8 h, Thermal Fiber,Ctal and Smooth-Ster Nominal 8fiM;G4quat;fkonImW&qLot, Opaque 1213112022 No Yes No MIA jjjjjjjjjjj1jjjjjTjTw� 11mgl: jjjj��wmoom�� NEW001101 I NEEMEM Composite Edge Ripargass Doubt& Doorwith or clade __ - Erl a, 2%1 We Oat, ft"An. We Cod- Endi of� Q& Elsto Oat, Pared. IMA Wthout Sidalltes (ImilivingfifOutswill XX of OXXO configurations) Ts"i V-1- Maniffiaturs, ciarl Vomddl el vall"Isal sVbm*B,d I Auumsel Aorvol A" Ica Version Manufacture Contact Emirwer A Liconse valldished Wholes] Sol Fil Alls-all Agarovedl III 9 I. Thermal Fiber-Clal and smootf-Allar Nominal Wl &qVot;Non-Impact&quot:,,GIazod 12,aV2022 NO Yen NO W Affirmation 2l PST Industries Jan. R.so-W Mian*Oode 13CCO- C5R 1,11-ill SCCO -VAL 11)05,12020 IiI0512(120 11111,12020 ApPr"4 Remsal 2020 Ml WIII and Dool Brant Bring. Luis I Lorl PIE snevil M. i PS 10MOnO21) IPM60020 40/fal 12/15,12(�20 Approved Composite Edge Fibwglsss Single Door category: Wsri (941)486-0100 (780I 315-25K Catagol W1,41i (717) 3,55-3300 PE-62514 (717)317-8464 (thsoihilt[Outissiving; Xconfiguarborl Suncistatildril Fivid jBilsiposlifiliffigrIndulareso isubConsiol WHOM, 1 1 bsmlno*ramlwo.cm 10 I Tharml Fiber -Classic and Shooffil - NoirnhatrSWIlil &quctNon-Imp2,cWquot,',Glarl 12/31r2022 No Yes No i oOmpli hall C.1tiftesnon Marl, or Listing I Pro I Comptlal Mothod,. Eveffiral RoW from a Composite Edge Fiberglass Single Door Wth " -,- '�'� , , , , I .. ... �� , , " 6' , ' " - �;' ,- _"' , , I -, � � , ""-',-�'-" _ "" - , " Forld. I'lleginallonlitl fivorl or ek Licensed Florida Sild.1118(s) (InaVvIngifOutswIng: XO, OX or OXO .- jiuAillitkoloptil I ` -'; , " �� " �'6 -�""" "'-""-""-�"""��"; z'-,-,',, 'i, e � ... � I , � , , � - - , , '�' , , �". , , , ,: , , ,� , "� " , " _' , , ',",�"; ': 4 � , I , '_' - �' , I, 11 �1'1 I _ , I )" '' " '' , ��" �:' " � I� 11: , , , � �' �' I , �-' �'-�' " ,,, - I , ,__' - , , "� �1,111 .", " �"�' * � , : � , � � _ � , I , �'� ,,, rl� ,� , "',_ ' " " '� I Pr.fa.iolmlil Engirollsr configunisti."s) I , ,. I � i' , , , _ I I 11 -1 _ v z' I I :';'�� I I I 1, � ,' - , , , " ", �� -, � , '�" ,� , , , �"' 11�'�' I 11 � I I - , �_ __, .... . .. � ,, , I �� I , "� I I I , , - . .. . , , " � " I I I ,,, ' , -, , , � , , ", - " , � I " ' � I 1, I 11 k Therml Fiber-Cfassio and,Smooth-Star Nominal ilsil 8ocluctNon-Implactaqual Glazed 1213V2022 No Yes No MIA Gul A,,r,,,, A-sildfortloo hiscrovildforthus Imial Deal " '44ok-ewil . .. I 1, � �� ,'' , , , � . . .... 1; " , :,�,�,�,,�"--",�"",.",�"v",�,,�""-,�, , - 4: '� _ I "'," , " :' � ' � i : '�; � �' - �2 , , , � ; � I , , � � �%, I , � I I � - I �_ , . , 4 � �_ � j , I -1 "I,"",", `�':� _�' 1 _ " � � .. ... � � , , 'e- "�"'�'- , __ �! - , - �� .1 - �v I I , , , , ""�' : , � �' , " � , , I , , � i , Compoiete Edge Fiberglass DoubksDool or EmA Product MBM. N,ft,r Or Name Pri Onydal contract Mociral Oat, in i Oulaild, l Resistant Pressure , , , � � - � , _ , , 11 I - � I - - 1, � 7 - 1 � I �� - ��:'�' , , I - - Without Sidelltes (MeMigrDutsiving; XXor OXXO 5 IIW-5320 fLArga Missile IMI Moyl Fivis] Wind- 0440/202� yal Yes, Yes NiA goluAndam A,U,,Wd For Us, Am,o�� 14E U- lmmed Coal configurations) 9-9 EEIII "'pal Number or Memo product D ... mail tretract enaireld" polo in I Outside Will Resistant Proal 42 I Thairml Fiber-Cleal and Smooth -Star Nominal 7&#3g;0 &quatNon-I mpactill,quot Glazed 12131 =22 , No Yes No MIA 2 -1704 Varl Aluminum hilull 12PAW1124 M, Yes yes I Con-piceatis Edge Fineqlaossfiglis Door (Imill utsving; X.Confligiural 13 M, Tharml Fiber-Clissisliosind 8-th-Sill N-Inal 7filhill Sol.olal-limpledliqui GI..d 12)51,12= No Yes I MIA Composite Edge Riberginissi Door voth Sidell-tela) OnsWingtoutial XO, CXor QXO configurations) 14 n. Thermal Fbar.Chill and Smooth,Sbar Nomhal S&OI 41quothon-I mpact". Glazed 1213112022 No yes No i Composite Edge FilbargensaSInguis Door (Irealving/Outilwil X configuration) 15 lo, Thermal Fiber -Classic, and Smoot-ft, Nomined 8&#39:AquotNo.nlmpsct�,quct Glazed 1200022 NO Yes No MIA Composite Edge Fiberglass Single Doorvoth 16 17 p. Thermal Fliaer-Classic, and Smooth -Star q. ThBmsa,Tru Fiber-Otessac and Smicloth-Star Sidelfte(s) (InswriwoutieWre: -, - or OXO configurations) Nominal Bill 4quotiNcrin-ImplactiSquoll Glazed Composite Edge F111herglase Double Door Wth or without sdelites; (Inswing/Oute,iving; )Q'I or.OXXO configurations) Nominal G&III &quo&:lNDBlmpWMql Opaque Composills, Edge FiberplassSinglee Dporwrth 1 MI 12022 12131=�2 NO NO Yes Yes No No MIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Appliforvist Application Detail Paget Of i 1WO21 Florida Deportment of Business & Professional Regulation Building Codes.and Standards Product Approval Application Detail Fail 2tf2 lMD21 tianjaisaafflal I ; ; ii I I i 1 I I , FAMEMRTM 1 � i I 1 ily; � i i 11 mmammmomilili 11 NON ill 1 ! 1 s i i! Ill !I gilloillini ffiolffik,,IggvlagolyANAL= I i; ill ii I !I I 00010101011 Transom (InsssingtOutsveml Oil configuration) ffelffilmaim MENEM= 101011M affiliffifiliffliffiffilitiffitil 1 I 0 Ill i I is rr 7hernal Fibeir-Ctaill arid Smooth -Star Nominal S&I 8quotli mpact%quot; Opaque 12131 =2 No Yes No NIA �2511 Entil Da" oil. i sending me �19121 Stiffty or 211 = Dom poncill 20 . Composite Edge F,b.r,_ql- Singlia Ob.-fth mm V-10in pill-recomer C,rA,l Endrol Uhial Vandal list Validated Subeill I Atari Ala-vild stal Iva Wrenn Manufacturer conised Enel- & Lo*ml Velfill 1W Validated Submitted FBC Arainsival Annifivoliall Seim Sid.litisil.isil Trans- (1-1.910uts,ing; OIXO. O/Ox or O/OXO configuirsti Revision 2020 James, Hal Building Producte. Inc. Chad Doniks V, Alfdro�, Tan JOB Southard, Ill 01101=1 12M412020 01)084�02i di I Apo,, fine'llia" 2,120 Ahild. 141�k Tholl Lyndon I Soll P.E. Ryin J. King, I 02i'1512021 Ol I 0i (30312021 Approved 19 a Therni Filber-Classic and Smooth -Star Nominal 61ll &,quot,Noin-Impaotti Opaque 10311= No Ysis No WA catogi Parel Wadi. (ill 545-8359 RE-fil (352),Wl Callol Pan al Wall% f3lo)922-2389 PrAW9 fatal 70-6555 Composite Edge riberg " Single Door with subcategory: Elting ch.4�dordka0j-.hadI 8.1iCaftal Soffil nthorpiPn&ls,W,.c.. Sid.i On-Ang/Oub.Wrig: XO, OX , m OXO ComplIbi Maul Evaluation ill from a s- C."llar- Method! Evaluation, Report from . Continuous Head and Sill configurations) Flodda Redilitered Archral or. Licensed MPW. i Floglat-d Ar.1i or� O Licari I 20 t Therml FInfer-Claosk, and smooli�Sbrr Nominal 8&039,0 &Pul i n-roolotiliefict; Opaque 1213tM22 No Yes I MIA Profiessforal Enginew Professional Engineer Composite Edl Fiberglass SinglarDoorwith I I I I I - I I . � � I ' I ,� I . I I �' I 11 I � - .1 � , z I � 1, I I - , - , , 1. - ��-, ' _� �-' . I � - I �' r , . ' -- Sicleliho(s) (!nswunlyOutswing; XO, I a OXO �rlmmifl poidw� I I � .� - I I I � - �_ � �� I I I I I - I � � � I � � ��: � -, -1 � I - 1, _� , 1, I - � - � � 7 1 1, I I -1 , I � I I I ' I 4 il - �__ " _ �:' - I " 'L' 11 . I " . _ _, � , . � ': _ � , ';''�7�__ � :_ ", - I - "I , - v � � �_ I :; �, "', �' - 11 , �' '' : , . I - I I I I 11 I I . � � � , � ---,l,-,' , " . I _� - - Z"--__"i_ �� - ," C_' �_' I �_ - 1, i -- I - : _: - '' I . I , '' .- ,:" :1 I I -1 � 7 21 u. Thermal Rbar-Clan;,ste and Smooth -Star Continuous Head land Sill configurations) Nominal 6&,M;8 fliquallon.Impactil Gl�ed 1281120M No Yes P40 l � I � ;,- I Quality Assurance Approvadfortlilin, flanorill for Use Initil Down I I I '� - �� - , , I 11 l� I ,. -, � - - . �� , " ,., - I I , I Qual Assunarl � - " I __ __ ---'I., � ,li-ye4forus, "I , I approved I, use � I I lifigi - - Deal Composite Edge FIbe rg less 81i Door with 111"A Product 0 ode], Numbear or Name Product Drocril Contract Exelral ll 11) I Outside Will Reishinal Pressure Sale 4 Product Model Nurnbar., No- Product 0 .... pi contract "nolon . Ir, EVHZ Cludeld. I Roaristal Prossure Sidelti (InsvivingfOurfiewhril �CO, I a OXO I Cerni Lap Sidwo ib-cemant Isp alichria 12/al)2M Yes Y. i WA 1 a. &qud;2Till Si Vent or Sold Viry WIR iW11ROZ3 No Yes NO MIA Continuous Head arid! Sill cilinfigninathil ' 2 HardsPill I Sli lber-c-ni hill -Wing IMU2023 yo. Ya. MIA NfA 2 I ikoid,!IIIIIII 1-4ilquot: tollit Vent or- Solid Vinyl $big 12131QO23 No v., NO NiA 22 v, Thermisil Fibc-r-Ofill and Smouthi ' Nominal ftill &Iquicol-Nor-Impactsiquot Glue 1 V3112022 No Yes Nl WA 3 , a� itiqnot:Gninfribrial vinthigo B"dsdsM:,SBIff. Vent or Sol VW Boni JWV2023 No Y9. No NIA Composite Edge FibeiijifirsisSings Doof�yyrth 4 d. &WOtoffaquot, sl varl Said VrVf Si i2rliT2023 No Yes No I Slidell (I nswInglOutaWni XO, OX or WO 5 O. 1,cuot:Chartor Cialkaell Sol Vent arSdid Mini Sorlit 12/31)2023 No Y.,, No NJA 23 vv Thermal Floor-Classio and Smooth -Star Continuous Head and Sill configurations) Nominal 88,0084g.ot;f4on-fimpootibri nal 12131/2 No Yes No Ni 6 f. &qu.t;suw spral sl , I Vent or gold Vill SOfff IV3V2023 No V. a No NIA Composite Edge Filborithael loonehissufth Vented adelisil OrovvirglQuisver XX )l .rX*0( configurations) 24 � Thermal Fiho-Clisiisic,anld Samth-Star Nominal Ii i1quotrilon-Impactaclion; Opaque 1213112M No Yes No Ni Composite Edge Fiberglass Door Pan" All Vented Sickillite(s) (I risvVinglOutsivini., )O� �Mor X)QX configuir.b.n.) 26 y� Thfs�-Tnu FlO.ZlessilIe and ShvOinfli Norninal S&Jf3g8&qu.l;NoR_Impzat&qi Glazed 12l31r= No Yale NO NJA Composite Edge Fiberglass Door Fail khrith Vented 26 27 .. Thiammill-Tru Filow-Vassicarld Smiciath-Sta, za. Themni Fiber-Chasslicand Smooth -Star Sidelital (friswingiCutewing: )O( XXX or )OM cianfeurefons) . Nominal Wi &quokNon-Impeovill Glazed Composite Edge Fiberglass Door Pilhals"With Vented SId.Iftl (Insivinglioul XX XXX or XM configuration.) Nominal ft";8 fill,clucitricif-in-parotil Gal 1WI12022 12i3112022 No No Yes Yes, No No NIA N)A Florida Department of Business & Professional Regulation Buililding Codes and Standards Product Approval Application Detail page I Oil loel Flodde Department of Business & Professional Regulation , Bulklng Codes and Standards ProductApprovai Application Detail Palo 1 .fl Iffi= - . � I I I i Composite Edge Fiberglass Single Door with 38fill I 1 1 1: , , 1, 1 I , ... 1 1, 1! li[IIIIIIIIIIIIIIIIIIilill=, 1 i!i I I I - 11 I I Sidelil (InswingiOutaveril XQ, OX or OXO configurations) Cod, priti or lial 20 Ogg, ponch. jbft riltill! "y or Daft Date Dil Psanding 29A 28 zb. Therni Fiber-Cessic arid Smoorl Nominate'0&quotNon-Impact&q�ot Glazed 1 VW2022 No Yes No I'MiA T Will hiliensuratinfurser contact linalrener & License Validated shr Validated submitted FaC Am -al Allfarl sidua IZA Vilarl Marsurfilsol C.1tal Fhdrsl Lifices- Validated Bil Validated S,b,ltt,d I A-val Ala-liall MAI Composite Edge Fiberglass Double Door with $&sl sdoites (Ins,'Aingloubal O)0(O ROVId. 2= I sull Products Ll - I r;l Ft oten 1416"ner, John W. Knisal PE 1010412020 (*12912020 10)12�2020 17ji.-I"2020 Approved ReAlill 2020 L.V. Thompson, I = Me Thompson "Itecturial Tol Christman Zachal 9. Pril Steven M, ti I 09117=20 Owl 6nom 09=02a `12ji8n02o Approved configuration) (careal Rooffing 017flill!4,6844 PE-59155 I 772-6224 Metals Company iTAM1CCB (813) 2il PEl (717)317-B454 a zo. Thermal Floor-Chunill and smsaothwStar Nominal Ba,fil Ill N.n-lmipsl cNiot; Glazed 1213112022 No Yes, No NJA WilbCatogni unlealayments, kerld-2innsegarnk-Om Category: Roi lonyo-tiorrisawro.ni-lill � Composite Edge Fbi. as$ Single Dw with i!f8#3g,,0 Ccimplial Motholift Evaluation Roportirom is. SubCategolay: RwInig Accessories that are an Sidelil (I nevvinglOutevving; XO, OX a OXO Rodde Registered Ard,il or. Licensed Psitid. fintogrel Pon .fine Pool ". Conniplial Method: Evililluetion k9port from a so zd. Thorml Filbof-Clasecand Smodith-Star configuration.) Nominal M#39,'O&quot:Non-Impa,ct&quz�t,-GWzW 12a-112022 No Y.. No N/A Professional Engine,, , ' , I ' ' - '��_""""k,' ' Florida ResphatensidAr.hilbector. doon-if Ford. Composite Edge Fiberglass Doutbletfoorwith � � ""' ' � --" �_- -,',' - , "' �" i " , , �' " , " ., - ,'� , _ _� , """',_ - , , - , _ lit 1, 4iiii4iodifilit, I � � �� _: � I _�' ""' , , , - , " -, , � - y," � , , - " ", - , - � , , 'e___" " - �"' � , , 1, - - " - , � � I � � I " - �' - , '- - , � �' "�," , , -- - ,11 I : �� I � , � � � - ,�' �� ,�" � �:3' """, "'," i, ,,��" �,"e " "-"- ""4 �_'�' I-, � , z' I - - � , � �'�' �- � � _ I �" - 1 , - , - r 1�1 _"' 1, . -, ',��'_ "I'll", i,""""" " ,;; � " " - �:" "�' - , - - �'�,�_ , _ - ,"� - � '� __ ,' , - I � �' �' ,�j' '�;� , : � ��-�' � �' ' �" �� ,r I �"" , �"'- �"'�:'�"-"" ,,, "I", , '� � ' I'll - "I" Professional Engineer U435i Sideldes llml��nglOutswhrg; OXXO I � , " __ - _ I , " "" , -, ", - , , , " , � 'I'll I I I . _ � � , - I , , - ', " � I I , 1� I I , 1 - -, - - �' I" �' �' , I I , _ - _ 11 '_ ", .� _!_ '�'� ", "'�,' � , "" , , , , _ - � , - r , � , � ' ,� - I � , , 1, � �� I I r , , , � �� , - , � ; , " "'�"" . , " _' -- � :' I 'I, � ' , - --,-',,, I -�l -, 'i " � ' '�' �,"" �'- 11 : ''I I , , - , , , , - , , I � , I configuration) QuOlIfivAssurartat Anxisaidlierujifir Androvird for III jigial Deal- -iiiii �. I ; � I 'i '� " I - I �'� '�' - , z � � , �� _-: `� 11 " - , I I., , , I , - �� 11 , i , , I , '' I , """'_' , � , � 1' . , " � , , , I I , I , _", _', 'I', � , � , -, - � � - " - ., '� I I -_ ,- I 1�1 � � " � : r �� 111",,","","", , �' , - - "� 1, , , , _ �' , , , I .�� , "', _ , , _ , ,I '' , , , I , I , � � _� If I I -1 - - 51 as. Thfafmill Fiber-Cishill and Smo.th-Star Nominal 7&I filqUot;NDif-lirnpact&qual Shafer 12/3112022 No Yes No NJA 1-4 Itc.ductmodul. Number orklem, Imillinct Doesorkilkin Contra& E,,kW- thol, 1, l Oubill l Resistant Pressure Qual Assurance Approved for Us. Aboroired for use knout 92M Series Composite Edge Glazed Fiberglass Single I TAI Roof Urideflayments (i Roof Ato5dilYniCitill for Ul In I i 0612912023 Yes No MIA N/A — HV' " Firralkil Drindrolkinn Contrand Eneriftion Did, In Hvtiz Waild, H"Z R,,I,t,M Prossam, Door Wth or,slithout 1 Ul adeliBill (InsivAre/Ounswing K OX XO orOxioconfigurations) 2 TAMKO Rod Uftd0r1a�ant5frIIoN-HVfl jUnis&d.116. pecturvierlaymoraforull FaCnm44VW OW2912M No Y. MIA rVA I 2 =11:il ,nl siiii Sill . Tie .. Goose.oll 20 g& static roofyordledor with baffle 0910012026 26 I 09/0912026 Yea No Yes Yea W/A NIA MIA -Q�til jurmajons. 3 TAMCO Off-fil RoofVol Banke 26 0. slift roofvortral Integrated bal OWI Yes Yes M/A i 4 TAMCO Round Top Off -Ridge Vent �ftlh Baffle for The 26 I staff. root'ventlisdor Mth baffile 09MI2026 Yes, Yes MIA MIA Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FL#6259l Qu El o DR% Date Dall Date Status ly p_e Mani Manufacturer Contact Engineer & Validated By Validated Submitted Pending, ARproved Approved Revision 2020 GLASS USA Maury,Aipel License John W ID12512020 101221202C FBC 12/1512020 Category: Roofing S954233133OSmalperL@polyglass.00m Robert Niamirren Knezevich, PE Ajjproval Subcategory: PE-5916B (954) 772-6224 1110112020 Underlayments Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FL#6259-R311 Products QUalLtl/.AftUmnoa oved for. use ApmMigruse, Itilill AMA Product Mlachirl. Number or Product Description, Contract gailrall Data in Itt"ll: Ouitside Ill Resistant I Polyglass Roof Underoyments Rooting underlayments III No yes NIA I Polygilasis Roof Undariallyments (l Polyglass; roof urderfayments, for use In FEC121230323 Yes No INIA KAIZ judscildons. 2 Ill Roof Uncerlaymerits (non-1 FOIYQI*-S roof UnderlifUrnents, for Use In 1272all No yes WA Fall non-HVI-1Zjurisfictions. I Polyglass. Roof Undeftyments (HVHZ) Polyliflass roof underlaymentsfor use In FBO12l'2312023 Yes No NIA l judiackollims, 2 Ill Roof Underlayrifel (horl Polyglass, roor underlaym I for use in Im3i No �fl NIA III mml judslikotiones. 1 ill! Polyglass Roof Underlayments (I Poll at roof undersyments for use in III 7123I Yes No NIA HVHZ predictions. 2 Polyl Roof Undelayrrents (nicn-ll loolygial roof undedaym ents, for use in i2rl No Yes NIA FBC non-OHZjunisdictions, 1 Polyglass Roof lJoderlaymeni (HVHZ'p Poll roof und erl al sel for use In Ill W2=2,1 Ye Is No NIA HVHZ i,iliskilicti.m. 2 Polyglass Roof Underlayments (nonI Polyglass roof underlaymerits, for use In 11 2123=3 No Yes NIA Ill notirl jurisdictions. Dad Prilissixis 4NIAI-622.5 NIA -INJAI-ML NIA -Ni N/A -NIAI-622.5 NIA -WN-622 5 Florida Department of Business & Professional Regulation par I of 1 Building Codes and Standards 1125022 Product Approval Applicatillon Detail 9992 Entil AA Date Date pool 2W& Type Vessel Mannufactu Coma. E1111110" Ill License Validated By Validated Slitimethad Fail Apo!gWI Approved Status Revision 2620 Ali American Shutterilliardl Glass Mike Bariblei Frank L. Berinardl. I Troy Bishop, P.E. 10ti 1011 512M IV0512020 12116020 Approved Category; Shutters (561) 712.9i PE-0046549 (954) 947-0880 Ifulacatirgory. Storm Parl mi lamericanshutte Compliance Method; Evaluation Report froma recom I Ida Reg histered Arc h1tact or a I licensed Florida Professional Erigmeer I -1 I I 1_1 I I 1. �_' - ... - 1 � - _�' `� �' � " � .'�.� - - I , '_ 11 I I - -, - 11 - , 7 � I . - e": �' ��_ I , :" I 1111 -, _11 _-, , � I , , - � - - I , '_ � ; � � I I I I 11 � - , �' � - :7, I _" � �U.11llrao � '�,t I r ," , I �7.� ,- -, � , - , ; , I I I I- " - _" - I x I I I - �i . I , , I- 11, I I 11 I , � - I � 11 I - I - -, �"' QualovAssurance Apo alkiffirLiffs? Approvedfici :'_: I � �' - � impact I � � I ' I I Denall Sol A Product Model, Numplarorhill Product Descriptlari Contract Expiration Date In I Outside HVHZ Reshintilin Pt�p 1 24ga Galvanized Steel Storm Plamels 24g. Gistvanized Steel Storm Fall 1213-I yes Yes Yes WA Florida Department of Businel Professional Regulation BulldftgCoclas and Standards Product Approval Application Detail Pop 1 Of 2 ,V'021 Lial 291, = Me Paini Data MM V,,I- fWarralsacturair Cargill Enothool Lftaoi Validated HY � Vandal Submitted FAC A-val A-a-ld Stalul Revision 2020 MI Wnd-, and I Firant Sittinge, Aminica. Architectural Steven sit Ul PE 11)2=020 iij=2020 11,2&=20 APOr-d Catopol Mriki- i 71 7) 385-3'00 Isisfurfautumers Association (717)317�8464 "Ciftergary: l bsitirigiii-QBirvil- Compliance likerth.dill Carlifil hall c- Using I I � I I � � I I - �" jWft4fLJR1'4jXj4l , �': , - -,'--' �' -, I I � - � �' - I I I I I I � I � I I . � - 1, . . I I I I � , I'll �1 � see 4 Product Model Numiger Or Nor" � I I - - _1 I I Sligil ...... Product Despil Contract EKDIEOMII - - - I - � Ini =0 In l Outside i Roslstm leeks, pressure 1 185 I 73.72 Insulated Glass 0410MO23 NO Yes No -M-60 Florida Department of Business & Professional Regulation Building Codes arid Standards Product Approval Application Detail Pop i off IIW2021 issigasiffilliffiffilEffil al IngenuLlim I MIME= BEENE= gm liii'ililililiti�� Entity I I 1! lo i 1 I '', ,; li 11 NO 111FAINIFAkIlFARMI AU Dow Rd, P-di- 111111111FAIM ' 2as Type yorso Manufacturer Contact Efi(otim a I.I.A. Validated By Validated Sullarl I AIXr*VaI Aporoylod Sill- Affirrividlon 2020 PST Industrials Jan. R-W Mami-Oade BCCO-.CFR Nifilmi-O.o. SCCO O/Al. 11105j2l 1 V0512020 11i'1112020 AWO,od Calogory, VVIndovis (941)48I (71115>315-2590 , sullicalkal M"i trosonivskififigfirsdulifflosix CWplion". m4m.O: C"I'luid"Ifflon mark ol, ul on, _:' �" , ""'�_ , - ' _"_ 1. " I ',I, � �- -- " - , ", � �jillll ): �:"�' , �;' �� - ' I .1 I ,� " _". -', _,' , � -!'��' � I , I , �' -, - " � i� I � 11 �' �, ,,, -_�'� ��: ':r 11, � �'t�111 '_'�%��"�'��" ' " , � --, � :'� � , ,� , ,�' I 111,� ,�,�'� , , � , _ � , " � 1, : -1 " � , -, . ', �' , '' � I �� , " , , 11 ", 1, � �'� 11 I 1%, 11 '',- " ' I - --, - - I 1, � , � , I "�"_L, �"�"' M""""�,",," ' �: � I ,� 1, I �� , , , I " '� �� ' � � '' " , I I ,. I -1 I ,"_ , �' �'�' I 1 I I I 1, I I I Anaravoliffortifirs A-vadfarill jejal coal 3013* Product Model, Iltmitrasorklauto Product besoripi Contract Expiration Date Ill III Outside KVHZ Resistant Pressure I hilull TorAll Doors and Windoes Aluminum Mullons OW26i'l Y. Yes Yes WA Florida Department of Business & Professional Ragulatlon Building Codes and StancWrds Product Approval Application Detill Pill I of 2 fail .... I � I III I Coda I I I KWANKMERNMOLVANDIREM 91dil jittEdhesigillialipasal � ! I I I! i I � I I I I III I I I ;; I I I I I I WER&M 2" Dole Usiga Pearl 20 T"I'll, vensiar) Manufacturer contact analnew & Wool V24matod By Validated Submitted tal Ablorwal Approved status Review 2i GAF hll�hli.l StI.1B R.Oart Norl Join, W Mo."&. PE Dll,?M2020 )i 1WOZ2320 1211:l ApProvod call R.aria k6l 7al PLI-68166 (44) 772-6224 Subcategory: Asphalt Shlinges nn%eh&ir`.Wm Compil-filaddid: Eveluill R.P.rtfr-. Flodda Roijistered Architoot or a Licensed Foll Professional Engineer I I .ftelitQ124-110 - I __ � Arsduat � , . � � , , , � �,_'- - I'll -_ - I - I I I -, I - I I I � 7 - I I - I � � I . I I I- � I � - I I � I � I CAWRy Asill Approved for Use Approval for ii fill= 211I iz" Prildul Mal Kunter or Nam laroal.ct D'iscriptlOn ci,gtrad EigAral Data In Hvtiz oul Hy Resistant P-sure I GAF Asphalt Roor Shol Flinerglis, rifinforced 3i leminal 5-tilb and 1211W2027 I yes I Pli hipfridgis asphalt shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Apprcl Applicadoin Detail page 1 Off i0mi W: � 1: Will I I 1, code I 1 all 1 a 1 I zl 11:1l; iingklsm:iii ;iI 1 11 ii ' I I NON= ; i I 11 I! I ,: I :I I Minfity or silti� I i 20 2a Dam Pencil SEENEW 2& TV PI Va'sion ftbin.factil coried &191111-&Ltt-. Visual By Validated Buterill I Apprissill Approved at-t.. R.I 2020 l I Products Inc Clark Jones J anot L, gil P.E_Q Sol I li PE 09I 09,25=20 10,04f2020 12M612020 Approved Category: Rooting , I (904) 783-4400 C2UCK 6nernearrsit (717) 317-S454 S-bCal R000pA.coss.ns,stral an cankers- com PE-31242 Integral Part ofthe RW*ng SYshM Cginfrillarnivillfoill Evillwation RoPoitfivirn is I ROB.t-dA,Ol Or . U-sed Florida Proni ... I F'ore. "I'll ' :' , �� " " I �' �" I I- ,,,, , '.' ' �� ', _1 � -" 2, �' - "I' I 'a �'',� - , , " 1:' �' ','-" ' 1, I � : I - �' I— I "I ' ", �� 4�' -, , I � , � I I I I I I I I � � , ,'�" 46 � I - �1� 1� -, -.-,,--� I , '"" I I 11 � � I - , - � :' I . � I �'_ , , ..... 7� - �' , � " �' , I "" ", " , Quality Assurance " � :", �: '.� -, 'e I I I, � ", Angrosiod for Use ",,_"�- � " � , , ,,,, � , I I Aggroveff for Use, ,� Impact - , I— � paslim 49-9 DJOBW Model N.Mb. X No- Product Iffe-bVion Control E-jell- MIA In HVHZ ,Outi I liblishosell proinsura � 3- FLAMCOfliquill,0V 10 Ridge Verit"flol: AJumhuh) Ridge Vents for pitched rools fabricated J2131,2024 No Yas NO MIA from Q.UY Aluminum Florida Department of Business & Professional Regulation I � Building Codes arid Standards Product Approl Application D , etall Page I Of 3 1(712021 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of I lf25(2022 Gga ,,I 1 !I ' ''I iiiIlliiiil!illll . ififfill MENEM= I! i ;;III!; ii Is I! I ,; I I El I 291 1 I ill; I ' ' :,: , i; 2" 1 I I 11 I I Ill !it ll'!!'!;Iill�lll11!11 1 !I :1 illPisil !!Ili 1: B ;Ili Ill i = I , NOMEM gift Coda Entity a I Date Dato Pending Data Ts'no vocal- marmlifiect. corded E-1- & Lj-. Validated W Validated Saturated I Apprasa[ A,D,,v,d Still Twe Vocaloin Manufacturer Contact Enainear I U"nso Wfidatild Validated submitted F&C Approval Approwd Status Revision 2020 soral focring Anderson RON. 64MO Unit- Evskiliter, GwyVV.Walku 11,03r2020 11)02?202Q IIIW2020 Approved Revision 2020 Gloibal Protection Produl LLC, 71M Robinson Wall A. Tilt Jr. RE. John W. Kh.z&vlch, PE OgffiBr,KM MD&= 1(voir2=1 12M&'2020 Approved cateew Ricans (&DI)380-6091 servical I.I.C. (205) I?S4�01W Calvi Shutters (954) 689-7545 Pl (954) 772-6-224 SACatitil R-Ing Tlill RoblinAndersom(pboril SubCategor1r. Stamn Panels tim.robinsionUgpicaritcil Compliarvia Mani Evaluation, I ROM a M Compliance Method: Evaluation Report From a Product Evaluation Entity Florida Registered Architect ol Licensed Florida 'll 'Anadvot, , I .1 - '_ - , , - 11 : . I - -�' "", ' - "� � 11, 1, �_ - � , ' ' -, - , -T � I I � � I I �' --- - I I I � 1: - , , " . � ''I -- I . I : , , I - � r . I I " � -_ - - _� -- . I �_' ' - - c : - - - ''_ ' ' -1 I " I , � �'; , " I I I I I I ,� I Professional Engineer 11 I - I I I 11, I _�' I ' " I : : , I __� I- -`��' 1� � I I I I I I � .1 .... .... 