The URL can be used to link to this page

Home My WebLink About6719 Bar S Bar TrlCM LO 00 C:) K) Ln L0 CD C14 CD 00 K) C14 f,4 Ck:: ,:�E U-) 00 LO L0 CD 00 r1l) C14 CD :3 Cr Cn 0 C-1 CD CL E 0 F- V) 0 E a 0 a_ co 0 LZ C14 a_ C14 8 S'41 CN C14 V) M W. RECF1VF!*4 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 REG or Rec. Recessed AHU orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FIRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. FooV Feet REINF Reinforcing BF Bifold Door FTG or Ftg, Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLIK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O, Rough Opening BMorBm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, RISH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SID. Smoke Detector BP or B.P. Bypass(door) GYP BID 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) St. 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 Goff. 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 KNVALL or KfWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN, Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T. 0. M. Top of Maso;iry 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 LIC 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 UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tu b/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 VIL 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 Worw Washer ELEC or Elec. Electrical PC Pull Chain W1 or w/ With ELEV or Elev, Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchv 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 WDW. HDR, Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W. H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PILT HT or Pit. Ht. Plate Height WIM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir, Finished Floor PIN or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 01-04-18 2.0 2017 FBC UPDATES 01-31-18 3.0 A-ELE\/ BEAM ILO LINTELSAT ENTRY. 02-27-20 4.0 RELOCATE ATTIC ACCESS 12-19-20 5.0 FBC 2020 CODE UPDATE 11-29-21 6.0 ADDED ELEV KLM PER C.M. ALL WORW SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL '�-LECTRIC CODE, AND I I: C!-rY OF zC-PHYRHILLS ORDINANCES \�f DATE QF ZEPHYRH pLAN EXAMIi`4tK- 3085 Al 1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET FIRST FLOOR PLAN SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 FIRST FLOOR ELECTRICAL PLAN 4.1 SECOND FLOOR ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 FLOOR FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 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 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 I 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 EOR 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 EOR 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. (D CD C", C": a C%4 0-00 X 0 b w 0 Q) D > 0 > LLJ C14 C'4 C::0 CN 2! C14 CD N J 0 Id 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 18 M 8 (cDq FZ 00 oo a) 0 00 0) (0 -UJ LU C:, a- u-a, M LL LL a LU 03'* Z I , . ca g i :S:�- C� M 0� 0 -J :3 P- W 02.�;`M< lc� < Co IL 6 04 LL -J IL L0 ce) Z C%4 . . < W D 0 < r ) 0 d Z W 10 .Z 83 V) Q) L.0 0 LU L0 U) LLJ E Rig U ZY, 0 U) Cl) z, 09 Z Z < ILL. E 0 z Z (P 0 E CZ CL EC-, 0< < z) 00 Z. CN it 10 0< X0 0� Z, 0 '� <W 2. < 01 zZ 50 MEN Z MEN c) e� EB CD C.0 UJ 01 z 0 0 C) > (0 L0 LO 0 co (N 0 0 +-J < 04 0 04 C:) C) LO 00 N 04 a) LO 04 Cy') 04 a) E 6 Z ca Z E 40 FL E 0 0 'D --J JOB NO 22-02387 SCALE : AS NOTED_ SHEET NO. C S ILL) LO L0 0 0- V) 3:� 0 C=) C14 co r.-) cr_ C:1 to LO LO V) C-4 C) 01 r- C14 LO L0 C, -0 CN C-4 C) CN C, rL E E 0 WI (D LZ E2 CC, a 0 Cl) 5:5 01 CD r 7 CN C'4 C) 04 C'4 C'4 CIE, C/) TYP @ 2 STORY 25-SH VERIFY METER LOCATION WITH BUILDER 15'-0" TH.B. IIIIILIIII III III IIIIIIIIIII III 1 ... 11,17 ..... 177507111111111111111011117711111111 _L ILL EGRESS - 5-SH 16" DEEP FIBERG LAS� cc VERIFY L.00ATION TYP. 0? SURROUND U.: U) PANTRN 1 Lu ELECTRICAL PANEL � �K 00 IN (0 Q0 I 8 uJ V B LO 2-44" 11-4" TtLE 10 2l'-01" F U) A -PLUMBING LINE TO CD LB# kT- H ___2x6'0 L6 LLL.. SECOND FLOOR 1> 0 120 8'-8'� F CL rGG 1<1 - U) /J, �\,, l = 0 I 0 1 10 BEDROOM 6 868-S.Cl 2 CAR GARAGE rr I I ILL PLUMBING 6 WALL TYP 1@@ 2 STORY A 8'-8" FLAT CLG. <H2 � 8'-8" FLAT CLG. AFF 0 0 1 1 10 U? LINE TO jq SECOND CARPET 1 0 0 '__1 FLOOR 37"'X3 4" P.L. 1.8E EDGE OF SLAB 2" BEYOND WALL < LIJ I I I I 2668 H DR AT 7'-4" W/ HTT4 @ BASE Lu 9 ED > 0 4'-0" 0 cl.: I � �3 C�, (0 30 30 7�1 4% 3'-0" 2'-2" PATIO Joll 14" S-10'. 40 - - Lir ILL LU CAFE t 264" KIT' BUILDER TO PROVIDE 21'-8" I I W 0') 8'-8" FLAT CLG. $'-80'FLA 4A C CL __T_ 1 APPLIANCE PROTECTION WHEN I I CMU COLUMN BASE FD 00 CARPET I L 0 1 REQUIRED PER FBC NOTE: FINISHED w/ 4 SIDED TAPERED 1 LO DblSP Ll-1 2' 6" WALLS TO BE FLUSH. WOOD COLUMN, SEE 1/3.1 L VEfIFY IN FIELD. L - - - L - - - - - - - - iff (TYP.) D.W. 00 -IN 3L _ 24 _ J 18 - - - - - - - - - - - F - - - - - - - - - - - - -- :2 Li 6'- 10" 41 1 2-Y J -4 i 1 FOYER 30 ENTRY 7411 LL 8'-8" FLAT CLG. 8'-8" FLAT CLG. AFF 1 '7 C? 19,-101" 2 3'-4" T-7�"l 4'-1 Ln 2 6-0" 4 2'-01' ;t ao +42" SLOPING I HDR AT 7'-4" 1 741 HALF WALL - - - - - - - - - :6 1 1 LIN 1 CN GG H2 IN to S3 2 4"x4" PT SYP #2 POST w/ 0 C? 05 STOR. -f 3 LO M FAMILY RM -1 SIMPSON ABU44 OR USP 6�3LOO FE -C[:G-. 371"X371" P.L. 1.8E : __ - - - - - PAU44 wl 5/8" A.T.R. EPDXY 5 w/ 12" MIN. EMBEDMENT 8'-8" FLAT CLG. W/ HTT4 @ BASE : T5 L CARPET :� ------- .: ------- FLEX (TYP. 2 COL.) 6 1 b - 8'-8" FLAT CLG. U) (D 1 -7 I 81 - 1 - CARPET 0 80 9 /GG �T+420" TYP @ 2 STORY 00 GG -tN LO ��3� J �3 ING SLOPING I SIS J LL HALF WALL I I I I T I I 10 1 1111111 11 1*U1 F10 I I I I 10 1 � I I 10 1111 H.B.� TYP @ 2 STORY ( (P/ ( HEADER SCHEDULE MARK HEADER SIZE REMARKS F(2) > - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE <@>(2) - 2Xl 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W1 112" FLITCH PLATE (2) - 13/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 <e>(2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG I FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W1 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 20 X 26 18 4 X 25 S.H. 13 20 X 38 18 1 X 37 2 S.H. 14 20X50J 184X50 S.H. 15 20 X 63 18 J X 62 7' S.H. 16 20 X 72 18 J X 71 J S.H. 1112 27 1/4 X 26 26 X 25 7' S.H. 1113 27 1/4X38J 26 x 371 S.H. 1114 274X50i 26 x 50 S.H. 27 J X 63 26 X 62 1/2 SH 27 J X 72 26 X 71 112 S.H. 22 37 J X 26 364X 25 1/2 S.H. 23 37 J X 38 J 36,21 X 37 3/4 S.H. 24 37JX50J 36JX50 S.H. 25 37 J X 63 364X 62 112 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734WIDE S.H. 32 54 X 26 52 4 X 25 J S.H. 33 54 X 38 J 52 7' X 37 1 S.H. 34 54 X 50 J 52 2'X 50 S.H. 35 54 X 63 52 4X 62' S.H. 36 54 X 72 52 JX 71 J S.H. 39X59 40 X 59 N/A S.H. LOUBLE 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 R302.1 1, 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. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided With a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re-circu lation 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 eaters s a e 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" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 &1 +26.6 -29.1 k�,�l +26.6 / -33.5 SEE SN SHEET SEE SN SHEET NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALLLEGEND 1111111 [T77= MASONRY HGT. @ 8'-8"A.F.F. TYP. 2x FRAME WALL I I I BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "All' FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1768 LIVING TOTAL 3092 GARAGE 496 ENTRY 55 TOTALAREA 3643 PATIO 24 INSULATION REQ. LOCATION R-VALUE /TYPIE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-13 KRAFT FACED PLAN - EXT FRAME 2 x 6 R-19 KRAFT FACED FIRST FLOOR ELEV-Al CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: Y4"=V-0" I (GARAGE / LIVING) C%4 > 0 C:) 0_ rm 0- 120 CU LL' C C: C\1 _lz �O L) , - M CN U) 31 < 7 0 > - CN CN cli 2! C14 z_ 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. W ANA& 00 cDt E C, 8 0 N (2) C 10 _J 0 UJ -. .0 *0 It- L� IL U) 13 0, r-- r,� Lu (L u:J- �e rn (n CID LL LL CL Lu 3: 0 19 IS �E t� C�;� W W (b T l�g Z z _J r_ 0o 6 Cl) = 0 < < 0 U) 0 ( z W 0 b< < C,_ 13 `4 Q) (D 4-1 C/D LL_ LU 0 LU .5 0 D5 0 < 00 ?e 41 (D Cl) Ce.1 z- M UL E CL 8 E Z @ Co 0 0� . 00 0< Air ift cz) E C:) 04 t �o < z. '. E z Wz iiiiiiillm =; ra U) <. � z� zz 0, Z, icC: Cn -1 w, W C-) < 0 << Lu 0 01 zk CD L0 LO < M CL (0 N C:) J C:) CN cy. 0 U) 0 M < 0 CN 04 0 C) U-) 00 CN LO C:) N 04 CY) C\1 CD E E z (a z :3 E C cc (L E 0 0 0 < (D _J ---I- JOB NO: 22-02387 SCALE : AS NOTED SHEET NO. 1.0 LO 00 CD 1`1) LO Cr V) :19 c14 00 11� C14 CD, LL 00 C) rl) LL 3 L0 FD 0 Cr cr) 0 C> 9 r- 00 r-n C) Cr V) 3:� 0 C14 C, CL E E q,, C', Q) r 7 E2 E! 0 C-) 2 CL ta C, 0 9 CID LZ C:) CD tn C, C) cr) V U) C HEADER SCHEDULE MARK HEADER SIZE REMARKS <@>(2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 112" FLITCH PLATE <@>(2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4"X 11 1/4 LVL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.OE 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 WI 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 20 X 26 184X254 S.H. 13 20 X 38 -8a 1817X 37 1 S.H.. 14 20 X 50 !8i 184X 50 S.H. 15 20 X 63 18 2'X 62 4 S. H. 16 20 X 72 18 J X 714 S.H. IH2 27 1/4 X 26 26 X 25 S.H. 1H3 27 1/4 X 38 26 x 37 S.H. IH4 27 J X 50 1i 8 26 x 50 S.H. 1H5 27 X 63 26 X 62 1/2 S.H. 1H6 27 X 72 26 X 71 1/2 S.H. 22 37 X 26 36'X25 1/2 S.H. 23 37 X 38 36 4 X 37 314 S.H. 24 37 X 50 36 4 X 50 S.H. 25 37 X 63 3671 X 62 1/2 S.H. 26 37 X 72 36 -21 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 524X254 S.H. 33 54 X 38 J 52 17 X 37 1 S.H. 34 54 X 50 J 52JX50 S.H, 35 54 X 63 52 4X 62 J S.H. 36 54 X 72 52 4X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A I S.H. 14n(I RFV 10 1 ?0 (AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9.-011 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 1 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'4% 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- (' timinizirnI NintpQ R302.5 Dwelling/Garage Open ing/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 R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GA 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" +29.7 -32.2 "-E�) +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 .6/-29.1 Q), +26.6 / -33.5 IN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALLLEGEND [1111111111111119, MASONRY HGT. @8'-8"A.F.F. TYP. 2x FRAME WALL I BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "All' FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1768 LIVING TOTAL 3092 GARAGE 496 ENTRY 55 TOTAL AREA 3643 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-1 3 KRAFT FACED SECOND FLOOR PLAN - ELEV-Al EXT FRAME 2 x 6 CONDITIONED CEILING R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION � R-1 1/R-13 KRAFT FACED SCALE: Y4"=V-0" I (GARAGE I LIVING) 7C3 0 > 0 0 C\I CU U-5e -0 0 C N C CIQ (D 0 g -0 CN a) CD (D a) C Cn - - CL C W in E < < 0 CU a) 0 a) > - > 3; rr tc - CL -0 CIf E "M c U) 0 0 C6 > 20 C14 cli CY'> C=D- ;,I JI; 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. E 10 co 8 C(o 0 C� (40t s, c,: s u- V, L� uu IL LL 113 CREW U , , am u- LU W 0 Z M 0 ir-96� 0 ud M r- ca 0 Co W LL , U) < 00 (L C14 0 z X U) 0 < < ::) 8 Cq 0 0 0 -1 (0 z ML W 1- 17 Fi (D 0M %2 < W V 2: M - (3) CD .2 LL 4-, 0 U0 u LU E C.0 Cl) 2 LL- cd- E ca. E z -0 z� < co o CL E c, -o oo 0 < z c:) C:) t < z) z Cl) z. '01 z z C, ol. < � I . < z < 0 W U z C:� 0 .J cz) Ir o z I< cl) C:) ILO LO L0 < ca CL CID CN :3 C:) N C:) 07 C:) co -0 C.0 < 4-J 0 C,4 N C) Lo 0c) 64 LO (=) C10 < Ce) E 0 z M z E (n 0- E 0 0 0 -1 -0 < JOB NO 22-02387 SCALE : AS NOTEID_ SHEET NO. 00 CD PI) Ln L0 Cr C, C) C'4 C:, 00 It') CN C14 U') 00 LO LO (D C14 9 r- 00 r1) C14 uc., Lr) Cr Cn *i C) tE C'4 CL E 0 LZ CO 0 C14 C-4 45 CN C14 C14 C14 OP EO BATH 3 oi a DW 9 Z KITCHEN ISLAND NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR SHWR. SHWR. VARIES CURTAIN HEAD 24" TOWEL BAR ROD 0 0— Cf) TOWEL BAR IN w ON WALL ABOVE TUB OR SHWR TOILET TOWEL BAR > ON BATHROOM WALL —1 - SHWR. MEDICINE C? 0 &— CABINET 60 VALVES TOILET Q? SOAP PAPER Z DISH HOLDER C? C? 0 0 Z I-L. Z LI- C? - ----- 0 0 CY) cli �r) t co M FIN. FLR. LT ou JB, BATHROOMS, SHOWERS AND TUBS C? ;T Z W W M10120 rommm, 1 DOUBLE RODS TUB/SHOWER FINISH PER FLOOR PLAN - KITCHEN MIRROR 60 X/ Z BATH 2 Z OPT. LA 11 REF. L��Aj d IL KITCHEN CONT. HANDRAIL Q? RETURN TO - WALL DETAIL 42" H UPPER CABINETS — 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — SINGLE OVERHANGS THAT ROD EXCEED12"MAY REQUIRE A SUPPORT SCALE: 1/2"=V-0" ry 15KAUNtIl 36" H BASE 0 FINISHED CABINETS 0 Zo 0 COUNTER TOP 30" H BASE 00 C? CABINETS 00 80 C? LL o? r- I V-2" 0 2x LO 00 FRAMING----------- 0 �Y) 1/2" GYP CN co BOARD — FIN. FLR. J J, FIN. FLRc4.i J 2x P.T. SOLE PLATE' CLOSETS LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 3/8"=V-0" W Z 0 o? o? 0 80 - I CNI 9 �0 14 L— 7 3 PLYWOOD @ LANDING 2x8 #2 SYP JOISTS @ LANDING LH @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER EA. SIDE SEE PLAN FOR CLG. HT. 2x12 H DR. w/ (3) 2x STUDS AT--------__ EA. END FOR BEARING STANDARD (3) 2X12 STRINGERS W1 SIMPSON A35 CLIP TO FLOO�RSYSTEM 7 1x RISERS & TREAD (TYP.) 4 X- 3 THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. CONT. HANDRAIL 10 2x8 LEDGER #2 SYP (P.T.) w/ (2) 1/4"x3 1/2" TITENS TO MASONRY @ 16" 0. C. . 9 �0 OWNER'S BATH F- 80 INTERIOR ELEVATIONS_ SCALE: 1/2"=V-0" 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 Y, inch. A nosing projection not less than 314 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 any soffits protected on the enclosed side with 1/2-inch gypsum board. STAIR SECTION. SCALE: 1/2"=V-0" C*-4 C� a) = 0 > .6- 1- 0 CNO 0 CY) Q C,4 :0- CL CO >< < M LL -0 0 M C) M C: (D a) C: C: E < < 0 M 0 M (D > E c M (1) 0 0 C: M C14 C14 CZ> C14 C4 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained with in these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) U) W V. E C,) 8 0 oo -J 0 ID IL w CL a,::):- C6 CILCD 0 0 0 Z C M 0 0 M W 8, 2 c-, M , W 0 co (5 CL Z CN < < E5 0 C) 0 � Z W 000 CL- V) LU D 0 LU Ln Ln U-1 E U < 0 co Z< Z U— ,6 E sm- 0 E 0 Z< 00 0 ru F C1 E 2� 00 Du 0< � z 0 Z C C: < 0, Z, Z �Z w wo T 0< Z Z 0 Z I'- W < io c:) << C.0 ujix 0 C:) > (0 LO LO 0) < C9 (D CL C) :3 C:) N Cr 0 0 U) 4-1 < 4-1 C14 0 Cq C) Lo 00 .0 -0 N < 04 (14 E 0 Z cc Z cn E U) a) CU cc F, E 0 Z 0 -J < a) -i JOB — NO: 22-02387 SCALE : AS NOTED_ SHEET NO. 2.0 7 F—J— I ITi 7,,—F7i W7.