1, I—, � � 1, - � '', :_ � : , � , . I ........ ��' �' � ,� � -, , I Qui ASSUr&Mt I -1 � , � i, � , " � � , Ariprol IsIr Us, " , :�� ' � Z � 1 Approved file Use I � I Iggibil - I Dolikin I -_ ��' �11 , I : , -, I , , 1, � , � �_ 11 I �'��.� " I , 11� "" - ml�gducfr " , , ,; : , I IiAllil - � " " I - 7", ", I I � � , , , I , I . I ' " -'�'- I I I . I � � I -1, � ; " I � , - , I I -, - � � , '' . - , � � �� I , - I - �' � I I 11 I - I - , � I , I I , 1-1 - , ,� - _�" " -1 - I �' I 11 - I � �, " I I I I , 1� 11 I I I I � � ,� I I — Product Moded Numbers, Product easoriothn, Cardneil Evilifiral Data Irl Ill Oull hill Resistant Pressure ADM,Md for Use AmprelVed for Use Impact Destan is Sixory- Shako, Slate. Country Slate, Spit Old Eni Fiat Pro% - Carl CO imiQ020 No Yes 14 rA MIA a" * Prodget Model, Number or Name Product beliscrill cofthft"ate In W Outside l Resistant Pmusum 'ni Unip; Impact 1 20 Gage Galvanized Steel Storm PaBefs/HVHZ Corrugated Galvanized SneelStorrin Panels retained 126112022 yo,s Yes -7.7. MIA 17 Sal 900 - State. Shake Aurni Split Shake Flat Profile - Stockton CA 12Y31r2020 No Yes NIA MIA � or not by tracks to provide hurril protection, 18 Sal WO - Slodl Shake Asimp; Sol $hot,. Flat Profile - pill CA IVMR021) No Yes 141A MIA , 2 24 Gi Galvanized Steel Storm Pa.e1siNHVHZ Corrugated Galvanized Steel Storm Panels retained 12i,3112022 No Yes Yes NIA 19 S.ory 700 - Shake Sfirbitissirl -Split Shake Flat P,ofil. - StOckton, CA 1213it2o2o NO Yes MIA MIA or not by tracks to provide huril- protection. 20 2T a ... rQ).an- ah"'"'Sat" ".."; Soft Sill Tai .1saroillon. Flat Pri Rall CA 1,V3112 20 Hgh Prol - Katy, TX ZQ Q020 1 No No Yea Yale 14 M I I I 28 Vill. L- profile - Katy. Tit 12,31=20 No Yes 14 tA N,A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Data 11 Nice I O" U7=21 Code Entity or III 2& Direpstindrim Dift I= Version Whon,fastuar careful Enchissir & Unal Validated EW Validated sassitud FBC Abar, Ammased ROM Revision 2020 Alpine Si L-in tCC Svilifinal Sarl LLC W91W� M. Ronarl. PIS 10nii�020 i Difli i J)0512020 1110/2020 Approved category: Shliftral Components (321) 710-2I377 (407) 661-1917 0.1hCal"i Tr- Plot. s"PajospreftwoOm Oinnifillionso Method; ffi,suari Rall in- O Product Evaluation Sift - I I .' � '. 4 � -� ' , ___""-:,,'%'�' , -, ... , ", �'z)" -1 g 4, all , , , � " , � - . 'ji 1 , -, "��' '�_ I I - I 1� "I 111�,' _ I . I - I � , , � � , , 1, " , - , , , . I " , 11 I - , " - I I � , 1, I _:' , , l'L: , �: I �" _� - , .' , � I 11 I 11 I 11 . � - ::", 7 '� � , , , � I I , I I I I -1 11 � ','��z"'--"'_"-�"'- I �, I , I : " , I �' - ' - � I - - --".""'�' , , . I I I I ; I � � � � � I � � I I I ,,, Quail A-unevc, Awnvedfla-Uss Approvedfarthia Wool D-1-01 SOON Prodil let Mode, Walter oil Hill lerbilluct Deffilidleto Central Extilrothat Dal in I outside I Resistant Pressure 1 17W BOG/Alp]. luilher Sherl I S-smil V) met.] C.larrectOrPhilits, 12/31J2024 yea Yes MIA N/A 2 ITVV BCGI hinge Plate Metal Connector Plate i213112l Yes Yes MIA MIA 3 ITIN $60bwoa Infloc Met.) Connector Plate IW112D24 Yes Yes MIA MIA 4 17W EICGIAJPIBA W.V. Md.; C-..w Palk, 12131,2024 Yes Yes, MIA N/A � Florida Department of Business & Professional RegWation Build! I Codes and Standards Product Approval Application Data 11 Page I .r2 1002D21 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 or I ofill Florida Department of Busillness & Professional Regulation r BulidingCodiss and Standards Product Approval Application Detail I.AqO i cf2 grol al aroft or Data ad.- bate perldiret 23112 plegaigagialtalWAMI millemospommm Cod. l 1 i I I I 1 i IMENISMIJINNENJM; nomosamomiNoom i I 11111111010i'llililil iii�:iiiiiil!lllllllillliilllillimiiI ill anfirl ac I !I Data Ded. i I i; 1111111111111111111M Caft Perid- 292 FLIAMBIL-iffmommmom i I i I; I I I: I I i magnmemommomom Cod& I I I I I 1 1 I I I; I i I Will ,I 'MMMMMMWM;j!lll � 20 _DXg Datiallandimil nommom 21LI mm W,,I- Macurartimill Contest Enedmins, & Li,- Validated & Validated Submit FSC Aporaval Asproved atat"'s Tape Veral Manufacturer Contact EndnesurgUeerice Validated Ill Validated Submitted fill Aptarsi Approved at 'ryl Veneers M,,W Coatilisit Enal & Licirrell Validated lal Validated aubrifted I Approval Aillill Sit- Ravfafon 20M Was Mc, Erfin Wall CC SlicAsill 8i LILC CC Ev.hnitlon rUl OM 1�021 08MOIX121 Bell 212021 Approved Revision 2029 W.y,rI I Bal"n GO Even al SoI ILLC han Lohra, P.E. l 10113=20 021UVW21 Appi Affirmation 2020 AlphillAurnhurl Jose Sive Line R. Lones. Steven M, Whil PE lifial I 1 A 6126 20 11/2fl= Approved goistitay: Striecturel Componerta (952) 89"635 Ll Category. ahica,01COMPOB.-ts ;253) 924-6476 i 839-3288 Category: Pan.[ Wall, (407) 509-2006 PE-62614 4717) 317-8454 Subcategory, Tru. Pel innindisnignill-m 4201I 599-SWO S.LiCal.g.irr. Engineered I-miker R.b.f.R.Jd,,hn@..y.i. slistacalsBal s.ffils .1da.l.min.unrimQ3.h. compliance Method: Evaluation Report from a Complain.. Method; Evisinstion Report from O .-Oom compliance Method: Evaluation Report from a O'com Product Evaluation Entity Prool Evaluation Entity Flotilla RoghlikeradArchIted w I Licensed Florida I _ , '' - "_'__' � " '_ , r ' �_'� �, _'I" '' � "'� � _' �, - ' I I _,", 11 , : 6aidit."eal , � - " - , " , z . .. . ... . �_ . _,_ , , ", �' I , � , __ , � , � , , - " _ , , , '_ -- '� I I I 1, ' ." , , I I � _�," �;" , , �_ I I r I , , , , , ' ��."- �' , ,", � � '� � ' �' � � : - ' ` 11 , � , �' -, �' ' - ', & " , � , I __1 " I _ , , � � %, � T � � , � : " , � , I _ I - " � " �� - " :� -, 11 : �' : �_ ' - ""W�1 " ... , , � � '�_ 11 -""",""--�"'1'0"�_3 ,,_�__�, I - - " __ _ I'll ' I - � '_'.' ', _1 I , _ -_ , - X" , 1'e I �' - . I I - - ��'� ��!�_�-L .�� I . 1c: I �11_ L - - " - �: �_: � '� , � �; I " I I 11 I I , el , 11 - �� - -, - �� , . , pristud'i 11 , '� I - - il ::" �. 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Itsildsuent Preassain, 2 0 08 i 16 ga. super h i strength [nisf; tormai,tor plate 12131r2022 Yes y4s MIA I 2 Psni ll Parallel $trend Lumber CZ131 r2O23, No Yes N(A NA I Al Numbrum Solid gal Will Aluminum 86fifill Alpha Alurnial &&I Vented AWI 07,3=023 NO yes No MIA 3 Bill 16 16 ga- fain connivior plate i 2M Q022 Yes Yes MIA MIA 3 Trill "I I Laminated Strand Lumber Q3131=23 No Y.5 WA NIA Cmu ganni Wood Si CMU "Bri wood 4 I 18 grl high .1sel hr cornal plat. 12f3112022 Yes yes I NIA 4 Tj Firn Board structural Composite Lumber prOrented &tend 03W 12025 T40 Yes i Mi 5 I 20 go: high strength fruits oerrador plat. 1213IP2022 Year Yes NIA I 5 vVeyamise'ler Rim S"rd ,cand RIM Board Created Strand Board Rim Board 0313112023 No Yes l WA 6 TI-18, Ml 18 go. ft. ..rod- Pat. i 2131 Q022 Yes Yes I /A I 7 T.201 MT20 20 I tmss ophirl plot.. 1=12022 Y,es Y'lls, MIA WA I Florida Department of Business & Professional Regulation Build! rig Codes and Standards Product Approval Application Detail Ill I at IF121021 May 27, 2022 _ll a) a) = cn -0 —M > 2 a) = -' .+-, 0 8 2 a) 0- C 0 0 = .F M..'.' cu 0 -0 0 .1l a- cn aj 4--a ' = a) 5 -0 CU 0 0 -cu -0 . 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PA 1.1 Cn > 2 LQ) Q) cc:a) =0 • Simpson Strong -Tie 2020 F13C Approved Products Updated 12)30)2020 Simpson Strong -Tie 2020 F13C Approved Products Updated I MQ/2020 -INI-11111 Simpson Strong -Tie 2020 FBt Approved Products UpdateO 12/�012020 Simpson Strong -Tie 2020 FBC Approved Products UpcWed! 12f3t)12020 - 2 For 01reat tri to ell SST approvals listed Oielow, CLICK HER For direcl iinlIt to NI SST approvals listed balmy, 9-,LICK HER mom For dr6et inks to all SST approvals Isted belW, CLICK HER Fer direct links toLaII 88T approvals listed below; CLICK HER (D co -0 CL ForLsuldtlonal Information regarding Flailda's Statewide Product Approval System and wharri-Cade County NoWe of Acceptance (1,10A), &MM. For additional Informatlon regarding Floriclei e Prod at ApprovalSystern ard Mlaml,Dato CounlyNotitio id L 'U ofAc-ooptance, INCA). S;UCK HERE. For additional Information regandin2 FlcxldWs Statewide Product Approval System and Marri-i County Notice ofAccaptance (1%10A� gUCK HFR For additional information regarding FlcfldWs Statewide Product Approval System and Marril-Dade County Notice of Acceptance (NDA), CLICK HfS U) FL#235&R7 FLCO446-RS FILli 11 HU$, HUSC series hangers Face-trount hangars available In widths ranging from 1-518" to 3- ". 9/1 G" and heights ranging from 4-511 q'to 11 Concealed flange -0 §sL9 Product Model. Number or Name Product Description ',W, Product Model. Number or Name Product Description Sea F Product Model. Number or Name ProductDescrlbtlan version (HUSC) available for models having width equal to or -0 I Titen Stainless Steel Concrete & Masonry Screw (T7N-SS) 114" diameter Titan $11ainlessatisell masonry screw I A21, A25, A33, A34, A35. A44 Angles 1 ET, STB, BTH BrlokTles greaterthah 2 APA21, APA4, APA6,LAPVA21, APVA4, APVA6 OuWoor Accents Angles 2 CMSTI 2 C MSTJ 4, CM6TCI 6 Coiled Straps 12 IU$ series hangers Face -mount hangers available in widths ranging from 1-7/8" to 3- 0 CL C) 3 APB44, APB44R, APVB66, APE366R. APS88, APB88R, APBI010, AP61010R, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CSI81 CS20, C522 Coiled Straps 518" and heights ranging from 9.114" to 16", 0 = . - LL APV844R, APV866, APV866R, APVB88, APVaSSR; APVE31010, APVBIOlDR 4 CSHP1 8, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.83-SDS, _(',U5.25-SD8 Face -mount hangers 4 APDJT24, APDJT2R-4; API)JT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS21 8 CompressionfTensior Strap 14 LU24, LU25, LU28, LU210 Face -mount hangers C) > Sea III Product Model. Number or Name Product Oescriation APVOJT2R-8 6 DSP, SSP, TSP Stud to Plate be 15 LUC26Z. LUC21OZ Face -mount hangers Cf) -0 E 0 1 $010112DBB Outdoor Accents Connector Screw 5 APHH413, APHH46R, APHH610, APHH61 OR Outdoor Accents Heavy Hanger 7 HI, HICA, q2ZA, H3i HQ, H7Z, H16, H16S, HI&2, H16-2S HurricanoTes 16 LUS series hangers face -mount hangers available in widths ranging from 1-9116"tQ 4- 2 S09112, S0,9212,S010112, SD10212 Strong Drive SD Connector Screw 16 APL4, API-8. APT4; APT6, APVL4, APVL6, APVT4, APVT8 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown Sffl" and heights ranging from 3" to 10-1 5il 6% 1CJU) 3 $DOI 128S, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24Rj APLH26, APLH26R, APLH210j APLH21 OR Outdoor Accents Light Hangers '9 H$24 HurricansTle 17 MOU3 , 133SDS, MGU5.25-SOS, MQU15.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers 4 SDCF22434, SDCF2251 Z SDCF22614, SDCIF22700, SDCF22858, SDCF221014, Sirano-Driva SDCP Tii-nber-CF Screw 18 BVLZ Brick Veneer Lodger Connector 10 HSS2.SDSI,5. HSS2-2-SO83. HSS2-3-$D$3. H$SA.SIDS3 Hoavy Stud Shoe 18 MIU seres hangers Face -mount hangers available in widths ranging from 1-9116" to 5- U) SDCF221134, SDCF221334, SDCF271958, SDCF272358 0 CBT2Z.CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST8 Straight Straps 118" and heights ranging from 6-15116I to 19-1112". 5 SDCP22434, SDCP22512, SDCP22614, SDCP`227OO, SDCP22858, SDOP22912, Strong -Drive SDCP Timbbr-CP Screw 10 CTr3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HT816,HTS20,HTS24.HTS28,,HTS30.HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face-moumt hangers SOCP221100, SDCP221134, SDCP271400 11 DJT1 4 Deck Joist Tie 13 HTS01 6KTZ. HTS020KTZ Heavy Trost Strap 20 SUR, SUL: SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400; SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Archor 9115" to 3-9/16" heights ranging from 3-111 ff'to 133/4". 7 SDS25112 SDS25134, SDS2520(), SDS25212, SE)825300, SOS25312, SDS254127 Strong -Drive SOS Heavy -Duty Connector Screw 13 FC4. FC6 Framing Clips 15 LSTA9, LETA12, _STA15, LSTAI8, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULq available for all double SDS25500; SI)S2550D, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps 2X and 4X models-, on[yacute flange is concealed. a SD525112SS, SOS252OOSS, SOS25212SS, SDS2530OSS. SDS25312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 15 GA1: GA2 Gusset Angles 17 LTE20,LTB40 Bridging 21 U series hangers Face -mount hangers available in widths rangingfrom 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWIF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H1 OA-2, HI 09, H1 4, HGAI 0 HurnicAneTI6s, 18 ILTS12, LTS116, LTS18, LTSX Light Twist Strap 6" and heights tanginaL from 2-518" to 11 -1/4" 17 18 HCJTZ HH4, HHO Heavy Concealed Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium GirderTieclown Straight Straps FLAI 0007=RB 19 KBS1Z Knae-BraceStabilizer 21 MSTA9, MSTA12 MSTAI 6. MSTA1 8, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FLUI 0667-RiS 20 L30,L50,1_70,1.90 Angles 22 MSTC28. MSTC40, MSTC52, MS7C66, MSTC78 Straight Straps Sea lf Product Model, Numberor Name Product Description 21 LCE4 Post Cap 23 MSTC4883, MSTC68BS Pro -Bent Straps Sea 9 Product Model. Number or Name Product Description I ATR318, ATRIfZ ATR5/81 ATR314 Threaded Rods 22 l_S30,LS50,LS70,LS90 Skswable Angles 24 MSTI26, Ivi MSTI48, MSTI60, MST172 Straight Straps I BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUDS, ATUD6-2, ATUDR, ATUD9-2, ATUD9-3, ATUD1 4, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12MTSIS, MTS18, MTS20, MT824C, M78SO, MTS30C Medium TwlstStrap 1/8" and heights ranging from 7-116ff to 30". 3 BP318-2, BP112, BP112-3, 13P51&2, BP518-3, BPW4, BP314-3, BPRTUD3-4 _ Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OL2, LSSJ21 0AZ is, Field Adjunable, Jack. Hanger X NCA2YIO-12, UCA202-12. NCA2W,10, NCA2x1O-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-618" to 7- 4 CNW38, CNW1'12. ONW518, CNW314, CNW5/8-112, ONW314-518 CcuplerNuts 25 LSSRI..81, LSSR2.1 , LS8R2.37, LSSR2.56, LSSfWO-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWa12, RCWB14 Wall Braving 118" and heights ranging from 9-1 14!'to 24", 5 CTUD55, CTUDO.S, CTUD66, CTUD75, CTU076. CTUD77, CTUD87. CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGIF series hangers Top flange hangersavailabie in widths ranging from 1 -1 IZ'to 3- CTUD98, CTUD99 27 ML237, MIL24Z, ML262, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5M" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie-Davvin 30 SPI, SP2, SP4, SP6, SPS ft d Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4"tc 3- 7 RTUD3, RTUD3B, RTUD4, RTUD46, RTUDS, RTUD6, RTUD7, RTUD6 Ratcheting TakeUpDevice 29 MMHC Hinged Roof Connector 31 SPH4, SPHi SPHa Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24". 8 TUD9, TUIDJO Take,Up Device 30 MMLIQ26, MMLU25-2, MMLU28, MMLi MMLU210, MMLUI2111, MMLUI39, MMLUI311 Face -Mount Hangers 32 SS1.5, SS231 SS3, SS4.5 Stud Sroe a EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5014" to 8- 9 TUVV38 Takle-UpWasher 31 RBC,RBCP Roof Boundary Clips 33 ST9,ST1,2. ST18t ST22,,ST292. ST2122, ST21 15, ST2215, ST5215, ST6224,ST6236 Straight Straps 718" and heights ranging from 11 " to 32-117'. ID URS5 Sflil" Uplift Rod Run TieclownLSysitern 32 RST-3 RoafTie-Down 34 TB20, T1327, TB30, TB3S, TB42, TB48: TIB54, TB56, TE360 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 112" U plift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWBIO, TWB12, TWB14 Wall Bracing 1M" and heights ranging from 11 -114" to 32", 12 URS6 5IS" Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 TrussClips 36 VGT, VGTR, VGTL Variable Pitch Girder Tisdawn 7 GLS series hangers Saddle hangerrs available in widths ranging from 3-110to 6-71W 13 URSO 314' Uplift Rod Run Tledown System 35 TJO37,TJC57 Truss Jack Clips 37 WISI 08, WB1 013C, WBI 26, WBI 26C, W8143C Wall Bracing and heights ranging from 8-112" to 28"_ 36 Z2,Z4,Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1M!'Ilo 7- 118" and heights ranging from I I " to 32". FL*10441-R6 FIL410531-R5 9 H B series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#1 0447-RO 112- and heights ranging from 8" to 39', sea 9 Product model, Numberor Name Prodluct Descrivition Sea X Product Modal. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114''to 8-718' 1 OTT2 Hold-down Sao # Product Model, Number*r Name Product Description I CI3H237x5,5, CBH2.37x7,63, 0SH2.37xg.75 Concealed hangers and heights ranginginom 10-1/2" to 26"_ 2 HOCI014, HDC1= Hold-dovvh I AHEP Adjustable Hip -End Connector 2 DU, DHU, OHUITF series hangers Face -mount (OU, OHU) and top flange (DH UTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114'to 8- 3 H008, HHDQII, HHDO14 Hold-down 2 DSC2R-SD83, DSC2L-SDS3, DSC5R-SDS5, DSCSL-SDS3 Drag Strut Connectors available in widths ranging from 1-9/1 &'to 39118" and heights 718" and heights ranging from 7-112"tcl 32', 4 HOU2, HDU4, HDU5, HOU8, HQU11, HDU14 Hold-down 3 GSC Gable Brace Connector ranging from 9-1/8" to23-151116". 12 HGLTV series hangers Topflarge hangers available in widths ranging from 34A1 'to 7- 5 HPA28, HPA35 Stalb-style purlin anchor 4 HCPI.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SE)S, HGU5,25-SDS. HGU5,50WS, HGU5.62.SDS, HGUTOO-SIDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14"to 33". 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1,81, HHRC44, HHR05.2513.25, HHRC5.3713.lZ Heavy Hip to Ridge Connectors SOS, HGV9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116'to 3- 7 MASA,MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 11.518'to 7. X1 5" and heights ranging from 18" to 28!', 8 MPA132, MPA144 Slrapi-style purlin anchor OL HRC1.151, HRC22 Hip Ridge Connector $/0" and heights ranging from 5-5116" to 12-718". 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-1I8"to 9 PA18, PA23, PA26, PA35, PA51, PA68 S1rap4," purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger HHr.U5,25.SD$, HHGU5,50.6[)S, HHGU5,62-SDS, HHOUTi HHGU7.25.SDS, Face -mount hangers. 3-9116'and heights ranging from 5-318" to 10 PAIIS, PAI23, PA128. PA135 Strap -style purlin anchor a LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SOS 15 HUTF: HUCTF series hangers Top flange hangers available in widths ranging from 1-9h6" to 5- 11 STHDI 0, STHDI ORJ Strap -style hold -dawn 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5_50110, Face -mount hangers 1f2" and heights ranging from 3-7116" to 15•'. Concealed flange 12 STHD14. STHD14RJ Strap -style hold-down ID TC24 TC26: TC28 Truss Clip HHUS7,25110 version (HUCTF) available for all models havingwidth equal to or 11 THA29, THA2113, THA21 8, THA218-2; THA222.Z THA413, THA418, THAC4118, THA422, Adjustable Truss Hanger 7' HSUR, HSUL, HSURC, HSLILC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426. THA422-2, THA428-2 119" to 5-118" and heights ranging from 4314'tc, ISZ/,V. 16 HWP series hangers Top flange hangers available in widths ranging from 14116" to 7- 12 THA11.81f22, THAl2.06122, THAl2.1122, THA1222, THAI322, THA13522, THA1422 Adjustable Truss Hanger 81zed for I -Joists Concealed flange version (HSURC, HSULC) ayAilable for all IJS" and heights ranging from 5-318"to 2e'. 13 THAL422, THAR422 Slowed Truss Hanger double 2Xand 4Xmodels: only acute flange is concealed, 17 HVIPH series hangers Top flange hangers available in widths ranging from 1-9116'to 7- 14 THJA26, LTHQA26, LTHMA Multiple Truss Hangers 8 HTU26 HTU28, HTU21 0. HTU26-2, HTU28-Z HTU2110-2 Face -mount hangers 1f2" and heights ranging from 5-$16" to 32". 15 THJM2-4-SDS3, THJM2-5-SDW, THJU26, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from I-gtl6'to 7- 16 ITS series hangers Top flange hangers available in widths ranging from 1-9116'to 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-7/8" to 19-114" Concealed flange 518" and heights ranging from 9-118" to 16'. C.3 17 VPA2, VPA28, VIPA3, VPA215, VPA4 Variable Pitch Connectors version (H UC) available for oil models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116'and heights C) :� LAJ 18 VFCR ValleyTru5s Clip greater than 2-9/16"- ranging from 5-513" to 7-14'. 10 HUCOI.8119-SOS, HUCQIS1111-SDS, HUCQ210,2-SDS, HUCO210-3-SOS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 19116'and heights c, C14 SDS, HUCQ410-SDS, 14UC0412-SDS, HUCIQ5.25J9-80S, HUCO,5.251111-SDS, HUC0610- ranging from 9.3115" to 13-1143", >4 SDS. HUCQ612-SD5 LAco . rra C.) 61 c, cu ti cc cc O • Simpson Strong -Tie 2020 FBC Approved Products Updated 123/2020 Simpson Strong Tie 220 FBA Approved Products Updated 12f3012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1MO12020 M=Simpson Strol 2020 FBC Approved Products Updated 12W/2020 For &eat Inks to all SST eppi-ovals listed below, CLICK HERE. For dreot Inks -toed SST approvals; listed belov, CLICK HERE For direct Inks to ell SST approvals Isted below, CLICK HER cm For dreat inks to ell SST awrovals, Nsled below, CLICK HER For additional infconadon regarding Florida's Statewide Product Approval System and lvliatri�Dade County Notice of Acceptance (NOA), f,�. For additional Information regarding Flodda!s Statewide ProcWct Approval -System and Mami-Nde County Notice of Acceptance (NOA). 2J.Q�. For additional information regarding FloiiM'5 Statewide Product Approval System and Marri-Dade County Notice of Acceptance (NOA), CLICK HERE. For additional information regarding Florida'IStale*ide Product Approval System and Mam-DadeCounty Noke ofAcreptance (NOA), CLICK HERE. 21 LB series hangars Top flange hangers available in wdth of 1-9116" and heights FL#11468-R5 IS 5/LBV1.56, SILBVI,81, SILSV2.06, S/LEV2.37, S/LBV2.56, SILBV2.68, S/LBV5.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 6-3/8" to S/LBV3.56, SILBV3.62, SILBV4.06, SfLBV4.12, SIUBV4_28, SILBV4.76, SILBV5.50 Strong-B02 (SMZ STB24SS, ST92-6SS) Strong-Boll:2 Wedge Anchorfor concrete available in carbon 22 LBAZ series hangers Top flange hangers available In width of 1.9116" and heights sea 9 Product Model. Number or Name Product Qescriptlon 19 SILTT20, SiDTT2Z, SIHTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from'9-311 5" to 13-118"L I HHUS210-3, HHUS210-4 Joist Hanger 2O SIMST60, SIMST72 Straps 118 mil (10 go) 7 Titen HD (THD-H, THD-HMG, THD-H4SS, THD_H6SS, THD-CS, THD-0S6SS) Titan HD Heavy Duty Screw Anchorfor concrete and masonry 23 LE63, UEG5, LEW series hangers Top flange hangers available in widths ranging from 3-114!1 to 6- 2 HRS6, HRSB,,HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties avallable with hex hood in carbon steel and TypdSB04 and 316 7/8" and heights ranging from 9" to 3 HUCW10-2-SDG, HUOQ210-3,SDS, HUCCJ810-SDS Joist Hanger 22 SSP, DSP, TSPL Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Topflango hangers available in widths ranging from 5-114�'tc 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGSH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/7'. 5 THG02-SDS3, THGQ3-SDS4;5, THGQH2-SD83; THGQHS-SDS4.5, THGQH4-SDSB Joist Hanger 24 T9D22 Truss Brace Diagonal 8 Titen HO Rod Coupler (TH037634FZC, THI)50934RC) Then HID Threaded Rod Couplerfof concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116"tD 5- 6 THGW3-3, THOW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Tivin HID Threaded Rod Hanger (rHDB25158RH, THD637158RH, THD37212RH, Titan HD Th readied. Rod Hanger for concrete 118" and heights ranging from 9-114''to 24". 7HD50234FZH, TH01021213H) 20 PF, PFB, PFQB, PFE)$B series hangers Top flange hangars available in Width of 1-9/1e" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-W11 S" to 7-Z'� FL#i 11473-116 FLW3904-115 CD 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9116'to 7- Seg # Product Model, Number or Name Product Description Sea # Product Model, Number or Name Product Description FL#16230-R8 1/8" and heights ranging 9-1/4'to 32". 1 DETAL2D Double Embedded Truss Anchor I CCQM3.52-SDSHOG, CCGM4.62-SDSHDG, CCQM5.50-SOSHDG, CCTQM3.52-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor COMM4.82-SOSG. CCTOMS.50-SOSG, CCCQM3.82-SDSG, CCCQM4.62-SDSG. S_ # Product Model. Number or Name Product Description 3 HIB, H18S, 1116-2, H16-2S Hurricane Tie CCCQW.50-5OSC I AT-XP AT-LXP High -Strength Acrylic Adhesive tar concrete or masonry FL#10860-R3 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLOM3,62G-KT, ECCLQM4.62G-KT, ECCLOM5.50G.KT, ECCLLOMD3.62G.KT, Masonry Pler Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETAL12, HETAL16, HETAL20 Embedded Truss Anchor ECCLLQME)4.62G-KT, ECCLLQMO5.5OG-KT, ECCLRQMO3.62G-KT, ECCLROMD4:02G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 8 HGAMIO, HIM9 Masonry retrofit connectors KT, ECCLRQMD5.SCG-KT 4 Strong -Bolt 2 (STB2) Strang-Baft2VVedgle "horfor masonry 1 kBA44. ABA"R, ABA46, AGA46R; ABA66, AMk56R Adjustable Post Base 7 HHETA16, HHETA20, HHErA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUMS.50, HIGUM7,00, HGUM7,25, HGUM9.00 Heavy Masonry Hangers 6 Titen 2 rN2) Tken 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46. ABU413R. Asu5-5, ABuS-6. ABU65, ABU66, ABU66R. ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 GirderTiedawn 4 LGUM2&2, LGUM26.3, LGUM26.4, LGUM28-2. LGUM213-3, LGUM28-4, LGUM210-2, Masonry Beam Hangers 6 Titen HD (THO-H49S, THD-H6SS, THD-CSGSS) Titan HD Heavy Duty ScrevvAnchor for concrete available in 304 ABU88R, ABU1010; ABUI0101R, ABU1212, ABU1212R . 9 LTA2 Lateral Truss Anchor LOUM210-3, LGUM2110-4, LGUM46: LGUM48; LGLJM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 4 ABW44Z, ABW44R Z, ABW46Z, ABW46RZ, ABW66Z. ABW66RZ, ABW7-7 AC4, AC4R, ACE4, ACO, ACOR, ACEO Adjustable Port Base Post Cap 10 11 META12, METAI6, METAIS, META20, META24, ME-TA40 MSTAM24, MSTAW6, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.1219.25, MBHA3.12111.25, MBHA3-5617.25, MBHA3.5619.25, MBHA3,56f11.25, MBHA3,5611 I .88, MBRA3,56114, MBHA3.56116, MBHA3,56/18, MBHA5_60f7.25, MasonryTop Flange Beam Hangers 7 Titen Turbo (TNT) countersunk head, Than Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BCAR, SC6, BC6R, SC8, BCS2-2/41, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MSHA5.50/11.25, M13HA3.W11.88; MBHA5.50114, MBHA5.501I6, 48 C944, CW, C948.. C868, C888 Embedded Column Base MSHA5.50118 CIO 7 CBSQ44-SDS2 CBSQ46 SDS2, CaSQ66-SDS2, 08SQ85-SI)S2, CBS088-SI1S2 Embedded Column Base 6 M13HU3,5619.26, MBHU3,5611125, MBIHU3,56i11,88. MSHU3.56114, MBHU3,56116, Masonry Beam Hangers FL*16937-R3 8 CC, ECO, ECCU Sores Bolted column caps with Wil ranging from 3-14' to 9-ItZ'and FL*114S6-R$ M131-11.13.58/11L8, MBHU5.6019.25, MBHU6.50111.25, MBHU5.60/11..88, MBIFIL15,60114, > W2 ranging from 3-5/8" to 7-112" MSHU5,50i16, MBHU5,50118 JW Product Model. Numberor Name Product Description co 0 9 CCQ-SM2.5. ECOWDS2.5 Series Saisvoad column caps with W-1 ranging from 3-1f4" to O-IfZ'and Sea # Product Model, lumbar or Name Product Deacd2lqa I X3481101651<, XIS1016, X1 BI 01841- XQISIDI8, XQl Bl 01 64K #10-18 Strong-DriveXIAetal SeV-Drilling, Tapping Screws with #3 W ranging from 3.518" to 7-1f2" 1 DTTi Z Deck Tension Tie Drill Point > 10 OPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 H012, HD19 Bolted Holdowns FL#13975-R6 2 XLQI 1 4T1 224, XLQI 14B1 224-2K 412-24 Strong -Drive XL Large -Head Metal Self-Drifling, Tapping 11 EPB44A, EPI344. EPB46, EPB65 Embedded Port Base 3 HMB, HD55, HD78; HD98 Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTTAI, HTTS, kTTS-SM Tension Ties 'SeciM Product Model, Num bar or Name Product Description 3 XMQ1 14SI224, XMQI 14131224-2K 412-24 Strong -Drive XM Medium -Head Metal Selff-Ofllling, O 13 LC844, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties I $DW22300, SOW22338, SDW22438.,$DW22468, $QW22500. 51DV122¢00, SDVV22We, Strong -Drive $DW EWIP-PLY and TRUSS -PLY -1crowe Tapping Scrows with #15 Drill Point and Medium Diameter Hex 14 LPC42,LPCOZ Light Post Cap 8DW22634 4 XQ1 I 4S1 224, X01 I 4BI224-2.5K X1 1481224, XQI I 2SI 224, XQ1 1281224-2K #12-24 Strong-DriveX Metal Soff-Drilling, Tapping Screws with #6 15 MPB44Z, MPI386Z, MPa88Z Moment Post Base 2 SOWC15450, WiNC115600 ftong,Orive SDWC TRUSS Screw Drill Point L) 16 P244, P644R, P846, PBW, P866R Embedded Post Base FL#i3628-R5 3 SDWHI93OOD8. SDWWO400DB, SDWH1050OD8, SDWHI980ODB, SDWH10I000DB Strong -Drive SDWH TIM2ERHEXSorew, 6 XU34S1 015, XU34B1 01 6-51K #10-10 Strong -Drive XU Metal Self-D riling , Tapping Scre,wr. with 17 PBS44A, PBS46, P13866 Embedded Post Base 4 SOWH27400G. SDWH27500G, SDWH27800G 'L SDWH271 DOUG, SEYVVH271L 200a Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6,PBV10 Round Post Base JW Product Model, Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312,SDWS1 6400 Strong -Drive SOWS FRAMING Screw 19 PC44-16, PC46-18, PC4816, PC64-16, P065-16L EPC44-16; EPC48-15, EPC48-1 5, Post Cap I SB5/8x24, SB718x24, SB1x30 SB Anchor Bolts a SDWS19800, SDWS19712, SDWS22400,S[)WS22500,SDWS22512, SDWS2200q Strori SOWS TIMBER Screw (Interior Grade) 0 EPC64-16, EPC68_18 2 SSTB16, SST820,SSTB24, SST828, SSTB34, SSTB36, SSTSIOL, 8ST820L,SSTB24L, SSTB Anchor Balls SOWM800, SDWS22900, SDWS221 000, SOWS221 100, SI)WS221200; SDWS221500 FL#35320-RO 20 PC4Z. PC41RZ, POW, PC5RZ, PC8Z, PC8RZ, EPQ4Z, EPC4RZ, EPbaz, EPC6RZ_ EPCaZ,, Post Cap: SSTB26L 7 SDWS2230008, SDWS224001)8, SDWS2250008t SDWS22000DB, SDWS22800D13, Strong -Drive SDWSTIMBER Screw (Exterior Grade) EPaRZ SDWS221 COODB Sea # Product Model. Num ber or Name Product DescI 21 PPS44-4Z, PPB446Z post Base 6 8DWS22312DBB, SDVVS22512DSB , Outdoor Accents Structural Wood Screw 1 DSSC843_5, DSSCB46, DSSC848, DSHS Bypass Framing Drift StrutCannector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS2740OSS, SDWS27500SS, SDWS27600SS, SDWS2780OSS, SDWS271000SS, SDWS2712MSS Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5,.FC845.5, FCB47.5, FC949.5, FC6411.5 Bypass Framing F-ixed-Clip Connector U) 3 FPHSOUS1 016, FPHSD3481 015, FPHSD54B101 5-5K. FPHSD34S1 214, #10-16 a nd #12-14 Strong -Drive FPHSD F raming-to-C FS Self- Sea 9 Product Model, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD3481214, FPHSD34B12I4-5K Drilling, Tapping Screws CIO FL#10%&R5 I CMST12, CMST14, CMSTCIG, CS14, C816, CS18; C820, CS22 Coiled Straps II STN22 Outdoor Aonents Hex -Head Washer 4 LSFC2.25, LSFC4r25, LSFC6-25, SFC2.25, SFC4:25, SFC6.25 Steel Framing Connector M 2 HRS6. HRS8, HRS12, FHAQ, FHA9, FHA112, FHAI8, FHA124, FHA30, MST126, MST136, Straps 97 mil (12 g a) 6 LSSC4.25, LSSC6 25, SSC2.25, SSQ4,25: SSC6.25; MSSC2_25, MSSC4.25. M5SC6,25. Pool Stud Connectors Sou X I Product Model, Numberor Name FJA.FSA Product Description Foundation Anchor 3 MST148; M8TISO, MS-r(72, SIMST27, SIMST37. SIMST48 HT8116, HTS20, HTS24, HTS28, HTS30, HTS30C HeavyTWst Straps PL*1,5363-R3 6 MS§C4.28KW, MESC6.25KW RCKW3, RCK1N5.5, RCKW7.5, RCKW3S, RCKW6.5S Rigid Knee Wall Connector < 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA38, LST149, LST173, M$TA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (IS g a) 7 SCB43Z, SC645.6, S01347.5, SCB49.5, SCS411.5, M8CB45.5, MSOB47-5 Bypass Framing Slide -Clip Connector 3 GH46-6, LOH46-8, GH48-6t GH48-8, GH41 O-e, GH410-8, GI-166-6, GH66-8, GH68-6, GH68- 8, GHSI 0-6, GHS1 D-8 Girder Hanger 6 6 LSTA9, LSTA12, LSTA15, LSTA18, L$TA21 , LSTA24, ST292, ST2122, ST2115, ST2215 I-SUBI-13,25, SUBH3.25, MSUBH3.25 Steps 33 mil (20 ga) Bridging Connector §W I Product Model, Number or Name AS 18, AS 1885, ASI 8SO Product Description 18 ga. Truss Plates 8, 9 SC532-5197, SCS62-5Q7, SCS02-5/1 18, SCS82-5/1 18 SCM.25, SCW5_5 Bypass Framing Gonnectipr Head -of -Wall Slide -Clip Connector 4 GLB15A, OLB56, GLB5C. GILB50, GI_137A, GLB713. 01.137C, OLB7D Glularn Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 go. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJCIO.25 Steel Joist Connectors 5 GLST51 2, GSLT812, GLIST518, GBI-76116, 01-13T520. GBLTS20 Gluilam Bearing Plate 8 LTS12, LTS16, LTSIS, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS63.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGIUBC, HGLBQ Heavy Glularn Bearing Plate 9 MSTASO, MSTAX ST6215., ST6224, STO, STIZ ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH3461 414, XLSH78B1 414 #14-14 Strong-Odve XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HOT-3, HOT-4 Heavy Girder Til 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 go) Screvvs LLB 8 Urpio-aDS3 Universal Foundation Plate 11 MTSI 2, MT81 S. MTSi 8� MTS20, MTS30, MTS24C, UTS30C Medium TAist Straps 15 XQI SI 016. X01 BI 01 6-4K, X01 S1 214, XQ161214-3.5K, X07881224, xQ7681224-3k, #10-16, #12-14, and 012-24 Strong -Dave X Metal Self-DrIffing, 9 URFP Universal Retrofit Foundaton Plate 12 S)81,56, SIBIRI, S182.06, SIB2.37, 8(62.56, SS2.68, SIB3,12, S1133.561 SIB3.62, S1134.06, Top Flange Joist Hangers FL#15730-R4 XQI 1 4SI 224, XQ1 14B1 224-2.5K, XQ1 12SI224, XQII 2Bl 224-2K, X346101 6-SK; Tapping Screws SIB4.12, Sffl4.28, SfI34.76,$Z5.50 X1SI018, XIB-10164K, XISI 214. XIBI214-3.5K < 13 S)BA2.1218, SIBA2,12110, S/BA2A2112, S/6A2.12/14, SIBA4.1818, SIBA4.18m, Top Flange Joist Hangers Sea III Product Modal, Number or Name Product Description M SIBA4.15/12, SiBA4181114 1 PT -HP Adhesive Anchor for concrete Z 14 SiHIA Hurricane Tie 2 GAC, GDP, GE)PM50, GOPM-75. GDPM-10.0, GDPS, GW50, GW-75. GW-100, GTH Gas -actuated fostenemand assemblies < 15 S/HD88, SIHO813, S/HDIOS: SIHDIOB, SIHIASS, SIHO15B Holdowns 3 PDPA, POPA-K, PDPA-MGG, PDPAT, PDPAT-K, PINW, PINWP, P[NWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 S/HQU4, S(HDUO, S/HDU9. SIHOU1 1 Holdowris PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHAA IT StJCT, SfHJCT Joist Hangers 4 SET-13G Adhesive Anchor for concrete SHEET NO. May 27, 2022_J PA 1.2 (3.) > L'I F_Xk7d 11 i711 i" 4 , '77-1 0, o ate) (D 30 (D CU C) 0 cL C: 3: L_ = U_ — W .0 CU 0 -+- q.- CU > C) 0 -'+F7TTAi ;'4 411 CU CU ....... . . . . . . Ali rill NMI 11 i 111 UAIN I UALTWIC 21 M-C=T. r. U�71 ",Atft -;Nak TIZAL'Ns� -4, -�02" NOA No. 11�kOXA3, X*ptT0Lfi"%fp W) 1'4 X*sikkiiii Xp,6114,10226 14'j#j'6 (A C= M q9W w1w ��Dntoiu'Jgkrc' **.,I Ap h X;4 Cp -= C) CGIMuidows andDiion, Ur. PG'T InIffintrks., bw. Nbjj�*�Of AC. ]E*V-WE- NCF"WBwrUD NQTbCE,0FA0WXAXM L'S SUBMUTM WOWS OF ACMFUNCE: EVUVi Evidearo-Submitted -u 2. ader pm ioes:$41mittal, E. MAT—DUALCER MCJAI (tontinni) !New]EA A� DRAMMiGS E A" DRAwINGs' Dt Us Door, NOAPP", sb" 2 ,,go '1 'G -3,10 -_SMORar I mg,'Ghm,Dow,-NiDA,(L sbeets, I I, gxo.� i -B,, titled "'Vinffi -Shd li�' 2`1 Of 21� prq3ared flirouo 21421, pm7ated�bypuod-ac�m,,�dated�l6DSil5-,,md last-renised m,0A.1111t cn 04,111 signed mid se*d by A_ Lyrnn MflW, PZ 518 T 6. Quanex part ton44jft'-iiWft'_ ASIM C beang Cbaductivily'_Ln ART*1 - -w E_ _qi8ne&and,se91ed_by_.A.�4_ tk.Ai P. br4f--F,, ASM 1249 WM-Pa-ss, ASM D 1434 �N� Nv�� ASTM E - i -wilhhat head, Note- 16s-revisIm ViDngigft TTb=Knt of tme exist* in�,ion screw B. TESTS 21W1_G__bn��'y.NbFq ` -STM t 546 Di POW DC%V'DPMM' _2W in 48 bn A CD L Test repoift ow 1) "lufflitratiot-Test, per FBC_ TAS 202-94 (Ubmod' R_nArff0A No.11"R#.O�). B., TESTS 2) tWom S�Aiw Piessm Test, Loadingper VBC, TO 2012,94 303_1�_V'UhMtai 'Y'SPJS�� L Now-., 3) Water Resistance Test, per FBC, TAS, 202-94 Vigibit Eaftisibar., Ltd,-VEX-1 by 4) 1AWU%ile�1"vUTeA, per FBC, TAS 201M N (ShbiwAmd under 1, r0A �`i 1 5�- c ATIONS fi :'5) Wind PpesswLipaid" '"C TAS 20�94 Vigion E ms� IA& PAftom*]�* w.6 PVC-AAMA,303-13- 'cALCUL L. listed be1owand-tededLt0quW_Di 791 aadD#wA_993 sihicones, Okbwkw vnderNOA N& '154 �VC_AAMA L D., QUAWYAS Aing Lab"my, Jac-, Tea RqpmU Nio-: pq)ared b,'Fmmotion Tes atedOOMA PGT W 2q Vvt� 4 YT14 9'% '55 'P W- *d 9_' of RWd� Po� Chkmi&'f bt 303_13. VoUlfary Sp&ffi� f YJ VC) Ba,epl aafiles for VWO Exbwow% Lt&L� by AAW1 Everior U) _21 Q M,20- 0 07.1� PGT SGDM Aji��Wag G'Ws-Door(unt 7 in proposar Cer fificafiouPwigaun- 1107.2. P6T CA740 AkmL Outswh* eStf jft -ob j J4_ $,k-, locl.'Im lk -Natice bf� ALcctptg= No- W1217. 'en _aft , S , _ Jfioja� V E., XATIONS, MATEWALLJM'RTff Co - 3,, PGT PW71 6A Ahmak=Tbrd -MWow (unit 9 in pripposal) and-tTL-*216i �4w ww 1�w PNFC Exterior Extrusfims for 5.02 Wmid toi��Aamim, fait. fortliek '07M > PGT M76210A Akpimm Yzed Wmdaw (pok 10 in p"o&* dated 07115120,0 sigued w1j*Ad"`Fs1_*0"Y9'_.'1 expong-406iii6i 4 OTrosUmM Ukradear, Clear andG6brPVBGba�'ftte_rb_yers7 b-0 a — , , 9 �' �' , , , , - , - �' I I M Fewarahm Sokhao, -for At", .7 I- Notice '.Of ACCeptatit'e"N4o'. 17-PSO"I iiii -Whift Rigid PVC ExWrl" Ex"som Air Wiadovs a" bodri�%,expznqg Cal x in 13- __p C�_ C-AWUUTIM"S '7& 'L Ab6or Wjifi=fion C"gjoM SftUd=l ana� �cooVb'jiig lffkh,"C 121- Notioe-of-A—rcelALanceNo-2 20-303i" --to"Enerp"Fenesh �Sobgib 1A AL� bip� wed on, Eoi�* '�0010� dg d U*M,-jD pMjj6d _�Y -daiid g� th& -Bronze 1i �ap Caiii RigW Extervir own for A&'S c tun An�ionyLyjkli VAffl E 4, ft"gr& kinits 2. ghts vAffi_A$M'E13#Q-", -49, J1,41a# AA C. Exterior, euAar Arc F. STATENUM Statevaent rof_ clonformnice, to, "_C 'Vik &ted _M=f 'Sigpied and:sealed �X, Anthony-Ly;m MIMI, RE.- L. 31ATERIAL CERTMC_A TIONs 2. Statemmt kitter of no financial �interest and of jadqmidest- dated OZi issued by L Notice ofAmptance M.,D-03055.41isstied toKuraray:Anwflca� Ine. 0 f rdl&_ -and sealed -by AnthorryLym Miller-- T" Ly -Tiosilba, ffltzwiearm Clear, and Color n7B Gim Imirkyere,,expirigg.-on 3. ftWkta� Ageenient PGT, dated MOM and:mgned by all 2_ Private Labelog A pt- dated '03-ADgal -_,be"mm, PG'T bdustrJe% -be, and CGI grWW bidows and Dim b 'on of Dtail' U Ndke-of Amplauce -No.17-080 025 ismied taKin-Amy Apavia � luc_- foir dwir � L 1.bpom panties- '�v ,wnftyG1aA; (Cku and V&fte),G1ms lat"'ywf ffism �i G., (AWYA CL I Notice of- Acceptam Ne. 18-111 imvd D*1usions limited,- for 'X0A rey �* W& 7 W)QGI, L. Mas (7*]E*O*. I , ' ) IL 'Bravm Coated (Pabited or L a�niiaateid ViVliwiv, A pV i�-' _Extruswins I I , �� ;ii eViringQ4 LaL - 6. 0,lAvi 402C 4"JO C4,"eviring"i for Uii; Mid D"irs :expff.mg on 09, -RE'RT y PJE� 115545,daied: 01/to M_�appwved 1_ q 2 est propip b ft I amda -expking, maeW anodated I CO 4, Notke iortheir _"ance'No. 18, toVtsion EVmMm Lioiibed LU series .-VE 100 Tm 202and,ftUter shades(Nm-Mite) timbr,PVC "'7 44 ei E-Y,Wr.wrF,xtrusions- MAOMVIL mid Dowsr, vq)fting on 1120-1 forWI Z 44 < U'7tq��L PradudC Poid*,I'�Cii Umft S "o A �VAA, K- 'NOA No. '2114.2 (is A$, Empii-Aition pat#4 A-prg 14 INA, 14,1 UpOafizuDsfi�, AprA'14 10 U A Ui�tlii, is"ma SHEET NO. May 27, 2022 PA 1.3 Q) Cl) Cu O U M1AM1MADE -MIAMI DARE COUNTY PRODUCT CONTROL SECTION Q) Q O 2Cns N Cast -Crete USA.LLC Cast -Crete USA. LLC Cast -Crete USA. LLC - DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 20$ - BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED - NOTICE OF ACCEPTANCE (NOA) XM2.mignidadt-jov/etouomv O O U _0 _ Cast Crete USA, LLC , SUBMITTED UNDER PREVIOUS APPROVAL #03-060:5.04 1. EVIDENCE UB 3. EVIDENCE SUBMI T`I`E+ D UNDER PREVIOUS APPROVVAL # 12-0209.12 EVIDENCE SUBMITTED UNDER PREVIOUS APPRO VAL # 14-� 903.03 � L. — - i= N 6324 County Road 5'79 A. DRAWINGS A. DRAWINGS A. DRAWINGS C Q O LL � Seffner, Florida 33584 1. Drawin No. FD4612 titled "Precast and Prestressed Lintel Details", sheet 1 o 1, g , f' "+ ' 1. Drawing No. FD4612" titled Precast and Prestressed Lintel Details', 1 of "� �� 1. Drawing No. FD4612, titled Precast and Prestressed Lintel Details ,sheet 1 of M � }, ,� M O prepared by Cra gParrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast 1, prepared b CraigParrino, P.E., dated March 24, 2003 and DrawingNo. p P y„ 1, dated 03124103 andDrawing No. LT4612, titled "Cast -Crete 4", 6" & 12'" g O > Z3 E O SCOPE: -Crete 4", 6"& 12"Lintel Safe Load Tables'; sheets l through 3 of 3, prepared by „ „ LT4612, titled Cast -Crete 4 , 6 & 12' Lintel Safe Load Tables", .sheets 1 Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all -� O C L This NOA 1s being issued under the applicable rules and regulations governing the use of construction materials. pp � March 24 2003 last revision 1 datedA April 28 2003 both Craig Parrino, P.E, dated Mar p through 3 of 3, prepared by Craig Parrino, P. dated March 24, 20.03, last g P P : signed crud sealed b Cray: Parrino;l' E, on 08119114. prepared, Y g ct7 -- s� � O ca `+— The documentation submitted been reviewed accepted b Miami -Dade, - n bin has n r ew and ace p y Mram a County RER Product Control drawings signed and sealed b Craig Parrino, P.E. g b*i' y g revision dated March 11, 2008, cell signed and sealed by Craig Parrino, P.E., on -� Co -I-r U) Q 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 _C (AHJ), 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and $. TESTS 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 C. CALCULATIONS Section (In Miami Dade County) and/or the Alit (in areas other than Miami Dade County) reserve the right to have � b Re ort No. 30404A, dated 04110103, ,signed and y Applied Research Laboratories, P 1. Node. 1. Calculations for Cast -Crete Lintels, dated 08119/2014, 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. Ramon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Crag Parrino, P , accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke; 1. modify, or suspend the use of such product or material within their jurisdiction. TIER reserves the right to revoke C. CALCULATIONS .None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE' 1. Miami -Dade Coun Department o Regulatory and Economic Resources RE . t1' P f 8 �' 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 ofl'erniitting, Environment, and Regulatory Affairs. 2. Calculations far Cast --Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL, CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1' None. DESCRIP'I ION: ( 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 prepared b Craig Parrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled "Cast: Crete 4'", 6" & 12" P� Y g , g 2002. 1. Letter from Cast -Crete Corporation, dated Febru 03, 2012, signed and sealed .�' P �' Sn Parrino, P.E., certifyingcoin liance with the Florida Building Code, 2014 Edition. P� g Lintel Safe Load Tables", sheets l through 3 of 3, prepared. by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E, certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Mmile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade b Craig Parrino, P.E., dated March 24, 2003 and Drawing No, LT4612, titled prepared y g g 1. None. B. TESTS County logo. "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P. E,, dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1None. . 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 1. None U. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS1. Byami-Dade County Department of Regulatory and Economic Resources (RER). Mj any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCEE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. 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 ofthe Building Official. L None. Crete USA, Inc., dated 088108117, signed & sealed by Craig Parrino, P.E This NOA revises NOA #i 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and cz E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. etmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. I - cU -W Pr et Control Section Supervisor Pr uct Control Section Supervisor Product Control Section Supervisor MiAMi•M COUW71' `f t NOA into. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration. Date: 09/11/2023. NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-4630.15 Expiration Bate: 09/1XC2023 0 U o M o o "G,ts Approval Date: 08/20/2020 Approval Date: 08/20/2020> Approval Dime: 08/20/2020 Approval Date: 08/20/2020 = N Pagel E-1 E-2 E-3 c N d C r 3 = u Y c ro y D C A E a O v 0 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None; 1. None. L� C. CALCULATIONS C. CALCULATIONS [� 1. None. 1. Nolte. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). 1. By Murmi-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- (n Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. CU 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- O A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E.CUi 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of Q 1, prepared by Craig Parrino, P. E., elated March 24, 2003 and Drawing No. Q, LT4612; titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I o Q through 3 of 3, prepared by Craig Parrino, P.E, dated March 24, 2003, last L� , -6-0(„ revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. .0 B. TESTS 0 1. None. C. CALCULATIONS Q 1. None. D. QUALITY. ASSURANCE �J M 00 1. By Miami. -Dade County Department of -Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None, F. OTHER i 1. Article of Conversion for a name change. 0 � w CAlelmy A. Makar, P.E., M.S. Cl Hehny A. Makar, P.E., M.S. z Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09111/2023 Expiration Date: 09/11/2023 ¢ Approval Date: 08/20/2020 Approval Bate: 09/20/2020 J E-4 E-5 tl SHEET NO. May 27, 2022 PA 1.4 I ILI E00 Z TILLIT TESTING & ENGINEERING COMPANY 2.2. TEST RE R-TS,: Large missile Impact and fatigue load tests were performed under Protocols TAB 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads 9AQMWS1Y.MJ1QAT=RR= NO. 2&07U.01 G. MAIERIAL CHARACTERIST1101-AND SPEMICATIONS: 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 WAT TER A. TILL17T, JR., RE, cc) 13=1 441M47 as per TAB 202 Protocol. Test reports prepared hy Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 " 21 of Testing, Inc., Reports # 96-569 dated 0810all 996, #96-570 dated 0911811996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-175, PRODUCT EVALUATION REPORT #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, P-E., Fenestration Testing Laboratory, Inc. reports# 2032 dated 0411611998 and * 2126 dated 10/05119,48 witnessed by Gilbert Diamond, P.E. and Report No. 7. LINITrATION AND CONDITIONS OF USE: REPORT NO.: 204728.01 0219.01-09, dated March 4, 2000, signed and Sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. $hall be strictly In compliance with General Notes No. 1, 8 thru 14, Indicated DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by OC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of`26� as well as General Notes # I thru 4 and 11 thru 16, indicated on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-IT6 PRODUCT CATEGOIRYi Shutters signed and sealed by Frank Grate, P.E. prepared by T liteco, Inc. and I signed and sealed by Waiter A. Tillit, Jr,, P, E. PRODUCT SUB-GATEGORY- $tarm Panels 2.3. STRUCTUIRAL� NGINEERING CALCW.A110AS; T2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel definedon section 1620.2 of the Florida Building Code. MANUFACTURER: Global Protection Products length based on rational and comparative analysis, and In accordance with 7.3. Product shot I only be Installed Into poured concrete, concrete block, and LLC, 4800 S.W. 51 Street section 1616 ofthe Florida Building Code. Calculations prepared by Tilleco, Inc., wood frame structures. Davis, Florlda333114 dated 11103108 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P.E, I.PURPOSE Of EVALUATION; 3. MJ$SILE IMPACT RESISTANCE Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report issued by Walter A. Tillit Jr., P.E. (System Large missile Impact undersection 1626 ofthe Florida Building Code, as per No. 44167). President of Titteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAB 201 Protocol. 