-1,TT—F!,T--T-i i 00 0 rM L0 LO 0 U) 0 .n C> N 0 0 J n M O I N x Of Q 00 LO L0 v cn� 0 Q 0 No 00 11) J r\ cV O 1 N 0 to rn 3 Q CD 0 CL E F2 tv E v x `v c J / h rl 0 U 0 U i U N a U z y I i 0 v 0 cD LZ N N N 0 0 d 0 N N N a; 0 0 Q m N SHINGLE OR TILE ROOF PER 12 5[::::� 12 �5 F4 COMMUNITY SPECS -INSTALLED PER — TFXTI RFOOTH MANUFACTURERS SPECIFICATIONS L0i00 FIN. FLR. `-� ® 61 1 •1 " • ��' FRONT ELEVATION - Al LEFT ELEVATION - Al E:1/4"=1' 11 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 C%4 N N "O ::�- ti o C%J Q coN a � LL N -C cU o M -3 N 7� ~ �' U) < -0 0J �� > av > G'K ', C t170 O . e t N CV 0 2V N N N �. r. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N C, W E ro p M cO m ik ON O * LL ® C7 � oo ro at " W N ��r-L w a Qj co - u. a Y LL. u- ° a Z CL J 0 O0 t@v t C,O o Z a N M Z Of rn O O U v Z W ❑0❑ 0 z N 0 00 Z N a C � a J N c/1 cn � � v o 4-J co Z U OcN N .) �. f6 r— u�i U W p m E z... LJ 8 Qj � \ V O y O U) �0 Q r` o w CO M z o Z < _. L.L E a zO oo Z o <� :z F oZ® O x° O Q ao 0° U �z i ao rp C Y U ym m� O O , z QW o� �o N CLmw U a 0 Oz wa 3 01 Mo CDa V 0zl¢ ti 3 y O I..L LO (A' 0 m CU QLO^11 0 L O Y � m m < 4-J CV 0') � N LI 00 N 0')N LO Q CM N r j 6 Z E 0 U)Z m m m n E U � ,7 Q o 1 c c _J JOB NO : 22-02387 SCALE : AS NOTED SHEET NO. 3.1 3 v x L0 0 M L0 v 0 0 .a rD N 0 J N 0 N Uf 00 M LC) ID 1.0 cn 0 N 0 0 J 00 0 I N 1 L0 0 rn 0 rn C CV 0 i O a E CV rn O S i 0 c J LZ U 0 c U / -o i U .a Z N I c 0 0 O J N LZ N N N 0 O d cV CV N N N 0 0 Q m —I00 00 M• N ti SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS FIN. FLR. 16-0" RIDGE VENT 12 5� 5068 SGD 12 7_-�5 REAR ELEVATION - Al 12 5�� T.O.P. HDR HGT. _ _ — _ — — _ — _ — — — — T _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1'-0" SCALE: 1 /4"=1 r-0" 12 SHINGLE OR TILE ROOF PER �5 COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS RIGHT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-V crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with V dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 0 s_ CO C cn N � �amX C6 0, (15 �z3-X :C ur >` CL w E v p >�L11 N N 0 N CV N 0 4y _ZZ 14, 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. �o E a! O M 8 n 4k N M N E m why s LL y 2 N it L.L W w a N cnh1,� J LL LL d U Y Z _ L m O M~ �N co OC13 W K o � WM W C/) d Q Q Q a _ u MZ IL N Ov Rrnp UJ vvi W ❑0❑ N M 0 0 Z 13 UI V) z Q) (D 0 u- 4-1 efa U g Q�, o Ln cLn w w s U amp L y'✓ oElmy Yi44 • IIII� o AkA w M coog ¢ z ¢ U_ ¢o rN O E Xo o ¢ a8 uo o ¢ dZ N Zv to wo rw Cn Cy - U s 0 o' Z J <m Q W gz cn Zo a o O w¢ 'o a V zl¢ oo N 0 > CO L / 0 Q cc ^�^,, i � N � � 0 Y r Y V o M << m N f� I NO Lr).0 00 CV N f� U') 04 00Q N r ai E c o Z f0 Z E Q ro m a E a U Q ca 0 � JOB NO: 22-02387 SCALE : AS NOTED SHEET NO. 3.2 3 v x Q 00 O M Ln L0 `v C cnCr 0 N 0 J n M O I S a 00 0 U-) Er V) .i O Q CD 0 00 00 (] I i cn� O .a 0 C -1 Q CD cV i d E (7 L v i Qi 0 V c 0 Vi y U N 0 i v_ :a i z I c 0 0 J 2 t- EK 0 N 0 a N cV N N CV 0 Q m v to 2" 1, N 2" iv 00 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING 1'-10" T^ N iv 12" CAP - 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 1 3/4" RADIUS 4 4� 53 Mlet 1/2" RADIUS 1" =IVAII VARIES �M CJIa SIN CAP i•, 1" 1" 1'-4" iv o M N 22" 11 2 VARIES VARIES 1 1'-4" 1„ 1 1/2" RADIUS 4" 34„ 4, MIeY �Iv 1„ 1„ 4 42„ Mlet co � W 3„ 31, all 4 4 2" _ VARIES 1z" z z Ch 32 11" 32" 1, 8, 2 1/2" RADIUS BASE - ir> �- (O (V BASE 3 4 1'-0" � 12" *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO.Ll OPENING VARIES 2" 2" EDGE OPENING 2" �- = �N 6 „ 1" V41 1" � 24" • 1-1/2" THICK 1-1/2" THICK 0 N 4" 101, �� 21 4 let IN le - �. 10" y 6" I I N N 2" 4. 3„ 2" 2" N > > r� 24- 1-1/2" THICK 32' `t 2'-4" 52' 1,-5" 52' _ Oo IN 1 4 3, N O 51, 4 a" 1" 12 VARIES VARIES 2 W W 0� - — i N 22�� 11, pot VARIES VARIES 4' 8„ 1., 3z �N 4� _ N r--------- iv i 00 CD '46" C9 _I 12 I I � T`' �� Ft �ry 2' 44' 6" L 4" 2 KEYSTONE F11 0 OPTIONAL ' 4" GARAGE DR. OPENING 4" 00 = YSTONE F11 OPTIONAL 3 4 rKE WINDOW OPENING 4" 4' NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & • FOAM/ SMOOTH TEPS MATERIAL IS ACCEPTED 14 1 64 14 12 5a' 2'-1" 1'-12' 54" 1'-4" 3'-8" 4" 3'-0" 4" 10" 1'-4" 10" o I 7" I I N N 00 it No A N 1" CO N r (V 00 0 �Slo 1 d' z N� O GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH G N 0 r c, , N C° ,. LL, MC CD .(.- r N � i✓ l -: N F d ,> w (13 > =" > M 0 G F C > > CL CV CV C=> CV N N ..a ri.. .� d, 1 xk 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 CD W a ro c o8 N� I, Vco co� LL '_ � OD N 7# LL W a fA rn��a LL w L a i z Z CIN — a he o ?� L 1- C m � 0 W W c°n�Orj°' Z IL co 0 5- N MZ Xu>0 jU O U Z -j 000 v M Z N NJ o� Z � Z O QaN —o S Q J E3 M N 1 z ! C W V o L 4-1 C) LU a j 0 1N v I w N rx, J v C�C W J — _ E i..) o Q N m e o w Mw M J o z G � L L 0 z a � Z r Q 0 E V zo oo F-- ro <o X U U oo U p Q E N ITT a o ¢ o < o ! z a �w W tp C Z oY , .0 °zLL z� fl �W W CTj wLL o = W J oz Q Y =3 ll O co V wco a 3 0 c Q E >(0 LO Li J m rn m � No N 07 0 Y Y V o Mr • ' ' m }+ +-+ N .0 NO LI 00 N N � Lid M Q N r E c Z Z 0- U J 'aa) JOB NO: 22-02387 SCALE : AS NOTED SHEET NO. F 1 ... �. t TI 1 F-.i , -T- F LID 00 C=) LO C:) C) 00 C14 M: '0 L0 LO r_r C) C14 00 C=) Lr to En C14 C14 C,41 CL E E -C, on CD LZ =3 0- LZ CD C14 C14 C14 C14 CD C'sl L11 cr) 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). 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 LIL 217. 6. Provide AFCI's (Are -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 LIL 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 GFC1 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 F� DUPLEX OUTLET ABOVE COUNTER FE7WI /--\ .P. WEATHERPROOF DUPLEX OUTLET r'=7'G , F1 GROUND FAULT INTERRUPTER DUPLEX OUTLET N;Ii= HALF -SWITCHED DUPLEX OUTLET I �:-h Fl��Iv 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 �-o WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAIN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) FCH] CHIMES (OPTIONAL) I-N PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) fr7q TELEVISION (OPTIONAL) [TV] 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F,F. THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN 7K E CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER 10 # 14 copper to lights & outlets NEMA 1 150 AMP/ 10 #12 copper to 20 amp ckts 200 AMP 01 #10-2 copper to WH 0 #10-3 Copper to Dryer METER F MAIN 0 /0 or 4/0 SER Alu 200 amp 150 amp UNDERGROUND Disconnect POWER CO. FEED fL INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVI NEC 17,250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. Typical 150-200 Amp Electrical Riser DiagraM REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. 16-0" VERIFY METER LOCATION WITH BUILDER WP r----1 GFI TH.B. 11111111117771111111111111111111111111 11 11111111 7-11 mp� IRRIGATION — VERIFY LOCATION GFI nq 14" A. F.F. ELECTRICAL PANEL /ROLIGH-IN FOR OPT. CLG. FAN/ F LIGHT PRE -WIRE 2 GFI @ 44" A. F. F. 61 2 CAR GARAGE BEDROOM 6 DEDICATED RECEPTACLE GFI FOR FOR MICROWAVE RANGE =e GAR. DOOR HOOD PER SPECS 7< PREWIRE S.D G h WBI % 1W — — — — — GIFI qP 4 .7 7GF C WIP I =152 RA 4JU E, PATIO u- CAFE 148 U.P'. S) VITCH % 'PENDANT AS FOR D SIP SAI PER SPECS 6-6" �SINK W/ D SP L — — — — — — — — — — — — - Lji G% I D.W. I I T�(-4 IF 1 0 I UGFI1 L GF1 @ 44" GFI 7 GEL I F- 1 1 A.F.F. Lf C- Lj GFIV Li LHJ 44�3 FOYER ENTRY -T — — — — — — — — — — — GF1 -7- 12 ST6R FAMILY RM T5------ --- ------- ROUGH-IN FOR FLEX OPT. CLG. FAN/ WP=G- LIGHT PRE -WIRE GFI DISC. L — — — — — — ROUGH -IN FOR OPT.CLG.FAN/ LIGHT PRE -WIRE TO LIGHTS AC PAD PAD AND SWITCH ABOVE R, J,7 d b Rdb db H.B. 11Vf P r I, �, AV , -1 I I -A\, liA I- '�Q I OINK W �Ufo .PLUMBING RISER AIN SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FIRST FLOOR ELECTRICAL PLAN - ELEV-Al� SCALE: Y4"=1'-0" C) C1.4 0 Q C= CY) 0-0 N CILCO X M ILL C., -0 C:) C N 0. CU C: a) -a) Q) (D 0- U) u) E < < 0 a) 0 > a) 0`� E Cn 0 0 > W C:) CN --5( % 4 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these rawings comp y wi Residential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. WM 10 W NIX E 8 5 Rl c)) SO C-4 co - LL, 0 0, co U) L-L, � , Lu 0 0) 04 0 LU LL CL a, 'M u- CL w Z 13 C1 j = Y, M IT - Q� 0 3: 0 — I- n 0 ;S o F- Lu W W 0 2 r- ;; (n (3) M e� M < I IL 00 — Cj N a. LO Cl) Z < L" 0 Z d co W (D < U) 2! 0 0 4-1 C.0 LU U L.0 Gig E -11111111k 0-, U) 0 < C:� CIO W Z M co 0 Z < LL. E 65 w. 0 2 Z CL 0 E 0 Z CK3 E to M 0 < , < ,0 -0 0 < X Z w a.) t � 0 to U) C z i< 0 0 Z C) U) w Z < 10 00 In Z '0 C:) z 0 C:) I w 0 zi M 01 0?: 0 (0 LO L0 < CL F— co C) j C:) C) 0 C14 0*) 04 C:) C) U-) 00 Q LO < N 04 CV) -- E E 6 Z M Z :3 E C) j6 C: C13 E 0 0 'a a) JOB NO 22-02387 SCALE : AS NOTED_ SHEEr NO. 4.0 7- " A Ty LO 00 C�- rn L0 LO V) 311 C> -0 C'4 O:f :Z to 00 CD 11) LL) r_r 0 C3 00 P") C14 L0 CC, 0 =3 K7, V) 111 0 C-;, -1 91 CD a- E E 0 on I= In 13- CL 55� E 0 0 -2 c"! C'4 C'4 _�j CE ELECTRICAL SPECIFICATION 150AI200A INDOOR PANEL CENTER NOTES: 10 # 14 copper to lights & outlets ELECTRICAL CONTRACTOR JNEMA 1 50 AMP/ 10 #12 copper to 20 amp cos MUST VERIFY WITH THE 200 AMP 10 #10-2 copper to WH SPECIFICATIONS FOR THE TYPE 10 #10.3 Copper to Dryer OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER IF LOCATION PURPOSES. MAIN 0 /0 or 4/0 SER Alu 2 00 am p 150 amp UNDERGROUND IDisconn ct POWER CO. FEED __,Infe INTERSYSTEM 4 Bare Cu Ground BONDING 44 GROUNDING WIRE TERMINATION PER T, WITH CODE APPROVE5 NEC 17,250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. GENERAL ELECTRICAL NOTES Typical 150-200 Amp Electrical Riser DiagraM REV. 04,06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DIFE. 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 LIL 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/IJIL 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 FE51w'.P. WEATHERPROOF DUPLEX OUTLET I /-I%- P;��)_G 'F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET I f:) HALF -SWITCHED DUPLEX OUTLET Flzz�bv SPECIAL PURPOSE OUTLET =51 DUPLEX OUTLET IN FLOOR P�E 220 VOLT OUTLET $ WALL SWITCH 41-11 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) FCjH CHIMES (OPTIONAL) 1-D PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONEIUSB (OPTIONAL) IT TELEVISION (OPTIONAL) [Tq 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F, THERMOSTAT ELECTRIC METER ELECTRIC PANEL —0&=L DISCONNECT SWITCH ql�� 0 ROUGH -IN FOR OPT. CEILING FAN _K IL CEILING MOUNTED LIGHT FIXTURE W1 ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT VP Zr 0 BEDROOM 5 BEDROOM 4 BEDROOM 2 2 W/2ROUGH-IN FOR OPT. CLG. FAN/ //T\\ LIGHT PRE -WIRE ROUGH -IN FOR k I rl 2 ROUGH -IN FOR OPT.CLG.FAN/ OPT.CLG.FAN/ LIGHT PRE -WIRE LIGHT PRE -WIRE S.D. S.D. fmdb —11 db P 1 �01 $�,3 0 qP S.D I S.D. ncm db BEDROOM 3 /2ROUGH-IN FOR VP OPT.CLG.FAN/ LIGHT PRE -WIRE iFI A 6/ 19 0. BAT F] AHU XA/ I r RECEPT. I. . 11.1 1 It FOR AL SYSTEM ARM (4) \ — -13f3jT — — — — — — — — — — :j I OWNER'S SUITE ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE S. LOFT 12 SWITCH ROUGH -IN FOR bw I OPT. CLG. FAN/ LIGHT PRE -WIRE SECOND FLOOR ELECTRICAL PLAN — ELEV—Al SCALE: Y4"=1'-0" _0 C) C) r__ 0 C%4 C?) CIA C)_ ca U_ 0 -C 0 M UA 0 0 I-C C'4 CD 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. oc) E W 0 8 i" C:) c: 0 o'o 0, 4t uj a- r_ r�. Lu Cq 0 EL j uj U) W cu LL LL [L Lu 3: of 0 Of C13W 0 .r- 03 0 19E N'� W o W '. 2,-";; c"M < WU) <gr 00 Z� 0 _j IL Lo "Z Q� Lo 0 < W 0 El El < V) U_j j 0 LU V) V) U) oi LMU E 9 0 41 144 A jigiiiiiiiiii co - C" M '9 Z< Z __j U_ c6 E 05 Z 0 E U co SUNNI E :E 0 0 tr < oo < Z Z Irm It '0 SEEN! C/) C: . �z <� .0 1, 01 ZZ 2'0 0) < 1 0 0 I Z 0 Z LLI >1 3: MjC:> C.0 02 0 >0 C.0 LO L0 < cc C) j C:) N C) W M *r— < C\j 0 N C:) CD L0 00 -0 -0 N C14 M LO C:> < CN c1r) E Z co Z E E 0 0 JOB NO 22-02387 SCALE As NOTED SHEE7 NO. 4.1 Q 00 M L0 L0 v r v cn 0 r N 0 J 00 N G N 0 M LO Ln b C� O Q 0 C) J t0 DD N I N LO L0 Cr v v t 311 Y01 L H Q N O v CL F� N E 0 0 O C J co Q) h 0 v 0 CD CL U z I 0 v 0 J 0 LZ N N N O tNl N O N N N 0 Q 0 m ,o V) ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req,) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN, of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation ( See Elev) required needed required soffit by upper needed ventilators Main 0 0 Floor 55 53 8 26 2 13 0.0 0.0 0.0 (Zone 1) Upper 16 2 Floor 1826 1753 250 876 63 438 1 516.0 240.0 276.0 (Zone 2) * NOTE* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ENE-1 fTIC SPACE SQ. FT. ROOF PLAN — ELEV—Al SCALE: %4Lr=V-0Lr 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 fleet (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 SQ. 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) 19 = Linear Ft. of Deck -Air Needed) �6�5 4 ® r? N U 120 X, ; Q c .� CU CD f, 03 .Q3 0. , F n IND 3,; 52 rn O ty„ N N O N N N .., rI- a°.'DX N �Se t , a � L•Vn g'�,�fi To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, u0i W E 0 h O OM N_ m UjQ N m —1 V 00 a) sk `I a (�$ Q �nr 3° w _ c rh Z --.rn O I% �c_�ao_ OPT 5 'f6 N ( x 0 W cn�pjO' a a a ELJIL—�" a N M Z a y 0 O U V W zC. ❑ ❑ ❑ N M O � N U) Q t � 0M C o LL U N � N ._ NU) cli pei J Rig L— — EEp L U i Il C) O N U, p�p 0 N e m O w co za 2 z a J V' Q E 0 E oQ Wo > o <N z® 00 0 < Q N M It wo ww �1 _ o y UO m Z� ZF > Z I rN0 f/� oa Z go C V 1� az �w F ao o w¢ }o co z ¢ ar U003: NO O LO Q j N � O Y r 0 co N � �' C:)00 U') N O Q N M � N r a) > o z Z E O N C C U J Q 0 1 J JOB NO : 22-02387 SCALE : AS NOTED SHEET NO. 5.0 x u7 0 M LO L cn a 0 0 J r\ M O I rn 0 LO v Cn 4 N 0 J r- 00 0 I LO Cn v 0 0 3 Q v d 1— a� E LZ- S 0 C J y 0U 0 UIy y U N i U L. a z U) I i v J 2 r7 N N �i 5 0 0 a CV CV O cV N N 0 0 Q m v -4" 50'-0" 3'-8" 6 T-10" L. S-1 TYP @ 2 STORY (SEE JJ/S6 FOR J STEM OPT.) S6 VERIFY METER LOCATION WITH BUILDER 1 1.1 TH.B. 2'-0' FTTELECTRICAL PANEL I V I (2) #5 REBAR I VERTICALS FILL / to FILLED CELL 00 00 I ( 2'-5fl 12 STORY i ■ GG CC S3 J S3 : S3 T co PLUMBING ;: I I r PLUMB I TYP @ 2 STORY STACK ...... STACKING U.N.O. (SEE JJ/S3 .: I::... . ..... i I I I ��m FOR STEM OPT.) - SLOPE 4 T-2" CJ I I I I -3 1 /2" N CJ - N i I Co 16'-7" . I .................... ... .26 O_ O - � I11 4'-0" -6" 1 21'-6" ■ 20'44' 1 4" 3-1/2" MIN 3000 PSI CONC. SLAB FOR RA _ _ 1/8":1'-0" I HERNANDO COUNTY ONLY 2'-6" x 2'-6" x 1'-0" w SLOPE 3-1/2" MIN 2500 PSI CONC SLAB OVER W/ (3) #5's E.W. C I 6 MIL VISQUEEN VAPOR BARRIER 1 H I (2) #5 REBAR o Co N co L M S3 T-04" a0 2'-42 I M24 VERTICALS w/ in I 12 STORY FILLED CELL S3 17 13'-11" 2'_6" 1.4'-84" 2, 6„ I I 4 L" I K STUB UP TO S3 - PROVIDE 1 %" RECESS SINK WI DISP - rl - _ — — FOR SGD. REFER TO MASON'S SLOPE FOR I WIDTH r� i I D.W. o o i I L J _ _ I I CHASE TO ISLAND I W'H' 2ND FLOOR ( FOR A/C J 80 T o ■ STEPS AS ■ 00 REQUIRED b _ _ _ -_- --_-- I 1 I �, — — — — — — — — — — — — -, PER FIELD L — — — — — — — — — .'