61 G20-3, Method I D of the Florida Depa rtment of Business and 4. VVIND LOAD �'�k 1, T14Z/ Prolliesistonal Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas indicated on sheets 8,10,14,15, 16,19, 25 26of26 Evaluation Document 44167 been verified for compliance In accordance with the 2020 Seventh Edition of the and ofProduct (P.E.D.), drawing No. Florida Building Code, and to verify that the product is for the purpose intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, 16, 17, 18, 19, 20 25 STATE OF at least equivalent to that required by the Code, and 26 of 20, of Product Evaluation Document (P.E. D.), drawing No. 20-176, 40V) - .., This Product Evaluation Report shall be subject to review and revision in case of . ....... Lp %', Sto N A a Building Code change that may affect b limitations and conditions 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on I EVIDENCE SUBMITTED; sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document WArU D�MLTFCOAOMONREC'ORM�P. E. REPORT-20 k GLOBAL PROTECTION PRODUCTS. LLC`12OGAGF 2.1. PRODUCT EVALUATHO—N DQCUMENTJp&.pJ, (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as CALVANIZED $TEEL 5TORM PANSU DRIAIG MY 76 1 REPORT �"720;01 Drawing No. 20-176, tMed "20 GA43E GALVANIZED STEEL STORM PANEU1, indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilleco, Inc.; signed and sealed by Waiter A. (P.E.D.), drawing No. 20�-176. Tit lit, Jr., P, E.; dated 07/2812020. This d rawIng Is an integral part 1 IM1111, Evaluation Report. yJ 4N. e) Okoolilillip', �,A �k N. N, k _\� .. - EN& No. 441ti 157 STATE OF Ajo Rl 6355 NX 36th Street, Suite 305, Mi 'ami, Flarida,13166 - Phone: (305) 871-1530 A 9 GENERAL. NOTES: SZ) IN CASE THAT PRECAST SIMINE, CA PRECAST CONCRErE PANEI-S. SftJCCP OR WOW BOARDS BE FOUND ON THE 0" I= 20 STEEL. WOW N" DUSTING WAU� ANCHORS SHALL BE LOW DOWN M REACH THE MAIN STRUCTURE ODOM SUCHI PANELS I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D�) HAS KEW VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL K AS MENTIONED IN 9.1) AND IN 112). ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE (C) M.L. " TAKOR ANCHORS, AS MANUFACTURED 13Y 1,7.W. BUILM. INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION IS" OF THE ABOVE MENTIONED COOF_ �144:10 FANELMATE FEMME 0 AND PARELMATE PLUS ANCHORS . AS MANUP 'TUAND BY ELCO CONSTRUCTION UCT& FOR A WIND SPEED AS RIEQUIRED BY THE JURISDICTION WHERE THESE smOTTENsS AL PROD, A ORECIIONAUTY FACTOR 0-015. USING ASCE 7-16 AND SMALL NOT ANNE MM".A 1/4 LAG SCREWS PER N.O.S. FOR . BE rD) OESION PRESSURE RATINGS INDICATED ON SHMS 7 THRU 12, IC 15, 16, 19 & 20. 1/16"0 - 5/8' WOOD EIUSHINC AS DISTRIBUIED BY ALL POINT SCREW, DOLT & SPECIALTY CO. IN ORDER TO VERIFY THE ABOVE COWN]ION, ULTIMATE DES" WIND LOAD$ OFTERNENW pM #ScE 7-16 SHALL BE FIRST REDUCED TO kSJO. DESIGN VANO LONn BY MVLTIPL�ING TV" BY 0,S 94 CROER 70 C-1) MINIMUM THREADED PENETRATION INTO WOOD OF' TAPCON ANCHORS SHALL OF 1 1/2- AND 2' FOR ELCO PAMELMATE PLUS COMPARE THESE W/ MO, (ASD) DESIGN PRESSURE RAT" INDICATED ON SHEETS 7 THRU 12, 14� 15, 10. 19 & 204 AND FANELMALE FEMALE 10, IN ORDER 10 VERIFY THAT ANCHORS ON THIS PE D. AS TWO WERE NOT OVER StRMED, A 33X INCREASE IN ALLOWABLE C�2) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT SMALL. BE 1 1/2�. NO THREADED PENETRATION INTO SnCCO SHALL BE CONSIDERED AS PART Of THE REQUIRED THREADED PENETRATION. STRM FOR WIND LOADS WAS NQL USED IN THEIR ANALYSIS. FASTENERS spArING To WOOD RAS BEEN DETERMINED IN ACCORD04CE WITH M.D.& 2018. C.3) MINIMUM EDGE DWANCE OF LAC SCREWS� INTO WOOD 94ALL BE AS INDICATED IN THIS DRAWING STORM PANWS ADEQUACY FUR IMPACT AND WIND RESISTANCE HAS BUN VrRtnED IN ACCORDANCE WITH SECTION 1625 OF THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING A, TESTING INC, REPORTS 95-569. 96-570 & 96-T30 AND C,4) MINIMUM PENETRATION OF WOOD SLISHING SKALL BE 5/r. Ile 0-20 SGRM USED SHALL BE 1 1/2' LONG MINIMUM FENESTRATION TESTING LAIL INC, , REPORTS 12032 & #2126 , AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD S!UCCD DOST. AND I* MINIMUM FOR WALLS WITH NO MUCCO. AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT #0212.01-011, AS PER TAS 201, TAS 202 AND TAS, 203 STANDARDS. IN CASE TNAT PRECAST STOW- OR PRECAST CONCRETE PANELS SnXXO OR WOOD BOARDS BE FOUND ON THE EXISTING 2. ALL AILUMNLIM 0GRUSIONS VD BE W�Te ALLOY nQ TEMPER. OmLEss OTHERWISE NOTED). SEE SNEET 2. WALI_ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANEL& ANCHORAGE SHALL BE AS W904ED IN CA), C.2) & C-4) 3 ALL ALUMINUM SHMT METAL USED AT CLOSURES SHALL HAVE 3105-1114 ALLOY, (0) ANCHORS 94ALL BE INVIALLED FOUJOWING ALL OF THE RECOMMENDATONS AND &PECMATIONS OF THE ANCHOR'S MANUFACTUIMI_ 4. ALL SIM SHEET METAL PANELS SHALL HAVE STRUCTURAL GUAM STEEL ASTM A_653 GUM 50 MINIMUM, G-60 GALVANIZED STEEL DESIGNATION W/rY- MS k0i WIER ROULED). 8- PAHELS MAY AIM BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION MAILS SHOWN ON SECTION 4 THROUGH TO (SHEM 4 THROUGH 6) EXCEPT THAT W-ADERS Q & Q SMALL NOT BE USED. 5, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. IT SHkU BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERVY THE SOUNDNESS OF THE STRUCTURE WHERE SHunER IS TO SE DIN SWIS W1 50 k1d YIELD STRENGTH AND 90 kel TEM54LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 24A 1 .3.3.4. ATTACHED TO N&M PROPER ANCHORAM THIS SHUTTER SHALL ONLY RE ATTACHED TO CONORM, BLOCK OR WOOD FRAME BUILDING& S. BOLTS TO IIE ASTM A-307 GALVANIZED STEEL OR AISI 304 SUM STAINLESS STEEL WITH 36 kSI MINIMUM YELD STRENGTH. 10- EACH RtGULAR STORM PANEI. WITH LENGTHS OVER 8*-0 THROUGH 12'-4*, AS PER SECTIONS 6. S. 9 & 10 AND ALTERNATIVES 8W, I ANCHORS TO WALL SHALL BE AS FOLLOWS- SW & IGW ON SHEETS 5, 6 & 12 RESPIECTIVElY. SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING GAWR OR TENANT TO SECURE PANELS WITH APR)CABLE REINFORCEMENT DORM PERIODS OF HURRICANE WARNINC 11. THE INSTALLATION CONTRACTOR IS TO SFAL/CA1JLK ALL SHIJUTER COMPONENT EDGES WHICH REMAIN IN OWMWOUS WNTAM WITH (A) ?irf WTAPCON ANOWHORS AS MANUFACTURED BY ITW BUILDEX. INC, (MIM, ro-3t22 pQ THE S"NO TO PREW-Mr WIND/RNIN INTRUSION. �/4' 0 . 7/8" CALK-W ANCHORS, As MANUFACTURED BY OCINALT WC_ (MIN. V-3000, PeO /4�0 . 3/4* SOLM-W ANCHORS, AS DISMUTED BY ALL POINT SCREW, DOLT & SPECIALTY 12- 5YORM PANEL INSOMLATION SHAU COMPLY WITH SPECS INDICATED IN THIS DRAMNO PLUS ANY BUILDING AND ZONU40 REGULATIONS (Mi", r-31000 P.,L) PROVIDED BY THE 31RISSIG1I VWfrAE PERMIT IS APPLIED 70. #14-10 PANELMATE FEMALE ID * PANUMATE PLUS ANCHORS. AS MANUFACTLIRED BY LIM COK"WlION PRODUCT& (WN, I*J350 P.L) 13- (0) THIS PRODUCT EVAUAMOR DOCUMENT PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION Ile# CF TAP -GRIP ANOWIRS. AS MANUFACTURED BY TRU-FAST CORPORAWN (f-3600 pzl.) FOR A SITE SPECIFIC PROJECT, i.a. WHERE THE STrE CONDITIONS DEVIATE FROM THE P.F-D. Al) MI M EMBEDMENT OF TAPCON M40NM INTO POURED C014CRETE SHALL BE 1 3/4� 2- FOR FANELMATE FEMALE (b) CONTRACTOR TO BE RESE"001E FOR THE SELECTION. PURCHASE AND MrALLATION INCLUDING LIFE SAFETY OF THIS PRODUCIT BASED ON THIS RED. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT 0 AND PANEMALTE PLUS AND 1 1/4- FOR CF TAP -GRIP ANCHORS. CONISMUCTION SAFE17Y AT SITE IS. THE CONTRACTOR'S RESPONSSILITY. A.2) CALX-IN & SDUD-SCt ANCHORS SHALL BE EMBEDDED 7/8- INTO THE POURED CONCRETE, NO EMBEDMENT INTO W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. SFUCCO SMALL BE PERMITTED. 1/4* 0-20 SCREWS USED 9*1 BE I IIV LONE; W41MUM 94OLU STUCCO COST. NO I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THWADED SCREWS WIG HM. (d) SITE SPECM PROJECTS SHALL BE PREPARED BY A FLORIDA REGIMRED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT WITH WING NOTS. ENGINEER OF RECORD (FOR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E-0. ENGINEER Of RECORD. AUK AS A DELEGATED EN04M M THE A.3) IN OISE THAT PREQftT STONE. PRECAST CQNCRE7E PANELS, PAVI�M STUCCIO OR WOOD BOARDS BE FOUND 04 THE P.E.D. ENGINEER, SMALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. EXISTING WALL OR FLOM ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A.2), (e) THIS P.F-D. SRALL BEAR THE DATE AND ORIGIN& SM AND SCHATLIRE OF THE PROFESSIONAL ENGINEER OF FZCDRD THAT PREPARED IT, (a) !12190M I IAPOGN ANCHORS AS MANUFACTURED BY L T. W. SUILDM INC. 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE L=To* AT STORM, le " �� PANEL SHUTTER IN ACCORDANCE WITH SECTION 17D9.9,3 OF FLORIDA BUILDING CODE ONE LABEL 1/4" 0 A 7/3' CALK -A ANCHORS, AS MANUFACTURED BY OEWALT INC. (MIN. f'—Ibw p.,I.) SMALL BE PLACED FOR EVERY OPENING. LABELING TO COMKY WITH SECTION 1709.92 OF THE 1/4'0 X 3/4' SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. DOLT & SPECIALTY CO. FLORIDA BLNtDM CODE (MN ' f—TOOD P41) 014-10 PANELMATE FEMAU tD AND PANCLUATE PLUS ANCHORS, AS MANUFACTURED BY EUCO CONSTRUCTION DNLY BE =u. PRODU IS (MIN. rc-2071 P�Sj.) '111010M E STATE C Ile 0 CF TAP-CSIP ANCHORS, AS MANUFACTURED BY TRU-FAS7 CORPORATION A, 0-1) MINIMUM EMBEDMENT OF TAPOON ANCHORS, =0 PANELMAM AND Cr TAP -GRIP ANCHOR. INTO THE FLORIDA BUILDING CODE (High Velocfty Nu me Zone) BLOCK UNIT SHOU BE 1 1/4', 20 "a GLYANIZED STEEL STORM PANEL FRI No. 8.2) CAIX-iN & SOUD-SET ANCHORS SHALL BE 1EMENEWED 7/e INTO THE CONCRETE BLOCK UNIT, No 4 167 — DRAWN W, INTO STUCCO SHALL 13E FMIATTED, 1/4- �20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOU GLOBAL PROTECTION PRODUMS. I.I.C. EXIST. AND I* MINIMUM FOR WALLS WITH NO STUCCO. ikj%. STA OF `ISOQS�W. 5 SMW Ov A OAW_ M 3MI. PI00 20-176 OSQ ORNINK, N� INSIALLATION DETAILS. INTO EXISTING POURED FOR REGULAR PANIEL52 CONCRETE OR CONCRETE & (2 BLOCK STRUCTURES wicarmAmoNoRs on SONEAULE 04 CONCRETE ANCHONS (M SCWMULE ON Ram a THRouGH 9) CONCRETE ANCHORS SH" a "MION 0 )r�E.D. CONCRETE ANCHORS (SEE SOVA" an 4 VaSTING POURED 41 . I SHEETS a DIROUCH 9) I 1 ORE"."'SOU" /r I fE=- L IDOSTNO Pousp F CONCRETE 2 POURED 2 KNOW. EIRSTING CONCRETE REQUIRED] if IS Ilr Qlc� SEE ON IAM $0, IXrNIA`VW_ QAS$. IN3STING POURED CONCRETE OR — ./T— I - " — ;, RIF. E.", I Dmnw R 12 112- 12: 1 2,1r %N&PO CONCRETE BLOCK Grp CONCRETE BLOCK REQUIRED, 12 Iff = REOUIRED REOUREO. 2' EMMSIM POURmi CONCRETE 1, MI—J CONCRETE ANCHOR$ s(.T6* "S= L9 REQUIRED. GGHGROE NONG" L-�D SM*KU ON— CONCRETE ANCHM-1 CONCREM ANCHORS ON (SM SHEM 8 R`ROLaH 2) M SONED" ON 94EM a THINX)ON 9) (SEE 304EM" 0- SHEM a poxam 9) SHOEIS I THROUGH 1) WALL MQWM SEW= 1 SCALE 3/8.1- CEILING AIR &M MOUNTING WUNIAMIN131""NG &IUMU 11PLa MOUNTING E.D. - EDGE DISTANCE MAE IN a (SEE SCHIEDULE ON SHEETS 8 & 9) 'Ir cit. TOP & BOTTOM MOUNTM CAN BE ,Eik A, COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, ............ FLORIDA BUILDING CODE (High Velocity Nu Gone Zone)i 7 Cam T&TOOO. 2D GAGE GALVANIZED STEEL STORM PANEL cum Sh s GLOBAL PROTECT" PnIODUCTS. U_r_ Z. IILIECO.7� CEILING AM UNTING AL QUID &*. 51 ISTREIG WMF� FL M314 PROND MONVII-1I40, FAX' (W)MIS-UM 20-176 _36m_ �, (M - DRAWN 2.OW L PAMEL'S END UP All, , - W IG ISOUf:1RIC VIEW DETAIL A R"IDED CORNER 0 ENDS Of PANELS END UP W/ HEMMED EDGE. (N.T.S) 2*U!Xl/-4 Mimuld AaGLE (�) *b" HEADER //T,:JECO :L TILLIT TESTING & ENGINEERING COMPANY WALTER A. 11LLIT, a, Pa EROIDUCT EVALUATION REPORT FJ,C,A. Limi, Nic. 010719 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 Produr.% LLr, 48DO S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF MLIUATIOW This is a Product Evaluation Report issued byWalt6rA. Tillit, Jr., P.E. (System ID # 1906) to the Giobal Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 10 of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described heroin, and has been verified for compliance in accordance with the 2020 Severith Edition of the Florida Building Code, end to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED., Z1. PRODUCT EYALUATION DOCUMENT (P.E.D.): Drawing No. 20-175, tMed '24 GAGE GALVANIZED STEEL STORM PANEU, sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/2712020. This drawing Is an into ak#r, Trjk is Evaluation Report. 'k 167 7 STATE "to RvO, "*` 6155 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phoad: (305) 8 1- 1 1 -1531 CRITAL WIOTN�-- 6.2W L_ OAW MAN. THICK GALVANIZED STEEL ASTM A-M RADE SO < L* 2 0-60 MY. .2 A TYPI 48Z I N EDGE MAIL (A END STORM PANEL 1/4-IM 1/4*0_22D. SERIES F I& STUD ArVERED ss. SWIG TO AHOLE 0 TO, 12 �1/�2rOIC. III, SEE f SEE SEE DE7ft 1 Dow -125' —1. __, L .1i *U* HEAM Mau nAAL ANGLE WITH STUD ANGLE WITH \Z7 REV= MD X4 I JIG !"-20, 304 SERIES IW F_ =,"NETED TO .375' .270".60r 2 1/2� O.C. 1.97 . I I 1.063, .0sr I �r L 093" . 0'15. Mr Ow I Ab� �005* NEY HOLE WASHER 000 - -f- TRACK ANGLE (9 3/8* "E* TRACK FLAT PLATED Alomyj WITH STUD GALVANIZED STM --3+4*0 N. T EN No 44167 .37V FLORIDA BUILDING CODE (High Veloc NICKEL WING NUT X 'AF Sam III &C. 20 GAGE GALVANIZED STEEL STORM I KEY HOLE AT PANEL GLOBAL PROTECTION PRODUCTS MCA 1101E C 0 INC. 4800 S.W. 61 SOW ALTERMATIVOLY. USE WIND NLIT W1OVT MGNMMW WSHEN W/ AOCTTONAL =_F-4L,064)SM4M I/Ir-0/m, WSKM (SIAIKILER; STEEL. OR NICKEL mATED rmmj� TE 1 U%,W- wNeRMAICHaes 0a SCHIEV" ON SHOTS a 119tv" 9) MANa� �'ql R OF UP -GRIP 'REMULES ON CONCRETE ANCHORS M SCHEDULE ON THS"N" SCALE 3/8.1- EXISTIONG NEW I* vant . wum . 1/4* 1__V=OF EnSTINO Sn=O/ THICK AUJML TIME ON I* P.t WOOD PLAX $AACIEIR /---WOOD SAND j— WN I' WOE , VARIES x 1/4' ALUM, TUBE Olt I' . VARIES -E.T. WOW PLATE SPAM 13EWND TRACK CONCRIETE ANCHORS (SEE Smcmu ON + SHEETS 9 THROUGH S)7 COSTING Zoe I Y2�� CONCRETE CONCRETE _SAAMD,I M SPACES, MUM CA GAS ago: STI ., X6 RDOUNRED. TUCKS, HIM am� DETAIL EOR SPACMS BQ1M TRACK SOME 3, REQUIRED AT 10 OR 'UCCOZM DAM SEE S ON I TO T- CAIE � �P SCALE 3/16.h1w- _0 CASE C (PLAN) SCALE 3/10-1- CASE D LPLANI SCALE 3/1 r i,u "WEL *~ Srfflma.�! - U ' i I we (SEFWSC� =OUIZ SHEETS 8 NWE no TOP & BOTTOM MOUNTINIGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATM FLORIDA BUILDING CODE (1419h Vsloclty Nu com Zone)[ 01020 W.Mm We. F.P. 20 OW GALVANIZED STEEL STORM PANEL 44167 OWN By,, 0/28/2m S& S OIL— - GLOBAL PROTECTION PRODUCTS, U.C. Out — Z�. 4000 SL*1 61 STREET DAMK_ FL =14 "Mm (w)WO-7m. V.- INN)MR-am 20-176 A Dome,* ft AV WALTER A. W , - ACKW im --ows Wn Ptt00UCfLVA1XATT0NREPDRTN0i 10,0717M 2 2,Z 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 03/11102 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 sealed by Edmundo Largaespeda, P.E. and Henry Hattern, P.E. Large missile impact and cyclic loadings per Protocols TAB 201 & 203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November-23, 2010, signed and sealed by Julio 1E. Gonzalez, P.E. Tensile last report No. OCM-198 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, RE, a& per ASTM E-8 and Tensile Test as per Or, Metallurgical Report No, I OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano. P.E. as per ASTM E-8. 2.3 S.TRUCTURAL ENGINEERING CA�LQULKTIONS: 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 Tilteco, Inc., dated 12118/10 and 08127113 (for this revision), signed and sealed by Walter A Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCF-'. Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD, 12-99 Standard and TAS 201. 4, WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to SuStaln wInd pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall bwd 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 Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. B —7--7 S STAT OF N L 1/4, 2/4, 3/4, 4/4, 5/5, 7/5. IW110, 2W/10, 3W/10. 4W/10. 5W/10, 6W/11 & 7W/11 —ANCHORS: FOR CONCRETE SEE SCHEIRALE ON SHEETS 8, & FOR WOOD SEE SECTIONS ON SHEETS 10 & I 0 7 /1 —a PROIDUCT2YAt,ilATIDAUR.QRT-b'D-Zk-OU= A. INSTALLADOM Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.). drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20-175. VLAATBRIAL_G�� 00�N. Shall be strictly in accordance with General Notes and Components Indicated on sheet I and 2 of 18, of Product Evaluation Document (P,E. D.), drawing No. 20-175. Anchor 6pecifloations shall be as indicated on sheet I of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7,11MITATIONS AND CONDITIONS OF USE- 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by T!Reco, Inc. and signed and sealed by Waller A. Tillit, 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. rdlit, Jr., RE. (Florida License No. 44167), President of Tlfteoo, Inc. (Florida CA-000671 go. WAT'LL D_"; TIL7ECO ADMON RECORDS � P. E. REPORT.20 GALVANIZED STEEL STORM PANEL IDRVVG #20-17,9 � 6/5 I S A S __IWAWLT W/ 7/e I, 3/32� I I I I o I i it I i I ITT I io�T�_O "1504I5t&_1i0/VCRLAP` 9 1_10.1/4, 2/4. 3/4. 4/4, 5/5, 7/5, -1. IW/10. 2W/10. 3W/10, 4W/10, 5W/10. 6W/11 & 7W/11 ___._ANCHORS: FOR CONCRETE SEE SCHEME ON SHEETS 8 & Q____ FOR WOOD SEE SECTIONS ON SHETTS 10 & 11 ORM PANELS,d)& Q ELEVATION N.T.S, zar W omtm -i WHOLE wam 1/4' 1 MAX. GAP 1/4- M CAP No �WE 44167 aKou TAX= M 20 UK GAILVANIZEG STEEL STORM PANEL F.P DRAWN St. GLOBAL PROTECTION PRODUCTS, I.I.C. DOME, IL =14 GAIL P.E. 441oz- 20-176 3 of n INSTALLATIO QUAILS EOR REGULAR EANELSCD & JA INTO EXISTING POURED ONCRETE OR CONCIREIE RLQQK �JRUQTURES ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9 CONCRETE CONCRErE FOR WOOD SEE SECTIONS ON SWEET 12 ---------- CONCRETE SUM C74CRM BLOCK Ift. REQUIRED I REOURED REDURED W. -1 WHOUZ VNJLEY) I' Min. CONCRETE ANCHORS CONCRETE ANCHORS 3mem" ON ---am SCHEDULE on _DAL -M SHEET 0) SKU 9) SHEET IH- lip ET lox-mv) Ji K Z SUM " 11MUT Hen _T_ F 7 Mtn 01 ..... ... . ....... 3 OF I" Win.; OF 1: i MAX OF ^L7 i I' AFrL MAX __ANC"DR& MR CONCIRErE SEE SCHEDULE ON SHEET 2_ FOR WOOD SEE SECTIONS ON SHEET 12 E KIT �100&w REGULAR STORM PANE .gD & nryvtoN sm 0 12 SCALE �� I I/*- MAX. GAP 1/4* (UK 0ANUP -I WHOLE VALL" 1 4-1-20.3/4- S.S. SOLT Mo. LW/ 7/0 WIMS NOT CONCRETE ANDHO" T&SCHEOULC 00 4 MAXt Am"es STADMaGO (SEE SCHEDULE ON EY S, MW 0) -A "NE ON SECTION A L-A&MTEDGWIRIETE OR SCALE -.1 Locr REULARED 3/32 SLOGN VADIARED REGUIRD) DJRECT,W DIRECT ANQ "L MPUNIING mug MOUND . _Q ft J0UfMNG , �& 1115JAIJAD RMAkIlepw IhWA H SLOON a Emp SE=N 10 SCALE 3/8- 1, SCALE FLORIDA BUILDING CODE ftb Velocity Nu Gone Zone) 20 GAGE GALVANIZED STEEL StORM PANEL r.P. 0DWW&M OF No 44167 ED. - EDGE DWANCE (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS SHEET 9) COMEMNEED IN ANY WAY TO SUIT ANY Z 11LIECOINC, GLO C " PRODUCTS, U.C. NIOD S.W. 61 STROOr INSTALLATION. wmca R� 33314 PHONE, (EMHNES�7$W FAt, RS4XSWSM 20-176 0. .00 '"1 C/) > 0 0 Z-0 0 0 cu C/) =3 CIO - CU C: 0 0 a.. I= CU = C) .0 -+- CU LL_ .+- 0 CU > M Cn E 2 (n CU -0 CO _60 U) CD_ Z Z W MJ ' TY, 6 L44_�' =3 U) a) LU Z Z CL LAJ C3 C.-, cwl> C�4 LZ C= C14 CL) CL, CL. CU E CO CD U� CL C/) CO 0 L_ 0- 0 0 CO M SHEET NO. SH 1.0, SEE sonlow T, X �Aa •�A .x• ► �. _: •. •: :. SCA1,E 1/4--T' 'wWM4zzswyI,y4k .) TWa t„3 e4 ..wiT i +aF StiS`P�r LPs` c mom tkjJ!ON 1 sm%4a SCALE s/�,' TI . LIULUON ON ALA BE FJ6TN•1,ED W/O STORM PANS15 DN TOP OR B4?iDM SO TNAT a 0 kOLATID AT 79P OR tT1il tF OPEN14a: LOGE'. PAAEL OPENRIO W/ TITRE 79P t BMiDA0 INSTALLATNIN - ALTERNATPIE 1W SCALE; 1/4' I- Mw. MULL" SPAN (Ft:) REQUIRED 1Fhi: TUAE mvLUON C V-a' 2" x 3` k T/w i > 5'-E• TO r- to" 2• x 5" x Tj15 ;...... WALL MOUNTING D,ISTALLAA'TION - ALMMMATWE 7W SCAM- 1/4' - 1" 1. INSTALLATIONS. ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +Ss.S. -724 pm.L AND PANEL'S LENGTH UP TO 6'-8'. 2, MR NEW :MOOD FRAME CONSTIfUCT10W WOOD MEMBERS TO BE: SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL M MOUNTINGS' CAN BE ANY WAY TO SUIT ANY �•�- 2'�'xr�rxm--1r f,WIJ' 1%wi9.i j.. 1TFP IMP A ammo "UOri c 5/ivo TMM m IL e,wnFr[ W21 FRUIT, WAa1 t DEIi M k FLOOR YOUNTIN61 WALL k E= NOUNTIN6 INSYAL� ;,�,I' MYS iW INSMIJA'jjj} M - ALTERNATIVE !Lw+ (SECTION AT TOP I5 UNITED TO +55.5-.67.0 MAX, WwLti 1/4• 1'' A,S.D. DESIGN PRESSURE: RATING) SPICE' 1/4' . 1' snn+ ri rn ( I 6 i t. Qa a.a ro r.err AUW.rF °�mG er m[a FI_AAR WQUNTNNS RiSTAt1ATN)N - LAW CowallE ANCHORS CONCRETE ANCHORS FOR CONCRETE ARCHORS: SEE SgiAME Dk SHEET ,4: (SEE SO4MULE ON (FEE SCFaOUAE ON FOR 290D SCfIEN: SEE rECIpN OFs SNKET i$ SHEET L4) .. SHEK7 14) 1, k 1W 15 - rM°Arm. IA 2/4 2A/4, 3/4 OR 1/4 11 2 k 1V//15 m J POLwfiD rrncNEIE �{ .I . PSD POLMED BRED FORI�n. !FOR � .(Eta PAHEI) t1 iNf¢EtriR P�ME1) (rNRAR9R .. iE1$1 UTill k6�t. OMG�� o fl'iRY sT1ro � ,z N/ioc, 51uD a ,z ,/2' tt 1 1 i 1 14'AxMACIME I r 4'hf' HAarINE r 19/ W.. •T` 1 ' sP I S.' tt to , Ot: tSES OE7 4)(„ itta SEE W. 2/t LCLL°°ii �` I I r T.oCArKa L w ., 1 1 I Off I EMAS 1/14 POUNkO COHGRLTE� 1 CONCRETE A, BLOCK WALL'{+ IRSi mm i' I I l I /4, 2/4, 2A/A, 3/4 eR 4/4 7i 2E k tW/15 1. do 11M/15 -^I ON I n SAFETY PANEL L_ AREA W/N9 LIFE SAFEFF PANELS Na1L tEES.aM!) i.4FE 1iBG,RAR FMOFELS W/ 0"-_....-,.m,.-...-,..,i...�y . P�MEL •---SEE ' / TRAI°1SS (SET NOTE T. ECONCRms. %f.. i.� ;.d°lf'�',. t'r RO P AS } , ✓'F lE SAFk7Y STORM AA��fyE/r.. 9PENit7&A SITY.L lwJ.CCtlGIfION)FOR WEE 54EEIY ALW7WAYS BE pe"lIDFOfNSFAW'TfOMHEMR DIIEEF H) FOtRtE6 WNCRLIE-'�J lAn. `i,-T•..a T+drA, RFAUWED �``,;.. ,1At JA TO IPSFAlS.FA 9R RF,AOYE1 FROM INME COt4CRKTE NEHORi I. - - � 9F SIRF/OtURE, tWE Sc±rEMltE. .. �LEVATrQN WALLMOU"H2 11MALLAIMWALL, AN b E( (�QR TU( 3 iNUAIA;ATIQN saal> a13z =T' W �e•7 � - SECTION 1 SCALE- 3/9' . I' - SECTION 2 SCN E 3/s' . I' j4' Inn wa IQ �tR t ' I ` ,/4• wx. CAP ND1i . .SAE1n �T-nRV PANE7- gvfi[tsI }ucT;4iiiTN1N L LIFE SAFETY STORM PANEL CAN BE LOCATED AS AM END PANEL (FIRST OR LAST PANEL) ). �- OR AS AN INTERIOR PANEL. (PRY PANEL LOCATION IN BETWEEN END PANELS). $ PA1Ips B F�,tTERNniE tOry,TfON LIFE SAFETY PANELS MAY OR MAY NOT NYRE 1. BE INSTALLED ADJACENT TO ISEGutAR PANELS AF E#A PAHEr9, (W/ OR W/o REGULAR TRACKS.) WE NOTE 1E. 2. LIFE SAFETY STORE PAN .0 �+I I� � EL caNsrsTs OF a 39 GALVANIZED sTEEI srGRl+ PANEL As s��M O B PER tCORIPONENT ('U« SHEET 2 OF OPAWING, .SCALE 3/32'-1' THIS PANEL ALLOVT5 ITSELF TO BE REMOVED OR INSTALLED F&OM THE WSJOE OF STRUCTURE. '. . a LIFE SAFETY PAN REQUIRES TIP TRACK TO BE COMPONENT @ & S.T. TRACK TOPOW. tATdAttiNLN!#I{u AS PER SHEET 2 OF THIS A. COMPCN3EriT BE INSTALLED WALL OR Fl. MT OUNTED FOLLOWING SDCn NT5 1 & 2 ON THIS . AS WELL AS DETAILS I & 2 ON SHEET4; $y?�4•>~,N$F 4, MK LENGTH- FOR COMPONENT 5 i5". ., (y,.. A FLORIDA BUILAIMG CODE F6 h Ve1ao)ty Hu cone Zone MOk, ANCHOR SPACING FOR ANCNOFAkGE AT BOTTOM IS GIVEN ON 2 g9tr1e TiLTAO. s±C. F,P; 20 GAGE GALVANIZED "k G ZED STEEL STORM PANEL SCHEDULES ENT T & $ SHEET 14. s •* i ;a i Ro en COMPONENT COMPOhlFNT',1�)MAY RE PERMANENT OR REMOYABtiE. - � '4• •• ®------{ a � GLOBAL PROTECTION FROWN. i,LC 5. SEE DETAILS FOR I#STALiATION INTO WOOD FRAME BUILDMS ON SHEET 15. �%�'?4 .. •••.. V. SEE SHOFF 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE 1NSTALAMN 4F s51." "a '1ML� `eW 111COAWwANY OxWES'. IL rsS%S1A T , AiI Ql+j f\� 20-176 +� ww rox wX nn.A w s7w PSIwe. {FS4)eeF �a4m• Fmrc (Fm4b$2•'Aaf7 SPACERS AT TRACKS INSTALLED ADOXENT AND BEYOND TO STUDCC,,/WOOa BANDS. NNFI i 1.I, m-ai,a.Aw xt -uIe NNMNL- CA-t16pEYrR awMxa rn OlMgw Ne: P.E.SfALiSKUMiUrIiDAIE A °M..:PZ fN@I.. i3 OF n - #4 - - MAXIMUM 9.Cs il. 1.09m = SCHEDULE tVAT.N1. ONLY MR & 3k$1'ALIATKk1S'AS PER SECTIONS I THRU. 101 Eat SNEEiB... 4. 5 t 01 " aOLTEO. W/ ,j#4-20d- ss ILLS. 19 CKV Af aNt W a OF Prd� INM iSMKQ COMER A C�SII� UE R=K ST!?OMES OWID ONLY OR PANELSO& 0INSTALLATIONS AS SEDOOM I THRU 7. ON SHEETS 4 & 5) In To +NµtlNlt#filtt/{I� rrt�/r FLORIDA BUILDING CODE NI h Varoeo HUiTicone Zane PTO. $ 'z racm Ta,cco 20 GAGE GALVANIZED STEEL STORM PANEL r fq76 ' a $T AF ^..e_ G+E� VOl{L PROTECTION PRODUCtSI LLC" jLT IIla. aTn O S , Ax i0Q AYIS / ' t c P � �i ra wN. mler. n.. >4 m aawe eWmt w aria d'F64iNN'tst5._ m LFm4)MN-5iF7 20-1 rAOrRIW AREA. . Mkr. P4NET. LA,NTH � SO PN�L t�R109FIQH aF' TfE11 +:A..L -T2A :. 7•=s• EnT Lts6 a a/4` u�91t6D , ?f s t 7 t'aS-5. -720 r�T-6" TO a°-$' Mon. 2 ;H%#` .7Er k 1rEU $ # 1 -12.0: PF'-E' Tt 1,•-2" Maw 2 T/2` • $ado � $ ' +#3R. -1$.0 ,2'-�#• 0.R LESS 3 !f2` ♦ FEq,TEp A F t TQ MAxAnA1 A$.D, OESATM P'RE.�tlE. T4I,ITO TP+t� NFAarLii: �ACl40 FOR ,a. - x ,7r $ECM k AM'�TN1N � 1ll#dl6kf P/d1E. 6F210sN 'L' (R.) TAPCSII, CP TAP -TRIP CNK-tl9 PA'd9MASE PEMN.f R PfHitYAIE i'l� TO CAIICflEFE' CbNCAE1K tO i:ONSP£:E. NIUCIr 4YN$RR7E 9R.O'ut TO � Comm1 M.00K 1R1 CONCRETE CANYAEIE $LOCK M CGlC(ETi CtM+fXYEfE atO4aC $• NJA Nfn -: NfA e" .E" OVA ' F* WA e" WA 1 {7gPI 4' S N}'A rrfA E 6" a` a•' $• .. E' N/A kIA.. N/A $• N/A 'A` N/A R iq�:... e' NIA N/X N/A 8' N/A 4' NiA A' k/A Y t$Cr4,UM} WA WA WA E' N/A a" rrlA -. K WA > t. 4 tT9Pi P-S' CR LESS OR LESS k' A' kfA. NIA - a' - �' L'- i•'... 9'.. #• 3 f$OTTAVA). S'. N/A TVA. N/A a" NIA 7 (FM'j $ 5". kIn -. N/A -. a* 4 t7 {HOLISM) k/A... kin 3'1 i/Y $ i/4' f2 ,/2' $ tf4' ffi ,/i" B tf4' a r/4' $ ,/4' S tTCPI$DiLW).,. SEE 9s�i5 ,o t 1, FOR ANCHORS TYPE t sPAceaR FOR wcuuA,�as mFm wLwD FAANE $UEW16. NRiFNAI ldNSIG1 SPArAr� +Vb MIINRAI ECt6 aS'fANDE ARE NOMA1£O`ON TIAS A.K. TOR G0. tE#S TFMN 4idOATEO ON SCt$41wE RlTH4CEANCMGN MMOF7paf iRR.flPt'INi SPACYi4 SrRJY'N 9H � $1 TfE FAtT0p2. FOR 91� OPERARON TO � Pam£. RElN)rf6 SPM5N0 DRTNXED I1Sr# f,WR;M1 SfOLt NOT SE I#NF T1P#r MN1aUM $PMdtiO aaCnTEO 1YW 19Ad1 ANt4gR TFAE AT JlPdgR5 LLSEMb, 191n1� TTIi[ i/4•e ,IPMM TI4"• is P 1/4'a 1/'4'7P ,I4'Y I 9/44 tam-xT 4ia#ArwTArGEF [rnxrYx twJ X X a X X m Dn RaA.x nrnvnr tlet 6 j I m a ,/2 m rig X 1n. Fswa m 1Re1ER a• X rh' - f.i1tl ialp sAb 1/1' 1 L 1 1 f � } I i I i t I vm.1 1/4' 4O• x $/rP LOW TWA$S flul"eNi WI 1/.4's-3W2' S 4 us, 0 S 1/4' QC. FOR 1w4EL. LKMOTrrS ur TO VC, AND s f/4' O;a P6R LENGMS UP TO W-0. m- OR /t4-10 FAIR Wlt FEMME b OR PhNEtWIt PLUS a 12 1/2` M C. WON 1 1/2" ,An, TIALAMED PErETNATIDM AT MOYIEYFi OF E%ERM WOOD PLATE MR Ail. Loam UP TO d`_r m_ 1. INSTALLATIONS ARE ONLY VALID FOR BUILDING$ WFIH A.S.O. DESIGN LOADS UP TO +55,5, -72LO PSF AND PANEL`S LENGTH UP 10 W-B', 2. FOR NEW WOOD FRAME CONSTRUCT": WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF OL55 DR EQUAL MOUNTINGS CAN BE Y WAY TO SUIT ANY STERTS 0 EVET OVERL/ W 1 2` PRE s/ai4MM. 3' 1En. CAS9 S) (9-CE UvrA M AEA. TOPCOAT ff TAP-G tNK-N PN47EiiTC iEMrlt A PN6LWTE PLOT ARUCARLE TO TO. WkI ETK TP 7O 6CkiCRE1S T4 s+ %i. TO 70 '. OE5Cs1 plimm COONS It it mcom 1 RIYir. Lomm ti (TA) RnVaO' am WaKV1 EGA.% apt. OF TON 6" N/A N/A N/A 6' NIA 6' k/A 9' / A i & 2 (TOP) 5S.Z -720 6" 7' 9" 9- S•. 9- 9' 9- : 9• 9' , (BOTTOM) V-O" OR LESS 6' NA f NA f N/A / B' NA 5' A N/ $' NA f T 2 & (TOP) +sSO ^72 a 9" 5` -- 9" 6' R` 1 7 iI2` e' 9' 9' 8'.. 1 (BO1TCM!). $ � TO it^ +SS:O-72.D,,.. 6 NIA N/A N/A 6' N/A 6'.. N/A 6' NfA T t '� trOP) MO Am PRFESURE , im".' 0 5/A' Mn. fm TDP or Nip* FIWE E tSRTS a r Art IIm TOP OF NOto SEOT1aN.eI QOEM :Of THEM MATOMUM. PAi#EI. LENON4 'L" (Yt.j. T 1 '• i am am +49,2 -01.5 3 `mom-.... 3' 4 ,f2' t 4.;tf2' 2 (BOTTOM) 7'-a' OR LESS.. +524 -0.0 3' < S' 4" 4- 2 (BOTTOM) ' i"-6" OR LESS •455.0 -12.D 2 T/2' 2 1/2' 4` I 3 1I2' 2 (BOTTOM) 7'-6- OR LESS +S5„a -72.a 3 i/z' I.... 2 1/2" NfA WA 2 (90TTOW 7`-6" TD $'-0" +55.- - .0 a 72 N/ f 3' 3" 2 (BOTTOM r 7' 6 O 6-•6 4 AS PER 5WnCWS I THRU ID, ON S4IMM 4. 5 & 6) MAI1FAAt MOM SPACING FOR ILA - A T/2' w A.S.00, DESIGN TWOOK F-GNP "s-of PALMATE fames r0 PA+ELum PUTS SOW '.ET APPLOVILE To SEC t JMXA M PANE: PRESSURE tpdwF•) TOTO TO CONCRETE! CONCRETE 6SACkBLOCK USkCRETE TO CDLrCNE1E 1O CtlNCRL7E 1eAtM T9 KNEE TO CONCRETE BLOCK TO'C CONCRETE 10 CONCREM OL9CK TO CONCRETE to... CaNCRErE BLpfAt ANY Of Ties LVION 'L' pL) $" N/A VN//A NIA 6" N/A 6". N/A a" NIA N/A N/A t (LISP) 6' 4" N/A 6" a• 6 $ r N/A N/A I (BOTTOM) E"N/A N/A 6' N/A 6" N/A G' NIA N/A N/A 2 (TOP) 6' NWA N/A N/A B' N/A 5" N/A 5" N/A N/A N/A 2 (BOTTOM) 55.% -72-0 6' N/A N/A N/A 6' N/A $' N/A 6' N/A N/A N/A 3 Ar 4 (TOP) >7"-5- TO 6'-6' OR UESS 6` 4" N/A NfA 6' 6" Ir a" 6" a' N/A N/A ... 3 (BOTTOM). 6` N/A N/A N/A 6' NIA e NfA 6".. NIA, N/A N/A. 7 j'R) /A NIA G, 6•. tr 61 6" -6"..-. N/A N/A 4 & 7 (BOTTOM) N/A N/A 12 1%2' 6 1/#" 12 ,f2' 6 1/4" 6 1/4- a 1/4' 6 III` 6 1/4' NfA N/A 5 (TOP/`BMOM) 60.0, _53.3 N/A N/A 12 1/2' 6 1/4' 12 1/2` 6 1/4' 6 1/4' 6 1/4' a 1/4- a ye N/A NIA 6 (TOP/BOTTOM) '-6" TO ll'-2' 55.0, -72-0 N/A N/A 6 1/4' -NIA NIA 6 1/4- N/A 6 1/4" 6 1/4- 6 1/4" 6 Iµ" N/A N/A. 6 (TOP/HQTIOM) 8°-6' TO.. 11'-2'. N/A. NIA N/A WA N/A N/A N/A 6 T/4" 6 1/4- 6 1/4` 6 1/4' 6. 9, 10 (TOP) 43.6. -46,0 6' 4" N/A N/A NIA N/A N/A N/A 6" a' a 1/4' a 1/4" a (BOTTOM) OR LESS a. 4" -..NfA ..NfA N/A N/A N/A N/A N/A N/A, 6- 6" 6 1/4' 6 1/+' - 9 (80TTOM) 12'-4' OR LESS NfA N/A N/A NIA. NfA NfA 6 I/r 6 1/4' 6 Ile 6 1/4" 10 (BOT1OMj. SEE W ,0. IT ANO 12 FEW ANCHORS TYPE & SPACM FOR 1R IAUARM Vat WOW T NAL1400, MWWIM ANCHC)R SPACAH0.R AW UNION DISTANCE ARE 0001001AD ON TNB SCHEDULE: MR COD LESS IMAM V40Nfw ON SCFMAP REGUC£ ANCHOR SwWG BY ANR.TiPLYING $PJOF4O SHOWN SIN S'C wwa of THE f=00Ik0 FACTORS. FOR VMS OPEATXX TO BE. POSSIBLE. REIN M SPACTWI ORTAIT O USM FACTOR S194U. NOT RE LEER TiM MANAIR SW , INDICATED FOR EACH ANCHOR TYPE AT AMP1 M tOGENO111001100 .. ... TYPE 1/4e 1/4.e 1/40e.. 1/4"P r/4'P 1/4'e TAiR:01r S:F TIP -tom To Cklf'iM AcUs-leT 0, MOM 2PW.'N2... ) 8. 3 m 3 2 1/2 a IIANNH Luw.a W.A 9A) X 5 X r/2 X 1/2 : 4 3 1/2 AC,aFf, C4 dIOWCR) F AQ T 0 R m' 1 w ,Lao' - rm . - a i 50 - tw N N � Cu a -E-r U a) 0L O CU C Q cu O IZ N © O L_CDL O W O -0 E Q .Ln cn CD L Q,i �L\ cn 0 ii U) Q Ly a z w J - INTO Exl�i`I.N. WM SIR� RE 1y71{ II. /16h1iD4PA f. ijE J 3 3� 1 E ia4' ME&A E PLUS i) • i 6 10 P NE Wf PLUS q �$ j } S� ii 'i LILTt6' i` Tt PENESpATWM1i T9 i ICEa PET NITKSN R1 Wt}Oa Tf 60 4 ,RATIO# nl 1 15. 1 A t Ext51'11G WQOD,.NP.ADER EXIST1NO WOOD HEADER 04SW40 WOAD MEAGER 1! • • i L to DO EEO , 1 r I T/An °• ! ; t• VARY Snx,,e wDaa N�� z`" � , r e i/r � s wooa H�E� F � �'� � a r✓4• a� i �, � z I m.� � eu •sa ,+ 0 o, loss HEADER 0 r�2 SHEET a FOR 1w To dAiti` 4 { g . i tlUSS" ' t y g"" AllSCALE 3f6T` SCALE 3fb.T' AUESum__w.. ._.....--.. + ,_. _..__-.-.. r __.._- A. •y O �_ MaPc. PA77EP. LEFR,"i'H -`" Muw PANEL EET1GTIi Z`f�a-- Mm:, PMRY 9f34GT1I N .> 's-Rmei' 4- r tSiE NaTe ,) .. ii,.-cr'$ (SEE Nam i) 1j.Y-•m%t•'S,S. I t5£E ra1E i) q/ O �M/N5.2W/ 7/sa i sr/sa.�w,+ a i f us. NO' �Pa _�T I 3• -� G{a � C.i .. t.._..... e i & { CD ti t V TO p i OF 2' i { 1 Ea �_„ I , ' ! ; ' S1imI , � = , ; OF �:" , E0 I s s ,r i 11Uxx ; MAX E •, r I I t i .tle'4n2,. ''t- j £ s, ws. w/ i i y •S µ.•`"r SHUT wASkeEn "' $., PV3K ,'`.... .✓' ..; (r` arY FRro a N. • , s 12 T/2' ac,ir Ir �( ,s 'Naar PWE � � �..)I 1N'aaaa. � 4,d4•tk. � _ ,` _.,�.:. _ r CD 4*0 LAG SCREWS. L 2RMARE6 € I 14-10 PAAIF.LMATE PLaS i is ('_ NEOU� '� E t I I PQWt£fTR�ATtW AA, ALTERNATIVE, 3W AL NATIVE 4W s 6 1 1 o,c, W/ s s/a yip g T. � p3 � ! j 4OALE 3/6+1' �S.E 3/A�," {{ ! i WNYf4 D�f�P;h1TE •. � q (�..;. - ° 1 4'! i!E .SDREwb i MICIMIDTH O: PlA7E t-,• i t s ! ®'W/SHUTTER ky ` ' `.. Ai taplPoOTk OF PULE NOTE ; S9 " T. SahiN F' ALI31GLE 3/awT' INSTALLATION -.. SCALE 3jS�1• 9ritE $,/8�i' 1. WSTALLAT`IONS FOR ALTERNILTNES SW SW & IOW ONLY VAIN FOR LiAtiTi,MTn l LENGTHWITH S. UP OESIO 4LOWS UP TO +43.$, -:8.0 P.11A. ANDPANEti�A r � jj�4iy� 2. FOR NEW WOOD FRAME CONSTRUCT DN: WOOD MEMBERS TO 6E SOUTHERN•. FLORlOA BUIWING CODE IRE h oleo U t tons Zone) PINE NCR W SPECIFIC DENSITY' OF 0.55 OR EQUAL. `s 1�' ti FLORIDA BUILDING GODS N7 h Vslao N FFI9ona tons V N NQ 2n 2 I M rim mzECu, 2M 20 GAGE Cu1LYANIZED STEEL STORM PANEL Fs, Nmr FBI TIOF raC1ION#a, NO. $ i1 s - Tesaa n c 20 GAGE GALVANlZEO STEEL STORM PANEL rs. DIRT Rrs flF ; 4F -s tta a sY �-�+_-0. � ITS, I. . o"W"mtF TOR & BOTTOM MOUNTINGS CAN BE 11 L t C 0 !M C. EitOBIU PROTECTION PRODUCTS, I.M. 5 5T iE �e GLOBAL PROTECTION PRODUCTS, LLC. 6u WOWED IN ANY WAY TO SUIT ANY IL C C O 11aC. 48m S.W. Sr STMFf i • n ,•A•v ._... ~-•. 4W &W. 5r STREET A OOMP4kIT DAME. n. Xaar4 INSTALLATIOt4. ,tiy i :••.• All ( ,..."% t ANY 1w+n; PL Xasw ,......... Glw XeA w: aw m em W444WIaw. n AN fva*L, not) 4-70% TAX, tF$17m 14m 20-176 ry +tE " '" ' jl row aw ae aCe, amia:awCaw, n sFla mom OTHA- O5 PAvr ti5#70.aF-win #Ia-Iaa . I.: tWa m_ewr aelerir a. >panen Nr: AAA Si j{L -low 0-176 . I. ,oat m-+m, o: h �.,.. ?ve"m ,We r xwew4r r. ew a. a2amC' °0°A7rF4.. PE ae 1 s ;SIFT r, # 2atJ #HiMA E :ATE ruwmE A TO R!!fi JF.iY0I2� 2{ A, �a 1 I 1r'req. .44 aYma&N ASA RmMN 4.. PM10. i4iaRa P 1t4lwq ) 4RY4� { 0+ W sa$O. -no W-r 2 mti t#aOt120 sm Tow 1$ FOR victim TYPE t wxm Fm %Nm71YdAnow, we *am mum; HIRW'W. MVFWM AA T" VACI0100 AMT TW MW ON MIANCE AM 001CAIM ON TWS SONEOSFtE. E.O. LESS It" FCrOATEO 00 5CHEIMUt RAMC€ ANCiAR S BY LAATAI. SPACING SNQwr/ ON By ME FOU.AAMO FACTCIL IUR THB DA ON PO IE PO59&a; AIM4$CNWU REOUQA SPIT I D AMCW rTYPE AT AMC RE CIT O. iEa++ THAN IFMLRaT SPAGIIG THWI 14 IIONURFO FOR TiMr1 ANCHOR TYPE AT ANC4KRlS t.E8g1#f. loom TFPt _ �F M. 1/4'e iT/+w � ' I, TAPrpN 1X 1IP-0NP � t a"R lK. iaA AmaOR viam 00 } a. 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W OD 5DU"RoW R FOR MEw wC411 FFA.>E WWD MPI@ERS To �r 'fiO , OJT' -- . 'r •,•• fy "..- r.rre>vGiwrr t fir► /� IL. G Li V LNG. GLOBAL TROT€CTION PR4QIIGTSI U 4, #$9O S.w 61 siREET ar/2F/m7a R PILE IT St BEE ✓ 1Y OF O,6S Mi FOWL ttil' y.+ yi 1 . �r'�IIbtNH t COI. kTxr}r4 } AA wR.Ia+W. Iw m wWGaer. h Xma41 Pe. Ala MIaFIE: roa4a9�-a54e; FAre tFm4k$5'-4»7 2D-176 x tw91 -red . M.e (%Nq m.1r51 CA-MO$7TF- 4w: rweeaa . Ae.rr� xw ➢w51ANG NC PA Wd1.TER A iNiii N` P.E. 1 .11 Lu Q z z Q 1.L SHEET NO. SH 1.1, ~L ' SECTION A -A SOME 3/165-,' MAX TMUM A.S.D. DESIGN PRESSURE Max, PAN LE EL LENGTH N L MINIMUM SEPARATION PANEL RATING (R'.S.T:,) E (SEE SECT1OhIS) TO CLASS CONDITION COND t7N +55.0, -72.0 8'-8. 2 3/4" UNBOLTED 19Q EXISTING W-QQQ STRUCTURES h _ , I�AaER "EwE>t �� P � A, �,• � S+ ..., Tf4 m TAPORN i 6` O:G. T Kh TAPCON i e O.C. T +'m 7APCfmH a.. B' O-C -.. ,. # 4'm TAPCON a 6' O:a y7 1/:*: M THREADED P aW 5 ! YIN, 1#flREAbm 4 . 1 i 2* INN- 7NNF.NJE4? TN 1. 8 a'` HEADER TKki AT WOOD . A;! 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It f wA�ETL. (6E+ON0) ! 1 � r �. t ,r r { L 4 m TAFCfAt ! T;' OC, 14'm TAPCON W 6* G,G. \ + i ? 1 } :- t K'A TAPC4N IR a':a,C, a .' f •( v S( c - AOGFAED-Wl 6ND) i .-'y t l! :AOOERF.O W/ ) l A t WAT j i 3 i % STUO) E } l: P M}pY1OISH e Fn t 1 I'<: w I t ?' Mel- THE ; I M 9 1 2` MRi, fl iAP3ECa +r"'E q 1 OF t S OF PLATETTON AT NNOMOTH OF A+AtE N AT MIDWIDTI+' {.,� I * YAiO4 F&l1TE a` WOOS PIAtE tiD i.®.... v...,..pp_.��_.-�y....- PLATE ^ wAaO PLATEIRED _..... SCALE 3/C-1RREGULAR.. WALL Fi!i>'` an6L7Eno Hffl 8 RE(tULAR PANEL 4 LEE SCALE 3jB =i" lit SCALE 3jr-I' SCALE 3%6'oy` TIf�"�fC. R I. INSTALLATIONS ARE ONLY VALID FOR B4ut,DN" WAN A.S.D.. DESIGN WA45 i•' V' t. - FLORIDAFLCRIDA BUILDING CODE }It . Ytac! Nuft'ICan9 Otkd/ UP TO +55:5, -4zo PSIF AHD PANELS LENGTH UP TO B'-n. � NO A 20 GAGE GALVANIZED STEEL STORM PANEL f ° 2. MR MEN WOOD FRAME CONSTRUCTION, WOOD MEMBERS 70 BE SOUTHERN dte PINE NO. 4 Wf SPECIFIC DEWXY OF a55 OR MUAL. *,' ., �^ � --• nxewww RODUCM +� �. C �i awr. 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ALLOY I x1((% DSS (T ) z5D' ro y1R;a` oc A1.0 ".% ( N1).44i87 FLORIDA BUILDMIGG CODE HI h Velocity HurrIcane Zone �aao- m Eca a PStl ATE PANEL OF ,'Qr 2D GAGE GALVANIZED STEEL STORM " .%., 3 Max. ORION ft � �a • QTatti mfafsa2o 7 " *( tru AN ac <, Si ' `" MOW PROTECTION PRODUCT$, LLC. � Ai;�. 8 P BAR 1 F NA L e, sal. S, stutT tT LONG 20-176 .,(+a+)�-T FtWw-/4M4lee+-mm7 6063-TS AKurm. ALLOY +ww , tmR rn.nm .,w , tI06j u,_,Arl s P.0 ck boars riarrw +wnwrvw nrt wALT€R A. TauT Ar P.E. e; + TT1wEi 22 at ffi R 4" TAPCON ANCHORS 4" TAPCOAI ANCHORS t 4` TAPCM ANCHORS 114• TAPCON ANCHORS ( NaaETEll' POUR£O i , 1. CONGINTE 6If BLOCK REQUIRED OLD" pecum BLOCK Mumm MAW mAma, 4 /4' T 1/4' ;1/4 4 f t EO! a.�......_. FJSJ+ ! 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Wj SPECIFIC DENSITY :OF OJt,Sa OR EOLI41- � UN G INSi LJ!dY1QN y SCM.F 3/e'ti' c, na,n+ our n,e,n neu•r t u 3'/24 (SEE Nmc 2 suo+9 1' 24 4" /24 ; 'wf OR w/o Q, 0 (SEE Pie 2:mlot 2'/24 P t' 24 5 b CsEE NOTE a Bum ft4xl" SJt.S. / /. S' Mox. :' 4 Aq P*�,pD, d OICN FOR COfKALTC ANGpRB: SLT _ t' Mtn. GM+CFKiE AXCIIdW Art?.! a' m.. ".......(SEE scmem E aN ShRE7 d1 5%24W 24 +,Thu AT ' tort• ID OF DID OF Pi £ i q r mill r I I sD & •s<a Sr.�-PANEL) (eifETNMePAtlE17 (HMCfiflN P.YAD,p 6R.E: NOTE +.. K kBAT6lNatt RA141.) (d1D P+NEL) i MITE 2. 3. # @FAaw' j I � � J. BFT.QM ( � j f ' *.rEE tiOtE K pp } I b 1 W. f P K' WzS. Wf $PAW ! . (*4iMswf E AP 4Q X "L sosti' THT "Ti T1949ml Uff NPQ a.. „,FMIEEMgE {TYF) 1 SEE NOTE s !f _.. FOR .TC A,�fTOR& $.E 'DItOw ism wm 3 � D' 12*---)----r-- (M°tEiNµTE LOGnGt+ SdA7}Ut�E hT I. - �M'TAyyI E9� PANQS) SEQRONS ooN+ SD"2-6 :�•••--,-13• IITERICN PMKf,3 9q,,, sue, t T/3•S 3 LW ON ® W/ OR VO& ( 75 m BTLOk Q LAST PANEfi;, TO &� WSTAU,ID AT TIACN amEIPI+G EtM11 AL1wAYS EE PNOVYS£DAT Wco H O'D%NC M,AAOS !i£ PEED Wd APt,R t41NOLE 7O PAOIintTE R7i1'ALtAT Io RFAI NAmCu, TO FACILITATE' k+6TALLA F 7NTENOEO Ta b+sTAUFO FROM .., IF NtTfNCEO TO B£ R75TM1EO FROM +. : N(WDE OF STRUCTURE, RHSHOE �' BtRM.Rt1 . Ede, Sf32 - , 1fK' Mat, LYP T/4• M: k. OAP Tf4' Ymr.: IM yf4' Hex, DAP--1�.. S 590ON B-BB Rf # M4SJ�Ta•I ��:� - SCMTF ajas.' - i• WL , E - 2 NANO STOW PANEL SYSTEM CONSISTING OF. PANEL . + (Onl` AAT TOP & P MATE PLUS OR 15' LONG (T). I7EFINRTDN OF 5 55 2DDa; E - 2 low SLOP PAOT Bt"tTE.M CANS QF PAttEt + BOTTOM W/ NE Cant. TRACKS TOP &BOTTOM. RUC (2). END PANELS SHALL ALWAYS BE CONNECTEwp TO SU WALL RY MEANS OF PAtff1.WATES OR', it USE(? 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A TSTOPTOM TRA (4}, FOR R#SiWATIONS 041M END PANEL55 AND SOME RW40R PANELS ARE DIREGR,Y k5 ONLY USED AT ,o�p} AT LEAST TiYD PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXtSTITD rultl TtALL MEANS OF PANEi.AVI ONE B+ttERtOR PANEL USING SPECS MICATED ON NOTE (3) ABOVE. #N SUCH CASE, CONNECTKIN OF. PANEL MAT USED JDENTLY wI TRACK �AS BOTTOM ATT� BOTR)M TRACK TY! M;ALL TO BOTTOM TRACK MAY OCCUR AT AtIY PANEL LOCATION. W TWO PANELMAT1a FOLLOTNINO SHOWN ON EL£YATHON M!C W j ,,I�ti�y3 1 z'. (6D, SEE SECTION T', 3' #: a ON STHEET' 24, SEE ANCHOR SCHEDULE ON SHEET 25. . ?DOE DISTANCE. FOR THIS HNTETBOR PANG. USED JD i.Y. WJ NOt M£EA TO TO CCt+6tECiED BY ANY M ,TRACK 2 514ALi WSTAA1F.tt �OYERLAP$ EN1REPiV7EDBY E +A`W1+M�+}N+Ntrr0" LEFT' k Rfdi SIDE 49F ER+OR PANEL) HAVE rt✓$ TtiEYR CEJI r` �' ' A a FLORiOA BUILDING CODE h Velool HurTtcano Zone) N0. 4 167 _ n TTao moe 20 GAGE GALVANIZED STEEL STORM PANEL sDeep n •' SLAT OF E I�s. GLOBAL PROTECTION ODUCTS, LLC. oTfx#fNNo Tit It tOWAW ( 20•-176 ��+e��il Kt*' 1�p .> #w 8+w +r^. nm, nvmw n. s+w fM 1E ( {)af4-7'G+a. PA%i tt154 9-mrt _-mT � msroat �• a � aPRd+9 Me: ryAATt+t Nt�A E CAA�E4 Aa:.,. +m s1. w al!4+Ir+ tYk6.tBH A 8, P,E v, _ ♦ ., ,. t 2? aF F i 4 TAP£ON }�K* TMCOOT ANCHORS �it" O,C. 1J4. j4'' i T Nett to 5 � d +es W { i' w4P i i" dt f O GLASb + ,AwARIpG UASS s4ET fYt � t ' 1 q � SIX `w/s+.w �. i. 3 t ( �. �. M3RR a 1------"•^�fi } t 1 t I c I t F ! � " tK-ta. PANEiilAYE Plus W/ P�ELtfATE +4 us WI a �je*m „ Sfax* YAr� NUT wrs+lEte %e'.. afaz we+a NVT wAsr¢R a TI 114" G.G, (1#YCND) t REOUIREO ti£OINR£O WALJL iiOUNTINO sNSTALLI►TION Y1IhI,I.. MOU IbLLSTISIN � SA SCALE afi"-t' +a++++N+N++MN SCALE 3j6•,,1• � htD, 44I67 FLORIDA Bl1TLDINC CODE !b' h Ym1aa Hurricane Zone 20 GAGE GALVANIZED STEEL: STORM PANEL OHurP, Br: S d a, ( mf�/aasm . ,e• ORi BAT. Pao: PROOIR:TS TECTION + LLC. 4ruA (3i�AL seas eaL ei BtlwEr u+IN+++ttt+ sx Sew. w. � wweA Rttmmd. n AnAf tta+,E, {az+7s a ' fse+3�^6�sa 20-176 �a(aMT xn-,Aa+.w:Om34nwsnMwwAle +w A1NMNa tta . P,E. N+tUAE/LY+TE aA-twOs7tm .. _ iW4TSR A YYTTY .t. PJE. A Tlflle+ i4 0i 54ACCORDANCE SEE SHEET ie d � FOR M16}f6R5 TAP£ k. TiAn➢I+ 9PAfTT+O PoR INSTALLATIONS INTO WOOD tTMY£ MIXDHMO FOaEOTEYAtW� mt Olt +W+ MtaiaR sACAIa aas a a "metomu,u d+!!.3 A a a a TJ2 SpdptiA,E MR cD. >. i,wH N+axADEO ION .€ RSOITCE: ANCHOR 'FACP+R iW MDA,'T'm'LWNO SPACRW SHOWN oM � R,mweT car,M+ aver! QwJ - AaNL Sal iBRZ OIRh1EC? FAaA01S BYTNE FOtkOAt4B FAOT6R5. T'OR iTAe +mom 5R1CTNa HXN'NNEO rATAx+ FAGTaN soMLL MDT LESS T,4NI kWIMW SPACING w✓ocAiTtO FOR GAgP AiKA,mk TYPE ON TtEI ttCNIDittE sT f.. HD�S: YA'�� E,.2 HIIH(t 5'Fii PANEL c_ti�rGu. i. Ed2 1L4ND STORM PANEL SHOW ON THIS PRODIGY EVALUATION DOCUMENT {P.E D.} #tA5 BEEN V£RIFTED FOR COMPLIANCE IN WITH THE 2020 (7tA F.DRI(yN} OF THE FLORIDA BLNLMNG COOL: DESIGN YARD LOADS SHALE BE AS PER SECTOR T620 C€ rHE ABOVE MENTIONED CODE: FAR A WIND SPEED AS AS A£OUR§ED BY THE JURMaDIGTW+i WHERE TitES£ Sittfi£RS WILL1$ §NSTALLED AND FOR A. DIRER:TWA'WJri' FACTOR Kd-D:&9. USING ASCE 7-16 AND SHALL tKQT EICEEO YHE MAX}+AUM {AS.D.} DESIGN RATINGS tNOKTRTED ON SHEETS 25 26. N4 ORDER TO VERIFY THE ABOVE CtN+DItiOi'4 UiTBdSTESNG+1'WIND LOADS PINED .PER ASCE i-tB rOCOMPARE THESE EDU9Y/MAK. (A.S:O} DESIGN PRESSURE f>A:tIFiGS INON;l4CED SttEETS 26 43 ORDER TO VERIFY THAT AND ANCHORS ON THIS P.E.D. AS. TESTED WERE NOT OVER STRESSED, A INCREASE IN ALLOWABLE STRESS FOR WINO 1.tMO:i WAS id(tL USED IN THEIR ANM.Y FASTENERS SPACING TO WOOD }L45 9ETy'N OETERA6ihTt R+ ACCORDANCE WTDt N,D.S° 2Ot5. St>~.RM PAXEL:S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE +415 BEEN VERIFIED Lit ACCORDANCE WITH SECTBY ION 1626 OF THE ABOVE AI£ft(TDNEO CODE AS PER FENESTRATNYN TESTING UBOWt1TTRY, INC. REPORT / 2032, A5 PROTOCOLS TiiS-2Gf, TAS-202 AND TAs-zD3. 2, 1i1fS SYSTEM tt4S BEEN DESIGNED TO BE INSTALLED, ON THE OUTSIDE OF Ttff OPENING ACCESSING Tot£ OPENING FROM 'RITE 6451OE W}O THE 4�£ OF A LARDER DR LI#'F, THSS APPJCATKR+ #S VALID WH�+t INSTM,tATKft,' p5 #NYENDED TD 6£ PERFORMED FROM THE tXSIW: STRUCTUtff. 3- SERIES LOCO INSTALLATION R5 APPLICABLE TO SINGLE AND IH7iT8iE RUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 4, SERIE52DDO D+ST'AtlATION 15 APPLK:ABL£ TO SMOL£ AND ODU91E HUNG AND HGRI2DXTAL SEfDERG STYLE WINDOWS: WHEN RLSi"Af°IATIO+t i6 REQUIRED, iO � PERFORMED FROM THE INSIDE OF STRUCTURE. 5. AIR. ALUMINUft EXTRUSIONS TO 8k63-76 ,StLGY ANp TEMPER. (UNLESS OTHERWISE NOTED] & ALL ALuMaeUM SHEET METAL USED AT CT.OSURES SMALL T+AVE. 3105-H14 AHOY, 7. ALL STEEL StWEt METAL PANELS SHALL HAVE S'iRUGRfNAI 041N.1iY STEEL, ASTM A-553 .GRAD£ SD MHn„ GALVANIZED STEEL DESMNATm}N w}Fy- 56.6 ks+ iAF{fR ROLLED). & ALL SIRENS TO BE STAINLESS STEEL SDK OR 316 MSt SERIES OR CORROSION RESISTANT COATED WiEX7N 5IETC. A'3 PER Iypj SHXHT6 W STt IAI STRENGTH AND 90 kNi TENSILE STRENGTH 4 SHALL COMPLY W FLORIDA BUILDING CODE SECTION 2411.31.4, . f YI£T.1k S1Rt:N L B. 6ilLr5 TO BE AS1M. A-307 OAL.VAN12ED STEEL. OR AHST 304 SLICES STAINLESS STEEL, WITH 36 kai MNt¢MUk YtQ# 5YR£+rritt. tO. ANCHORS TO WALL SHALT BE AS. FDCLAWS: (A) iO E31['ITe�-` PDLNiCO C - 1f4 m TAPCON ANCHORS AS MANUFAGTTIRED 9i` tr,W. BTlIUYE:{, 6K'. (MIN, fi°affiaTB2 P.e,Lj - 1j4" m % 7/6" CALK -DI AxGHORs, AS MANUFACTURED BY #XaYA1T INC (MIN. isg3d?OD p,m„i.) - /14-10 PANELMATE F'EMN.E ID d PANEL.kAtff' PLUS ANCHORS, AS MANUFACTURED ELGO CONSTRUCTION PRODUCTS. (Pa-335O P.m.L) Ai} MINWtTTY EMBEDMENT OF TAPG4AI ANCHORS INTO POURED CONMENTINED CRETE SMALL BE i 3/4" AND 2" !'vDR PANELMATE FEMALE ID & PANET.MATE PLUS. A2) MWIM17M fMBEOME)+1' OF T j4`m % 7/6" Cu4t.K_{Iy ANCHORS SHALL 8E IS 7/9" INTO CDNGREI£, NO EMBEDMENT INTO ANY FINISH MATERIAL SNM.L >� PETaWLTEO. 1/4' m^-24 SS ShcJE4MN.K BOLTS LDS£O SMALL BE t-ONG £NOUGN(ShOULD ANY FINISH MATFINM. EXIST] TO ENGAGE 3f4' TNTO ANCHORS. h3) IN CASE THAT PRECAST' STONE. PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXiSTtNO YAu,i. OR FLOOR, ANC+iaes SHALL BE LONG ENOUGIT 10 REACH THE tAMPt-STRDC'tURE $?HIND SUCii PANELS. ANCHORAGE SHALL BE AS eK AA) AND qd A2). (Bj TD ,E€rF B+Dc°� WA I - - 1/4" m 7APCON ANCHORS AS MANUFACTURED BY tTW, BUILO£7k, INC. - ijK* m X 7/8' GMaG-TN ANCHORS, AS MM'UFACTUR£D BY DEWALT INC. (T'm-iSaD P.N.i,) - 814-16 PANELiA4T'E FEMALE 10 AND PAtRJ:M4T£ PLUS ANCHORS, A5MMtVFACTUREd BY £LCO GCNSTRtCTON PRODUCTS (t`rrt 3071 p.m3.) CONCRETE IN THIS IT. AND B,!) MINIMUM EMBEDMENT OF TAPCON ANCHORS Ai0.Tt PANELMATE FEMALE ID d PANEt.MATE PLUS INTO CONCRETE Btt3GK BE BE CONTACT CONDITIONS BE THE THIS BASED ON GOES 90.+TJ. BE T tjK.r 812) MRUMUY DF Tj4'e X 7f$" CAL++-B+ ANCHORS SHAH Is ]/(+" INTO . NO EM6EDhtENT' Itfl'a ANY' flNISH TAAtERT+d_ S+oAkL � P£RMt1TED. 114' 0-20 5S +IAVE BOLTS TRSEit SHALL 6E LONG EFKIhKSt(SHOULO ANY FltUSti YAii7+TAL EXIST) TO ENGAGE 3f#" 9NiO ANCHORS. IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANET:d FOUND Qtt THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUDH TO REACT Tiff MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE 6+NAU.. BE AS kR:NTiU)+ED IN 6.7} AND It 8,2}. (C) ANCTWRS SHALL BE INSTAtIED FOLLOWING ALL OF THE RECOMMENDATIONS MO SPECIFICAT40N4 OF THE ANCHOR`S MANUFACT(IRER. - ii. IT S+Wi BE THE RESPANSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE S+KT'.TER 1S TO BE ATTACHED TO #NSiiRE PROPER ANCtIDRAC,E. iTTFS SHUT" SHALL ONLY � ATTACHED TO CONCRETE,. Bt�K OR WOOD FRAME BUILDINGS, i2. Tii# SNSTALAATTGN CONTRACTOR DI ro S£ALfCAULx ALL SHli1TER COMPC,NT3Kt ET)GES W)iKkT REAWN I4 CONTINUOUS ` WITH THE BUILDING TO PREVENT WHFt01RMN #NTRU9POPH,. CAULK AND .SEA.. SHUTTER TRACKS ALL. AROUND FULL F3, STORM PANEL NtSTA31ATTON SHALL COMPLY WDH SPECS I{DLCA+TEO OFUYf+G PLUS ANY Ht4B.OTttG AND ZONIND REDULAnDT+S PROVIDED BY THE dURT51NCTIDN Wo#FTtE. PERMIT fS APPUEO TO. 10.. A'fRN1M WINDOWS AND ODORS, 3AIG° E - 2 HANG STORM PANEL SY5TI2M°i IS PA3ENT PQilWB. TS. (a) THIS PRODUCT EYM UA7iON LIOCUMENT (P.E.D.) PREPARED BY 'fN15 ENGINEER i5 GEPIEAIP. A1� DOES NOT P1ADE INFORMATION FOR ASTTE SPECiFPC PROTECT; i.e: WHERE THE. SITE 0Ei4ATE FROM THE P.ED. (e) P��c�TTas RESPONSIBLE°�4 PRrretDE�Dt�E� TRCHASE MDL�wtTT€ M TrcDGnSWETY �s o ON THIS DOCUMENT, CONSTRUCTION SAFETY AT GitE � THE CONTRACTOR'S R£SP . (R} THIS PRODItCY £VALUATION DT}GtAAETKT' WILL BE DON5tDERED Rh/AUD � MCDHFTE'D. (d) SfTE SPECIFIC PROJECTS SMALL � PREPARED BY A FLOR eILA } ENGINEER E(�49I3iEO ENGINEEOR R ARCHITECT WHICH TAllt BECOME THE ENGTTffER OF R£C(XTo (E.O.R} FOR "LIRE PROJECT AND WHO WILL 8E RESPONSIBLE FOR Tiff PROPER StlJi'Nt�TTy£THIS DIATTER THE SIZE SPEC F'iCDRAWING AF4H EOAGM . ENt,YH1�R TO THE P.ED. ENtRNEER, THIS SW.L (+) RECORD THAT Trvlr PREPARED ORI,INAl, SEAL AND SIGNATURE OF 1HE. PROFESSIONAL ENGINEER OF 96. STORM PANEL MAttUFAG7 •5 E+6k1£1.. BE LOCATED A Y T P t URER SHALL ON READILY VISIBLE LOCATION A STORM PANEL N ACCORDANCE WITH SECTION 1700;9-3 � FLORIDA 6WLDNd4 GODS, ONE LABEL SHALL HE PLACED FOR EVERY OPENING: tJAB£16HO ro COMPLY WITH SECTION 1705.9.2OF THE FLORIDA BUILDING GODS `sx i i w_� R hG4:CRLAY !• _ 1' IBIF Mt f/sti-ZKKdf4' EO. EO T j' � .l 1 WAY! #e�!L+ atREj'� ±lOL1NiiNf� rNST. WET! iItOUNT'INTi INST. + t SCALE a T• s*.AxE 3f6.1^ � tm I ttr* 4 � �Ar� trda. au°t � z 4 aY PVAti.. £ '� :. AEaBUMai Tni ON sxar sa. IIE1'AIL 1 t& .Eire sGAti:Tj3' - 7` gas aN Aftl L._1 0 BE I& ANY I 4�wYTENTP,OA: CwIGRt2� AL5 to .._. U o 2 SHEET N0. SH 1.2. ___ ___ - ___ ___ _____ - . I I -4--i a) (2) _c_- cf) -ca a) .O..' _0 > = 0 a) 0 A.-, =3 . L_ C= 0 - I - a) CL o 2 a) 0- INSTALLATIO"ETAILS FOR SERIE5 2090 1000__E-Z HAL49 SIQRM EAMEL(l) MM& NO= C cu -0 M . . INIQ EXON WOQQ STARWUM �1�110;9��A��!I DMOM (C) . . cn (3) - 1� , I �� . MENT (P.LD.) HAS SEW VMKO FOR COMPLIANCE IN ACCORDANCE On, ASIMANUFACTURED BY J,TA# SUILDEX, W, 0) T5 _�!& _4__# MAXIMUM "D, DESIGN PRESSURE RATING (g.m.f.) AM - - I I; """ � ' ? 7 WITH THE 202G (7th EDITION) OF THE FUOMI)k BUILDING =. THIS STORM PANEL 94AII HOT BE INSTALLED AT RICH - #14�10 PAAR1MA'TE FEMALE 0 AND PANE4WE PLUS'ANCHO". AS MANUFACTUQW BY ELCO CONSIRUCTSMI PROCUCM = =3 CO -co 'Fn '��' �1_1 I I I - ZZ '.' . VELOCITY HURRICANE ZONES (MM-DADE / SVOWARO COUNYMS), - 1/4'0 LAG SCREWS PER N.0,S, CORRESPOND]Kg MAXIMO PAN" LMM "L� SCHMILE " _'- _ 1.140 " , a �� REQUIRED W SVFM 0 OMON WIND LOADS SHAa RE OrMSMHrl) AS M SM'DON IWO OF INE ASO�t MENTIONED CODE FOR A BASIC WIND (1) -0 0 - I ,:Ie /4'# - 71leo . 5/8' WOOD BUSHING, AS DESTWOUTF0 BY ALI POINT SCRM SOLT & SPECIALTY = EDE SERU JQWa= "- HAHO STORM! PANrj, M J=M MAMMUM A.SA Wj" BLUM MMG 4R&fA) AMD Q8 m MAXIMUM � __' _' .