.'.'.'.'.'.' :.y' :� �� Cl) CONDITIONS I — — J �,_0, - - - =:y::: I . y .'.'.'.'.'.'.'.'.'.'.'.'.'.'.' .'.'.'.. L .' ■ Do ■ I -L -' ■ ■ 19'-54' T-04" 15'-6" 6'_O,i 2'- i INDICATES FILLED CELL w/ 3000 PSI I KITCHEN rl� �PROVIDEI"x9%2" rl ° RECESS FOR FRT. DOOR 4" I i CONC. GROUT FROM FT. TO BEAM ISLAND LOW �' �' '�' rM ��, 1/8":1' 0" 00 TOP OF CONC./ PAVER TO BE 4" ( ih W/ (1) #5 REBAR VERT ABOVE SLAB WALLS 00 _ /' /' SLOPE K TYP @ ALL PLACES SHOWN / %/' L BELOW FIN. FLR. C° L HOOKED FTG. DOWELS 5" EMBED "GRADE �' /� �— — — %' �• • • • ■ S3 W/ 25" EXT. ABOVE SLAB 40 / / / ; STEEL" I 20'-44' �. , � ��' , ; , I _ T-72' �3'-72" I 14'-44" I ■ N — po T TYP @ 2 STORY I T� I I I 6'-4 " I r 3'-0" x 3'-0" x 1'-0"_j ■ I I I L_J c oD W/ (3) #5's E.W. 2'-6" x 2'-6" x V-0" I N N M / W/ (3) #5's E.W. I I I GG I GG S3 I J-4) TYP @2 STORY b S3 I %{ ' HVACCHASE °' If I I I 0'-0" ■ BASED ON LOCATION '�? I M — -�— — —. . . .... T ........................... ■. . 1 ■.1 1 .r ■ ■ ■ H.B.. 6'-4" 1 TYP @ 2 STOR J S6 T-O" x T-O" x 1'-0" W/ (3) #5's E.W. FOUNDATION PLAN - ELEV-Al SCALE: %4"=V-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 18 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 w z �a W J CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS REINF. SEE FIND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "*Alternate: The reinf. bars shall be c ont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" N N 70 0 p ti v i C•7 U ev CV m X } Q � O i U C6 O C6 CZiNY W U) Q U CM6 r 0 > -= (_v �ry w 0 G F � C U' 0- I'`. N N O CV N W. 40 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 Am A111111111111k Q v EQ co O O `-' N O OOD N J " 0 uo oN atu W aw U)- � ° -' W _- m o LL a Y a ui rn CC LL U- a w 0 Z L m c 0 q� ° W cp ro O J C0' Q a Q Z ILU0WU a M z E a)Q Z N O U U W 000 M 0 0 z N Q � Q � Q N n, � � c ll! ( � Tf6 W � U 0 Ln t/1 W o U W J — Ecl.=.,... M U = d OD Y N CA w M M w¢2 oz S z Z¢ U— U- Q E O E zo Wo r� <� z® u OU O X O O¢ °o¢ a w z L w o ¢a ¢2 W0 ai (d z y 10 U)C 0 o� z z <� Zz MEN a) U) Q S. gO �z �w 0 �3 00 d� Y ¢ ¢ O W zl¢T� d 2 0 0 i > (fl ' n L / rn :3O O cr j Y r c� o r O 04 Lo 00 N Lid OM N N r E c Z M Z :3 E n d E U Q p JOB NO: 22-02387 SCALE : AS NOTED SHEET NO. 6.0 c" LA 00 C=) r*0 LO L0 Ln C) C'4 CD 00 r1l) C14 114 U-) 00 C) r1) LO LO rr V) 00 fl) C14 Lr, LO tz7- C) CL E E 0 (D r 7 C_> I .2 9 a) qq C14 CN in z rL C14 C14 C:1 lz� CN C'4 P 411 STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FORINFO FOR NAILING INFO.) PLYWOOD 2x6 CONT, W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TR=_ FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END - :::I gLSEE PLAN \_CONNE '-IFTRUSS BRG. CTOR AT EACH TRUSS, 8d NAILS @ 24 O.C� SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING (FC03 CANT. FLOOR TRUSS CONN. i I SCALE: 3/4" = V-0" ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) 40.0 MPH VIND SPEED (ALLOWABLE) � '108.4 MPH TEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3e 3r HIP -35.94 -49.57 -49.57 -49.57 1 rGABLE -38.22 -38.22 -60.99 -60.99 1 -6099 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.C: 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: 3/16" EXP. 1 CY16) or 1V32" EXP. 1 (33/16) TILE: 1Y32" EXP. 1 0�116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2Y8"x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IV32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2"x 0.131") NAILS OR ASTIVI 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. fla . BEAM TO ORT DGE S . BEAM TO ORT DGE S a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:121 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 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 - 1 Od x 1 1/2" 6 HETA16 1810 9 - 1 Od x 1 1/2" 6 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d _HTA1 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 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- W/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 Odxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD313 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 wl (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" SIDS WOODSCREWSAND HDU4-SDS2.5 W/ (10) 1/4" x 2 112" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 116511060 1005/915 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 1335/2820 20 - 16d x 3 112" 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 -1 6d x 3-1/2" R MTS12 990 860 14 - 10d 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 501 0-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 MUGT15 4175 22-10d (1)5/8"ATRW/12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & wyr-) '11nn-M 4520-FI3100-M 3800-F W/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C 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" Spi 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 1 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-1 Old x 1 1/2" 1 HHCP2 1 680 1 570 (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 W1 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREAS & 24" OC FOR CARPET AREA'S DROP HIP DETAIL. 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC, (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 80. 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 (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 SEE SHEET D1 FOR ROOF FRAMING DETAILS MAIN FRAMING PLAN — ELEV—Al SCALE: Y4"=V-0" > 0 P- 0 N 0L CO X CU U_ ZI N _C 0 C) CU (D 4y, !0- e— < 0 0 (D > > > a) W E < 0 0 0 C:: M W CN 21 CN -7- To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E Co r, 8 co: UT ID L� 4 0 CILCD 0 t-� U-1 04 0 LL CL LL z 01 . ig W W LL -r- M C*� C) :E :E W 0 0, 2" a < U) < CL 00 C,j 5 M co z 01 < < Z) L) z W [--i n I < V) 4-1 U 0 & 0 5 co L—"u E C) ( 0 (D 0 3 0 ts, 14 co CO 0C`> U_ 6 E CD- 8 E 0 i 0 .j S z< ?M CU 0L E ra 0 0 < - 00 D U 0 � 0 < WZ It �w 0 C: 01 Z, �z I ;ot 0M z z no �z man < 0 W 1 A C:) C) 0, c: 2 > LO LO 0) 2 M 10-1 < C:) C/) 0 Q0 M co r1_1 0 C"i 04 0) LO -0 C:) C14 C:) 00 04 LO CYI) E :3 j6 0 z z E E 0 0 70 < JOB NO: 22-02387 SCALE : AS NOTED SHEET NO. 7.0 Cn -3z 00 C) LO C, C:) C14 C:) 15, P-- 00 r1l) C14 CD I 04 L0 00 C;1 r13 LO U') 21 Cr U) :t:j 0 C:) C14 C:) 00 P'") C'4 C=) LO 2 0 Cr Cn 39 C', C-1 04 CL E 4) E 0 r 7 9 0 t 7 C=) CN CL C14 C'4 3 I cn Cil CJ3 CJ5 CJ5 CJ3 Cil 2 X M LO TYP. 2 Go X 1-0 I ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) "' ' MPH VIND SPEED (ALLOWABLE=) 108:4 MPH �XPOSURE CATEGORY 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 f 2e 2n 4r a 3e ar 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTIVI 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 ZO N E 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/16" EXP. I CY16) or%2" EXP. 103/16) TILE: 1V32" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2Y8"x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN,5V% SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (21/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3"x.120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. I I . . . . . . . . . . n �1� 0 0) < I 00 . . . . .... ..... . . . . r, < . . . . ........... ..... co < ..... u') < . . . . . . . . . . Cl) < . . . .... . . . . . . . . . . ... . . . . . (0 < . . . . . r- . . . . . 00 < . . . . . . . . . . . . . . . . . . . . . . . . . . . W (5 co . . . . . : C) 04 . . . . . . Itt < . 1177 0 < . . . . . 04 M . . . . . . . . . . . . . . . . . . . . . � . . . . .. . . . . . . . . . . . . CJ5 CJ3 Cil . . . . . . . . . . . . . LLI JiG ........ . ..... .... Cl) L0 L, 2 u) co L2 M 0M UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 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 - 1 Od x 1 1/2" HTA20-18 1625 1400 10 - I Od-x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HID ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -1 /2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD36 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (116) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 W/ (10) 1/4" X 2 1/2" SIDS 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 IN LUS26 1165/1060 1005/915 8 - 10d x 3" JUS26 1000/1080** --- 8 - 1 Old 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 -1 6d x 3-1/2" R MTS12 990 860 14 - 1 Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 501 0-F wl (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR wl 12" EMBEDWSIMP ON"SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V 1 (2) LGT2 4060-M'177n-F 3500-M 3940-Fl w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & 1 (14) 1/4" x 2 114" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C 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" Spi 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 12-1 Od x 1 1/2" HHCP2 680 570 —1 ('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 1480 W1 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL. 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS To THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2X4 SO. PINE #2 OR #2 PT. STICK FOR HIP PLANING TRUSSES. R1 F STICK FRAMING SPLICING Is ALLOWED BETWEEN TRUSSES OR AT TRUSS /02 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 2 PLY CARRIER—J CONTLEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: Y4"=1'-0" 0 1� 0 (y) >< M U- 7v 0 C (N r- -M C:) �D (L) -C C: -E -0 :> > 0 Q) > E,c CT3 U) 0 0 C: 0 > ow� > 0-4- cli C14 4=� cli C14 % _U 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 sea]. W OD E r- C. ON CD q L W 0 20 y) LU 0 U) r-- 1-L i7j Lu CIA 0 CL - c: , 7� , L� Cn U) 2 L.L U- a. W 3: z - - x 0 0 C�, Lr -j ca W W 0 0) Z co -j Lo CN Z 0, Cl) 50 < < 0 C, U) z W --, 1:11:3 E3 <V C1 Q) ( D (a LU 0 L11 Uj E (D C) C21- Cf) I < M CD Q0 co co z 0 -z E 8 Q c==,) E x 0 C) D 0 01 0< �z AV Ar Cj t. z 1 z F�- 0 <. .0 C/) z 0, Z, cf) 5t'w cn 0) < 1 01 n < 02. z z � 0 0 -z CD co Uj 0, < 0 0 rr LO LO < cc co CN C) a C) U) 0 M r*1 "r- < *-j 0 C,4 04 C:) C:) Lo 00 -0 C14 0') LO C%4 C'4 04 (D E 6 z E 10 E 4-; 0 -0 < 30B NO: 22-02387 SCALE : AS NOTED_ SHEET NO. 7.1 LO 00 C:$ to LO LO Ln C:p C14 C) 00 1`10 C-4 C LID 00 C:) LO X) C=) 9 r- co I") CN C:) I C14 Cq LO Lo V) C14 c1q CD CL E E CID I= Z P Z W CAP ,55 C14 1714 C14 C14 C14 C:) C14 C14 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 andlor structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed 180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" 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. 1 loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load Safe vertical load Safe horizontal load .0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 1111 1 8RF14-1B/1T8RF14-0B/1T 8F16-J 8F1 - /1 81=20-0/11T 8F44 I B/1T8F40 1B/1T 8RF400B/1T 81`32 1B/1T (9 e (9 (9 FORM & GROUT SOLID -7-+ 4- < 0' �__#5 BAR CONT. 81`12-111311T (0 W" LINTEL DETAIL SCALE = N.T-S. M N M0 a M M M 0 .0mm 10 III IN MEN M 0 0 M lllll�mm E�m I III! IIIIIIII 111 11 11111 Jill 11I 1 11 1111 Jill TYPE DESIGNATI N F = FILLED WITH GROUT/ U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY < uJ 1 6-i'B/1 T Z �6 0 Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMIJ 0 HEIGHT L - TI AT TOP MIN. (1) REQ'D ALTERNATE POWERS 4 AJ EAR N STEEL LINTEL A 4 -.*-C.M-U. #5 REBAR AT TOP��- A 4 MIN. (1) REQ'D- 1-112" CLEAR A L A -GROUT U) REBAR AT W F_ 0 BOTTOM OF 0 Z, u, o, 6, AVIT LINTEL C y '-*-BOTTOM C) 0 _1 A .0 j 0 �Lu REINFORCING < d 7-5/8"ACTUAL ,-PROVIDED IN �= 6 Lu Z > qOMINALWIDTH ' LINTEL < - b 60 -0 .4 -#5 REBAR AT B( (VARIES) 1- Lu 0 i�5 x 0- AS INDICATED MATERIALS T7Tc`_pr_ec_a77irteIs = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f'g = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 1 V slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Rebar per ASTI A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTI A51 0. 8. Mortar per ASTM C270 type M or S. L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER I I THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LIETTJ IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SPF STUDS @ 16" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W1 (13) 111 NAILS& (8) Y4" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) 1 MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2" JBOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.1 ONLY IF NOTED ON LINTEL PLAN 1 . Refer to manufacturer's specifications for installation, 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel pfan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications UCTURAL SHEATHING ACHED PER NAILING IEDULE E PLAN VALL NOCKOUT COURSE 1) #5 CONT. PLAN FOR FILLED CELL CING WALL SPLICE DETAIL SCALE: 1" = l'-O" LINTEL PLAN NOTES: 1 THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 4'-6" LL MIN. A LINTEL PLAN - ELEV-Al SCALE: )/4"=1"-0" C= 0. 0 so co CL 0 N a- CO >< M LL. -0 0 C N -C M 0 L) _0 N C, a) a) a) C: D-S-- E a) -0 C: > 0_0 M (n 0 0 > > 0 JJ C%J C14 2! C14 C5 1_4 ; j To the best of the Engineers knowledge. information and belief, the struct ral 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. 00 E r 8 LL 0 LL :"0, J L� - L� CL c) N- 8 - - a- �4 , '! 13 13 u� (6 U) LL LL o_ W 3: - 0 Z -a- :� . Y, 0 19 .r- ca C) J__ � `1 �_J 154 10 - W -, 021'-YMc� co 1� t� LM E ILW oo Z�6 g Q Z LO co Of D 0 (" 6 5:3 10n) Z 0 W CD < 010% W ur) 0 4--J LL_J 0 V) V) LU J W E C) U) i44 -ISO CD CID M CY'> 0 Z Z < LL, c6 E E 0 ,j Z < Z @ CU M , 00 0 ZE Q C-4 01 < z 0 < 0 C/) C 0 0 Z Z Z U) 20 Cn 2 '02 < CL 3: 2 W C) < CZ> z < C=> C.0 .05 < 0 0 > CD cr_ LO LO 0) < 0 M CN 0 :3 C:) CN a- . . C) """ 0 0 (0 0 04 1 04 C) C:) U-) 00 -0 04 LO III <Cy') E 0 Z M Z E IL E 0 0 0 _0 < JOB NO: 22-02387 SCALE : AS NOTED SHEE7 NO. 8.0 �-r ur Fm[li-1111ris ix: V�l 111-1 J --r -T-- -------- _i, T1 I _-TT-- -i I �FJTTT-i . I Ilt-.T -1,1 � I _T-T-i -T--T --------- 7rT--r--� i - LO 00 C) r1l) LO LO C) C14 oo C14 5 _4 00 LO Ln lu- 0 co N') C-4 C) A LO L0 0 C14 04 C) C14 E 0 E 0 0 (D LZ C-3 CL -0 9 -2 LZ C) C14 C'4 C4 C*4 -:g im Cn Cn NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 241, 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 PREVENTINSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C,ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 (1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3, GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(61 OMM) 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 X2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. & 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 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 61TMS 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 TRI 1 -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 61TMS 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 TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 11. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 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. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W1 LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0, ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4- MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4, REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5, REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-l-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. 3" 2" 1 Y2" Y4 " MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) 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): 3 1/2" MIN. THICKNESS W/ MIN, REINFORCEMENT OF 6,0 x 6.0 W1 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 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4,3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. AND TIE DOWNS: -FASTENERS 4.& 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'TBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BYAN 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.& 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 1557-02EO1 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 T-O" away from the building side walls. 3. Irrigation/s systems including all risers and ,Trinkler spray hea s shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for ins action for termite infestation, between wall covering and final earth gradepshall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of tra etc., shall be made with permanent metal or plastic forms. Permanent forms must of a size and depth that wil I eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil va r retarder must be installed to protect against rainfall dilution. If rainfall occurs befopreo vapor retarder placement, retreartment is required. 9. FBC-R R318.1.5 - Cincrete ovepulrand mortar along the foundation perimeter sc must be removed be ore exteno sot 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 b licensed before be issued. pest control company a certificate of occupancy will TUcertificate 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 1 �4' 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 = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS INDOWS 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.0 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%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND ly8,, 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 Y8". 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. 4= 6- > 3� C, 0 0 CL 00 >< -M U_ �0 0 7- > 0__Q, E c M (n 0 0 n 0 > > Uj C14 C*4 CD !��4 C141 cli 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 sea[. CD W 'o E CCDD MN CR r- N LL 00 a) LL C? 0) U) C-N -uj 61 C: W U LL U� 0. LU Z� _j 0 CIL z :� 1-- ca 0*' C) C� 0 uj W co < 0 , uj < � Ci EL Z 'o L5 04 z R Lo 0 N 1� < < =) C-) LL 0 c/) 0 (.) _j W 0 S !P E3 V) 0 q) 4-1 (U LU C U ) 0 g c, L.0 E CC 0 0 CD CZ) z< U_ E 0_ F 8 z � Z < Co W 00 D 0� C:) E z .0 <, z =3 fa U3 .0 C, z z W 0 � 0 man ca- 0 < � 0 z Hill CZ) �6 0. C:) LO LO < co C:) C:) Cal co +_j V_ < +_j 0 C:) C) 00 C14 LO CD c1r) C14 E E 6 z cc z =3 E 4=1l cc CL E 0 'D 7% 0 _j < a) JOB NO: 22-02387 SCALE : AS NOTED SHEET NO. SIN 01 -3t LO 00 C) U-) rr r- C) C,4 00 C C:) ]:�C_ LO 00 U'� 0 C) 9 r- 00 r�o C'4 C, C14 C14 CN CL E 1_2 E C-) __1 0 0 10" a_ .2 -0 E, 6 LZ 1�0 cm 16 C'4 C14 (D 1�0 �3 0 1= 1= THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl-1\2" LONG (3/4"-V CROWN) .......... .... . ... .... .... ......... . .......... ........ . . . . . . . . V ............. I ... .. . ... . .. ....... ... .... .. ........... ...... ... ........ - - . .... ..... ..... ........ ...... .. ...... ....... .................... . .. ............... WALL SHEATHING . ..... ... ....... MAX STAPLES @ 6" O.C. VERT BETWEEN . 1. ........... . . . . . . . . . . . . . . . . . . ......... 16GAxl-1/2" LONG (3/4"-1 STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) V METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR Fl3CR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 101-011 TANK -LESS W/H H C G 000 0 LIT FOR 'I - -1 01 5' 011 < STUB-0- 1 = 0 C? U-) 0" L I 0 GAS METER 0 L) 9 0 0 MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 9 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-T' (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16"O.C. 161-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (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 BCIOJoist 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 wood panels 2 x — + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel 902.0 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking -t "I 1/8" gap FILL CELL STD. 90' HOOK F BOND BEAM C/) LU Q: STD. 90* CONT. #5 CONT. #5 HOOK BAR BAR "LL "LL 'T' 9�- #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D i PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJ1 TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2 I 2" max Small gap min. " I . 4 max. Clinch nails when possible A 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" max. 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. higher than ISOM SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall, Load bearing wall must stack *Non -stacking walls 0, over squash=20 blocks and require additional V, wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Boise Joist Blocking I 1— 0-1 /InAX --A, -4 all for each lapped joist. Squash block 10d nails SECTION INT. BRG. WALL (2x4 minimum) (U—) (D Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam 10( sa;Lam LVL 7or W MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D NOCKOUT EXEMPTS) (see table below) D V (see table below) DO NOT cut, notch or drill flanges 'se, Dtch\, 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 feb Stiffener Fastener Schedule Joist Bearing ocation Series Depth End Intermediate BC1,1000so 9-1/2" 2-8d 2-8d 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000se BCI 6500s(D 9-1/2" 11 -7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90so 11 -7/8" 3-16d 1 3-1 6d 14" 5-16d' 5 16d 16" 6-16d 6-16d SIMPS( w/ (22) NAILS I 5181 THRU BOLT SiMPSC w/ (22)' NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION \AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset En up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET 'oc' Whe &1'3 4 use i uaxj" nails at b"o.c. Tor all joist blocking panel *Non -stacking walls require additional consideration. =ME A %" ROUND HOLE MAY 6", DO NOT CUT HOLES 6" 6' BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN -a, V-111 11-21 1!-z- 1 1�-3- 1�-3-1 v-7. 2-4" 2-9- 1 3-0 3-7 1 -8 Any 16'joist 12 1'-C 1�111 11-71 T-2' T-3' T�9' 2�4' 2-11" 4-0 4 4-9' 9-41 16 I, -a, 1�-r 1 '-2' V-7 2-5 6-71 6_4 1 7-21 20 T-0" 111-11" V-Z' Z-a' 3-a' 4-a' 4-10" 9-11" 6-11" 7�-11111 &-1111 2A 11_C� 11-2- 1�_371 2-61 3--r 4�gl !g_1011 T-21 91-41 -4 g-el I()'-gl 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. N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) —111-111-111-11 1 -1 1 Nail with 10- 10d nails. 4 . . Install tight to top flange. .4 . SLEEVE THRU STEM SEE PLAN FOR al Joist hanger FOUNDATION INFO .4 4 STEM FOUNDATION GRADE REINF. SEE PLAN Filler block. Nail with 10-1 Od nails. Backer block required where top X A mount hanger load exceeds 250 lbs. Install tight to top flange. 4 A. i —7—=_77 1,W, 1 1/4" _2" gap--/ -----Backer Block -C "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. Iffne, as /!eb si if Web stiffeners are not required when top equired i hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0 6 X Joist depth I nge,, T I -JOISTS BUCKETS N.T.S. (2) A/C CHASE 4" PVC #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION z TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A a REQUIRED) / 18 1 Od 1 1/2" 110A 1 1 1 W ( ) x NAILS UPLIFT 1015# TYPICAL SIMPSON H10A INSTALLATION X 015 TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION� 12" BELOW GRADE 4. PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x CENTERED @ P P PLUMBING LINE PENETRA 1 4 0" IE TON eo A A SEE FND, PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION �d SEE FND. PLN. SIZE PVC OR SCH40 SLEEVE PLUMBING LINE 4,1, ..4 0 0 0 ; OEM= CY) N X LL M LL -0 0 N C) (D (n CL < E 7t- 0 i� M 0 > (1) > 0_0 12(- E c: (n 0 0 VVI > C), a- , > J C14 CN C=) C".) z'4 . % 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 Engineers signature and seal. W LO Co q E 00 8 0 00 CN CN 0) WC, 0 u_ C u_ 'It u� r_ r� - L� a C,4 LL a- 6 _J L� M LL u_ a. Lu 0 C10 W 0 L% 0 r- co 0 f- �E X 0", W W 0 M < U) -:� z LL ; d _J �<L l:: U2 Z� z W T 0 M 0 00 z W El El (D < V) 2, 4-1 F LL, J 0 Ln Jum E cl 0 0 C=, CD ce) cy� .1 00 z < LL_ (e E g- 0 E " Z� <� 7@ CU u WW CIL E 20 < �0 00 01 0< '< zo 'W 21 � I < '0 0 z �z 0 2< z 0 XO C-0 — I 10 0 .0 7- > (0 LO L0 T cc < (3) C) M 4-1 1_J 0 N 0) C'4 C:) C) LO 00 .0 n C14 LO (=) < CY) E 0 CU z E 2 CU Q_ E 0 0 C) _J 'D �0 cc < JOB NO: 22-02387 SCALE AS NOTED SHEE7 NO. SIN 1 00 C) rl) Lx') L0 V) CD 00 r4,) C14 (z) I C"! LO 00 (D I') L0 U-3 C'4 00 1`13 C14 (0 I C14 5�_ LC) U-3 rr U) :rl 0 C, CN C-4 C) CL E Fo- Q) E 0 In LZ Q-1 0 0 C.) (D C I n LZ C14 C14 04 C) a_ C14 4; 52 M ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTALJ NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS @ 16" 0. C. W/ (2) _\ 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 7;?_ FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF :2� 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 TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER & SHINGLE ROOF, SHINGLES TO A' BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM /1PRI= D3161-CLASS F, IN - - I III I III —11, ACCORDANCE w/ TABLE '11 ILI �__ I I I' _ R905.2.6.1, FLORIDA BUILDING : F__ I - CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT � GG ELEV. VARIESOML SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � S3 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W1 1 #5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" 0,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 3 1/4" BASEBOARD PORT AT EACH 7 FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W1 6XI CL /—NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" TIBERMESH" BELOW GRADE o4 2� 00 - Cl) 6 MIL VAPOR 00 BARRIER ITE" 4 III I> COMP. SOIL. (COMPACTED 95% a ;TW MODIFIED PR TOR 3 I 11 rW I III ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/ ON 3" CHAIRS TYP, V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 1411 1 V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" �3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB---\ 14" O.H.D. RECESS PAVERS� "T ;2� '=tN 2 4. 1 IL d 4 4. :4" 4 C? �4 �,,, SEE A/S3 OR JIS6 I :LN01 FOR REINF. INFO. MIN. CLEARANCE 1'4" (1 STORY) V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'8" (2 STOR") GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH ---' (U.N.O.) (OR Y8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS 1/2" CDX PLYWOOD OR 7/16" 0 ' S 8 SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"' x 10" "J" BOLT @ 24" O.C. W/ 2x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"xl 2" TITE N H D @ 24" OIL A. F. F. O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) 211- 0 E LEV. 4-3 1/2" 3 1/2" MIN. 70K A.F.F. 'n I,,j LL L C) CN 7\/IF -b;d bzd— —, -4 -7- -+5;d TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE - TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N,O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) (ALT: 1/2"xl 2" TITE N H D @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (110) 1 Od NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 211 WWF OR FIBERMESH 3 1/2" M IN. 1/2 4- -tv I I _" 'Mill III III R I I ram (min.) 2� .. .... 1/2"(min.) 00 r:;:Tl r;=;l I r r it� ,7K '111, W, 11 11 9yv — J! ml_ -II - -4 - -j III L 31/2(min..).. _F TTI-UT 17 t=t!ME zz :_iiLl F (2) #5 CONT. (2) #5 CONT. 4" 1'4" 8" 4';- 8" U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL (.@ STEP (ED SHEARWALL rc_`�� TYPICAL BEARING WALL @ STEP rcc "SHEAR WALL" SCALE: 3/4"=V-0" � S3 ) SCALE: 3/4"=V-0" � S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S. P. F. STUDS 16" O.C. BOUNDARIES, 6" OIC EDGES, AND 12" O/C FIELD. - 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C M U FORM SUBMITTED WITH PERMIT NOTE: INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION SEE SECTION C/S3 FOR 10'-0" (R302.1 1) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 10'-0" (R302.1 1) SEE CC/S3 OR cli LAYERS W/ TOTAL THICKNESS 7/8" OVER -1/2" GYP. W13 (MIN.) @ GARAGE G/S3 FOR ANCHOR 5/8- x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD x 3500#, MIN. TENSION 2600#) (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] x SPACE ANCHOR R FROM *SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING 1< _j = 71 FIBERMESH BOLTS 6" MAX FROM 6x6W1 4xW1.4 2�1 wl (10) 1 Od NAILS BAR / < ;� x I-_ WEEP SCREED INSTALLED LU A "E R' FIBERMESH TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS X END OF 2" x PLATE FWWF 0 ASSUMED FINISHED N�"-#3 OR #4 REINFORCING BAR 4 LU E F GRADE 40 MIN. Fy= 40ksi x GRADE #3 & #4 LAP SPLICE x A F I 9 jA 1> [GRADE 60 MIN. Fy- 60ksi x U) FINISH GRADE 00 2 1� a_ ;2� 25" MIN. LAP [30" MIN. LAP] MONO OR STEMWALL___1__1 X Uj EEM FOOTING MONO SHOWN x M 00 50 ;7 777!4 11 x Uj FOR CLARITY 6 MIL VAPOR BARRIER #5 REINFORCING BAR R 17/8" 1=1 MI-1 I z E Tu -E CN — _9 NOTE: F::�Li I - ffJ LMr Orl_lv�C: MIN. (2) #5 CONT.- id! i _Hi i *FOR BEARING WALL RF W/ UPLIFT ONLY COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM 36" LAP [36" MIN. LAP] 10.. ON 3" CHAIRS (TYP.) 8" V-4 8" LI D1557) I H 11 �,w F,=,,l I I.— 4" 114' \xx� x/ xxx/,xxx, \xxx 1xx1 x/ x— 7 #6 Lkp TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E� REBAR DETAILS rF WALL w/ UPLIFT SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" � �S3 SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4":�� GRADE 0 ", - - -I I F- CC ElU= —1 1 F� - 4 �'v 1— 1-1141-1 1-1 * itp 11. !il)l #5 EBAR w/ OPT. QREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" � S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS C A �=j 1-11 JEE A. 0? FEI I Ill- FE1 I —n SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STq1RY) GARAGE DOOR SLAB RE CESS SEE TYP, WALL SECTION FOR SCALE: N.T.S. �3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. D T 9� 1/2" GYP. BD. HOLD GYP. BD. Uj COLUMN SIZE AND BASE 2" Uj I/ �.. 