�: �' � I RAT OR 6v Em I 11 t"'2 * *, THREW&D W11 J., SPEW AS RECIANED BY THE 4VIREDCTION WHERE STORM PANEL WILL BE 19SIALLM. AMC FOR A OWCDONNITY FACTOR -0 -0 SPACING WMALE FOR IMMU,MQNS IWO CONCRETE & 2CEJLQ9L_=C0Xp== A E M - Wa OWNWE ,,:f- ---- " � 4 *.L 1101*1IALS. _� TV EXISTING WOW WAM KID-0-85, USING ASCE 7-16 MO SHALL NO EXCEED THE St"IMLIM (A$.DJ DESIGN PRESSURE MITINGS, INDICATED ON SHEETS CA) MINIMUM THREADEI) PENEIRATION INTO WOW Of TAPCON ANCHORS 9W1 BE 1 1/2' MO 2' FOR ELGO PANWATE PLUS mm, - - - '. . . I \ t " � j ;& \ / * 3, 4 PM Q & 17. 18, AND FARMMALE FEMALE %). c 2 12 -= a) ONLY MR BM WALI 0 Ow4, 114.1- S.W& 11 / - �/"" rll"A.G, "IS, IN ORDER 10 VEMAY THE ABOVE COMMON, ULT044TE DESIGN WIND LOAM Off'OHMNED PER ASCE 7-16 SHA3. BE FIRST _ ?:: ) - - - 0 11 :W- PWI. DES" PRESSURE PAIINO BY MWILOPLINNOITHEM BY 0.6 N OHM TO COMPNHI� THESE W1 MAX, (AZ,M) C�2) MINIMUM 114RMM PENGIVATODN Of LAC SCREW, IWO THE WOW FRAME UNIT SKA" BE 1 1/2% NO TNRWW MINIMUM WTIOK PANEL APP t TO MAXIMUM \ 1.4 � I I "Im I A \ 4.. LAC Scam a u "'w/ , � 4 C-L V4�1 . r WHO RXIIHIS INDICATED ON SHEETS 3, 1 THRU 2 * 17. I& PENETRATON INTO STUCCO SHALL M CONS4DGRW AS PART Or THE KWRM THAWED PENEMHOIC = DI 4* v *4 ORDER 70 WJWY THAT ANCHORS ON THIS P.C.D. AS TESTED WERE MOT OVER STRESSED, A 339 INORME IN ALUOY"LE 0 LL ,M ks.0 ...... MOWN WHOM; SEACM IN L 0. . 3 -- Im - I APPILWARX TO � - + 11 i . sw or 0 TO OONOTION SECnOMS # & - -W& (�-= TAPDORS mxm PARMAIATE PEWLE 10 Amawm Purs ANY COMBOOMP(W MAX" PANEL /I Z I Ik i r =".M' "'I's . TO EXISIM *0170 Hmm 'I STRESS FOR 00 LOAM WAS = USED IN THEIR ANALYSIS, FASTENERS SPACING To WOOD HAS BMN DETERAINEO IN 0�3) MINIMUM VOGG DISTANCE OF LAC $M-WS. INTO WOW SHALL BE AS INDICATED IN THIS DRAwm = . - cu +GIILO� -75,3 7W OR LESS 2 9/te BOLTED . I., r, 3� -1-W "RES11'r To cmmm ITO DO"wit To cowmOr 70 w4cRm , """m IV � 0 00NOWIF 1.0 vq� of Imm � 'I , wm TA= 11%9,64tr ' , � A 'S _ EVAK, t,',-4 & ACCORDANCE WO N,O,S� 2010� C4) MINIMUM P&NETRAT01 OF WOOD BUSHING SHALL BE Ellr� 1/4� *-20 SCRONS UEED SAL BE I I/I' LONG MINIMUM cu 0 %+_ r* * 3"W' (P�&f') BLO Ek - _jwm_ BL= M I, Lowk v w r � I- I ) I STORM FANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VO4M IN ACCORDANCE WITH SECTION 160.1 �2 OF cu > - 12' . 3,(161 A- '70wo C.L 114.1, " . L I THE AW4 MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLORM REPORTS P$14�01-01 AND #0219,02-09, AS SHOULD MCCD EXISt, AND I' MINIMUM MR WALLS W" NO SIVOCO. U) 3.* '. 1. � c TAS-201 AND TAS-203 MMOLS, AM AS PER CALWATIONS PERFORMED IN ACCORDANCE W/ SECTION 104 OF THE CS) IN CAM THAT PRECAST STONE, OR Pn-,W CONCRETE PANELS. STUCCO 09 WOW BOARDS BE FOUND ON THE EXISTING +664. -75J 70, oft LESS 2 7A- 90ITED - IV & 4*W . MIA Ir N/A 12* N,'A 12' NIA I, a ;r (TOP) � �.'T EA END OF 0 PER SM 12-90 & ASTW E 330-02 STANDARDS, AND AMOWM TESTING LASIOUTH FLORIDA REPORT #112341-70AS PER - a) L_ III To* v* ** 4 wc v HEAM - . WALL, ANCHORS SHALL BE LOND ENOUGH TO REACH THE MAIN STRUCTURE 98HIN0 SUCH PANEM cn a) L_ -*--a & WMGNUr AT Q9MAP & 4011 OF PANM LENOTH )4- RE "RED 1. - � N c WIV. */24 & I FLORIDA SUILMO OOCE. ANCHORW SHALL BE AS MENTIONED IN C-1), O�2) & C�4) CL � PANEL - '. '. 1. 6. 1. 1. -_ I . _tm_'A - wto NE"m Reoumm I EXIMISIONS TO BE SDS,�-tg ALLOY AND TEMIPM (UNLESS WHORMSt NOTVO)� SEE W 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF TOE ftCOMMENDAlloNs AND sEscnamms op THE Amomm's wsmaTtam -F w -'0_ cc 0- * =/1464`4�ftl;�&S' M.BL 12* 12* - - � 1 --7- - I 2� ALL ALUMINUM SH cu _b_j N/A N/A N/A N/A MIA N/A 12 'A. - 2 IlIV &&, 1 _-�2&3/4- = - 11" - Ko"J" - I - ? = �= - - i 3, ALL ALUMINUM %W METAL USED AT CILOSLIRES SHALL RkW 3105-HIk ALLOY. & PANELS W ALSK) BE INSTALLED HORIZONTALLY FOLLOIWNC INSTALLATION DETAU V"N ON SECTION I THROUGH 0 �SHEM 4 �_ -0 . - U) < - -_ 70' OR LESS 61. v Is"El i N/A 1 a 1/2- 1 N/A 4 1/2' N/A 4 1/2' 14/A 2=' .'t. ;6�-0-1w"4. I" 7/4104/3z 4. ALL STEEL SHEET WIAL PANELS SHALL HAVE STRUCTURAIL WALOY STEEL ASN A-W WM 80 WNIMUM, 0-60 GALVANIZED - 7' � 10 UASS, THROUGH 6) EXCW THAT HEACCASO &% SHALL HOT or USED. _ 10 GLASS. %r tap-, 2 " . I I . STM MSIONARON W/PY- S2,2 W WTER RUIW)� 12* M/A . Wma A is '." rom *VEALAP I - 2 W. I � 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE' STRUCTURE WHERE SHUTTER 15 TO BE Ir MIA 9 I/2' N/A 9 1/2 N/A �' c"m WIALAP a - I . - TOM I ATTArKED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, SIM OR WOW FRAME le 2' .1-1 i � -----,.I I / I/4*-2W,e4" - yj-#-w41*- 1 5. ALL SM010 BE STAINLESS STV�]L 304 OR 316 AISI BERES OR CORROSION AtZETANT COMM CARBON STEEL AS PER DIN SUILDIMM N/A /A , � .Be" WDIS W1 So ksi VaD STRENGTH AND 00 W TtNSGJE STRENGTH AMC $SALL COMPLY W/ FLORIDA BUILDING CODE $WON I I - (I-)- I - - --- -2=' ,9- U41"p-W! � I 6 2411,3,3* 10 EACH REGULAR STORM PANEL WITH 1,06T4S OVER W, AS PER SECTIONS 1, 2, 'I, 5, 6 AND ALTERNAT04S Ill, SW & *W ON I- I ./. I ....... !L I I = �= - I".. I . . 6. 1 12' 1 . I/2' 1 !r ". � _ _ To 0ASS1 Ewvw OkIRLAP a V'm SHEETS 4, !I, 6 & 7 R NSTRUOTING VINT 12 I 11, A, 7'm ) i avoup ,=�� =01_=ftn��Klkr I OWNER OR TV TO - � I " I --ON _� _j I 11 1. - i 6. SOLIS TO BE ASTM A-307 GALoAMIZED STM OR AJS _304 SERIES STAINIJ:$S STEEL, VM 39 Nsi MINIMUM YIELD STRENGTH, SECURE PANELS WITH WARNING. - 7� ANCHORS TO WALL SH4UL BE AS FOLLOWS,. 11. THE INSTALLATION CONTRACTOR IS H) SEk/CAM.K ALL SHUTTER COMPONENT EDGM W4tH REMAIN IN CONTINUOUS CONTACT WF4 , � q I - - __�Iiil I I IME BUILDING TO PRV&NT WIMD/" INIRUSIOW * UMMED TO 6" PAI. A.S,O. DESIGN PRESSURE RATHIG, _J'_ - f I I 11 I rllr� I WtK ;� I . . � (A) TQ_QURb9_EQAM_%ftQIM' 41IM SHMET 26 FOR MWHORS TIPE A SPACM FOR 9WA"" INTO w= + REQUIRES Mm� DISTANCE BEIIIEEM BOTTOM OF PARELI 1/1. I � I " :1 1, -i i I - § e Is - 1/4�-O TAPCON ANCHORS AS MANUFACTURW BY I.T0. 8UILOEX. INC, (M.'�, f'-3192 P.A.) 12. STOMA PANEL WEIALLAITON SIVa COMPLY WITH SPECS INUMATED IN THIS MWM PLUS ANY RUIlLUNS AND ZONNG REGULATIONS a FRAME 0AIDIM01 me (b To at- lIr I ? 1-1111-1 I - i - 1/4* 0 % I/$' CAILK-M, ANCHM. AS MANUFACTURED BY OEWALT 04C� PRWOED BY THE ARSOYCION WHERK PSRW IS APPLUED IQ, MWO MOM SWINGS NO W&UM MM DISIANDE ARE NWATED ON INS MIA, J 0 - - , If :� I SCHMAX FOR M LESS 11" INIEWED ON SWIM" AMCE ANCHN SWCW I'� I - I 3 C-C I - 1/4*0 - 3/4' SOUD-SCt ANCHORS, As OWMIEUTED BY ALL PONT SCREW. BULTA, SPEWLTY = I!$, (a) THIS PMWCT rVALUAMON DOCUMENT (P,F_o.) PROPARIZI SY THIS ENGINEER 4 OCNOVIC AMC 000 HOT PRME INFOR00410N _T a I 1 4 02 by "ZOVIING SPAOM SHOWN ON SORMUIS BY THE FOLLOWINS FACTORS, MR Vt I ' =Vm � 1! I A' ]I I (mt., V�Zwa P4,0 FOR A SITE SPECIFIC PRW=,. i�*. WHERE THE STM CONDITIONS OMTE FROM THE P,5,D. TAB OPERO" TO K POSSIBLE Rmu= WACM OmWw MEW FACM Smu 9 a IF, C4� � - 014-10 PANELMATE VIDIALE ID & PANELIOTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (0) CONTRACTOR TO BE RESPONSIBLE FOR THE ULECTM, PURCHASE AMC INSTALLATION INCLUDING UPE SAM OF THIS PRODUCT IM W LESS THAN MINIMUM SFAMG INDICAIM FOR MCH NOW TYPE AT 1 1 � I J 81-- !L j 411 I I, ! !g - 1/4*0 ZAMAC MUM ANCHORS, AS MANUFACTURED BY DEWALL INC, Lxi� LEMO, s �K "..) \ -1 I I � 84M ON THIS PE,O PROVIDED DIDAATE FROM THE COMMONS DETAILED ON DUE DOCUMENT ___!t4. /4'. 1/4** 1/4"A% ' ++ PrOufts No. DISTANDE BETWEEN BOTTOM 1- I ' I --- I A.1) MINIMUM ENSCOMENr OF TAPWN ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4�; 2' FOR ELCO PAKELMATE AND CONSTRUCTION ==40"OWS RESPONSIBILITY, ��__ _ 1 0 __ . -1 I a - _L W , mmm I ;a Of PAM! 1.0%. � I t\ I IJ4ZN=QE ftlt 0 1 - I 1 4/4� f�Ofi ZAKW 9NUR ANOCA& m T~ �ANOAW cmx-m AND Q TO M- 3/ir a " Z4' &N L � R N W/ .� � _� & I q -1 ;( - 7/8- MI. THWAM I - . /41#-ma/e M's - 11 ' TqLAIIESE)" Nm TA shaw) I 4 I 74�W ' PDX7M74" 12 Ile OR, - I - -1 I%OW, WC (.) TMS PRODUCT EvALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MOWED. I a. Amm" wmw W I / M�oc em-4 00 ' 214 1 L . -'� 14�W`F A.2) CALK-IM & SOLID-Sff ANCHORS SHALL BE VABEOM 7/6* INTO THE POUkW CONCRETE, NO EMBEDMENT MO ' ' 911-m- '-\ fl, � � 1/410.m SCREMS a %* Ox. * '_�" � I . STUCCO SHAU, BE PERNITIM 1/4- 0-20 SMVS USED SHALL W I t/2- LORD MINIMUM $No" STUCCO EXIST. (0) SITE SPECIFIC PROJECTS SHALL BE Pr"ARED BY A FLOROk REGISTERED ENCNNM OR ARCHITECT WHICH WILL SMOME THE - iIwwwo 3 3 N - .- ---- 14 - - � / � ty, _- - AND I' MINI M MR WALLS WITH NO STUCCID, AND MAY BE HIM SCREWS OR ALL TRIWADED SCR0v$ W/O HEAD, it VA wo nAl OR 4A w"I'm ? / mu ftwm wo 04 a - 4 - ge'4.' emy�: I. I I BUT WITH WING MUM PONGPEFUSOEF CRIIFOTTV��`=`ASIUA AUe1CeASTpE*V"eS4U#XT70I THE Ell, t :' E. - 0 =.-AT-.17wir. OR IAOJ 11 I O.-t 4:�.-n""'.'-�i.';7";��.'/- P,Eo. ENGINEER, %W! SLISNR TO THIS LATTER THE SITE SPECIFIC DMWONSS FOR 950cc "I I I , ARMEAM!m *Icm two 11 . i I I , 11, 4' % / 0 S, W/ , , i '100 LAG SCRONS 0 6' G.C. W1 A-4) IN CASE THAT PROI*-V *Tfr.M PAN"$F P%%.r.M OR WOOD BOARDS K FOUND 014 THES. I Ijr ". i \ - -v'4P'-4S'Rm I 1; STING WALL OR "��.=% NO (o) INS P.E,D, SHALL SEIR THE DATE AND ORIGINAL SOL AND 50AITURE or THE PROFESSIONAL AVIURED "I t , , . THRE'Awom UL' ftm rA' I IMA $0`1 M PMETANTION On MAN SmCTURE BEHIND %*f PANEL I EWE - *Mo * A ENGINEER OF RECORD THAI PREFIARM IT, ---a 12:_ xft wy.w . RAT OR ON EDGE " SCALE 1/4-.1- / I � ut, 2'0' WOW VIRGO ANCHORAOE SHALL SE AS MENTIONED IN &I) AND IN A,2)� . . .. r I - " I 1 i I I � PLATE REQUIRIM FIAT - 4. SHUTTER MANUFACTIMCWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCA3100 AT SIOW 1 31/2", 1 - I 140 I I ..- Al TERHATIVIE 1 "W - I I I (a) M-LvjmlN2-c2cNzLA692LXSI-4mw-a-w- PANEL VILUM R4 ACCORDANCE WITH SOMION 1709.9�2 OF FLORIDA SUILANG =E� ONE LABEL SCALE 1/4-.i- I % \ AUH IN - 1/4.,* TAPCOM ANCHORS AS WNUFAC"ED BY 14 I' ll� SUILDEK, 040. VIALL BE PLACED FOR VARY OPENING. LABELING TO COMPLY VON SECTION 170 0 3 OF 714C 1 1 1 - . - .- ... I . FLORIDA 8"No C= I I , Imma im 111m - 1/4' 0 . 7/8 CALK -IN ANCHORS, AS 1~ACTUkW BY OUNALT, INC, bwa I ALjFRNATrvT,X'W - I/ef X 3/4" SCLO-SET ANCHORS. AS DISTRIBUTED BY ALL PW SCRM BOLT & SPECIALTY CO� 4010 "jU401lip"AM, i� ,WSI ME ONLY W4Z POR SUILDIMPS WON A_-.R� 0 M LOAM I IHM - #14-10 PMELMAX FEMALE 9) AND PANEILMATE PLUS ANCHORS, AS WNUFAMMED BY EICO CONSTRUCTION I JP . SCALE 114-- - Ile 0 ZAWC NWN ANCHOFES, AS MANUFACTIUROD BY DEWALT, M, , _�S SE; 11041111064" 7 Z -M3 0 *4 PANTL'S LENGTH UP TO 5 -10 � TERINATIME It" " ROT, A /Pll' v I k �W # 'AcCh '.' -F �:.!!q 2 FOR MEN WOW me 00=7 MEW TO Be SOUTHERN 81-0 I 0 ! , SCALE Ile-Tw I- ** ,..I'*- .W� PWI M., 2� W/ cim ; or 1. - 'fly N . �t` OR - 7 S, 1) MINIMUM EMBEDMENT OF TARCON ANC-HOAS, aGo FmaMATES AND ZAAAC MAKIN ANCHOR, INTO THE OWE X'�Cvv � . EN I 4105 , .. FLORIDA BUILDING CODE JM*n L42h Ve;*,Ity N cone zorm)i t�v.-.* se ,-.". t 1 40 �i BLOCK UNn SHALL Be 1 I/e, $ . I.1 I FLORIDA BUILDING CODE (NIgh V*IOCtty " - 1 j � 02m mmo, M. I FA� .- mu. 1 cano Zon ) sam-ft I ' � - I -1- FLORIDA BUILDING CODE (IfIgh V*10,41y NU ne z0fts)l , 7 " 24 SAGE GkVAM= STEEL STORM PANEL � * a � VIM=. W_ r1p, z .' No, 4 I 8.2) CALK -IN & SOLD -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNM NO EguliENTW44 OROM T E ;*s 20 GAGE GALVANIZED STEEL STORM PANEL !W' z �='kmo� m. � immum SH 11-1 S*: * WAW at, :i AS 1 * ! : * f � 20 GAGE GALVANIZED STEEL STORM PAWL rp� xTucce swa BE Pemom� i/4 ,I-2o scavirs usm SHALL BE I Z/2' LONC h OULD 1I� EXIst, * 4z " - PRON of, I __1 I � --i z i: AND I' MINIMUM MR WALLS WITH NO STUCCO. _ �k�__ -- 471vr4w So OMDU SASM 04 . - I z,,*'. STAN F MOM PROTECTION PRODUCTS, ULC. Ulm r vim r L Z& LEWF Yp,�M'&AT nP � 111LIEC3mr, s �'-.. 0 1 IWO,:'O 2= W04tAT00 tYPE ON gaw"m ". �' - _. .' I AM %* $1 mW - s _?ev.=5_- �_3 ------- . �� I� --- 'Z , MW PROTECM14 PRODUCTS U.C. "Aw"t"N' I - _______ _____ I " mom PROTECTION PROnucr" = """'/"v- 8,3) IN CASE THAT PRECAST STONE. 09 P90Q4ST CONCRETE FAMOS, SW= OR WOOD SCAMS 9,E FOUND � S . R.V4 . I , �4� m_ 20-t7S I.- . --VIAO'�0141 11 t-%" VL W414 . " !'�4.AAmjr_1'_W "�; %.�q*;- pt RO ' - fT1 L_ rE C -0,... \ D /TILME C _0_'._.\ 4W &lt 51 SIAM 74zw mow-- otm)OW? .' AjJxjN6m � - - At C(ISTIMC WALL ANCHORS SK44L BE LONO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND - % rft (954)M� . a a to~ "w"IXT rJumaw .... . , th.111.1.1 - --- ,- - , - t'm .,:. 20-176 �� I'll .. % MENTIONED IN ILI) AND I � , - V� - , ,&-,4 -ma: =,I - ��' �' '.� U,')"wr d.-Ow"'. ZVVW� _14=; 'r. PHOND (04NIIII-ISH, W (WHIMMI-47117 Sp- PHIAL. _'p ANCHORAGE SHALL BE AS N 6.2)� 111114'� fill$ 000 pz SFA�� .t , - I - .Iwm T aw 'rz'" 20-176 -O' t*.aow" I b"m ". VAY TO I,& St Dodo= L � xv I =XI - 1-1 fw- O'"Mam IV`m & -It � . � I � � �1� ii 1; ii �, i I . K A.w 1 a 16 71"um"" """ � ___ ---*T = M'f'�T . . ., . I= ! %Kffml� avI � == �_ PI� � , A, - S vtt I$- I - ok-~w alomw I. ------,----- ____ El- 2MINtlo I WALTIR A. nur & ps- m,'! RM 6W WE - - I I -4 �� I: 3" (WWNUK � __..5m9E6A1iWZ. � . I - I - I I I . "-I A I - I. , a : - & '_ - a - stw;m w 0 I I I I I I w - - - ------- ---- - mi 11 " MAMM "g. D ESSURE Bourg � , a - -14-mb MO- � 1/4, 3, I I -Z MOMUM 11OU PAN L ]MEN * w I IS KOLUR SrM ro,,2/4 W/61 2W/6, 3W/7 & 4W/7 INSTALLATIMN MAU EQR REGUW_EAKL2i IIIIIIIIIIIIIIIIIIIIII COMEQNENI$ R MUM LIEE SAFM A E HANQ OEM PANEL SYSTEMS 9 moms (SEE SCHIMOLE ON (SCALE 1/2-l') MMUS INSMUAWN RMQ RE On=. =ME NXK t. W r MAX SHOETS 10. 10 all,) ___ 1*1 _-3: MAX 190 PORED ONCREN QR QQNGREM-A00 MOM I'uN--7-_+__ I I I '0;�' -- �_ ____-I!02S` OCTAL WVr4-------j .IV So= PANELS(b L20=30 ...... W - '_ / I a 6 $11me POURED CONCRETE m � I -1 ar 6 I 0 1 � _g r_______'________' 124W (EFFI=?VE fflOT10-----------j 1913" 114'�U�a/4' sNa _z_&_a_" � - , --vAm".1191c"m . CK i I i _F._�=_ 17M 0 D.W(ix CD, 4 , -I--I- r I— r -I - 7- -r- ) �� REQUIRED. � REGUIRM I CL ! - III r_ - , i I � s 1/4, m)--------i I 4G. I- �374' 1 r--v Am" 0 6 1/4- WIN Mm aLoffs -WA-me - , x � � I I I , I � I � i I I � , � , � 1 1 CONCRETE ANIS CONCRETE ANCHORS 32 � I i Ill( "I , 2� = Ijiio. 1jr- -t3w-7 !\ 1 t - ocr .1 Im. � -, I 1 oil 0 it 1/2- ox� (j),@.rg ' - 1 1 (SEE sa* -'�__ P" (SE SO4EMDULE ON- �5007 P'Sw f , , 00T K mmm) MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH I / � EXISIM POURED = I I t � i � I i %1. OR .L-. (ft.) a .L+. OR .L-. (ft.) a j, I r4) CONCRETE OR ---I-- - I F_ 447C. r -I i I COMPRETI: lm?� r- i V" MAXIMUM AS& CONCRETE * WOW COWRETIE & WGIVID 1 .1/4. r__ I'll. REQUIRM. . '.' O' -12 � 0.024 MIK INK* 13'�'_ i ��r - - I - t GNUIA - / A I I - L-0 - _= C= -r-[6�tf *v 7��71 - � I j I i 14) '_ Qr.�'. - �_ O&WOZED STM 4' 1471, '56 I ULINN. -� _____ � . -- I . I V ______1 ASTM AM TYR. t PRESSURE PATING ftTALLATKINS t ;: RA;- - ____ _______ , "'� I CONCRETE ANONORS I* I ili;;ull i CD w 1:7. - I V F T__ � �__ � -, -4 4 Elp- I I I ;iwa- �'r = Im C-7 Z4 - , 1, 11 : � - - , . __ / - �!' [1 I r i I I 'zw2.c X* "-,.,, I .1 , ) I+ , - ; I i j I ________1 ORA" BID wimmum I � 0811, (P.8.0 ) ) I+ ) L+ L_ - I 2,1'Its, L I- / I I DETAIL A EDGE T L_ _� -1"--j .1 I I I _= GO >< a) � 1 ,,.-I. tr'e - - Jl�o ' I:-_,_ . I � _____ L---J--- ,."- I&O __ i ..; = LA_ E�_ � Mm UNEL 3w-- L ___ ------ M-Y-A &_ - J ___2 - - - __i9:__1v -L "�v I _ _t . . . ;� � ' � I I .... A .0m, 3120 4i - -, - - _JA J - i - � � 9 .!2 - c= - ____2�� I,--$- w�r � 11 _<D I (h -= CN = PAWS SWL I$ W44W ALWAYS _2.307,11j"E, - _2_1�1r_ -!-O:--$, - '� -2axi' I Aa) � � FROM LM TO RIGHT W/ 11r LEV JI54 0:_10' #I-tl UNBOLTED PANELS - i 'ma I . � i 1 2 �� _T (�) 7! TR&M (�) AN= MM SIU12 , 101-10, to* Ir I - --L - (SEE SECTIONS AS IMP= .W// r. Ek OVERLAP I t � " I tn R DO AT MOT SM OF PAM (�) 440 10�11 #I-#, 4" sler I (SEE SEams AS APPLIceLo I I- I � '/.-_2ft" � I 114.0 . _1�� LE) r- *E�. � r- ' I "S i 4� I I VZ 'laa I SEPARATION i a SEP ON - , ja .!=0 I I zh! .2! w , . ----gp=, 0,024- (W�) - _�!�_ --.!:--V -_ _=-1- __a,:_, _-L 1 - J'�' - /_ - ... -"- - -_ __ __ - J 1-1-Li-11 1 g 'to MASIS ji- 1. I TO . , � � I z � =_ _= C" "--A - � Soc $,-I* 8,-4* =0 &*-.'* 8'-2- � I W-M, � � manzr-6.) � I �A 5 E,tl A�t � l___'____4 _.' - -, .-T. (sa wouLt 4 v lw� V'��! -I- � I --"- - m. *I t PANEL LENGTH a I i I I'll, " " I I ! I � I f S - � .":R *0.05' I- " r/�') 01-1$* ?*-7' --wo- 'r-1. . (SEE ScHED LE 0 i "t' M., v M". = L) - - � _2no- It ON SHEET US) I i i PA14M LENGTH PANEL LENGTH =x = I - ___(a� I 0 1 d - - � M I � , I') " ,I E ra.. 1 pma�� 19 " I " , , ""' � L � .� ____ I I � �i __1 _ �� I � , I = .1 t" ITO atasw I I 11 __j ' ;1 ' IT p_.- _[] A 1 411,11- 1 4 I _J;� " "I h __ 61_0� 7r'-4 040 ?,-#- 7'-z' IL________'0 1 (SEE sefleGULE Aji=. __ I (Sm ScHwuLE 3: * '�' ' - .� 610- i i CONCRETEANCHORS ____ �_ I i � -_ 7; I : i 11 c2w , ow , 11� 1� _ _- - --7--s- " *�) I � 1 ($a sonox Og--� I -_ I ___1r__ I Oft SHmr 3) f'ON SHIP I ON SHEET 3) 1 -9 f Wo I - _�L - = -2 OU f 0,37V 11 G2w" _-Mo., __ D.M.(�)� - - __ _ [ i 0 ____v_ __ - - � / 11-1. �1_1. _/ '1w - 11 SHEETS 9 IN 0 i r > = = W/ ABWW EVE: - a,* FANEL S" sl-r 8, �Q* ao 8,--3' __'__' - - "-,- __ --- ------I --"-------,I .9 - - I I � '�_'j�___J __r _.f__'v* I I 1-1 � , 73.0 01-01 ; - I --IT ' i i .!n w . i!'.!'_ L no -2: - 'L I Ea" i _ "� , - wwm" STEIL 3) i , I - L" E - - _� ��"�-_- . - � I I '' a ; CLAM L F I I 1,67. cm- t_'� . = - - j A i Lj m' i 1 ! :" = .'-' �:_ 11 ---Wv- -7 L� m� t 1 _(!) i '_' r..= . 1 820 71-21 -1. .� Of *L* I , r__zsq"__ 111-i --v'----_�-'0A?w @or =9 i 56X =7-4 i I "'"N�__' i I, W_ I MIK 0 1 _x � i I ! = E � S ; ff OR (9� 85.0 -O� 61-�51 eso I.,. 61-J, WNI - ! � i OF v �__ �� Pao or-o" 4r-.-. - ' vll_fl�lmll , I VAX I I i M r * 0`--7 �_ � 2704� - __2L_ - - 2/4 /4, 3/4, 4/5, 5/5 & 6/5 � It i /- ISOMETRIC YU DEWL . , , I L* TIM 6. ZW/6� 3W/7 & 0/7 i - I . I ... - � - - __'. I _' ,w. I j I -1 - � a: L I I i END OR W/ SEWED EDGE Li- " , 112;:_ --.!!-I' w-91 s-0- I =0 6'-?- a--ya- I - ANCHORS (SEE SCHEDULE VON SKM 9. 10 4II�---------J I ! � f ! It I I � � .a, �_ EmP. i w I i - (i 1, � � I ra- I . 2J78�-t 10.0 s*-'S* 5--st, 1 Mac 6* -31 Is 7* 1 1 1 � i i i (M-T4) .375' 1 amum r REQULAB 9QRM EANEIA (D ELEMION I J____A____I i i � _9 � r ACrA&J Ir'-,. -1. 105.0 ,%'-i* 3'-4* 1 i � i i I � _4_�& i ' i 1 I -"--- - Ni -1. � IN: _GAP I I I � i L � r x-josmi i � . F - -_ " (�) J= WU WAS 7_ tF PAIa I - 2�51BF` Nlts� - �_+_ I � ,091- .067" . i I WLLM I V.I. m WAMEN Hm u cryp') * - - 0�k OAR.-P .1 NOE - 0 1 i .07r I a 104 1 i " ft sm" OR ' 1760 i _j m * -- ' L-Iti __ I -.-f- __j -�Q I -1 16 L_ W_ . I I,,.- - - , - __1___.__A awcRm ANcNQRq "� i 1 3 I � ALI (�) KU HQU Al MU ' � �Z_ f1c' �" I � we i OiM SCHEDULE ON i I j! I ___`! .SEE SEMT 9 MR ADD004AL - - I- I 1--_ - � 0 I� Ili, S"Em 9 H i 11 '75w 1 �. - - -\ ./-\ r I 17-11, N . /qp\ /01PNO rc� / � �24' JT�' - r � 21 AS 11 t0lim vme . 9 F--- - -- - ; -- ! .091' - � � UMMATO" IF SLaw umm 6 I r. � �:v = W" !t,q - - . - I i I _. - A WILY YAM FOR RXIALIATIM IWO - _ � I V_ (".) 1 WOW moms. MINIMUM SEPARATION TO CLAW SCHEDULE � -, \--/ \--/ \--/ IXG LOCATION L U4 ME USED W/ WHEN .---RrM CONCRETE ,,,Mr i 1 2 W L_ MAX, LENGTH ! /'7N -- SE010 A_ -A tj-�N -i i REJQVM� ,,,, , I t- "..' - I VAX. � I m F � ummmm WIND SPEED 19 170 _0 WIND SPUD > 110 molh - ALTERNATE COMCft'IFj POUM CONCRETE AM USED, L2_000' IlEc. PANEL U ANCHORS 1=wzl� '� A I Q) 10=0 ;'T '. (�) SLEEa 2 1 / 1 14 L_ - '_ "r 2 1 � 31 1 u . � .,-.. . _.. N.T.S. (SEE SCHEDULE ON we RETE BLOCK REQUIRED, I,_'I.�� I Ic .12s' 2.0pw . uwr� � � (in) UMMSIMMM I RESTRAINED UNRRtMsm""M NED *DIM SHEETS 9 THIROUGH 10) (SEE SCHEDULE ON 2.S4S_---_j 1.�I$s 1 ITYPN i I i I. I. '. 6 I/*- SHEETS 9 THRO" 10) m 0-fir I L � w i 30 OR aSS Ott) it. =MUM M H MR A CA" POSHWE "D. MM WAD. ALLAMM FXXN LOOMM 0*0 � L . A Or.101. NMOWt ASAI OEM LOAD >33' 7 1/2' 7 I/r (2) PROCEDURE TO DERAWE MkV" PANEL LIMIN, n7 - .0 @ "V 14EADER � a- 7_111, 1 ��-f L I, ('11151114- - ! GIVEN A POSITIVE ASJ). WON WAD, DIDEM" MAXIMUM PANEL LENGTH 'L+' FROM SOWAL .1.14 .4m ---I" Milt TO V k4m- ,-2,ODG' I I i >90 I 7 t/r 7 1/7 . OMEN A NOSAINE A.", Dwax L&A WERMINE MAXIMUM PANEL UINOM 'L� MW SCHEDULL OUNDINa I R1 g SLEEVE 1* MA u__j I Mk MAXIMUM ALLOWABLE PANEL LOON IS DOM TO THE WNMIM DETEMANED MMEL LENGTH auu= No WALL M MOUNT 0 . - ----I SEHIM %+* IL-1. gaa mot wt rio') AHM& 111114 I* I 1* I 1 1,12- - SEE StAtIEDULZASMaOW MR W. PANEL L01014 POROSITY OANAVATKIk WT2 ux-mm 0 --low-w =�-RVALLOY 0'YM"mu?0A'V4 VI j BA&K qN rawA-maw" -11,11, I - - I I . 3 -1 I X1. � r="' r'_ , 4,� %!�4� T__ - . , , 4! MW OwAaArals INTO woma Aw Lom To t $5 vxf. M A.S.G. OMEN PRESSURE: MOINO . I I j -� �Jw* , ��. ( (I 14 katumum EAM �� IN -I", _ __� I Im. USE ONLY FOR E-Z HAND STOMM PMEL . - Fa=j- j 61 _,pW�--'�CEN4"-j ____ -XI'v , - Ap F "';.- f 0, I* & 11 FOR wx A.&O. OEM LOAM & wx MOM LENDING MR I - .27 m SYSTEM) 6063-TO ALUM. ALLOY DIRECT .h. HE ILI* *r 'F� 'F` TRICK il - E,Z, . - :� ....... ..' .'m I i's _?__ � 4;��.: __ 4� : % STW * I g--I�--- ANGLE y"A"A W/$% lJol, , . . city PHU one Zone) MOM W-*INR wt*su FLORIDA BUILDING CODE �Noft N!jh Vel"Ify Nufficone Z0.0) ' :--* .. I ' 2 FLWORII BUILDING CODE NLO nh V*16 ' ' I _j r" "__ I 1. � L ____-7- 4 ", ' I- ' i _T_ - , 90TTOM .*� FLORIDA BUILDING CODE LNon fth Woolly NNW on* zono) , �� f' A r � - - z*. MOUNT 40* 32* S' W 1. .1 .1 em Tlkma� K, 4 .* .. -s - 11 �' �_� , �4m�P AwmN, 0 s , . = num w F.P. IRECT' I _5 Gamm .L- 9 �-� U. 44167 � 24 GAGE GALVANIZED STEEL STORM PANEL "� . emm mmo, W_ r.r. Ow � I., S,. - [7, � % -o'. - - 24 GAGE GALVANIZED STEEL STORM PANEL owm w, "I ! w A * M4*m 1 : . 101 - -, 24 GAGE: GALVANIZED STEEL STORM PANEL amw ft L (TYPI) . STATE OF 171 1. 1. : g i7 I'S'Kl.s' STUD ANGLE is. 32. 1 32" 42 w a .. * . __ I * ;*= "/V/Uw * w/p/m" Ma-EMSMAWWW"Laom - . 1. U. :::;!r LO� - mm DISTANCE :�� --!,r w Go, �:)�% TATE OF GLOUL PROTECTION PRODUM, LIA. CAM GLOIIAL PROTECTION PRODUCTS, wrl - L -k o, ,,:� , - ______ - � I - -r- I - __�_ �fT N SEE SOMNS - 250' , " r 11L1EC0m:, om -r TRACY; _;, /rTIWEC*�...- � k;, _� __ MIN, . � ;��SAL PROTEICTION PRODUCTS. LtC. ' u/_ 2w 4w %w. 51 STREET w w w ,k-A"-� - 4m &*1 5 stmw (SM SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE ir � A, .-I ma SAY, M SIREIT " . 3914 ,RIO?, - I IVA> Aw'L 0AI. SHEUS 9 & 10) COMBINED 94 ANY WAY TO SUIT ANY 1k, '. '_.0RIDy'...:- ,j,.,e%e 06,14M __ 20-175 1 k1.' ' 1 20-175 'A =1`4 wmA_Qm1__*r sul @& (p)=HEREO 00 � qz--_-- 01,0=111 Am (00m-41TV7 1, !: � two, 10tZ4 Mo& (w"r.w FM �W)w __I:�� INIVALLATION. _ri> P"Dw_ � - __ _-, . " 540 '2. n 30. 1. v i - mcm 5� !_ GRMIW ft .4 ma F w __ -m? 20-175 @ - (B I Q1m_=_TRwd 01-00WHI -.1--!2:�-V __ 1 32, 31 W L W - ak-ow"I. _*1 I I I. DRvom '�/01'1 I I . I -.1 - I" OpAwo ftz 1 --- 1-!-- . "Mitz �10�11; n'! ME . I MIM ANGLE (ZAMAc 3 ALLOY) I I RMIT I of 0 1 1, wm� WAIT am m v I I = 4 - III 1 - ==11K A - I , J. I ,a*, PE. i i � � ' __ I � 11 -1 1, - - J I I I . I I I 11 - __'________' . INSTALLA119N QUAILS FQR REQULAR eANEL d) 185TALLAM 19 BEQULAR RANEI INTO POURED ONCREJE QR ONGRETE BLOCK STRUUM INIQ AOD-12 S-TRUICIURES A - � INSIAUAII12N 12EIAILS EQR REGULAR EA E IQ � MOD �� - -r � /_ MR, � ,, / I '� ::� �_7�_ '�� SEPAM(TION I z I / 1- I " �'; 11 - ! " ,; 1 ($M �;��' 11 . 1. . . I v- SCHEDULE 1/r�20.1' , I �) �lj T I �� WOW ANCHORS , - �' lit . I - 10 CLAM - ALTERNM CONCRETE I r f ANCHORS LOCATION z_ / SCHEDULE ON 1/4_w� 1 1 , Z / , ALTEIWATE LED CONCRETE ANCHORS p'-TSEE SCHEDULE ON I �,' SHEET IT) �2 " -11) I UN 5"txI a) I , *Is$, AsleMc ,_ / )r / - LbCATION , , - 17T___ ' _ . EXISTMIS POURED CONCRETf__ ---" '_1 r 11A I SEEAM / -/ , / / ?/" _T 11 - ' / DITSTING POURED CONCR�Lt_l I SHEETS 9 T'Ro" lo) OR CDNCHEIt �I, ", '�. . ". - ,1 ( I - �' - I -.- I U) -4--i c'n= '.�' OR CONCRETE BLOCK � I REOURED. I � �=-�� 0 =11=141 I ADEQUACY Or EIUSTM WOOD , " REOURMU. � I 1� \ / I BEAM To BE CERTIFIED BY �" ___1 ___� ; CONCRIE'. 11- /1' \ / X \ / " i v MO, - f* �11 E = , ; 1�) \ I \ " I ! ----I Pma LENGTH REGISTERED ENGINEER OR �� (SEE SCHEDULE I WOOD HmgR z- I ARCHITECT PRIOR To SHUTTER L. mn-r-1,0=15i REQUIRED - I I I n�� I ��". '11--i '__1 �, I -@ \-. WOOD AN04M _ i - I� I ME SCHEDULE � i (1) SHEETS 9 THROUGH 1 -02 ISM SCHEDULE ON I / I � I`__ I I ON SNEEI JJOFOR INSTALLATION. ANCHORS ALTERNATE WODD AMCHQp 11 1. --I I 'I Aff�' I . , - ' I fl. ! �. - ' ' , wrr 11) y i� i _ ' , - -mv a) a) ,-I' "-I . . F L I i -1.10SCHEDULE ON (SEE SO4MLE ON 11 , ___rI 0 "' 's ;= � . - ' . MOT= j 1/4- @_1 1__f___vw - --,---- ___ "'I's I 1 __!�) Cry I / / SHEET It) SHtEY 11) a - ele � t e= 1.11 =118. t16 ��' � I � I '�_ I , I 11' '�� '; " " ov PUT "I'll, -=- \ :,b ' � ' , -1 ,,*- I ox, = � 1/1 11 /� N I WOW HEAD .7 �.' I I hw- / tr-jr 114, 0 12 1/2* = i 7 T -,----I ER- - --- - . I 11 I ED --- --I- i ' 0. :�T�----j CONCRETE ��__ - ; '_ I �_; . I X HEADE_R_ -,--,'I _4"I"""""""`Ij '" . �_ ___< I REQUI I. f _- . .11--.1 - --20.1' I \ �'. I � / \ , = I I � RED 0 C/) I ! 'a WAD s" I .. � I ! i ,I I I � � I 10 It 114- m � -10 I ED I __-' I I ' ti-!,:! I I MAD mx,m PANEL L04M --- ' - ' ' - , L __q P -4-0 - - IV - --- - ____ __ .- SPACERS 0 n Ilt I I \ � Ef. � - -.1 � 1, ! ( 061 - - 11 I i i _ � , '. - - , I dw- / i ! v Mo.. � ___L__j = WOOD ANCHORS � i I q I I "ILuii[L]i �-'" ' I !I , I 'I If I -"; -, I , --- '� =) cu I I I k.- - - i 1 REQUIRED / I I 1 I I WOOD 1 ___7 1 / v " ,I 14 1 _41 \ 2 � I / - I % 7 na (�>_ 1 1 \ *--\\ / 7 I (SEE SCHEDULE I I � \ mg .11 I 1 KIP, -_ _urtu I I I 4 � "I ME, "ellml 01.1 "'Ll.w., 1") FOR It W I 1 ml� ") � M�r 'Im ON SHEET I- I of, i II 1 SEE '_ , r � t I qui I I 14m - _�D Fm=? I RON ! 1 IV I ", L 1 - ! /' " su�%RATION * v �. It N i ' i I fl � Ir LOW Suem. 15, � w 1 ' > #__ - Maio I � 1/w'.-vft'- ON SHEETS ' I I F ---- 4 IV ULA5�1 � I (SCIE's-watE - , , , , Led"__ q) i It - 'To =. _ I 11 PAMR. LENGTH, ' T ;�4 ' I � (SEE SCHMULE I (SEE SCHEDULE 11 (SEE SCHEDULE I SCHEDULE I It I =-= 1� ' ME SOM - I I I ON SHM 3) ' ON sow V I PANEL LENGTH I ON SHEET 3) -, ,,, --f-ANS. VATE FEMALE 10 OR PANEL MAX SEPARATION To CLASS I 0 ULE ON I I - --!�.-AV SPACM j I ='. ON SHEET 3) c PLUS ($It SCHEDULE ON 91M I 1) - 11 __LL IF- -m ScHmu ON SMLEI 3) -- . - � __ � I.." - � M., " -4, � 4a fm ma .., - - - - _-, " ON= 3 - ' L_ - v ift.. - 1_1_11.11�i-p ..' a - __ \\ � � , I �. c""""""""` 10 i ' - _______j PANEL LENGTH L-1 L "" - _-, - -L-1 I I '� " IV L_ (sm SwmE r-' �-!!T-A-A� umm am r-61 i -1 .- = I I - I .- . Ir I 1 WWI ��"" j il\'��"_ - I =%::'1'4n # t_ -_"-""" � PANEL LENGTH . PANEL LOWH I I , *L" t1____1_______'___�_ �, �= ON SHEET - _'_ � fr--- _t PANEL LINGTH ,-----,--"--- - =m CL � i u� ME SCHEDULE � _L_ 3) 1 V I (SEE SCHEDULE : t tj suwwm i I ,, ON SHEET 3) - I I � -I E("-" I EiB 7, tv - --.-,---, TO GLASS, I 2'x4' WOOD ! 1 - --I � --- SCHEDLU- U3) � I :___ ----I I I t i L' I - (SEE SIGNED LE "'S"Ki f ----,-I ON Stfu 3) 1 � I PLATE REQUIRED I I I ' Till= - i I =" mq� � GLASS , �� --,�D i ON SHEET - i CL T -U, S;. I L----,A-- ----I i r__===qIw__ I I I - � M SHEEI .j I I DIREMMOUNT Wz ER 6A V-0-- I I I I - -_ (SEE SMEDULE I L � I � � - F U) ON SHM 3) , 1, *' I I I i - i OF *L* � X-1 / OF A: � I � - T 1, --cl) � I - - - < I i --,a) I ; i=�� '__ I I i I . f m�' I 1 1 i � 1,-44 � SCALE 3/13.1- 11 I i � � I i OF V I MAIII ! " -(D . - i I I � a, - I ' I wx t I (��y I I I � SOx 11 SEE =L�tIOON SHEET I I FOR MAX, PANEL LENGTHS & OF *L* I M!x I -0 I i � I t - A 1 i i � � I _-�, 140m �71 - I --- - 0 12 1/2" D.C. � � i ( I OF 't� I c DESIGN LOAD$ FOR THIS WSTALLAMIC I -1 - 1 t p 41 0 12 1/27 ma ________.j__'__j =_ i I OF % ED ' I �' I,- � I __0 I i w, I V�x i I 11 MAX I ; ! 4 4 0 12 I/r O'C. f - ,. _;0.====A ___________j 0 � ' -1 I i cro, , � . I i I I �� I I I 1\ 10 I I t i 'rl� I + :: 2':�O� 4" --f I i - (D N ! - __j_____j . i �� I " I t � C 1/2- 'Ir - Ban I __ / I I . I 'T �r � u i -::-==- � ! HL!!j -,.-,: ) f 0 12 lIr O'c' � I " �� r, "�/' 1� __1 I I - I - :3 6 U"r 04 1 --, . I , ac ' '� I--- , P I I oq ' - __j \_ - - i 4 � 1 �' '� **b= M R UGH SHEETS a OUw IC 2 Ijr LONS MM� ALUMINUM � � - __ WOW ANCHM CONCRETE ANCHORS CONCRETE ANCHORS I &_ � _____L__j Do 1� - -0 EXISTING PGUM;Aw� (SEE sr (SEE SCHMLE 00 Urin ��' _'-�' t , - Q6. ill.- 1111\1114 I 1111 . I Lo ----I-, - 17� 1 � 1 1 I I I- C CONCRETE , SHEETS 9 T"RO , , " I �IN OF WALL 0 SAR 0) I I 1-11 ____J_1 � t , ' STANERED W/ S= vom 44 Kw BE I 9r I" IP , I '1" � �j ' A SPACERS 0 =' QC. VAL* M t- � - � 1 1, i ,,, [SEE SCHEDULE ON I '�\ i 11 I 11 %, I if � I "" \ / CONDITION) I - 0 ]FIXISTINIS POURED CONCREWE ! 00 PANEL . I I --- __L 'x$' WOW 2'.4' " CONCRETE EADC44 EXISTING m i MR% SHEET 3. " �' 1 1� 1, �i I , I �� SHEET 11) (I) tosbum" is Umn 10 A ow =w asums" WITH ur-61 r__ ___ , � i WX WM "W =(TO ANY _�__ ECK REQUIRED - �' :t -T-t;71 ; REOUIRM, OR � * WOOD I I , 't 1�' , I __: -- U4 WOOD ANCHORS ; ! , I N - � rsm- - 1 2'.4 , � *hm � " ---- RwwG EE SCHEDULE ON o- L_ REQUIRED, PLATE REOUdFff '. I I ; I ,'L. , L' I 1 � " ill �'� Sim li) ' ' GONO � . L.." 11. MAX. LONG ALUMINUM SPACERS 0 _#DOD -ft 1 3/4� _� cu - L _$�4 � � 3i *W, - I ! SHEETS 9 a 10.) -T-1-1-1 �1 aw"WeEnswom 7. 1 WOUIRED M 2 1/2- O,C. (SEE TABU #1 ON I* UK SOPAROW to II'm i 11 I .m4TS �) Q�!_ - Slims 9 Imlo" 10) '� � '�, STADGMED W/ Mo G, M AWACft ODM MNU =Wffj M04�Vft bnfgAMX III GO - ' L " 1I = OREM it ,\�L,' I I ��ii 1 , , - SCHEDULE ON mw AS I;W=wm comma ARE , � � j! �11"' � .L'jj j I . I � 1 - * SHEET 1;) 0OMPUw "Ar "U" El , I i L J 1� IM 0 (1) , � p"m t2 Im 0Z ii� ...Ba 0. , , � .... i � . OVI "'B"'m a:,. III= ---r mk,- V ! L "I ` COUNG A1.1 RMOR MOUNJING RUIL]II-CILIT MOL , I i, I L, - 11) gwolm "'t (3) WX 24 OMIE W4L WISTO 6 DIM 10 W AT AIR OPPIN11 ' _WTING WALL mmmmG 101flEacm wispumm it g1t �' - , , . 0 U) :�M'� W%,p _ _U CM IS A *00110=0 IMM UIRCIP PANEL UMMS A"M ON i WALE 3/8-1, \�� w "" IMIMI Pmv_ LOOM a WALL M MOUNT waum SHEET wl)� ft* CEILIN do BUILD-01,11 MOUNTING cu smm " n OKY 9AR&TWIVE ALTERNAMVE 4W QAULNEW11115' A " LL ING 2w (4) Lg,'LM M=04"400 INA IMAU. 04 AS ROCAM ft M : rm m r w ,Ao a �Myl SCALE 3/8-l" v" Fm *w 2011011 1140*3026800M MY AM SCALE ��/E.I* 3/8-,. AMIER&OW E-111100 , %0014114p, L. m SCALE 3/8-1- t4) =TV WUJI ONLY FOR WIND 81MMSIANOW AND THE rm (ft Ilm") OF THE now 0 11"v, SCALE , Maosw" 'qW, a 3 M A" C cam � . po't!��:.r�. , 0 _M. 01,01411114 . -..I . � \ , L 10 ,.- .we Aw" �4 . �p IF 'a L, , a rft. 'p � '# V, k I I � ;%, . I .. .I I ...' \AtAt'!V*--!%i ..'..1.' . ..... / �.'!�'No - 41 " %, = LLI G - -, L�� - hau I o . , r 'Af ` - ... FLOMM , BUILDING CODE (Man High vaw�dty HU n* Zon*) W= 1 4 "�' VVG' L % . NO. 44167 1 . . FLORIDA BUILDING COOL L*an HISh Ve4locIty RD cane Zan*) H= aim . FLORIDA BUILDING CODE �Lom fth Vooloaft Hu one Zane) n- . 1, INSTALLATION ARE ONLY VAUD FOR MAX� A.S.D� = *-* -v- -*- g � . o� 44167 *- I W" XIM, M 24 GAGE GALVANIZED STM STORM PANEL ". NOTE EQR :� 1. INSTALLATION ARE ONLY MD FOR MAX. XS,D, f T No, 44167 *. & Am Gum MI. "I Top & scTrom moutmos CAN BE DESIGN PRESSURE RATW AND PANEL LENGTH$ I '� w4m nmol W- 24 GAGE GALVANIZED STEEL STM PANEL F.p� < MWN ft DESIGN PRESSURE RATINO (p,sJ) AND PANEL LENGTHS E - . - %I ATE OF -" I * U'11 �-- ST U.m on .*= 24 SAGE GALVANIZED STEEL STORM PANEL 0%" W, B * I * . I = *. .' * = COMBINM IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON V Z;)', A --'*lZ1 2-7 ED. - EDGE DWA4CE N= 1 � . . c ;E;;�_ " *?/"/A" TOP & WrTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT MR z I * . ------- INSTALLATION, 2. FOR NEW WOOD FRAME CONSTR=ION: WOOD t STATE �p:: IILIECO.� GLOW PROTECTION PRODUCTS, Uc*--!n-- ' _? GLOUL PROTECTION PRODIUM LM am COMBINED IN ANY WAY TO SUIT ANY ALTERNA-M 2W) -_ . We. I ' � '= t _111LIECO.. "m sm. 5 sw= INSTAILLK'noN. 0'p _� _T__ - MEMBERS TO M SOUTHERN PINE No 2� W/ SPECIFIC � '� '� §?:1 (SEE SCHEDULE ON TOP & BOTTOM MOUNTINOS CAN BE '- 15% At �� 5M FL'3;t4 - " 4 � /TIL E C 0 ,... \ GLOBAL PROTECTION PRODUCTS, LJLC. """" DENSITY' OF 0.66 OR EGM� "V111" ��'p '.7AW �2E I SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT AW '. 4nt 'IWELS139-11" 11 _w A"w. FL, 3n, � 20-175 1 2� FOR NEW WOOD FRAME CONMUCTION: WOOD ewlz� 20-175 1 iYI'm"" , A � � Pwow. 20-176 INSTAILAPONL R. - �/-- '1w - mg Za m, N. MEMBERS 70 BE SOUTHERN PINE No 2. W/ SPECIFIC %zv *iNi M.H. !�_#? " Wv= � w, t 7 , .' ?z_'____ 04)00_71144� M, (WKM*_�m? 0= I - � �_vw __0 V4W, 016Q401-76*11, Aft, (04)90-4017 1 W)UN-WAIL 1A3ft'0!w)4MI�wm It- - ORV94 - *Waft ft _.v .Mo- I-- avom � , I =1'11M�� 31� � � � DENSITY OF M55 OR EOUAL. - P14 MAL/S0VW.qk1jW9 , I t M 652 ! I I < MWIT 5 w to I own a w it _j I . - _" I r""""Ri`-"- 39M."'i't I I 1_1 I 1 31� � � I a_ I SHEET NO. __ I � I SH 1-M I __ - ______ END CL SU ES DETAILS OR NS ALLATIO t POURED ONCRETE, WOOD STRUCTURES: CONCRETE BLOCK OR VALID FOR REGULAR. LIFE 0 SAFETY A E-Z HANG STORM PANEL (D SYSTEMS N OR F2` x r R :a9j3/4\j ^i 4 a� 0 ACCUSED f?BJ1E 6040 t6 ADA R 1 z 1%2` TFPfAN : 12t POURED ODNCQEfE i Wn. R 2"WTE• REOU M 2"x{" 1N000 FBALIiII POURED COIDR 1 1/{� x 1 Ir TIC-, �,WOtWIaO WOx�.,.�NKJtd! O tr o+ 2MiMl2' tREQUIRED 1 ";�" ® IHof PACAP CL?'�2'x Y. A37' Ti} TERNAdE tE0 tOCATxDi51 VARIES" SI< L i7J9 NY.UA ANOFE ORMaxI ,TfiACN ..,.-.. ADORED t, MMETAL.3106-4164 ALLUM. BENT PPIA� i-_. c1 ROCK OR 1. WOOD FRAME J/0S-Nf4 OR " J 1�'� REOuBIED 2 1/2* ., i� ' 6D61-TB NLITT s... 2" .v x N1, ALLRI 1 AHGIE yy6 I/4 ®,. a--.1 Max. C.4P 1/4. 4 sou-, 'i' M x ,072' R 00 U AHOY a 12' O.C. 3�L W/31CAW AI1 CASE A N) CASE B (PLAN) CASE C (E CASE D (PLAN) SCALE 1/4".T' SCALE Tf4".l• SCALE 1/4".1" SCALE 1/4`=.t" OR h �tSOUO->ZL'9SEr POURED COlI,-,t 7R61 Ai '-FEY4[E D IWD �- �HC!ffitE RD6R , TDp,ROTIOM qT j PNiEtYATE PW5 fSFE POURED WNCR - �:/' •©'LJ ti7i I- 1 1 OR 2•x4 WOOD 6N)ES OF oPF3HWIO saELxKE txt SfkEFu 6. t.-- P RA TE &OC% VARkS„i ® �. e4f� FRAME RMUIRED As FPPUCAR.E ID k It) Yx4' WOOD FRAME \ r Max Ly OPENING WIDTH) OavWOapt "��OREQUIREi 1 IT 1 4 (t OR(j VARIES -- `-T Wf RW 1MtMORED • 1 AW TOI 5` �' ! WALL( OUT ENO x . B.O.'DSTANCE 77t/iD- � '..... S ---- -J 0 = WMINNUt t„H«1RFRMH� CASE G (PLAN) ` t)(�/l aW4i 10 K ra'T. `Z`c .A: SCALE lle..l' , `tPy1P." ,AR •vas ,yIC E 't � VALID 'OTT DIRECT MOUNT INSTALLATION ONLY & CERTL-10 PANEL INSTALIAimN AT WALLS W/ NO. 44167 ; 5 SURFACE LEVEL VARIATIONS WITHIN 3/4` FLORIDA BUILDING CODE Non High Velocity Hu cons Zone F �4r= a2O29AL=w- CASE E (PLAN) CASE F (PLAN) =s,,o 24 GAGE GALVANIZED STEEL STORM PANEL " ti SCALE 1/4'.i° SCALE 1/4">=1' c•.,.CDRID P : ' (` ORION n I L E C O L PROTECTKN PRODUCTS, LLC. 07 w1r� EMc. TWLR HOTND k ANB fXNMPANY a ma (05 20-175 wo- 0, FM aoN m-tw . rr a PA6 xHf-1mf PROLE roS4)6D1-T616, FALL (W64jRd-6347 C+t-O6D62 �'�"kQ Wt ,Isfw QKs Nwa 4u ORWkA3 Nx PE iwALnlWE/DAR WWL7ER:A: Y+ P.E. ex 93Y,e x . , OBIT 6 4 t6 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s,f") AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR UQRM_PANEL M INSTALLATIONS M WOOD STRUCTURES (VALID ONLY FOR PANEL i@INSTALtATIONS AS PER ALTERNATAFES 1W THRU 4W, ON SHEETS 6 & 7) MAXIMUM A.S.D. DESIGN PRESSURE RATING (g s.i.,) AND ORRESPONDING MAXIMUMi PACING SCHEDULE FOR REQULeR MRM UNELG)INUALWIONS INTO C,ONCREU A CONCRUE BLOCK STRUMBES (VALID ONLY FOR PANEL©? INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX AS.O, DESIGNPAN PRESSURE RATING) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW �APMdC4RE MAtIMUM L �i (F4) MAX A.S.O. Pt1OE55URE (p81) MAOOMNM ANClNOIi'S SPApNG FOR Mw ED. Apt SCHEDULE BELOW TAPCON SDi,ID-SET P ZAMtC'-iWUN Gk1f-1N FEMALE PLUS A 1. OF THEM AE4%RMUM tEt16DH TAPOON SOLW-SET TE FEMALE 1O PANELMh"fEPANELMM PLUS 'IAMiO-MMUN CAUL-�w 1. TO TO Ta ommm ca E NL11aE16 7° M OF U TO 1DrI0 E16 10 TO 10 oonmErE NIUUCONCRETE +45, -45 OR LESS Ir 13' t3' Ir Ir 13` tr 13' 13' 13' it i (TOP) 6,_g OR LS 445. -48 +0.5, -85 13' tr 13, Ir Ir tr tr IS` tr _ tY 73' it 1 2 / , (top) OR LESS 1r tr Ir Ir 13• 13• Ir Ir it 13' Ir 13, 1 (BOTTOM) tr Tr it 13' 13• 13' 13, 13" tr Ir 13' 11 1/2 1 (BOTTOM) VS' 13' 13' 13' '13" Ir tr Ir13' 13' t3` Ir 2 (10P) tr i3' Ir Ir tY TY tr 13' tr iS" iJ it 1/2' 2 (TOP) Ir 13` 1Y it I3` 13, Ir tr 13" it tr 13' 2 (BOTTOM) 13, Tr Ir tr tr it Tr tr it 1r Ir It 1/1 2 (BOrtOM) Tr 33' 1r 13' 13' 1S' 13' 13' tr 13' 13` Ir3 (TOP} 1S" 1r it 13' 73' 13' Ir IS" 13• tr 13' t 1/2' 2 3 (TOP) - 12 1/2 12 1/2..6 1/4` 6 1/4` 12 1/2 12 t/2. - - 6 t/4" a 1/4• 3 (BOTTOM) - - 12 1/2'12 1/2 6 1/4• 6 1/4' 12 T12.12 1/2 - - a 1/4' a Ile 3 (BOTTOM) B' 8, 8' w r a�° g• 8' g" 7 1/2` 4 (TOP) 8^ 5 1f2 -.6' 8' 6' 6 1f2' 8' 7 /!Y 6' 6" @' S" 4 (TOP) (BOTTOM) 8' - w - w - s' - 8' 13' iS' T3' Ir Ir Ir13• 1r 1r 13" it tr 5 (CDR') 13• fr 1 13` 13' 13" Ir ir. 1r Is- Tr 13" 11 1/2 5 (top) Ir Ir 13' Ir 13" Ir 13, Ir 13, 13' Ir Ir 6:(BOTTOM) 13' it Ir Ir Ir 13' Ir 13• 13, tr 13' 11 1/2 5 (BOTTOM) - Ir 13' tr Ir tr Ir tr Ir tr 13, 1r Ir 6 ('Fop) 13" 1r Ir I lr Ir Ir it 13, 13- 73' 13' 11 1/2 6 (TOR) _ - 8 1/C 6 ,/4` a t/4' 6 1/4' - - - - 8 1/4' Tile 6 (BOTT." _ - 6 Ile 18 1/4" 6 1/4' 6 1/4•'To. - - - 6 114' 6 1/4" 6 (BbTf.'4j 1r S" 1r to 1 J2 1r r 13• 7• 7 1 /2 5 1 2 / 13" 4 1 1 (TOP) >B'-6' TO 14'-4- 1r 8` 13' 13' 1r 8 1/2' !r 8 1/Y 9 1/Y 'e 1/Y t3• 5 I 1 ) TO 1r 7' 13- IS` tr 9 1/2 13' 9 1/2 10 1/2 7 1/21 Ir 6" 1 (BOTTOM) 13" 7 1/Y 1r tr W I to' 1r 10' 11• Ir tr a 1/2' 1 (BOTTOM) t3` 5" 13" 10 lIr Ir 7^ I tr r 7 1/2 5 1/2 it 4 i/r 2 (TOP) it 6" 1r IS' I 1r a llr 13r 8 I/r 9 1/Y 6 T/2' 13, 5 Im 2 (TOP) 13, 7' 1r 13• 1J` 9 1/2 /3- 9 112 10 1/2 7 1/2 13` 5 Ill" 2 .(WTIOM) 13' 7 1/2' tr t3' tr IV 1r to" 1I` a" tr is 1/2' 2 (17OF7#SM) t3' r i3" IS- it 9 1/2 tr 9 1/2 10 1/2 7 1/2 13` 6 ill' 3 (Top) 13' 7 lIr 1r Ir it lo' 1r TO" it" S' Ir a 1/2' 3 (TOP) - - 12 !/2"12 I/2 6 Ile 6 1/4" 12 I1Z 6 Ile - - 6 1/4" 61/4` 3 (001TIONQ - - 12 1/2"12 1/2' 6 1/4' a Ile 12 1/2.12 1/2 - -. 6 1/4' 6 Ile 3 (BOTTOM) 7- r IF 5 1/2" 7` 3 1/2" a- 4" 4 4f2• 3" 6 1/2" 3• 4 (CQP) 7 Ile 3' w BL 7' r a' e 4 ill` 3 I/r 6 1/2' 3' 4 (TOP):.. a" - e` - 8' -• 8' - 5 1/2' - 7 1/2` -- (WTI OW a' - 8` = w - a' - 5 yr - 7 1/2- - 4 (801,10M) 13, 7" !r Ir Ir 9 1/2' 13' 9 1/2' 0 !/2 7 i/2' t3' a' {TOP) f/2 13' lr tr IO' lr 10' it' Ir 13' 6 1/2' S (TOP)Ir 7" 13' tr T3' 9 1/2 13 9 Ilr 0 1 7 1/Y t3' 9 1/2' S (00ffOM) F138 8 1/2 1r 1S 13' TD' is" W it^ 8" 13- 6 t/2" 5 (Bollow) 13' 9" 13' 1D tJ2 tr r t3' 7' T 1/2' 5 1/2• 13' 4 1/Y 8 (TOP) a' t3' Ir 13' 8 //Y. tr 8 I/Y 9 ,/2' 6 1/2' 13' 5 1/2' 6 (OOP) -1, - 10 1/4` 6 1/4" 16 il4' IS 1/4" - - -1 - 16 1/4' 145 SfF' 6 (80T1." - B Ili' 6 t/4' 6 1/4" 6 1/4' - - - 6 1/4' is Ile a (BOFT.x)- Q SHEET It FOR 000" TYPE At SPACM FOR NSRAELATONS INTO W(KD F%W BURDIN68. 4' MINA M ANCHOR 51K C NO MINIMUM EM INSTANCE ARE WRNOMED ON " S^FiDUEE. FOR ED, THAN NOICKTED ON SCHEDIAE REDUCE ANCHOR SAWING BY MIA.'DPLY06 SAWING SHM ON SCMFOLAX BY IKE FOU.OWWD FACTORS. MR TINS OPFktTION TO BE POSSBY- RM= SPACING OBNAED USING ROM %ALL NOT BE LESS THAN MINe" MIRK tl+D WM FOR ENCH ANCHOR TYPE ON M SCHEDULE ANCHOR rAK 1!{1 1/41 1/4� iJ4•i iJ4'W 1/P. INCOI aw-ma Da Aw-mmuI DYM-N Mel" maw VACM 00 3 3 3 3 2 1/2• 2 1/2 ADMWBd (Nj a J ,/r r 3 3 I/r 3 oMTANTW tkoJ WOGN 3 31/r 3 1/2' 3 H/2.. d 1/T 4 ACITIBI,DMICE DICE. FACTOR i 'Ir 2 1 m OAT 0,0 Tm '4 SPACINGS ONLY VALID w1(FN SI2LAt�R.B IS USED. SEE 'f .E #1 FOR W.A.S.O.OEM LIDS & MAX. PANEL WHEN SPACER 1 IS USED. ' YABI£ it A A.Sb. DOM LARD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-B` > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONJY VAUD FOR INSTALLATIONS Wf SCUD SET ANCHORS & Wf SPACER AT 12 1/2A D.C. (SEE SELTIONS & ALTERNATIVES ON SHEEi'3 13, 14, 15 &IS) R-IA/13, R-2A/13, R-3A/14 R-19/13, R-2B/13, R-38/14, R-TAW/15. R-2AW/15, R-3AW/16, R-18W/15, R-2BW/15, R 3BWfi6. 0 0 0 0 0 �! 1 3' MAX. I" ON. MAXIMUM A.S.D. DESIGN EgE.SSURE RATING (11s #,,,1 AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHFDU E FOR REGULAR SI M FAMELM INSTALLATiONS INTO CONCRETE A CONCRETE BLOCK STRUCTTT�!1 ICE= (VALID ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU B. ON SHEETS 4 & 5) UK MICH PRESSURE RATING MAXBIIBA ANCHORS SPACING FOR IEBH E.O. PER SCHEDULE APPLICABLE TO SECTIONS MPx LL7�DtH OEM PURE (prc,f„) MARMUM ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW APPLICABLE TO k fw E L yGTH TAPCON : SOJD-SETPANUMATE FEMALE:1 PINS ZAMUG-NAtUN CNAC-IN & TAPCON SOUD--SET ZAMAC-NQA CAIAC":w 14 To 7G.. M CONCRETE OF THEM4n.) Po RT 1D 1zW1i0aNR 74 74 »EWE OF TRIDA >+65, -65 +TS, 75 13` it' tr Ir 13! tr 13, tr TrM7'�' to, 1- ) W-r OR LESS >+7 . -75 +11%-11" Ir S 13" 101 13' 6 1/2' ;r 6I1r 7 1/Y 5 llr it 4 1 1 (HOP w--r � LESS Ir it, tr tr i3" Ir it 13` tr IV , (BOTTOM) Ir a 1/2` 13, Ir Tr 9' 13' 9" tO' 7 1/2' 13' a" 1 (BOTM) Ir it- tr Ir Ir 13, 13" 13' lb" lif 2 iT� Ir 5' tr D 1 - tr 6 1/2' Ir 6 1/2" 7 Ile 5 1/2' tr 4 1/2' 2 (TOP) !r tY tr it tr 13" 13, 1r Ir IW 2 (BOTTOM) it r Ir Ir it 9 1/2' 1r 9 I/Y 10 I 7 t/Y 1r 6 1/2' 2 (BOTTOM) F3` it" 1r 73• Tr 13• 13' Ir Ir IV 3 (TOP) 13' Y Ir 1r lr 9 ifY Ir 9 t/2". 10 1/2 7 llr Tr 6' 3 (TOP) 12 1/2-12 1/2 6 t(4' a :f4' 2 1/2'72 1/2. 6 3/4' 3 (BOTr(e) - - 1 2 / 2 t 6 1.4' J 6 i 4- / 1. 2 Ile Ile B !. - - $ Ile f 671 4` ! 3 BOTTOM (BOTTOM) 6' S` 8' 8" B" a' 8' 8 1/Y 7' r 4 1/2' 4 (TT:P) 7- r 8" b T!2" r 3 i/2" r #' 4 1/Y r b l/2` :2 1/r < (TOP) 6' 8" !1" - e _. 4 (BOTTOM) 8' - 8 1/2- - 8' - 0' - 5 1/2". - r - 4 (BOTTOM)' SS' 11` 13' /3' 13` Ir 13" 13` ,S` 12` 13' f0' S {TOP) Ir 6 if2' T3" tS Ir 9' 13' S' 10' 7 T/2' 1J` b` 5 (TOP) Tr 11' 13' 13- Ir Ir Ir tr 131 12' Ir to' 5 (BOTTOM) 137 7' 13' Ir AX 9 1/2` 13' 9 1f2" TO 1/2 7 I1r 13• Ir 5 (BDnOMIj is, it" is, Ir is, T3• 13' Ir Tr 12' tr to, 6 (/Ty��,�, IS' 6• 13, iG 1/2 Ir 4 Ile tr 6 1/2- 7 1/r 5 ,/Y ,r 4 1/2' 6 (TOP) _ - 6 Ile 6 1/4' 8 1/4'. 8 1/4" - - - - 6 1/#' 6 1/4- .6 MCTT ) - - 6 1/4" 6 1/4' 6 1/4• 6 1/4' 6 1/4" S 1/4- - - 8 1/4" 6 1/4' 6 (BOTT-- Ir ? I/r 13' 13- IF i0' 13• t0• it' 8` Ir 6 t/2' 1 ._ > TO r 8-W 13' 5' 13" 10 i ' Ir 6 1/Y 1J' a 1/ 7 1/2' 5 1/2' tr 4 1/2' 1 (TOP) 7,g'_6• TO 7`-r 13' 7 1/2• 1r 13• tr 10 1/2 13' 10 1/2 ll I1r 6' 13' r , (BOTTOM) Ir 6 1/2' Ir it it 9• 13, 9• Iw 7 1/Y Tr 6• 1 (WITON) it 7 Ile it 1 13, 1r IV Is- IT 11" a' 1 13" 6 Ile 2 (TOP) Ir 5' 13" 10 t/2 tr 6 1/2" Ir 5 I/Y 7 1/2` 5 1/2" H3' 4 1/2" 2 (TOP) 13' 7 :I1r 13" 13, 1r D 1 T3' IO 1!2 IL!tr e' 13- r 2 (BOTTOM) Ir ?• 13, tr IS' 9 1/2" Ir 9 Ile 10 1/2" 7 1/r tr 6 llr 2 (BOTTOM). 13" 7 Tf2". /3' 13- 13" 10 1/2• 13- tb Tf2: 1t Tf2 6" 1r :'6 Y 3 (TOP) Ir 7' 13, 13` Ir 9 $/2" 13" 9 1/2' 10 1/2 7 1/2' tr w 3 (TO') - 2 1/2-12 1/2 6 1/4. 8 1/4- 12 1/2' 6 1/4" - 1/4' 6 1/4- 3-(BOTTOM) - - 2 1/2 12 t/2. 6 1/4` 6 1/4- 12 1/2' 6 1/4'. - - 6 1/4' 6 1/4" 3 (80TTOM) 3 llr 9* a 7 1/2' e W 4 1/2' 5" 3 1/Y r r 4 (TLTP) 7" S' 8' S Tf2' 7' 3 1/2' 8' 4" 4 llr 3' 6 1/2': 2 1/r 4 (TOP) ...a B' - &. - 6' - 8". _ e. - (8OT7(AM) 6 f fY - r - a' - 5 Ile - 7- - 4 (BOTTOM) 7 Tf2' 73" 5r Ir t0 //2 1S' TO 1/2 1 f/ 6' 1r r 5 (TOP) 13' it it 9'tr r to' 7 1/2• 13" 6" (TOP) I 7 'Ir 13' tr Ir 0 1/2 tr 10 1/2 Tt t/2 a• 13' r 5 (Barme) WrE 13, 13' tr 9 1/Y IS• 9 I/T 10 I/2' 7 1/2' Ir 6' 5 (BOTTOM) 7 l/r 13` 13' 13` TO if 13- 10 1/2-PI 1/2 a` 13" r 6 (T } iJ" 73"13' 6 1/2' 7 1/2' 5 1/2` 13- 4 1/Y 6 (TOP) Tf4• B 1 4" 8 1f$" 8 1 4• - - - - 8 1 4 B 1/4 fi (B6T1.") 8 t 4" 6 Tf4` 8 t 4' 6 , 4• - _ - - - 6 9/4' 6 Ile 6 (BOR.4') $a SHUT I I FOR AN01m TYPE k Ilm" rimwfSTAUAmw Poo WOOD flow &ALDINm e LWOLW, AND" IPACIM AND MINIMUM W E 06TAROE ARE MICATED 5 9 ON TNCHEWE tE FOR .D. LESS THAN ODBa7ED ON SCHEDULE RE m NNGNBR SFAGI9 BY WATPLYNC. SFKNAC SOWN ON SC emu BY THE FO-Lft O FACTIAM F1Rt THIS OPERATION TO BE POSSIRL ROMEO SPACING ORTAN" USING FACRM SKALL NOT BE LEM THIN MAIM "CWD INDICATED FOR EACH ANCHOR TYPE ON 7HH 5xE 1/41W 1/4's 1/4•r 1/{'e TINT //4'W ANCHOR TOPE WPM tMrmrWs 6w1D-wnxL GwK-R MaRAW ANCHOR SPACINQ 01) 3 1 3 3 2'Jr 2 1/2 WWNDW"f 6E HMJ 3 31/r r 3 3'/T 3 00MANCLO A) ewai 9n. A 3 1/r 3 ,/A" A4'11M11. 13300E. AYMIMItW FA010R e SPACNGS ONLY VALID WHEN SPACER IS IISID. SEE T�.E 11 MR MAX. AS,D. DESIGN LOADS & MAX PAMRL LETM,THS WHEN SPACER �i IS USED, TABLE &I A AS.D. OEM LOW PANEL LEMON 40 PSF OR LESS W-B` > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-10` A MAX- PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W// SPACER AT 12 1/2- OX. 1G _ --�! +rmu 1LRCa xND. I L E C O EEBc. 24 GAGE GALVANIZED STEEL STORM PANEL DAAwI Br. GLOBAL PROTECTION PRODUCTS.r�7/ttso aME 4806 9.i. SI tRtIEEf 2D-175 T ala R QN MW, YUL1M1e:AFpW A 3n1W R,ii. a 01R Rat-:#Ie . F.: i1.O F»-Tsai DAMIE. FL, 33514 wgXE (R4)lgQ-764A TALC C%s)MQ-eN7 COMING NR INUALLATION, DETAILS FOR LiFE SAFETY PANEL INTO POURED CONCRETE OR CONCRETE BLOCK MUCTURES _...EXHSTINC POURED 1/4•0 TAP T-_ _ P011RE0 ac: CONCRETE OR ANCHOR O 9 D.C. T ETE 0R %11L CONCRETE BLOCK %/.}•.3Y�A CITE SLGCK --_ -- --- -[ I t ilt;4 ( IT. 1,,,,,i d ' \ . / Ll MAX. AS.D. MOMUM ANCHORS SPACING FOR E,D, - AS SHOWN ON SHEETS 6 & 7 APPUCABLE Mkx81UW MAX. AS.D.. MWIAtUM ANGFIDRS SPACNVG FOR E:D.. AS SWIOWN ON SHEETS 8 # 7 A4ALIGWBLE I I ' t' I = i f t 2 I - ( 1/2- 1 If DESIGN TO PANEL OESnW lOMAXIMUM i I 1 i I ' ( t ` 1 ja" Tf4,._-__ � ' T•/2" i/4T PANEL PRESSURE PANELtAATE PAFNELWTE & ANY LENGTIt _ RATING TAPCON UG SCREW WOOD Bi15FAN0 1' IW1WG TAPGOFN LAG SCREW PANEUAATE PANEtAUTE WOOD BUSHING k ANY 9` I ? ! r i ! I I - ( I I f L!2 E.D.• 1 E.D.i Air" PRESSURE (p.tt.) FEMALE ID PLUS TtON ( ) COMERAWON LEtlGitH i ! i I I ; I t S r ( -`- -_-� ; 7 t �' THEM (p.W,f,) iD.lA1.E PLATS OF THEW (n•) I lc : SS. BOLTS 1 111 13' 13' Tr 13' 13" w 1 tr 1S" it 13' 13' ,W (TOP) ? I I ! ' L d I I' 1f(lLSE2FOR PANEL L , i �� i 11 j II MAX 13' Ir t3' 13' 13" IRA (BOTTOM) Ir 13" 13' tr a` 1W (BOTTOM)�. OVFA T'-8IPANEL lE1FCtN81/2' B 1/2' 6 Tf2" B i/2' 8 ff2' (OOP) a lf2` 6 1/2' a 1/2' 6 t/2• fi Tf2` (tW') l I ! ', YRSTORM PANEL ! I i i 1 IRE /GULAR STORM PANEL t !! ' H II ( v p 1" Mln. i a` -a' O +40.0. -40.0 P•e+T• g 1 I"--"EPAPA 1 i p I B Tf4" 12 1/#' elf#• (IFO1T.") 5'--O' - 8 1/4" 12 4/2' 0'1/4' 2w (BDTT.') 5•-O" p i- i ! '� , 1.._ �_ )_.. '!.. ._-- I'__I _-_ -. _i -. _ ---_----. (wf NOWERAP AND PANEL LENGTH BOUT t 4•Q-28st• EXISR(JQ„p To GLASS, ,/4•.-2wr p , 4'A.2I,r i ----e 1 r p 1 OA' . ' ! 1 i t FP-: ., _ . _ •E - 1 , ., p-' - _. -' .. EMISTHt(G-#i GLASS ..: ....., aHx.15 w Ex{Sti 8' 8' 9` 6' - 3w (TOP) L� 7. 7 1/2 a 8" - GDP) LESS I ! - €. I LIFE. SAF£t1+STORM PANEL } >.,..� _..�:_ tuM wRAW4q. t I I....._ 6LVE H,xE Fw4L H .. _. r-e' O +BOA, -S4:O p,a,t (A,ASS 6._..___ W U' 0'T- a FA DIMS -. -I_.- I.._ ��k .. .. ._.._.__ _. {! ..... ' .. \wl-....._._..,.)._.._. _...L.- yI ° ( , ' (W/O OVERLAP MO PANEL LENGTH BW-TJ A �. i... t ...�._ d � .�..., !..._ 3 L �.__.__. - : Ii I wowaEN r-iry LEAbN tWTn r-a'} e e a 6 3W MOTI M1) 7 l/z' a 8 6 3w (arm) :...... _ 1 -.- >.. I t _. r -- - I t I p T3` (TOP) 13" 13' IS' f3" 13' W (iDP) -..-. - -,-...._r._. ._.- T . .. .w.,.,.,� .It ...__�--_, 1 _ i - V .._ �..�F_ _ 77 T +: , A i i ; A TINE 2 -w MIN. PANEL LENGTH I H s L' Max. 2' FM%. +48,-43 1S' 13 13' 13 13 MDITOM) +45.-45 1r 13' 13" 1r 13' 4W (BJnOLF) I i I ,)_-__.� 1/4'e-20x1` , \ _. }._. ___}__ ___F_ i____� �. ___�___} Ai Ali NOUILTMDS R-.. ._...._ -L-- I 13° 73" 13' t3' 8 t • N TO _ ' ! I , ' ! i AT EA. 7S W t '-_ i I S} - _T- SEE E LENS PANEL L LESS !2 GDP) +75, 75 13• tr 13, Ir to' iw (TOP I j - I I i0-.® ---_ - '- %{SEAE�ELEy ON (� I (SHE HEEYA p (SEE ELE 13' t3' 13' ,3' 8' 1w (BOTTOM) 13, it 1r 13" 6 ,ft` Iw (BOTTOM) 1 ; ! : I I : ` ON SHEET 12 R I SHEEN 12 .. I ON SFEI i , , I i I I Min• ....I . ) ) g /` Yln. H 8 1/2` 6 1/2' 6 1/2• 8 1/2" 6 Ilr (OOP) a 1/Y 5 1/2' 6 1/2' 6 1/2• 6 1/2' (TOP) tT.�} i \ra - � ' �f W 2 i u TOCIASS. I 1 p To - - 6 1/4" 12 1/2' 1 6 1/4' 2W (BDTT,') >5'-U` - - 6 1/4• 12 1/2' 6 1/4' 2W Isom.) _._. 4 1/z' S• 8 Tf2" b 1/2` - (T�) 145�4' 4 tJ2' S' I if2' 7 1/2` - JW (TIDA) 7*-S" I y ' I 1 ! 1 ; ,__ ' -, ,_ �_ � N 1 Llj } 1 4 f * 4 i 2' 7" r - SW (BOiiOA1) 5". 5 1/2' 6'. 8" - 3W tBoilTlN) i. I , 1_.__ t......._..,_.i. t : �.. i' __..�. - +•tl!, a_..,..^�_ .1._._._,1._.__L itt i t /•t f:`'1 ;. 10 1/2' 9 1/Y i2" 12" 4^ (TOP) 13, I2" iJ' ,3" 5 Tf2 MP) d.