1/2" FROM SLAB U-1 CONNECTION INFO. SLAB STEP & RECESS (a) S.G.D. M C/) M CONT. BEAD SEALANT SCALE: 3/4"=V-0" 01-01, __j S3 4 INTERIOR 2X STU -3 1/2" GARAC 1/2" GY CONCRETE NAILS W 1 1/2" W/ DR EMBEDMENT @ 12" O.C. I PLATE TO CONCRETE ON FL (MIN. SHEAR 180# MIN. CONT. TENSION 120#) CONCRETE SLAB 6x6W WWF C 0? E r 6 MIL VAPOR t��11�111=111 U -U F1111. -fill 11- , 0P == ==.I WI r, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" SCALE: N.T.S. SCALE: 3/4"=V-0" SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) T7 I WWF OR FIBERMESH 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR x & LAYOUT DESIGN TOP OF BEAM VP (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO C0 Ti T.. ZIT5 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z 0 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION 0 ---------- Cl) LU l -:9 l BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. ��3 W I C%S 0 > 0 00 17\1 (13 X LL _0 0 C: N M 0 (Tj Q -0 C: a) -11) A.- a) C: < < OL > -(D -0 0 > Q) — E U) 0 0 c:: 0 > 5 FL 0 W CN CN 2! V C14 C> To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Honda Building Code - Residential 7th Edition. Engineer's signature and sea[ is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W C) oo ct:, E o - 8 0 N 0 2 t ui I- c,4 o LU u- a. U_ L� 6 Lu 0 z 0 0 W 0 W M, < co z LO 04 C0 IL us _j Ix SQ 0 < 0 0 U < Z) 0 o en z OEM 0 4-J ru LU o trl S 1— (3 E U E; CD Cl) CID o LL_ c6 E E &5 �z o z zo n� co . x 00 l_ C1 �2 o , , o' < gi, E 04 Z =3 C/) <' z< ") -,x 0, z o z (n o m < z z 0 o W OL z UI z, CD Lu CID lo z < > LO LO < (D C:) CN cr C:) 04 00 LO C'4 C14 E 0 CC z E W co 0- E 0 0 'a < _j SCALE AS NOTED SHEET NO. S3 (MONO) ,v � DS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND E COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 PSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL YWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD 0 OOR PLAN U) LU !;� SIZE VARIES PER PLAN BEAD SEALANT > LU wl MIN. (2) #5 VERTICALS 002 GRADE _77ffl __1 FILLED SOLID (SEE PLAN FOR I 1 1 1.4 x W1.4 Q Lu LU SIZE AND REINFORCEMENT) LU 0 T q R FIBERMESH ce) LU BRICK PAVERS or SLAB PER /-COMMUNITY SPECS Z 1_ LLJ Q_ LLJ 0 LLJ Cl) LU 00 0 U_ co N LU 9, 0 'l2 L-,,T-; z z< A < LO 00 LO 2 0 < 8 C'4 CD rl- 00 C14 C'4 U-) co LO =3 0 -0 _Q co C�4 CD Ic 0 CN CN CL E co E 9 a) LZ f2 CL -0 -2 LZ �1 C'4 15 2 a- C14 C'4 CD C14 P 9� (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.) FOR CLEAN -OUT ------2x DEAD WOOD @ MID PO I NT W/ (3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/81, 8" 75181, 8" v -7 -SOLID AREAS ARE 7 5/81, 8" TONEAILS SPACED STEEL AND GROUT DOUBLE 2x TOP EXTERIOR FACE OF BLOCK EVENLY PLATE WALL IS 1 1/2" MAXIMUM INTERIOR WALL HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" [Ej'l 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE �-7 Z, TO BLOCKING ---(2) 2x HEADER 0 PER PLAN \-2x BOTTOM PLATE W/ (1) 10d @ 8" VARIE6 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. �4 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) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID _-----POINT EVERY OTHER STUD W1 (3) 1 Od NAI CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —",-I FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 1 0d---1------1, NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W1 8" EMBEDMENT 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ : / 90A STD. HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) k-ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CL. loll DOOR OPENING DOOR OPENING EXTERIOR WALL WALL CLEAN -OUT SCALE: N.T.S. F111 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW MASONRYLAYOUT SCALE: N.T.S. �4 KNOCK OUT — NOTCH LINTEL WHERE REQUIRED BLOCK W1 (1) #5 \ FOR CONCRETE PLACEMENT � 4 / 81f STD. 9CrHOOK 8`1- LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-10" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL FDN. PLAN FOR LOCATION --- IE --"-----SEE L] NOTES: 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. @ OPENINGS LESS THAN OR EQUAL TO 6-4' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE, SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE LU 0 FORM CREATES CONCRETE RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW 2x4 (NOM.) J FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL -8x8x 16 C. M. U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY ME GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL , SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK 4 'BOTTOM OF MOI IN POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGEFLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ ---I 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" OIC TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2 x 6 P. J-BOLT TRACK BRACKET FOP iARAGE 1OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHE ETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK �K SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V- 4' (1) (2) (1) (2) (1) LSTA30 4'- L�L (2) (3) (2) (2) (1)LSTA30 9� -16' 1 (3) (4) (2) (4) 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"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: \—(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) 1 Od x 1 1/2" EACH SIDE '--2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL Q� SCALE: N,T.S. �4 SIMPSON SIMPSON SP2 SP4 2X STUDS @ 24" O.C. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C 217yTYP) SEE ELEV. UPLIFT CONNECTOR (SEE P 17 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 BARRIEZ" SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET S FBLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRE COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING C O/C FIELD ;2� < U) \j2-16d 2x TOP PLATE-/ 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS --- CHORD OR BLOCKING SIMPSON HETA20 W/ (8) 1 Odxl 1/2" L�L� NAILS AT EA. TRUSS VERTICAL WEB 711 2x STUD @ 24" (24" O.C. MAX) W/ MIN. 4" EMBEDMENT L LROOFTRUSS 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 SEE A/S3 FOR7-\ STAGGERED FROM BOT. UPLIFTCONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) /8"X10""J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P - I. .: . \-simps6N SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL AND FILLED W/ GROUT 1 #5 VERT. IN CONIC. FILLED CELL----- W/ STD. 90' 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 0 PSPN516Z W/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE-7 /-,� NAILS TOTAL) EA. SIDE OF 4(9,, SPLICE STAGGERED 1 Od @ 8" O/C ATTACH ALL f EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M� SCALE: N.T.S. F= 2240 LBS SIMPSON SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING P.T. SG 1 SEE SECTION AA/S1 -ATE AND BB/Sl FOR A T ILS ADDITIONAL DETAILS SIMPSON Spi RECESS LINTEL SP4 SP4 SIMPSON SIMPSON SP4 SP2 I NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON IMpSON SP4 -\ S //1' SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL/" j SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# S PF) (5645# SPF) (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. I & NUT 'OXIED A.T.R. Z & NUT OXIED A.T.R. I & NUT SIMPSON SP4 �-2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8 P.T. BOTTOM PrTE I �L5/8"X`10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " T2X8 P.T. BOTTOM PLATE - I UU 5/8"X10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOFTRUSSABOVE 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 518"X1 0" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 1 Od NAILS@ 4 1 Od NAILS @ 6" O.C. A STAGGERED STAGGERED TRANSOM FRAMING N N BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 SHEATHING & 8" O/C FIELD 15:z SIMPSON SP4w/(6) 10dx 1 12" (USE SP6 FOR 2x6 WALL, USE :—PLYWOOD SP8 FOR 2x8 WALL) SHEATHING 9 SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY— * SIMPSON SP1 wl (10) 1 Od NAILS WALL BELOW 0- 5/8"X10" J-BOLTS @ 24" O.C. I MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: - 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. C) 0- N C= CL Ca >< r.-3 cc U- a '"D C) C: (N M C C: (D d) --.7 W :F; C: Ch - C 0 0-0-0 > 5 C I -- E C5 U) 0 0 C: M " �5 0 > 4-[j; CN CD 2! n 1� j 10i 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 seaf is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CD W ot E I.- 4 8 , 8 co 04 C, N 0) _j G u- 5 6 C 0 4A LO u U) Z ZR N CD - "t L-L �, , x r -, M LL U- -1 CLL a- ul - � 0 z 0 10 0 LU M --, W 0� W Cf) 6 � �2 < a- Z co W) co z j = < 0 z 0 W 17-1 [71 (D M U) V) Q) U 0 LU ul V) U-, ls E 2 8 � i *j ms di U I us (21- 51 < 0 oic r-- co Cl) 2 z U- oi E E 8 z< CU 0 C1 0 �i . 00 , () 0. 0, E CD fa LL 0 < - z 93 � <� 0 .0 0 z U) 10 <, 10 � 0< �z �O ca- z < < 0 C> co W, 1< 0 .2 C) 12 (0 LO LO M M CN C) :3 0 N C:) 0 U) (.0 M M r11*1 *-a 4-j N 0 1 C\I C:) C:) LO 00 -0 -0 Q C14 LO C=) C'4 < 04 E C: 0 cc z E C9 0- E 0 0 '0 0 < rz C 4) JOB NO 22-02387 SCALE AS NOTED SHEET NO. S4 F I 7,F I fil, —7� --I-- Lo oo C) LO LO 0 t < CD c'4 C) oo ,14 LID CIO Ln LID W v 0 r ao L0 Cn, E cD E 0 P1 E 0 a_ c I n .2 16 0 9 d) LZ c:) �1 C'4 C14 9� SIMPSON HGAM11( W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL wl SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS--\ NAIL W/ 6d 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 BACKNAI L w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CRO§ BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAILY 2X4 KICKER I -,,—2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @ &4' O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d 1" BRACE TO EXTEND 2X4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A W/ (10) 8d 2x8 P.T. E TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7116" OSB SHEATHING END I '\- ATTACHED W/ 1 Od GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7116" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS wit 1 Old NAILS @ 6" 0. C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"4" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 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, 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, NAILING SCHEDULE FOR SHEATHING-i IF >9" SEE 10/S5 DETAIL DOUBLE TOP PLATE 2"X4" CROSS BRACE — 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT \It 1" BRACE TO EXTEND EACH JOINT W/ (3) 1 Od & (2) 1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END SS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING /-1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d ��7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1 Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS --2x4 "T" ON TOP OF PANEL . . 2x BLOCKING 2x4 "T" ON TOP OF PANEL BI OCKING-'�- 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR BLOCKING, FASTEN WITH WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1 Odx3" @ 4" OIC FASTENWITH 10dx3" @4"O/C SPACED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. 2x4 "T" ON TOP OF PANEL @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT W1 (4) 1/4"xl 1/2" SIDS SCREWS TO SIMPSON META12 W/ (7) 10dxl 1/2" NAILS AT 6-0" INSTALLED PER MANUF. ATTACHED W/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. " " " " " " MOISTURE BARRIER 1 Odx3" @ 4" O/C 1 1/2 x 8 J BOLT @ 32 0,C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER L SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 W/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4--0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION r2 WEB, USE MSTAM36 W/ (7) O.C. MAX) W/ MIN. 4" 1 Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK � �5 SCALE: N.T.S. TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING NOTES AND NAILING x INFORMATION oo co SCHEDULE FOR SHEATHING DETAIL wEY BACKNAIL w -WOODTRUSSES c.0 bo 1112- oo 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM -2X4 RAT RUN BRACING 1 RIDGE FASTENED AT AT 24" O.C. ON TOP OF 112" EACH JOINT W/ (3) BOTT.CHORDFOR4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 - 16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAM I NATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS .2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF t O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOE NAILS '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) MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE I O/S5 WOOD TR U SS ES 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM1 OKTA W/ (4) C. FIELD 1/4"xl 1/2" SIDS SCREWS TO --JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR 7_�__�,_ICONNECTION TITEN TO CMU 2x4 "T" ON TOP OF PAN L EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 161 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2X4 BLOCKING W/ (2)12d TOENAILS NON - LOAD BEARAG LOCATION �D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) - 1E TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (8 SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" ADDITIONAL INFORMATION. SCALE: N.T.S. �5 SCALE: N.T.S. 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 SCALE: N.T.S. S5 12 6 MAX. .9 F TOENAIL (2) 16d NA 12" �SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131 " AILS EA. SIDE 2X4 #2 SYP W/ 1 Od XO. 131 @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS S5 1" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 ;% J CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING 6" OVERLAP AT LEAST TWO TRUSS SPACES -MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S.' S5 1" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 BLOCKING --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHE 10d NAILS 4' O.C. TYPII L GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL Gr SCALE: N T S 5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4" 0. E21Y TYPICAL TTL" D 4 CAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL/"' 6 S5 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12) 1 Od -2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" 1" BRACE SLOPE OF ADJACENT TRUSS) � NAILS AT EACH STUD FASTENED WITH (3) STUD WALL (SEE TYP. SEC.) 16d PER SIDE SECTION SECTION r3 r4 SCISSOR GABLE "T" BRACE (_7 SCALE: N.T.S. SCALE: N.T.S. �5 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2) 1 Old TOE NAILS AT EACH END @ 24" O/C (TYP) z LLJ 9= \-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 LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N.O.) 1" BRACE 74" (U.N.O.) 1" BRACE 24" UO" - T-0" T-0" - 64' 6-10" & GREATER SCISSOR GABLE - (1) 2"W" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENEDTO GABLE STUDWITH 10dx3" NAILS @4" O/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.) �CONT. BEARING GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 1 Od NAILS AT EACH STUD ENDJACK 1 V-0" MAX. U-1 0 0� 0 r CORN < 7\ t ER JACK LU z 0 HIP FRAMING REFERENCE PLAN E S5 C3 Lij Uj CD C? z C) < 9 0 ;t 9 LU I — — — — < C) b d LU A I I CL �7_ NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2)"T BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-4' O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION > 0 0 c) co 8-6 N X M 0 M _C: __y) < W F < 0 -0- Zl, �: ca, > Vj C) > L= >, => E, M U) 0 0 < 0 > C14 C:> 2! C:) 1, �, " p\. Liz 1 C; 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and sea]. W cv� E m F- 0 " 8 . N 0) c1j 6 C u� 2 00 a) 0 :3 o? u) --I Lu U_ U, u_ ui� CLo 0 z �0 0 9 0" 0 LU N 0 r- o' W co C� Z co 0 _j Lo z L/) 0 cl) LLW N < a do _j cn z 0 --- X 8 1 V) o LL 4--J c_jl�l LU a U 0 g U1 u) E as :E:- w o u) < o m co co z c6 E z < R K@ E va ro 0. �o < o' oc cn E E � �o . z ro < o 1, o' z1_ z C/3 .1 �z 01- < 82 2< <, o z W U c:) <1 �o c:> I 18 1 < �m 1 83: C) E2 0 0� LO LO 4i cu (D C:) -0 T_ 0 C.0 CD 04 0 CN 0 LO 00 -0 CN CN L0 (N < E E 0 z z E E 0 _j JOB NO: 22-02387 SCALE AS NOTED SHEET NO. - S5 1,T I _F4, X 11 �__;_T I- LO 00 CD LO LID E < C=� C,4 9 r- 00 C14 LO 00 C) Irl) LO L0 CC> 0 a- C14 0 Irl) 00 CD LID LO 0- E to CD E 0 01, 0 1z f2 -2 0 0 P CL C14 C14 C> C,4 :-4 C14 _c� J� C14 C> CN ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION - BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" 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. WEI 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 15 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL�,,� DIVIDE THE CONCEALED SPACE INTO APPROX. EQU)r AREAS. FLOOR SYSTEM// PER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN 1 NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY C� 4. iE I -, - - -,;v co —11 —11 .11 A' . 'A 1 11 11 11 6x6 W1.4xW1.4 WWF OR FIBER E A 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 FRAMING SHEET FOR SCHEDULE - [RSH1 - ON 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 LU PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 =) FOR MORE INFO _IJ in LU 0 M 0 U 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER -t METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD F- LU LU LAYER 1/8" THICK. U_ = -7ad INSULATION PER CHART ON FLOOR PLAN B R S6 S6 --METAL SEAT OR FELT IPAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W11#5 ROD CONT. FILLED SOLID WIGROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"X4" INSPECTION PORT AT EACH FILL CELL TYPICAL LU Cn AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE :[NISH GRADE 00 \-STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1 TYP 2-STORY WALL SECTION - REV. 03.16.21 SCALE: 3/4"= 1'4' S6 B SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----� MIN *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL' SIMPSON LSTA24 STRAP wl (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Old 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 FEND SHEATHING TO )F BEAM OR GIRDER �TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ 2) 10d @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS SCALE: N.T.S. E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS 00 -1 SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. TX4" CROSS BRACE @ 48" S I M PSON H ETA20 W/ (8) 1 Odxl 1/2" O/C FOR THE 1 ST Z-O" OF NAILS @ 24" O.C. INTO TRUSS E N D WALL W/ (2)1 0dx3" @ EA. BLO KING & MIN. 4" EMBEDMENT END INTO 2"X4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION � �R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. zx -j I uuz) (a) i 2"x BOT, PLATI (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS,1 FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. TRL RIBBONS DETAIL (FLOOR TRUSS) SCALE: 1 1/2"=V-0" NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION -1/2" GYP W.B. MIN.@ GARAGESIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY-___ @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1 U-101" (R302.1 1) EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 W/ (10) 10d —_ NAILS AT EA. STUD F(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, — — _: : t.. 4 F A 'A LLU7 �% . III H 1 11 17,=,.l =1 I 1=1 I 1=1 I I�Fl (3) #5 CONT. ON 3" I CHAIR W/ 3" MIN. F8 V-8" =8" CLEARANCE INTERIOR 2—STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. u I C1 C U 15132" OSB Az EXPOSURE1 qx F SHEATHING PROVIDE F _x F�� BLOCKING AS REQUIRED PER C SECTION X-X IF ui _5 NOT FULL A HEIGHT SHEET- U) Z FLOOR SYSTIM � (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE1 SHEATHING ui uj FF 1: LID 2x U) BLOCKING @ ALL :i SHEATHING 0 EDGES (SEE OPENING SECTION X-X) Lu CL LW) C 71 x F_ _2x STUDS UUjj BEYOND. SEE PLAN :i 0 Cl) —2x4 P,T. BASE PLATE BEYOND 2x RIBBON OR VERTICAL \__(�)__jHORIZONTAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM MAI I r-1 r-AIA-rl^Kl 17-81ArIMARA SPAC /4" S 31 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 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" D.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 Lu _j _J PENETRATE SURFACE MORE THAN Y8". < u) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" D.C. wl 8d COMMON NAIL Z I = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" D.C. w/ Bid COMMON NAIL. 6!�E @ NAIL INTERIOR AT 6" O,C, w/ 8d COMMON NAIL. Lu U) ST GGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. A w/ 8d COMMON NAIL Lu 0 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER 0 a 0 0 W/ 8d COMMON NAILS @ 4" O�C. (2) ROWS @ TOP & BOTT. D 0 U) ca � _�) U) LL Z LL (g (2) 8d NAILS @ 3" O�C. TO EACH TRUSS END OR @ VERTICAL Cn Lu 0 uj , 0 MEMBER IF GABLE END U NOTE: 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", WALL SHEATHING INSTALL. rc & NAILING SCHED. ��6 REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"xl 0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN C1 A INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS ONLY EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON x /,,/--2x STUDS TYP. BOT. PLATE 0 [�PF R TRUSS / LO M 041A BEA SEE PLAN FOR REQUIRED ---- CONNECTIONS LOAD BEAR I NG/EXTER IOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONTAL- @ INTERVALS NOT 1 1)� EXCEEDING 10'-0" (R302. 5/8"DIA. x 10" "J" BOLT W1 8" EMBEDMENT @ 24" O.C. W1 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH \ A 4-- �A A A A A A I I I 1—al I A A (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/Y MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS ISTUDS SIMPSON EA END EA END EA END I EA END 1-4 (1) (2) (1) 2) (1) LSTA30 _'I (2) (2) (2) (1) LSTA30 16 (3) (3) (2) (3) (2) LSTAin PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-10" ADDITIONAL INFORMATION. 00 FINISH GRADE 1 00 v S6 4-0- r1_ 0 c) 0- co x C) 0 CNI \qe� (D C, _C: , v) E 0 0 0� > > F CU 0 :5 0 > > C=) I j T To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 10 W -�x E 11- C) 4 8 C-, 00 U 0 Lu 0 f f-� LU IL CN 0 U- 0- - 9) u:j � he U) U) CU u- 0- Lu u__ 0 z ox OT C) M C�, (0 M :3 _j W 0 2 co < W U) < Cc Q. r- IL Lo z R LO 0 E C-1) I N .. < < L z 0 d W (D = M 0 N Va g I < 0 4--J (a U 0 Ln (U E U) _T C.0 - CO cl� 9 z __j U_ cd- E 0- 8 5 CU 6 I`__ C1 �w < - 2. . W 00 0 z E'0 04 tT < �z 1. - =3 ra C/3 C: < 9' '0 0-, Z, z cn co !D �z fo 0� Sol Ot- 3: 3: I C-) 0 MjCD cz:) CID al 10 C) 4) > LO LO 0) 2 cc C) C:) N 0 U) C14 C14 0 C) L0 00 LO (=> < 04 E 0 z E 0 E -�_; _0 0 2 0 '10 _j < JOB NO 22-02387 SCALE AS NOTED — SHEET NO. S6 (MONO) rn 00 L0 L0 Cr V) ag :20 C14 00 C14 LO 00 C) PI) C) C) 15 r__ 00 1�0 C14 C, L0 -0 0 0 -0 _Q ,zn C I CL E E 0 Cn -2 LZ C-) I 0 0 0 0 __j CD 1Z rl") Jj 8E 3. x44 111124" D RYWALL DOOR JAMB (REFER /2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. T TO PRODUCT F-1x4 TO PRODUCT TO PRODUCT APPROVAL FOR CONN (11 APPROVAL FOR CONN. x4 APPROVAL FOR CONN. //z X4 3-1/4" LONG X 3/16"'0 x4 P.T. FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2"' FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" L1x8 TAPCON @ 16" O.C. & 4" 2X8 L1_1X8 BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C, -3/16" x 3 -1/2" 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 3/16" F_ /, I TO PRODUCT APPROVAL FOR CONN. Z// x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FRO M EACH FURRIN( TAPCON @ 16" O.C� & END w/ MIN. 2" EDGE DIST. z,/ 4" FROM EACH END w/ P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 gy nFTAII 9 1/4,, nFTAII STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT (dy"OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc SCALE: N.T.S. � SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)lOdNAILSINTO 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 ARE7A BACKSIDE TO FIT ARCH 1, (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/BLKG 2 x 4 SOLID BLKG. (FULL WIDTH OF W ALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSI3 INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-vz, rHK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. �S INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO��) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSI3 ARCH PANEL "---2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 _'N� B-13 ARCH DETAIL rK SCALE: N.T.S. �S - SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED '-2x845 DIAGONAL BRACE ATEA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END -PROVIDE TAPCON WITHIN 4" MIN, OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 81. EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" #5 REB, (TYP,) STD. 90, FILL SOLID HOOK (I BOTH CELLS F 117, 77-77 zd NOTCH WEB AT ±5 FIRST2COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT wl (4) 1/4"xl 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) wl 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 LL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 000, #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 9)(A SYP #2 CONT IMATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR, B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL, C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 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 NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. Ic 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. IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16- O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4" = V-0" S_") MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W i W ' M ' AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID - OCCURS WITH MIN. 3" COVER - 6-0" P P GRADE C14 z C-4 NIS t (2) #5 REBAR. (1 -STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY .00 4 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT. PLATE W1 (2) 1 Old @ 6" O.C.. 411% ATTACHED WALL SHEATHING TO #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED 2X BOTTOM PLATE W/ 8d @ 4" ,R AND NAILED W/ 8d COMMON @ *41#4 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 41 0TD 90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 1 Od @ TRUSS VERT. WEB NOTE: METAL SEAT PLATE LAP SHEATHING TO BOTTOM OF BAND E C A C VB JO W, ±2' NOTC7IIIIWF_B (a) FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 114xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" rHE TITEN INTO K.O. BLOCK S FILLED CELL INSTALLATION RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. "is SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW-1--A;:t7 CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (") 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. L 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 &STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (--) FOR ALUMINUM SOFFITS �/ITH 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.* 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 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO ==='F 7V 1111 A _+__1 + SUPPORT SOFFIT PRECAST LINTEL ENTER SOFFIT SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION SCALE: 3/4" = V-0" � Ss _qPP.qHPPT n) Amn SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP COA I C: 1 9 1� —I _W 0 U) U- 0 Uj 0 M U) FILL 1 st 4 COURSES SOLID WIGROUT A FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.� A OVERHAN 4 4 RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1 NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 51-011 INISH FLOQ k SF 2 7 V... #5 BAR CENTERED W/ till, K�: IN TOP A 9 KNOCKOUT/ N v CHAIR BLOCK A MONO FOOTING 0 A, SIZE AND REINF. PER PLAN A AND SECTION DETAILS CLEAN FILL Jo 6. DIRT A. LSTANDARD 9 CN #5 BAR IN 99 HOOK FILLED CELL L 2, x" % Sk- STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT 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 n SAW CUT SECTION EXISTING FOOTING A SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. 0 0� CL co, x M U_ .v 0 0 E- 0 > M, 0- �,o E 0 0, 0 ui C:) C11'.') 2 cl.� C:) C. 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. CD W oo E Awah 81 8 cc,45 WEE N 0) o a) @ 0 oo u) Lu LO . U- Lu U� (on - co LL U_ a. LU _j 0, 0 C, z 0 C) 0 LU C� W 0 W 0, 19 M W rn I < Z cc) Z� 0 _j cl) z W LI) 0 d < z W ED E3 X U 0 LU LLI q E o < o Aft , 'z cl� cc g o z < U_ c6 E 111M ca- 0 E8 V5 z i z z< CL E < 'o o< rM U) < z < o o " (U z �o �z W > � 8 X -o W U C:) c:) o o.k,I d;�. .0 C.6 L0 L0 T < M CD 0— a) F— C:) C:) U) 00 00 < C,4 0 C:) C\1 C:> U-) 00 01j 0') LO C:) cr) < E E r*,- 0 z z E (D u) E 2 6 cc r_ -�-; 0 0 r_ W JOB NO: 22-02387 SCALE : AS NOTED SHEET NO. SS 11 �i 11 1 1 1 1 - - 11 1 1 00 L0 L0 Cr 0 C) C14 C=) 00 VI) C'4 LO 00 Lr) Ln LO C) C14 C) 00 C14 5�- L0 L0 qP 0 V) z C) tR �1 C) E 0 41, LZ E2 0 Z 2 0 C-3 Z -%2� 2 El- CL 5115 01 -2 C14 C14 CN C=) Cn SCALE: 2' " = 1.