�._,_T,-„-,. :I `�."� ._...�T__.-_i•-., 1........•.)...._..�,.�_-.... " ..__. € -r-��--r' jam- ,I -��-.-...- {�-- 1 R i y, j i -/`: T. i. , i i '� ,s" , e �"` H 4�f I ' 3• 8 i 2` Sw tr Ir 13` 13" i0• Nw --f. _. L......»-f-...,_-# -- >- --__"p'.--j`-I--2-'-l-i'--- _!.._.___ '__,.-.'_'' -- `---r-•Y••.•t--.•,. '-?__-_"_-___`-'_S'-....'_¢--^ ., ,--)'---i 8' ( e.O* I A."Fi 13 13 13 1 f (BOTTOM) (60TIOId). 4i. i i 4 s t , i s : -.i} NGiCSas A7'srD'b_. ! I + SEE TABLE }II FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 8 4 SEE TABLE r1 FOR %W. A.S.D. DESIGN LIDS & MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 SABLE !1 A A.S.D. DEStSNt LOAD MAXIMILM PA LENGTH 40 PSF OR LESS 6'-B' > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSF W-10" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE fpWX ID OR PANEL MATE PLUS ANCHORS & W/ M SPAQMNB NQ2 1/2' O.C. Ile MAX. O STORM PANEL. PANEL n RIGHT PANEL IA/13, R-3A/14, R-1 8/13, R-28/11 R-38/14, -2AW/15. R-3AW/16. R-1810/15, R•-20w/15, R•-3800/16. (SEE SECTIONS & ALTERNATPAS ON SHEETS 13, 14, 15 k16)------------------ I IFE SAFETY STORM PANEL 0) ELEVATION (t) 2.88r SCALE 1/4•.I" (AWL CYEraWHO AP -1 LE WLLE\) !( } 3' t INSTALLATIONS ONLY VALID FOR WIND 1" MW,i SPEED UP TO 170 mp.h. -� 1/4` MAX, GAP H LIFIE PANEL ' # � FLORIDA BUILDING CODE Non Hl h WN1IcI mu can* torte EXTERIOR�tN" SEO.I:j0 A -A SCALE 1/4"<1• �ORIOA : •' ,..�y� Y�- N m,Eov. M iL E C O 1uc. TILT E � w. w&. ,QWwI aaaart n .n�,: F,.., �+sw .I,_ Fr.(�g e,-,p, 24 GAGE GALVANIZED STEEL STORM PANEL FX DBNN 6r. GLOBAL PROTECTION PRODUCTS, LLC. 46IM Si. St 614 PIagS (454jE19-7eM nQl: ro54�-62Wr OM-71 n. FAA, om: 20-175 P,E. S6WJROlQIM[/DIJE r,r W,. 'MOLTER AImIJn. FE Doomm w,HhfD0W714 Alx w wweir I:es ,WL w eere. mI I. LRd3 12 a tW SEE gNEEEs ib. & 16 FOR ANORM AIFCIFDR 711L 1/4S TAPaN TYPE R SPACING FOR INSTALLATIONS WRO WOOD flow "Dow. MWaNUM ANCHOR SPAONOS mo MINIMUM HaAEpHN AFI0k1R MAAWI9 OW " 3 4 'Cs1wQ4 QAJ aeTUNrst1A1 RaeN Wre4 B4) 3 EDaE INSTANCE ARE INOrA11D ON TIES SCHEOUE FOR ED. LESS naN IDEATED ON SC 4MU REDUCE ANODE SPACeD _ 3 In, M7AflPLTm SPADING 9FOWw ON ByTHE FOLLOWING FACT01m FOR Im OPEAlom TO BE FILE, mum. ow womor M FA"SCHEDULE f 1/2' atl REDUCED Wkwm WALED UBRD FACTOR SA" HOT BE LESS THAN r asO WAILAI S/ACNG ma"TED FOR EACH ANCHOR TYPE asTINS SCHEDULL ' Eo MS TAPOON R O 9` O.C. POURED CONCRETE OR E EILOCk REOUIRED. SECTION R-2A e REGULAR PANELS WAUi. MOUNTINGS .FH7NHFr _ SCALE 3/B.Y O N Cl) -Cu O N +. U O Q O cu 0 Cu O O Q o W M O O -F--A IL ;.I._ Cu O ^O^'' 42 O ^ F -0 .a vJ Q ( 0 V > W d 0 t c 6vwN m y,c W N >= d N c as > ■- � Nv C C cu w. Q U Co Cc d tit d a>i c fJ7 • d "® E Ev o 4..1 O 4F.. PPNp INSTALLATION Q SAFETY, QUAILS FOR LIFE SAFEL nINSTALLATION DETAILS FOR LIFE SAF,Egt PANEL 6)I T RES INTO WOOD STRUCTURES INTO W000 STRUCTURES INTO POURED CONCRETE OR CONCRETE BLOCK_ STRUCTURES CT.1�_ POURED 1/t! TAPCON mm POURED h '- ANOHOH O 9" O.C. OR ANCHOR O 9 O.C. t CONCRETE OR I _HEADER - wpy0 HEADER MEAGER 11 IEAQER ) % CONCRETE BLOCK !. CONCRETE BLOCI( IRED OUNiED HEADER _„ �WppD HEADER REQUIlt O. R£(AIREO. i . 3{ a t UIREO �,- �, Tff6lRRffi Cn }O -_4s9�� t 4Y TAPCON 1/4"i :ACT , 4"F TAPCON I 1 4"Y TMCGN O 9' O.C. CNDR O. 9` O,G. i O 9' O.C. e 1 4"i TAPCON 1 4'9 TAPCON (f ,...T,rry"} �.{/�•�� ! �,�g /p t }! 11FX2 O 9' O:C, l y !M B` O.C, If4, ,/2' 1/4• MAXi V \ l! f t ! -Beer p4) (/ l� f (� 1/2 'Tf4• 1 1/<" 1 ,if 4, t 1/2•1/4' �^ MAX. s / /2. i Tf 4 v J / Y 6 I 4 F 29xr N 7D TRAss: _4. tan' i cu £%OS'RNr 9 .� 1` ea36 w,6� ,�. _ sB, eam If i 6 1 ,14w0a1r I p !_ i/C.-mn• R I i N 1 GLASS AI B, rANM _... v..-._ - s.1._...... W EAw C N I eDLT3 N I i E1 II T tw ,.� •r-3axt I _ OUS7INSwA I ND-k. 6 - t GG •'�f. 3a eadvA" I g - ._.-"�/k,-----. _ ..: aw. ExiBTI I _ . Tt4 n ( CUSS R . /__y,_._.. _.___ f N.._._-.� R-_:---yA'-:- _ WEAL tT N I N GV35 _._. W Dt EXST G 1 n_- �I...___ I E7w"i r 1 GLASS N •'r BDtTS r p t 1 R° iliac u__ r .._ , v MAX. - N _ 1 H ..�.. _ _ 1 l 6sE IM ANWL N H N I 1 I WAS•: g ./ _..t.._,_. I p 1 rBNmx atlF Y•r! faA4S N PANEL LENGTH R-._=-'-=`- '_ .T---- L3' Ti1N+3 LIIiOTH k H9+WN OAR r-4i i x tl 1 M. ta9F 7-4 } � R ----H- ---- i rw Av6L 7 . CL (SEE L LENGTH 6 1 ON SFNf7A1 1 f I EL MAX 6 I , N I ( EL MEN. - ._..._- WA'`S E 1" WTI. I 4N SHEET 7O 9 g-•-"'- 6. PANEL LENGTH N Nq ,L PANEL LENGTH 11 I R I t" I.W. 9 p � � "EL Max. N 1 (SEE HIEEt 2) U 1 7 {SEE EEET 12) II `EL MAX. PANEL LENDiH 1 - N 1 ' (SEE ELEVAI'Osl B 1 ) u I( N� (SEEvAtwH N TO GLASS. 11�- I PANEL LENGTH ON SHEET 72 i PAWL LENGTH 6 1 ON 9f#ET / N 1 PANEL LENGTH R'- 6`CL If TO ARA _ SEE H ET 12) n L I (SEE E3EYATRRI p 1 B L/2 a- I % 11 L ON MEET 12) G T I N T ON SHEET iz} Y 1 E j ON SHEET 12) u 1 ON SHEET iz) 6 L{ To GLASS. - 2'ltpN..._. q 1 1 70 WAffi. .1 -E;t N N F°fAn. 1 i I�'•--SEPApATKki I I A r WTI. H 1 „}.i L..d I g. I N - T 1 N•-SEPAR47KRF--- -r I. f Ll2 p Tft GLASS. /� i 4;J E, u GEAfiS, 1 I �H•_-gEpA7 ,.. i $" C9 iO i �..ti 1 DUST"op l EXISTING Paut3EOi I f 1 •12 , r f a ,2 Jr 1 I F r T 1 I Lfz CONCRETE ,Y 1 -. CONCRETE OR r FA l 1 L. •} CONCRETE BLOCK ` _ CONCRETE BLOCK I" j I aC i E i tK I EO. i *'.•1E`� ° �. i ...Y EOL REQUIRED. j I t? REaATtEO. i RD'arm} i -.�� Ep• t I ) I H i = i i i • +x ,H'aO. £'O. "II : 1•-,w. 4• r Eo. `.. .i t i a M t!P I w_..I EG. ^.�. 1 i s tt I„Er a,: O LID. -! f 11 I rx+. WM- I; i �32�y16y/p,I L 77 ! 1: �fff i i S REQUIRED I t I V 4 i TE a 12 ,J2" 4.e. 2 a4' 1 WOO,Q , I /.� 1 4'i PAN0.M1A1E PSECTI 1 4'4 FANELMATE 1 I'. 1 '4 t# 6 TAPL,'OFk ( i 1 4"W TAFf`AR ; 1 4`W TAPCOH 2'A4" I r 1 Id W-D--)I--E- 1 i 2"x4" '_ ANdiOR O 12 O,C. ANCHOR (BEYOND} 7 i; ANCHOR O 9' D.G. 1 AN'CWOR O 9" O,C. S - ANCNOW O 4' o.C. PLATE - } l 1 If 9 4 P TAPCON OUII?ED 9 W9 {{ '., NEtIRW ` ' I ! STA(.YF'ERED W/ STUD } # 57A1'�#HE0 ie/ sm ,., � i T�0u1RE0 � d � : -✓ } I t � - .-,/ ' 1f4'e PANELWAT£ PLUS *�-. 1 7 4 W PA4ELMATE PLUS \ I S. I! ( 1 1 ' ANCFHOR O 9" O:C: e WALL MOUNTINGS i wow ' fHOR 0 12 tl2' O.C. L ANCHOR Y Tz r!z" D.c. SCALE 3/8-1` U'rE SEE AIXETS 13 a 16 FOR ANCHM TYPE k SPACM FOR _ �q NSIAE19" NM WOOD FRAME BUILDINGS L REW11RE0 ✓''-•-' REOINRED i ; E� i, i '1 } 1 A , ■ (� MINIMUM ANCHOR SPACM AND IOWAN EDOE DISTANCE - t ARE NiMMM ON THIN 90111KAL MR LM U3$ 7FMNcu WDDATED OF SCF EmE REOHCE ANCHOR SPAaD BY ALM - - MtILON.YDHC SPACfO SHOWN ON SCHUX)LE BY THE u FOLLOWED FACTORS FOR TINS OPERATION TO BE POSSIBLE, - pyy�ylppTlVE R- E„o,Q - RE}XIOED SPACING OBTAINED USM FACTOR SIHLL HOT BE P m O MPMA - HM11H1NNNur TYPE ON THIS SCHEDULE. ,M11yttHIEANH T! AFArAAH OUNTINGS - "Run YI &L MI�,�[�NGS WALL_ MOUNTINGS ,,�R TUMSin 00 T ISSCHE UVICLE. a WNOCATED FOR EMWI'ANCFDX NI. ,N, Wi TINT` '• 9l -1� A Tt S(•xE 3ln•,` SCALE 3/B.1' J�'s LJ.I MMipAi aIK11OP ePACWa tW, TA'QW EM 3✓C!� ,11►?�^ 'CEO• ".; ' `` FLORIDA BUILDING CODE Nan High VelocityKu can* Zone `: DENS � a FLORIDA BUILDING CODE Non High Ve10c51y NMFricane Zone g D.44167 FLORIDA BUILDING CODE NDn High Velocity Hiss cons Zono •wrwe,Fx �+•'� t}W 3 3 L - 42020 milm 1Na - FF. 1tltaAW: Tk : * aam IE'IOTa O,mM1aW:ar Gme t1 N1m B,J 3 3 ,n 3 * * * _ °tea TWiFDa We 24 DACE GALVANIZED STEEL STOIB4 PANE! r'•a, _ . 44167 24 GAME GALVANIZED STEEL STORM PANEL 24 GAGE GALVANIZED STEEL STORM PANELWAIIII all. Q 1. INSTALLATION ARE ONLY VALID FOR A.S.D.. DESIGN *. = _ -^ U' t. INSTALLATION ARE ONLY YAUD FOR MO. A.S.D. Z'a'.ATE M IE,'_C O EON:. AL PROTECTION PRODUCTS, U.G. DINE: AEaInL emc ooFEx Gray FWCIDR = 07/2T/]OM PRESSURE RATINGS (p.s.1 AND PANEL LENGTHS AS =* .. INXIIALPROTECTION PRODUCTS, U.C, °Tn', �.� F w/n/mo Z 'QO-. STATE ) _ * DESIGN PRESSURE RATINGS (ps.t) AND PANEL $ O'• LOR �- z lr, 'QAIO R I IMc. L PROTECTION PRODUCTS. LLC, aTE PER ELEVATION ON SHEET 71. STATE Ili.IECO ENc. - LENGTHS AS PER ELEVATION ON SHEET 12. 2 t/2' T Da1 - 9,A •••, •..•• ` a -- co Moo S.W. 61 i:iif6if �}, • k. tH101 - ixNaAw•T h S/ �� Ixltr IEei1Na k N6 1x1E6'AWY sax 9:w. SI 6nw 2, FDR NEW WOOD FRAME WNSTRl1Cn0N• wDDD. y'' MOW 9.a. 6, sOEF7 � / /ONAL F� \ j Mr R r Me YATFr awWex R n,R uAw R 3vt4 20-175 MEMBERS TO BE SOUTHERN PoNE No 2, W SPEGFIC OF OR1O ,. Z AAZ43 xa a1w a r aw WOM wos a 13 4W ONME rL 33314 20-175 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD 4ir F ONAI / yvit7 Aa 31Q R W Apt wrw wow L MINT OWE' n. 33314 20-175 Z 3• Im IH % n.. ,LINO nt-14T3 . FIN . aref g4•:xAf P1KtL` i�4)6GW-73kL Our. (m4)WtR-67e7 f ,... 4`` w.., . Re0 ao-,aw Fe , pw m-tLTt PFEd�r ( 4j8NW-75t6, PAK: (mQ1tB�6)Q7 MEMBERS TO DE SOUTHERN PINE No 2.. wf SPECIFY.' NFNNNiNEal' ( Is.., f !'�N m-wo . A.: PMJ mmiu PHaE (Q6+ F381S: EAx: (NM •nm Bnt oPWB+a a Ne DRAWHG w: DENS" OF 0.55 OR EQUAL, ox am7» wx r. ,s,.r. „a w r ....r ..L DwM1MF Na ..- - • TtRw/DA:E , fa W PE.:SELLJtarNiMliE NWLTEB A Jr..Pi. Ms NLTt r..rw w.r . ,os.m. a. M.. DENSITY OF 0.55 OR EQUAL. 1j`l 'r ..�..� y_ rx,. rrlr, rW ,. wrw, '-"""""""' air - ' PE SFNf9O✓ti7EAFE/EMiE VW SER !4 143tf ,k.. PE pP WI[LT 14 M iW AFEn WN, A .k., T , Sl9iT IO M IRA ffIT t iF•f x. 6FIdi T6 Or'. �I a SHEET NO. SH 1A /01118 *EaZ'1 ANCHORS -(SEE SECTION EZI A; ALTIERNATIVE EZIW ON SHEEr 18Y _7T_ MU'! (SEE _(DSEE NOTE: 2) -OW4 F(P NOTE 21 '14 ELM /IS'# ALUMINUM 3 RWET LAST PANELCD TO 13E INSTALLED AT EACH OPENING SHALL ALWAYS BE 1/2. 6 OLE TO FACILITATE INSTAUATION PROVIDED W/ REAR MAN IF INTENDED 1 1 TO BE INSTALUD FROM INSIDE OF STRUCTURE. i I E-d L 02 0-1 PER J N9= (TYR.) 56X (END --f7-T-, -T-n OF "L' DEMn aERIES 2000- E-Z HANG STORM PANEL. SYSTEM PANEL) jNTiR6R jlNITiRIOR PANEL) (INTERIOR EL) (ENO PANEL) W. CONSISTING OF PANEL + CDnt. TRACK$ TOP & SEE NOTES 2, 3, 4 SEE NOTES 2. 3. 4 (2). END PANFLS SHALL ALWW .11E LCONNECTED 10 BOTTOM TRACK OTHERWISE A STOP E� PROVIDED TOP OF SUCH AT EL LEND PANELS. IN 4-1 40.0 pxJ. Z, (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST Of' 1/4"V-20X3/4' M.S. W/ 7/8100/32" WING NUT OR 1/4'ox3/;4 W-. THUMBSCREW INTO TAPPED BOTTOM TRACK. AnON FASTENERS MAY BE AT EITHER OF TWO LOC EXTERIOR FLAT FIANGM OF END PANEL. L (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM MAX TRACK (im. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO MZITTL=111 1 11 n I PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS IN SUCH CASE, C09NE '-w ;� I L INDICATED ON NOTE (3) CTION OF L Tit L I PANELS TO BOTTOM OCCUR AT ANY PANEL LOCATION. s: vwz H'L= M. t INSTALLATIONS ONLY VAUD FOR WIND NOTE 3 TE ANCHORS SPEED UP TO 770 m.p.h. (SEE SECTION ED & ALTERNATIVE EZIW IN SWEET EZI/18, EZIW/18 TYPIC L ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL SY5TEM (t) SCALE: 3/32'-l' 2.587*(M CNOW 4/4' M GAP ,mmvd a 7 77`7 7 MAX. GOP SECTION A -A SCALE: 3/32'-!' EN FLORIDA BUILDING CODE (Non High Velocity Hu cane Zono%l -2M TLT= W. 24 SAGE GALVANIZED STEEL STORM PANEL .44167 DAxv m IL E C 0 mom PROTECTION PRODUCTS, LLC. STATE 0 INC. 4800 &W, 51 STREET 2D-175 00"M ft .%of" U N PAf, CA-0000119 SeN4rUaEVUuX - WALTER A. yxi 3, 111111111100111' ENGINEERING ENC31NEERINC3 EXPRESS* PRODUCT EVALUATION REPORT September 15, 2020 AppleartionNumber 17W9.1-R2 EX Project Number. 20-31543 Product Manufacturer. AD American Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach. Fl. 33409 Product Name & Description: 24go Galvanized Steel Storm Panels Large N%sft Impact Resistant Scope of Evaluation. - This Product Evatuation Report Is beling issued in accordance with the requirements of the Florida Department of Busiriess and Professional Regulation (Florku Building Commission) Rule Chapter 61G20-3.005 ' FAC., for statewide acceptance per Method I (d)� The product noted above has bow Wed andW evaluated as summedzed herein to show Compliance with Uns Florida Building Code Seventh Edition (2020) and Is, for the purpose Intended, at least equivalent to that required by the Code. Re-evelustion of this product "I be required following partment Florida Bulkling Code modifications or revisions. Substantiating Daft: . PRODUCT EVALUATION DOCUMENTS EX drawing #20-31543 tided 124ge Galvanized Steel Storm Panels (FFVHZ & Non44VHZ), shoeh; 1-5, prepared by Engineering Express, signed & sealed by Frank Bermardo. P.E. Is an Integral part of this Evaluation Report, . TEST REPORTS Uniform static structural performance has been tested in accordance with TAS = test standerds per last report(s) *STASG-1 7-001 by Blocilwater Testing, Inc. Large missile impact resistance and cycle loading performance has been tested in accordance with TAB 201 and TAB 203 test standards per test report(s) OST-ASG-17-001 by Blackwater Testing, Inc. . STRUCTURAL ENGWEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative amYor rational analysis to qually the following design Criteria: 1. Maximum Allowable Elpens 2. Minimum Allowable Spans 3. Minimum Glen Separation 4. Anchor Spacing 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAH@ : NGtNEE4INGFXPRESS.CCM r ENGIP4EfRI HIS EXPRESS. CON �'ENGINEERING Page 2 of 2 All American Shutters and Cilass - 24ga CWvanized Sted Storm Panels No 33% increase In allowable stress has been used In the design of this product. Separation from glazing is not required for Installations outside of wind zone 4 and essential facilities. Impact Resistance: Large Impact Resistance has been demonstrated as owdonoed in previously Rated test report(s), and Is accounted for In the engineering design of this product. fflnd Load Resistance This product has been designed to resist wind loads as Indicated in the open schedule(s) on the respective Product Evaluation Document li.e. engineering drawing). InstallatIon This product shall be installed In Strict complance with its respective Product Evaluation Document 0.0. engineering drawing), along with all components Rated therein. Product components shall be of the material specified in that product's respective Product Evaluation Document O.e. engineering drawing). Limitations & Conditions of Use: Uss Of this product shall be In *let accordance with the respective Product Evaluation Document O.e. engineering drawing) as noted herain. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed In this products respective anchor schedule, Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a afte-spectfic basis by a registered professional engineer. All components which are permanently Installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, wis, .1, Frank Hermardo, PE ENGINEERING EXPRESO #PL-0046549 I Cert. Auth. 9885 160 SIN 1ZIN AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAMOENrINEERINOEXPRESS.COM ENGINEERING EXPRESS �COM ,INE- HI - t1_0 %I rn w T� U r Z v 0 VE'v, 'Lai" F� ils a \0 U) "I MENEM C MIK/TLOO R PIOUNT SDCTIDN V'14, 011 11� g", - 1 2 P11.1- Ll 11 C I-- M". koloW.R. r LU t A -4- - n PM =:U1 F is "YEL 111411�. T 20-3154.1 ==LV 11 INSIALLOON DETAIU FOR SERIES ZQQQ E-Z HANG STQRM EMEL IN eOURED CONCRETE, ONCREIE RLQCK AND WQQD STRYOURES j1EO "0 TAPDON _V4 CONCRETE BLOCK ANCHOR 0 12, D.C. REQUIRED. 1/4-0 TAPCON 14.1* NEX HEAD TEX aAD It 14.1* HEX HEM TEK GO 9WIF FROW ANCHOR 0 12* D.C. SCREW Off FROM SCREW 964- EDGE OF EDGE OF -48 9 9 // jL rmal k76C 1/2* AIR F to GLASS� OLAS& M CLASS 4UMINUM POP RNET NUM POP RIVET W-O* -Cr $45, Won; MAX. VAX ff a PANEL LENGTH DOLTS PANEL LENGTH I A I it 1- 4'0-20.2' 4-50"'A 0---SEPAPATON- THLL13SCREV 1 1. LZ- i R TO GLASS OF."C 0 ellk-20W UM13SCREW It It Emil- 7 TAPOON ANCHOR 0 12* oc N 114'0 TAM- 2'94' WOOD POURED RETE OR 'j_PUQE AMUM CONCRETE BLOCK SCALE 3/8-l' SCALE 3/8-1' FLORIDA BUILDING CODE (Non High Velocity Ku one Zone) MIN. PANEL,LVIGTHI o.441 24 GAM GAILVANW STEEL STORM PANEL 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DES" SMALL BE 2 _6" PRESSURE RAT04 +/- 40.0 p.a.f. AND 6'-0' MAX STATE C. GLOUL PRMCTION PRDOUCT% U.C. PAWL LENGTH. ALORM / 11LIECOli. 40M S.V, STREIT 2, FOR NEW WOOO FRAME CONSIRUCTION: WOOD 33314 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC Ixo4)oao_j'W DENSITY OF 0.55 OR EQUAL Mom T$"an is or is ALL AMERICAN SHUTTERS AND GLASS i 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PERP. TO PANEL SP�)� TOP MOUrrr (CONN ryp T AS HE SECTIONS YPE , 12,D) PLAN VIEW r V R �9 BOTTOM MOUNT ICON N TYPE ASJ REQD) MAY BE AT TYPICAL VERTICAL MOU&NDTOTTALEVATION N.TS. ELEVATION TOP M04NT Lrn�x (CONN TYPE AS REQ`D) [SP ABOVE STROCTION) BOTTOM FIC110.11NIT111 AS REQ-D) D _03STRU (LCCAn 2 L Umax BOTTOM MOUNT (CONN-/ TYPE AS REQ�D) (SPAN BELOW OBSTRUCTION) FPANELS MAY BE NOTCHED AS REQUIRED, OPTJONALY�--20 STITCH BOLTS WITH WASHEIIED PROVIDED THAT cDNNEcr'c_ AND AN Hr11 I SATISFY E 1111,�,V WINGNQTS FASTENED @ SPANCS a BELO jIUCTION III OVERLAPS 0 MIDSMAN (USE �PRIATE 5PAPI TABLE) VERTICAL MOUNT ELEVATION /-2'\ (NOTCHED PANELS) N.TS. \,I ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANELSEPAPATION FROM GLASS IHVHL WIND ZONE 4 & ESSENTIAL FACLMFS) DESIGN A" ABUL INSTALLATIONS LESS INSTAUATONSGREATER PRESSURE SPANW�L-) THAN 30' AOOVEGRAOE: THAN3VABOV11GRADE IPSFJ INS 1302 In 6.06 In 1 '01" 6,06 IN In 6.0610 In ��09 I. $9.8 in 6A] In 217211) 36A 6,12 In 2.90 in !n b 6.13 In NEU, :�FAN bLhtL)LJLt NU I tb; 1. ENTER SPAN SCHE LILIES WITH NEGATIVE DESIGN LOAD & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LEM THAN OR EQUAL TO NEGATIVE DESIGN LOADS. Z� 'PANEL FASTENEW ARE STUDS USED IN CON)UNCTION WITH ALL MOUNTING EXTRUSIONS (-F-TRACK, STUDDED ANGLE, ETC.). USE C25' O.C� PANEL FASTENER SPACINGTABUE VALUES FOR ALL �W- AND 'U-HIROI (INCLUDING SU[UO OUT CDNCTIIOftS). 3. ACCEPTABLE, 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETEF04INE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED, 2 - SCHEDULE IS REQUIRED MR USE WITH POSITIVE LORDS ONILY� INTERFOLATION BETWEEN LOADS IS ACCEPTASM OTHERWISE USE Nex-T HIGHER UOAD� 3. FOR I STALLATIONS OUTSIDE OF Tfff� HVHZ AND OUTSIDE OF ESSENTIAL IS FACILITIES IN ASM WIND ZONES I THROUGH 3, THE GLASS SEPARAItION SO4EDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REEWRED. TION A MAT VARY) �9,,, "0410=111 Ity -1 41 1-�'__ - Nv'ic MAXIMUM ALLOWABLE ;_ " T= T= T= T= DESIGN PRESSURES: FS -- IN DE5iGNj DESIGN NOTES: I 5TEDULES NEGATIVE PRESSURES CALCULATED POSITIVE AND M516N FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN.A�,CORDAPICE WITH THE SFT"EEPRNI"NrD,F'�IOR'SS,r'4'CE P'3L UP EME S NTAPOC114PTER 5 IJL 'M 4E 4 RDA �,4 HIASCE 1609 or T1 FTLHO�MII&IrITI C C' I SlAft I E; LESS THAN IIE OR NIEGA I, To TIVE '.1, All P REW E qPjACI 11,1 TeD HEREIN FOR ANY �ALUES LIF R ASSEMBLY A E., 14 GEN ERAL. NOTES: THMSPECIFlICATICH HAS'BEEN DE516NED AND SHALL BE FABRICATE HAS BEEN USED IN THE OJECT SHALL Re RESPONSIBLE FO THIS DESIGN WHIN AKTOR, GSH� Be R UIR D IN SPANS CONTAKEO PAN CALCULATIONS AS 1 .015 - P RO=E VIONS OIFF9RtNT FROM NEERORFLEG15TE D 3� TS FOR use IN A ON MAXIMUM TESTED -RADE 3 %1kLESSAOTED IN OIKUN ASSOCIATMUr ,�AL CODES. 014- U.11 An-1-11,N"ISAILPY, X: - N�GVD AS �LD CC RTICALLY OR EMSEDDE07V MANCHORS PER -------- J - --- 4 TICES BEYOND THAT 5 . MOM FONAL INIS DIXUMFHT 1114UM OF (t) LABEL 4ATI.N: VISIT ECALC.l0I r.1 � e ral I WAR �V=9� OWABLE SPAN SCHEDULE �V=9� OWABLE SPAN SCHEDULE TOP MOUNIT' V 0' T Zr ZC 1 25- 1 2r, 2T W Zr 20" 0' Cr 0' 23' 2-e 2F 2r Zr a" _R4 .L 2C 2r 2r bZ&*LrH"d. T U' 0` 2r Ze 25r ZZ 2,r 7 24" Zr 20' NS&ERW-Mak _29- 2r 2r 11- 37 31� It' = 2r 30' T1 _3F WkbW;Zck 2V 24- 2,r� 3V 4r 5F _2F _4F _2F 4r 30` BY a zr IF W ST -SF 5F 3F W -W 9F -51-^ W- AnoW WoU M�ftO I 2r 27" 2r 11" 2r 3T 11' 20' 22' 1 29' 1 11� I 4r 30' 53* -(r kr::�E 2r 2r Do lia 11, 57 2V I V -91 Ir 1 Sw zr so- it- 1 Sy -at:. 1 1 2, No Sr�wrm W ctss is "W"o W"'Wet, LfumI Is 0�1" "'N �T NMW FOR Am"'PIVE 14 ca.wmnok 040va. 3, VOL O.M*" "WINED Pon � Wtc= MOURnS IN YA" �� .1,"e SMII OWSURtS ARE NO USED "Th SUILOGUT �IOUNT!145 CONI RNIVIOD SITARX4100 MOR OtASS SHIAU BE PEA DIFtAIL'P 4. TAOLE PIPLIS TO SOT14 220 WTH 09 WnIlOUT STITtIH P00S) AND 2444 PAASLS, IS WTA MTH MU fAST09IRS 0 L2 � OR &AS'0.0 S. "NEVS MY WAN X. MINIftm USING Due (17 OF Tee OFTIOUN, TOP OR BOTTOM CLOSUPES M ORNING rPft OFFAIL'It'). USING MY PIOUNTING COMMON SfOM IN MASS DRAIMINUS OPTIONAL INTERIOR FASTENING DETAIL N.T.S. E04M NIWAJ QPTIONAL EGRESS PANEL DETAIL M I.,. FASTENING T 4 W-F W R XM� Uj An W1 094" .1.250, 1--2.250' 5 ' D 2.25T _%071'; 0.094 .625 III GA Z V.094" TYPI 094' �4 y.iw-J TYP T �;03 .062 a :�_o O� "0.125"J� ,OOj;, J_ ER 0.062 -4 2.000- 2.000. TYP. 2. 2 .51 1250 0 4' I -A _4 'A 071114 '."' 1 _2" �.JZD. @MILD.OUT 'U" HEADER MAN. 0 3131, (13 6.5 - 7 _T 0-C 11 0.0501 12�50V'RANEL COVERAGE .-ING 27TT D"!L� '_ 4 DIUCTION F7TT __j=rTT - E%. ___j T- �E 01E01, ��_Ooqv' j� .,Zp _NA1,1 0 101Y T-7-1 TY P. TYP. 0 .710' RoAls, XvYhU WAM 0 3% ERSED 25" MAX. 3,82er OVERLAP MAX. MAX. .2v I-Ew. MIN. -UIEftCL5S�DFTKL EMBED mounT cLoSuRJ5 DuAli. ANCHOR SPACING SCHEDULE: 24GAUGEFANELS; PANELFASrENERSO 12.5*0.C, MW fflo MM 10 lll� a W11, "/// W/40 F%01 Y, V////// �0111A WIRV001 FIMM ww� �I�K.40111%1 YKI��/` M BUILD -OUT DISTANCE 11 W -11 U. H" .1", E 0 Z M AS, LU M" DeSIGN ANCHOR rRZMR9 Typo (FSFI "'AN ,, �-w CON it Type CZ - C4 CI Z �3 C4 CI C3 C4 V,1-.2-EMSIEO 4t 48 SZ LLS" 16.vi 16.0� I0.S1 12,9'jt�L 16IO'k 7I5H 12aYl 16lo" 16l0tk 6i7kL 5" -WInW S.." ILI" 1I.C" S.I" �2'1. 10�.. .'� SM., 12�5' 16,0" 16.0- 7.5" 12,F' 1$.0" 14,7" 6.0- 12,5" 16.0- 14.7" 6.0" LIS: L� " ISO" .6.0- 'Ca' 14.7- 6.9' 6,0' t�.V' 1Z.5" 16.0" L4.1 0: 14. :: :. 12.5'� I 0 t4.7" S "I , a- �4,7-1 ..Q" 111. t 112- OISID 33 1-100. S-11 4 48 72 125' 16,9' 16.0" 10.1- 12,5' 1r.0" 12A" 7.0" 12.5" 16.0" 10�8" 6.2" 7- S.G., LLF' 16,0" SO' 84" 5.6- It 125- IS 16.0-� 9.6�' 5.6", t2,5- 12.59 9.e 56- XED' 9_0- SE:! 1&0" S.6 3/4". I-JA'DMhM 31 TAP GRIP 't�' 41 41 52 T2 t2s, Ic 1. 11. IZ5P 16.D" 101.2" 16.0' 9.Z" EM E ISO, n.311 IZ,57' 16.0" 9,Z 12,5" 1� jj�L 16.9' ILA- 14�9 16.01� _L 16.011 JOSIL c, B" 12.5!1 1 .51, 16.& 16.01. �_111, I Ell= .11 P11 11.1. WWD BUSHING 48 52 7Z L2�5- , 1Z1511 15151. Z, 51, 36.01, 01 11.6' 154' S. 6, Z,k, Ll. ti.w. 14,2" S.5�. S, m!; ..25" i��V' 4.7" IS;Iv, i2j" ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES 70 ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES 1111111MUM ALLOWABLE ANCHOR SPACING, MAXIMUMALLOWABLE SPANS AND PRESSURES INDICATED IN 11. SCHEDULE SHALL APPLY. ENTER ANCHOR 5CHEDU LE BASED ON PANEL FASTENER SPACING, TH E EXISTING STRUCTURE �ATERI ' LZON UTTER AND SffLECTSRAN GREATER THAN OR EQUAL TO 8H U17FA. SPAALSEUECT C ECTION TYPE 6 "PANE FASTENEREV ARE MOB USED IN CONIUNCTION WITH ALL MOUNTING EXTRUSIONS I,.:F.�TRACK'L �UDOED ANGLE, ETC.), USEE.25"O.C, PANEL FA57ENER SPACING TABLE! VALUES FOR 5 ALL"H'-AN U--HEADERS (INCLUDING BUILDOUT CONDITIONS). 4 , ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTLikERS'RECOMRENDATIt)W.. 51 HOLLOW 5LQQK HOST STRUCTURE SHALL CONFORM TO ASTIM C90 BLOCK TO TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDECLOSURE PIECES. le. WHERE ANCHORS FASTEN To NARROW FACE OF STUD FRAMING, FASTENER SHALL BE L=TED I CENTER OF NOMINAL 2" X 4' (MIN.) WOOD�bTU D Iy, - EDGE D167ANCE IS ACCEPTABLE FM WOOD FRAMING]i, WOOD STUD SHALL BE 'SOUTHERN PIN E" G-0.55 OR GREATER DENSITY, LAO SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD, It. REMOVABLE AWJK)kS ARE: DEWALT PANELMATE, ALL -POINTS SOLIO-5ET & BRASS BUSHING, 12. MACJ-(rNE SCREWS SHALL HAVE 112- MINIMUM ENGAGEMENT OFTHREADS INTO THE BASE AN _HOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD fSkOEWALK BOLT) U.N�C r 13. MINIMUM B49EDMENT AND EDGE DISTANCE EXCLUDES STUCCO OP. OTHER WALL FINISHES, 11. M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. L5. * D L6. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET� 6111111fl, I 14 NJ rL Uj 01 F71 cn -0 -cu > 2 0_ 0 2 0-0 CU -0 CM 0 Cn C: (D = -0 CIO 0 0 - CIO -S? 0 o 0 LL CIO 0 = M "_ 0 CU > .cn Cn E " _2 2 Cn CU 2 �0 Cn Z Z W mi - LLI C2 " ;5 C= C:) CL. 4%4 = cc CD CIL) E p U W CLY -0 fj W CA. E U) CU 0 L_ CDL 0- 0 C0 LU CL SHEET NO. SH 1,5 I�3�-5 � s� L-P�lno.� IYOrv�C.S S�'�51z Fa,;l7�zaozs�� Rb��+ s��a,� 6`1gz Rw�(y N�l1s b