-011 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 \ 0, VVMLL 2x1 2 SYP SCAB 2X4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN A AND.21 "GAPTOPAND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER /N" BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT A�RS IN WALL —2xl 2 SYP BEARS IN WALL X4 BLOCKING FOR 2xl 2 x4 PT UNDER 2x12 C -2x6 SYP ROVIDE MOISTURE PROTECTION LZATTACH ALL COMPONENTS L 9x4SYP BLOCKING OF STAIR TO CONC. W/ X R T Pt FOR STRAP CO S M "0 C 2x4 PT NOTCHED INTO STRINGE (SIMPSON MTS12 w/ 2 TAPCONS @ MAX. 32" O.C. AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS (14) 1 Od x 1 1/2" NAA1 LS) ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2 -1" TAPCONS @ MAX 32" O.C. 4 (I EW "All SECTION VIEW "B". SCALE: 1 V-10" SCALE: 1 V-10" GN THIS STUD WITH FACE OF 2nd RISER 1X4 GLUED AND NAILED TO STRINGER 2x4 DRAFT I STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G-1 SECTION VIEW 11CIIIIII SCALE: 1 " = V-0" TOP OF STRINGER I- STRINGERS G---L� Ej 2x4 BLOCKING FOR 2x12 SIMPSON A35 'CH 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ 2A PT NOTCHED INTO STRINGER (14) 1 Od x 1 1/2" NAILS) AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS SECTION VIEW "D". SECTION VIEW "Ell SCALE: 1 V-0" SCALE: 1 V-0" FILLER STRIPS ADDED PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING -2x SYP CUT TO FIT BEARS IN WALL _--2xl 2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1"= V-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1 " = V-10" E.a —3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 114" FOR STRAP (SIMPSON "'��A AND 1/2" GAP TOP AND MTS12 w/ (14) 1 Od x 1 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 22x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILEC 2x4 PT NOTCHED INTO I Q 0�. I [>--] \ I STRINGER AND TAPCONED \ f2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU=�� NOT TOUCH STRINGERS STRINGER CONTACT L)2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 'Lx4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW; SCALE: "' = v-0, 2 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUEA:F STRINGER CONTACT POINTS L lf2x8 SYP DRYWALL STOP MUST /NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW, SCALE: 12" = V-0" -3/4 PLYWOOE ON DECK --2x8 SYP GLI AND NAILE1 FRAMING 2x4 DRAFT STOP 2X4 BLOCKING NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 t'X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G' SCALE: 1 " = V-01. SECTION VIEW SCALE: 12" = V-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES NEWEL POST BLOCKING_ SCALE: 1 " = V-0" STAIR CONSTRUCTION DETAILS (I F 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILEDAND TOP PLATE NTO RIM BAND, 4D NAILED TO WALL BELOW JOINT - TO )ISTS) 2X B�OCKING PSON 2 w/ 1 Od x 1 1/2" NAILS - D OR 3 RIS R VARIES ECTION VIEW "H" SCALE: 1 " = V-011 > 0 N X U- 0 N < (D 'D q) ci C) .- >1 0 E Lo 0 < D C- 0 0 2! C14 C ij 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. C, Lo W I- E 'o co 8 Z; 2, 8' 04 LL 6 CO:) 0 co a) op 05 uj a- cu _j C 05 z �� 1- �r- co W -F; N c� �; 0 0, 0 W 0, 2 0-, Y' W (n . ol < < 00 - z IL IL -� r = < 0 L) < 0 -j Cn W Li Li Li < 0 GA 4--J u-j a 0 -a> V) V.M I— u) < 4m, 14 A C� c13 co z z U— c6 E CL 0 E z� z z< n u '6 o < oo E < z o < z 2E o I , u) 0) o cl- 2 z o� �z c=) C> co o o .2 C:) 0 a, (0 > LO < 0 co C14 C) :3 C:) N Cr C) U) M r%, 4-j C'4 0 C-4 CD C:) U-) 00 04 04 LO C:) ce) E I-, 0 z E 0 9 < JOB NO: 22-02387 SCALE : AS NOTED SHEE7 NO. ST I . i I L j - ---TVTFl-7-� LO CD C14 01 00 rn C'4 C3 C`4 00 LO LO V) C'4 co r") C14 LO C`4 8 C'4 0 E E 0 0 Lz 0 0 E! CL -z- 0 3 -2 Ez Cn 15 C14 C-4 M CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP11-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB-- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. D13 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS I DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS VVI I vu I I I v V L_Lj TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.C. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH H H 11 TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----Z-WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 10161 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEARTRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL AT 8'-0" MAX TRUSS ROOF SEE SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A AN SHI 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. TRUSS �7A (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 1 Od NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 1 Od TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (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 (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-O"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 @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT Ad-, VARIES T 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END FMIN. (2) 2x4 NAILS TO TRUSS SPFTOP BOTTOM CHORD PLATE 3 ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. O&ARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR J SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW '�v TOP OF WALL tl MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY K8 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH P1 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) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1 Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS r4 L.SEE PLAN L. 3 3IMPSON HUC410 wl (14) FOR CANT.1 6d INTO HEADER & (6) Od INTO BEAM - SEE �OOF PLAN FOR MORE NFO SEE FLOOR PLAN FOR COLUMN SIZE& BASE OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR 711 47F R , 01 REQ'D ONLY WHEN COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO OPTION A SCHEDULE/PLAN OPTION B OPTION C COMMON BM. TO POST ATTACHMENT KA SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SCALE: 3/4"=l'-O" SIMPSON MTS1 8 W/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR 0. 01 SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS MIDDLE BM. SPLICE OVER CENTER OF POST 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 :5;zm ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS W/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 1 Od 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 W1 (8) 1 Od NAILS OR IF 2 PLY TRUSS SIMPSON ZSEE LUS26-2 W/ (8) 16d NAILS TO 1 FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X1 0 #2 SYP CONT. LEDGER W/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 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 SCALE:NTS 2x STUDS @ 16" O.C. SEE 1/S5 FOR SEE PLAN FOR W/ SIMPSON SP1 W/ (10) 1 Od ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON OUTLOOKER 4" O.C. INFO. SP2 W/ (12) 1 Od NAILS AT TOP EXTERIOR SHEATHING INFO. ATTACHED PER 2x BLOCKING BETWEEN STUDS 2X4 STUDS W/ SIMPSON —\ NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS SP1 W/ (10) 1 Od NAILS EACH END (BETWEEN TRUSSES AT BASE SEE J/S6 FOR GABL� (2) 12d NAILS TO EACH VERTICAL MORE INFO. TRUSS LOW ROOF/WAL STUD) SHEATHING ATTACHE PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 2X4 BASE PLATE W1 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ SIMPSON LSTA30 W/ SIMPSON MTS12 W/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING . SIMPSON MTS12 W/ EACH COMMON BELOW @ 16" O.C. . .... (14) 1 Od x 1 1/2" NAILS TRUSS/ FRAMING I U t-LOOR GIRDER TYP TOP & BOTTOM 17 i BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r2 2 SCALE:NTS MASONRY WALL BELOW: SIMPSON HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS MASONRY WALL OR BEAM BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN (24) 1 Od x 1 1/2" NAILS @ 4'-0" O.C. 7r--= TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN - ij- FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS PLYWOOD FLOORING LOW ROOF TRUSS W/---/ (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 OUTK'39 SCALE: NTS DETAILS & SECTIONS CD 41- C14 CQL M LL -0 0 C CN M 0 v.,j C: U) E < 0 0 5 W .�D C� C'13 > CU > = (D C)- _0 M U) o 0 U > "21 U i C14 C14 X 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. C, kr> W 11- lot E 8 Co CN 0) 0 " �2 4V - ID 0 7)1 Lo E� U� 0) 0 N CD " '! U_ U� a- 4 'q=i M LL U- I 0 _j U� '6 LU 0 z "t 0 (0 '0 0, LL - _j W U) 0 < I r 3 W LO z C\1 < , 1= D 0 < p 0 z 00 0 W (D 27 — 2=� ioz, Y, Q) 0 u- a) 4--J C_�- , lru LU r-) 211 0 U-) L E 8 U') 0 C::, 00 c".) c'). v 2 z < __j U_ ce E � '� I& z < 14 E U z I'< .' 0 . CU 0 U 0 0 C-1 E D cli b .0 " Ew� 'z < 0, Z' z Cn Cn ca_ z 0 z W 3: 1 C:) C> C.0 6j, 0 0 511 C) _117 L0CF) LO 2 (3) L_ 7- M C) N __j CD < 4-j 0 C4 C14 C) C) 00 04 04 LO (=) 04 CY) 6 E CN 6 z E (=Il to M E 0 4-; -0 0 _0 W JOB NO: 22-02387 SCALE : AS NOTED SHEET NO. D1 f i I r I . �11 Id. i R I I 3 a 00 0 00 LO LO v v- 0 4 r 0 0 0 00 M O I N a 00 00 0 M L L v 0 a t` 0 J 00 N 0 I v Cr V) 0 C Q i d E N E `v C J h r7 E2 V 0 UI f/A 0 i U i z Y i C O U J LZ CN N N 0 0 a 0 N N v CD N Q m w 0 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT SON SP4 w/ (6) 10d x 1 1/2" 10d NAILS BENT OVERTOP (USE SP6 FOR 2x6 WALL, USE SP8 (USE TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FACE OF HEADER/STUDS FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR @ 24" O.C. NJ EXT. SHEATHING MASONRY WALL BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 1IL O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO DA 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 � 1. APPLY SUB 3 2x # SPF () (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS � FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE 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 SURFACE . 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR i-JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @END OF CORRECT BLOCKING w/ (3) 12d EA. END FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK INFO 1/2" GYP. BOARD OR 2 SIMPSON MSTAM36 STRAPS w/ 7 10d EXTERIOR STRUCTURAL () () 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. 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/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8„0 FLOOR TRUSS/ I -JOIST SEE PLAN TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM 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) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR r3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. 11_�'j SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(1$) 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" ;j P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END j O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ 22) 10d HEADER w/ (2) 12 TOENAILS IDE FLUSPLAN NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE SEE FOR SIZE 1 NAILS TO STUDS BELOW. 2 x 4 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 COL. SIZE CONNECTION SEE PLAN O 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR EXTERIOR HEADERS (1) 2x SILL PLATE Wf 2 12d TOENAILS. () (2) SIMPSON MST37 STRAPS w/ 42 16d NAILS ( ) SEE STANDARD HEADER 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. 10d 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 B C W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. 1 1/2" USE SP8 FOR 2x8 2 2 x #2 () WALL) @ 24" O.C. H FLOOR SYSTEM SP6 FOR 2x6 WALL USE SP8 FOR 2x8 L � SILL (MAX. OPENING WIDTH 4 FEET). OR LVL GIRDER SYP U.N.O. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4 JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF BUT NOT EXCEEDING 6 FEET, BLOCK SOLID ( ) A.B.FEET STUDS ARE WIN WALL SYSTEM BTO TOP PLATES 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 Wf 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE LE 2 x 4 #2 SPF STUDS g G INTERIOR HEADER 2x SILL PLATE W/ 12dTOENAILS. ALL TYPICAL BLOCK WALL -- PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" B 0 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 SEE PLAN TYP, F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (Z) 2x SILL PLATE SIMPSON MSTAM36 W/ 7 O 10d NAILS & 4 1/4"x2 1/4" () TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d 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 TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT o.°.o. g" SEE FOUND. PLAN FOR FTG. REQ. H� STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS ° .a TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE 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 PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. 2nd FLOOR FOR FTG. REQ. 2x CRIPPLES TO SITUATI��VVV�� SUDS w0N. CONNECT G.T. TO / (2) SIMPSON H S 0 w/ MATCH JACK STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY.6 2 STORY COL. @ GIRDER SHEATHING CAN STOP ONCE UNDER 7 j (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. a LONG NO STRAPS ARE REQ'D) _ j" �' 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 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN ° DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d 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 10d @ (2) 2x SILL PLATE J� HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3" 0/C A F �,qT Np 2x CRIPPLES 16" O.C. (2) 2x HEADER SEE PLAN END OF HEADER. SEE ��?-Iy� „ 2x STUDS @ 16 O.C. W/ 2 12d TOENAILS T/B () INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x • M�� Opp TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. • (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ 6 () 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 10d x 1 1/2" EACH SIDE ° ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD g IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF a 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, ID PROVIDE 2x4 ON ` 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP 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 SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS 'r �. W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK • FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 ol 2x8 TOP f FLOOR TRUSS/ I -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 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. aC� 2nd FLOOR HEADER CONN. a@ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 �0 1 j SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. N � _0 �- o c cai � LL �� U? .r cn .� N 2, < > tlt C i'5 w ) CC E Cc U N O N N N N O 7i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o o E � (h 8 O ti N � N N J _J fT V_ ti C LoQ � J yN..• � 7 2 N 4 LL ui 0fn Q a ti r :R LL W N M co LL LL 3 a 0 _ i W 05 91 a d IL oo o J a N - Z 12fQQ N 0 ZO W U U _j u)i OD❑ o� � N Z n Q J — Wv) N z Q) C7 o EL +� LLj O v� W o c w■. U 'L J r-- — E B I z� L Qj 1 U ) c � � Q o ° �Q ti o w coz co< J z LL. E O E z o W o > zo < ze oa 0ca oo CL Q o° o� p N � a o woo <o a z ire L _ _ C Y U �o m ° o' zF < zz o < z OEM� N � o< LL az �w T U <i < o oLD S 00 z � 3 co 81. ZI< ao ° U �i O u X Ln Ln ^ ~ (0 NO O � NO Y U m m ¢I No O 00 N LO o Q N C„M r N E w c o Z (0 z E O N CU _ ii _j a o JOB NO : 22-02387 SCALE : AS NOTED SHEET NO. D2 ckl.� LO 00 LO LO 311 0 -2 CN co C I D C14 ZTE LO LO 0 -Q r- C=) C14 C=) 0 _3 00 C`4 C:) LO 0 c14 C14 CD 0- E FR rn 0 E 0 r 7 C-:1 (n 2 CL W LZ 0 C14 C14 C:1 C14 C14 �z C14 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 WIN DOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO -WINDOWFRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT A'ANT ED S E REQUIREMENTS NG BEAD BRIDGI NG N�IDG CLADDING AND WINDOW G AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 0605 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 RESISTIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1 . Cut, fold up & temporarily secure 1 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 S DO NO- BOTTO 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 asE) in each detail that corresponds to the numbered items in the list of 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 (16" 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 F �mQF1111411 SELF -ADHERED FLASHING DECK JOIST r-L-MonliNu 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 81, CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN '"I WEATHER VE BARRIER & �ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHI� 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) NSHING E AM 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 WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING DOOR ROUGH OPENING - 3/4"-1 "BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBIFLOOR RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGEDWINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -AD ED F XSHINGO , 2 3" MIN 4 5 SELF -ADHERED FLASHING OUTSIDE CORNER Z :5 CIL X LU CL 0 0 LU L) ILLI C.0 LU 0 U) 6K,701� 1 PLASTER STOP CONTINUOUS BACKER - ROD & SEALANT - -A WINDOW UNIT V- 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 water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The Q individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (instal accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 0 1 JIM CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. PER 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 PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1 281, 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. I.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 i'l 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 subsequent 7 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 LIM 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 qutters. FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTI LEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -C ------- <D-- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, IDENSGILASS _--STRUCTURAL FRAMING 1VSTRUCTURAL SHEATHING --1 \ A STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SFLATH -1 Li� IP A BACKER ROD IS 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 ASTMC 1063 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" AboveRoof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. eWEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1 063 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 Ir-, 0 C-i L- 0 00 0- N CL CO X ca LL (3- 'D C:) L- C C%4 �c M 0 a) E 0 a) C: 0 M > > a) - [I- E c: M W 0 0 < n C 0 M 0 > LU C41 C14 C:) 2! C14 C14 C�j N Cl , Z 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. 0 W (0 00 E co C) coo 8 R (0 C C', 8 2,- 0 U) 0 3 :t- �; co 'n , uu , r-- �- V Uu U) 0 LL 'L MU I. u, a- -.1 - -- 0 16 Z -T 0 P 0 2 U) � �2 IL 00 Z co X Ln 0 < 0 -J U) 00 Z W <C Un (1) o a: 4-J cf:> U 2 U*) LU r (Z U3 LU E 10 U o U) a) C.0 C".) C0 J- aj- E CL 0 E z a CU Q oo Z C6 CD E o� " 2 ol x, z a) 'o ILI -5 C/) < � -< o� .0 1� 01 Z C, U) 2 2 C 'o cD 18 1< 0§ C .2 C:) CD > (D L0 L0 < C) C:) C:) U) M r%, 4-J 4-1 0 04 C14 0 C:) 00 110 C0 < E 0 Z Z E E 0 0 (D JOB NO 22-02387 SCALE AS NOTED SHEET NO. WP Mounting Brackielim (10 Gi; 4-V2*x+1t2'x2-12' back Cross Support ' (14ay be cut to W) 1(2'Di; Uat Swum Eoge rricali Sti (Typicalk 3 in fmilit) Front Cross Support Self-�khg Nuts: (Maybecuttow) Left Brackii 0 6 Ga uge) #14$el(-D�ilittgUte%%Thruttackexs& Sack Cross Support Into A/C Unit Siattorri$1de (Typical. fea ch side forhurritane, uR) stured R*Wd,SW hpoll '"aluent Florida Department of Business & Professional Regulation Page, I of Building CoclosandStandards. 1pjlmw� ProductApprovall Application Detail code Eider o Dial, Dets Dar. Pwndlro D40 71,00 Version rorlaint onglD.Dr,% Uoisreo validated Illy vaildat 001triurad Pao Appro.1 Approve Morris Afforretlicia 2020 5miut Vent Products. Ini Michael Game. H.m.a F. Noner. P.E. Looks S-don RE. 12J161=0 12116no2o 122=020 Apprcived Ostal Structural Compolents, (877) 44,14M� PE-73778 (334) 3OD-18SO Subcategory: Froduod, Introduced as a Rsulhof mroeshnaft"flif.com ."i- Method; E.Itudior, Report forr a Fodde a,ph"t"rod Architect ere Licensed Ronda Professional Engineer 911wity All$ulanpl Approved to, Us APOraYod for Use Impeoll pidilan AMA ==-hl or N... Product Deniodyfia In HVHZ oubdi Hv"Z ruoslista.1i Pressum 1 V154(�510 D.�[Fvn�tl�F.I.d.�dV.�li.ti.V�nt 1MI/2,23 Ye Yes NA 2 SmadVen M. .141-540-511 Net F-flon Flood imd Ventilation Vent 1 .102,3, Yes Yes MIA -IoDkli) 3 Smartven� Mool #154,31-520 Insulated Flood Vent IM,112= Yee, Yes WA -I ON IDOO 4 _,_t 54�521 1-1.1ed Flood Vent lZS112D23 Yes �.s NA riWA100 5 Sms. mod, #1540�524 16&quct; Garage Door Flood Verd 1MM02a Y.s NA N/A 6 S'adva't Mods 9154C,57 WOWIW011 InsulatedFloodVent 121311202� yes Yes NA .1 ON- 1 0(' _t Met 4tj 540�5 sm.'V 74 1466q.d� Garage Door Flood Vant l2nl= Yes ?.s NA MA Florida Department of Business &Professional Regulation Papist or I Building Codes and Standards In V2021 Product Approval Application Detail Cede Entity or Datis Dato 001. Peudind _qX4_ T version Manufacturer Contact Frilluaird,11.1caurs. Validated irr Vafidtsol SwIgnsidiul FUC Pijup,@YK Adaporard araw. Reliel.. 2020 Drexel Metals. lrc� Jason Shurnan, Zachary R. Frost Loch Bowdon P.E� OIYICJW20 MM912020 owmozq IDM3/2020 Approved Cistregurry: Pooling t5oz' 303-1511 PE-74021 (z341 al)(3-1800 SubCauegory: Metal Robing Ishumatepdreir"at..rn donne Nanoe Method: Evaluallor, Raper, from a Arrhibect orn Liarsedflouldra Proftlisrorat Engnneis, Quality Airstirani Appro�ed for Use Apermil for Y" impact oklilac Se"19 Product Model, Number or Nam Prdut 1pilsorigagg _tontraot Eireirselon Dale In oviialdle HVHZ Resetruffit pri"sy 1 Drexel Metal Roofing Systems DR!C� I CONS. DMC 15068, Chic 1755: 0M0 2005, 12131,12D25 Yee No MIA �01_180 o", ev Florida Department of Business 9 Professional Regulation Page 2 d4 Building Codes and Standards ltMr2022 Product Approval Application Detail Code Entity a Date Date bar, Penicillin Data Type Version Manufacturer Cents EnaJnftr& License Validated Validated Sub. !tied per, Ablonciial Appi Satu R�Islrbn 202Q Thermi Corporation Steve Jasibersion Lyndon F. Schurillint P. E Ryan J King, RE 041W021 I MI (2020 04122)2021 OSIO&2021 Apprai category: Etorjo, owns (800) 843-7626 PE-484M 767-6555 subcategory; swinging Edonor CoarAssionribWs sj.sP.n@fl,drrnzb Co. pit."cle Method! Evaluation Report from a m Flibrid. Registered Architect of a Ucansed Florida Prefressiomsf Engineer QualirvAssurain AnprovedilbrUse Apon6vedforUse hnglict Dasiah San 0 Number or Name I.tt P Descrintuba locritract Enlietion Date in FiVHj outside HVHZ Resistant P,.-.M I HM, n!"Ilb-Clasele, and Smspoth-Sta, Nominal 69#30;a &quot'rrWo*Uot; Opaque i213112= No Yes Yes HIA C..Wa,it. EdS.Fibergrixes Single, Do., (I "W"Woutsw'"i X obeffiguration) 2 b. Therma-Tru riber-Classic and Smooth -Star Nominal 88039;8 Uluotininp-ci4quor. Cipaque 121310022 No yes Yes NA Composite Edge Fiberglass Single Door with sidolre(�) X(). oxor OX0 configuratcrus) 3 c- Thermi Fiber-Clasalo and Smooth -Star Nominal 69#39 8 i3liquatimpact9cillort: Opaque 12�31i2022 No Yes Yea NA Composite Edge Fiberglass Double Door Will or without Sideitos� �lrrs%#ingt`Outs�rng: )0( or OXXO config-rathln"� 4 d. Th.nma-7. ribair-Clssic and 9-th-Stair Nominal 890313,0 &quotImpact&qucrt; Opaque 1213112022 No Yes yea NfA Composite Edge Fi bergi-s Single Door (I n sWingfiOutswing, X configuration) 5 e. Therma-Tru Fiber-Cliussic And Smooth -Star Nominal BM39;0 iquot;I-paot&q-ql:; opaque 121al=2 No Yes Yes tbA Composite Edge Fib.rqla.. Single Door fth Sidjelbe(s) (InisAng�OutsWrg: XO. OX-OXO configurations) 6 f. Therma-Tru Fiber-Classlo and Smooth -Star Nominal M43"'o 'ot;'m I' 'pqu. IV31=22 No Yea Yea NIA Composite Edge or �-AthoutSidetites,(Inswingfdut�img: YXor QXXO configurations.) 7 g. Therma-Tru Fiber-Classio and Spriocith-Star Nominal 6030.8 &quot.Impabt%quot Glazed l2r3112022 No Yee Yes WA Corn ripereto EIg a,,'Sti Door 'illurabion) 8 h. Therme-Tru riber-Classo and Smooffi.Slar N.mral 6MGS8 &qw.bImp.et&qubt, Glazed 12IS1/2022 No Yes Yes WA Composite Edge Fiberglass Single Door with, SideliteM (lnsArigiOutsy;inE XO, OXor OX0 oonfi�unalicns) 9 i, Therma-Tru Fiber -Classic and Smsooth-Stair Noinninall 6&039�8 &quotlmpacAqwt, Glazed 12t3l/2022 No Y.. Yes NIA composite E��s Fiberglass Double Door Wth or otti Sidal t. (lns,I,imglOut�ing: >O� or OXXO configu allons) 10 Thernla-Tnut Fiber -Classic and Smooth -Star Nom1nal6&#39o' " #Imp-12,quict; Glazed 1031�2= No Yes Yes NfA Composite Edg6 R'Cgla.a Single Door (I nswingrOutswrig! X carifigurlition) 11 k. Therma--Trui Fber�Casslcarud Smsooth-Ster Norrin2l 8&439�O lquotlrnpact&quot� Glazed 12rSlM22 No Yes Yes NIA Coni Edge Fiberglass Single Door with sidelifte(s) (I no�A ngilOut-A ng; XO: OX or OXO confli"nallions) 12 1. Tharm.Jr. Fiber-Cuutsic and Smooth -Star Nominal 89039ho blazed 12r3l=22 No Yes, Yea MIA Compuszte Edge Fi bergilass Do uble Door will or ,Mth but 3 id.lite. (InawinglOutwing: )0(o' OXXO configuirati-) 13, In. Thermai-Tru Fber-Classic and smooth -Star Nominal 694311,6 tiliquotImpacAquot; Glazed Motoled 12131,'2= No Yes Yee N/A "'an Composite Edge Fiborglaw Single Dob, OnswingfOutswing; Xconifiguration) 14 1. Thema.7m Fiber.Cbssrt and Smooth.Star Nominal 6U39 " "1mpjc0quot; Glazed Molded 12131r2022 No Yes yes WA Operr Composite Edge Fibeiglass Single Door �,Ath Glazed Molded Open Sldelits(s) (InsrMngi4OutsWng; XQ OX or OXO bordiguarb.n.) 15 o, Therri Fiber-Olaserc and Smooth-St2r Nominal 6&fi3g;8 &quotjmpact" Glazed Molded 12131=2 No Yes Yes NIA Open Composite Edge Fiberglass Double Wof�Ath or without G lazed Molded Open Sideliles (InswngilOutsvorigi; XX or QXXO configurations) 10 p� Therlm.-Tru Fiber�Cfisszsio and S-In-SoRr N.miral 8&939�8 fiqu.tl rnp-titir-0 opaque 12f3112022 No Yes Y.. NIA Composite Edge Fiberglass, Single Door vMh Molded Open Sidelite(s) (rrvsrngIOutsriMhg: XO. OX or OX0 configurations) 17 q. Themna-7ru rlber�Classic and Smooth -Star Nominal 6&45g.8 "lmpac*uot: Opaque 11213112022 No Yes Yes MIA 41-0 �ftPail Product D..'ahor, a Missile Imp.oh Vin)A Sliding Gu Door 19FIMI =#IL kv,1171171-u-31 Manufacturer Product Descril-ition Approval Numbeilliull Test Pressures 1. EXTERIORDOORS 'A. SWINGING [MIMMI, M Fiber-Clas,sic and Smooth -Star (NON4MPACT�� +67.0/-67.0 psf --Fiber-Classi:ca-ndSmooth-StaroMPACT) 1207, Fiber-Class-ic -and -Smooth-Star (IMPACT) MI Windows and Doors FL15M2.1 - FL1 5332.5 +4040/-40 .0 Psf Series, 5570 NOA 21-0205.03 +-38.71-3s..7 psf IIERAE Wayne -Dalton -Series 8000/8100/8200 #1105 (8X7) +31.01-35.0 psf Ewmim1w Wayne -Dalton Series 8000/8100/8260#1123 (16X7) Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) +34.4/-38.3 psf D. METAL LOUVERED DRS Curries DiVsion of AADG, Inc 1607,707,727,747rand 847 Single& Pairs of Doors EMMA V TIAR1104711M A. SINGLE HUNG MI Windows and Doors ar B. HORIZONTAL SLIDER MI Windows and Doors MI Windows and Doors R �,- HIT +60.0/-60 1 �1' Series-5520 1MI Windows and Doors Series 5764 -Series 5500 i3. PANEL WALL James Hardie Building Prod. �Cemplank Lap Siding and HardiePlank Lap Siding FL13192.17 F413192.2 rnm= Solid and Vented Vinyl Soffit FL15272.1 - FL15272�2 +75.,01-75.0 psf Alpha Aluminum-, Inc. Solid and Vented Aluminum SoMt +54.2/-54.2 psf 4. ROOFING PRODUCTS - A. ASPHALTSHINGLES Tab, Dimensional 1B. UNDERLAYMENTS 151b'Felt-Underlayment-_ '_C. ROOFING FASTENERS 1,05111,10-11 ,iD� ROOF VENTILATORS Thompson Arich Metal Comp. lifents FL16918.1 - FL16918.4 Florida Metal Products, Inc -0-raig Lomanco, Inc DA4 Exahust Vent + 97�5/-97.5 E. ROOFINGTILES 1.77MM FL784927 - FL7849.28 FL7849.16-- FL7849.20 ��IFMM F.__METALROOF Drexel Metals, Inc. :DMC 10ONS, DMC 15OSS,, DMC 175S, DMC DMC 5V 12/31/2025 ;A. STORM PANELS Global Protection Products Gahmnized Steel Storm Panels FL15076.1 -FL15076.2 ��EFM All American Shutters & Glass Galvanized Steel Storm we. M-01 5 -Panels r. W 11.7 M R 1.73 COMPONENTS A WOOD CONNECTORS/ ANCHORS- USP Structural Conn. S-im pso-n B� TRUSS PLATES -Strong-Tie 1ITW Building Components 'A] P ine Truss Plates - 7 FLI 999.1 - FL1 999.4 X MiTek Industries, Inc. FL2197.1 - FL2197.5 ffi Plitt It C. ENGINE ERE D LUM BER W e-ye-rhaeuser Rim B oard, LV L, PS L, LSL FL6527.1 - FL6527.5 ,Cast -Crete Corp. _11High Strength Concrete Lintels C om m erc ial Conc rete Products, Inc.,11 High Strength Conc rete Lintels Florida Department of Business& Professional Regulation Page 1 of � Building Codes and Standards f25022 Product Approval Application Detail code Entity or DWI Data Date Peundina Elate T-e Venlo Manufacture Co Engineer & License Validated Validated submitted FBG Approval Approved Status Rsi�ieion 2020 Thermi Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. O7i2Sf=0 07YIM020 07/29=20 IGM3�20X Apprwed Category: 2rtarior Doors (800) 643-7628 Pr-43409 (813) 767-6555 Subcategory: SWinging 9derior Door Assemblies sjaisperson@t1hermatru co Compiler" Method: Evaluation Report from W In Florida Registered Architect or a Licensed Florida Professional Engineer QualitivAssurance, sibibri for Use Annuli for Use Impact Design sea 0 P_,Id Lic, iMod_q1 Member or Name Produat Dozen plied, Contract Expiration in HVHZ outside HVW Realists Presunura 1 is, "';mi F b-0-sic and S-oth-Ster Nominal ft#�Q,8 Aquot.impect&quot Opaque, 121�112022 yes, Yee yes NIA Comp"Is Edge Fiberglass single Door (1.smAng!Out-Arg;,X ... figiiicn� 2 b Therma-Tri Pi ber-Cisissic and Sirripoith-Star Nominal 8q.ckJrrpct&q.bit;, Opaque IW1/2022 Yea Yes Yes NIA Comoti"! a Edge Fiberglass Single, Dbor"ith Stielite(s) (InsoinglOut-iing: XO, OX or C]XO c-figuralrons) 5 r. Therma-Tru Filber-Classilc and Smooth -Star Nomina I 09#S9,'S &quc�lmpactilquoi Opaque 1 V31 rA22 Yes Yes yes NIA CumposTleEdge Fiberglass D.,bl. Door Wth or wthout Sdialites (Iri-Ing)Outisming; XX or 0XXO Wnfigurationel 4 d. Theninna-Tru Fiber -Classic and Smocth.,9tar NOMIMM 84#�Rl) &qUotJm`paCt&qU01 Opaque 12131=22, yes, Yes yes NfA Composte'rz4ge Fiberglass, Single Door fln�nq[Cuvsojing; X.configuralion) 5 e. Therma-Ttu Ftb�ClassloanclSmcoth�tar Nominal li��#SS;Q Aquot;1mP..t&qut Open- 1 V$l f2oZ1_ Y.. Yes. yas NfA Composite Edge Fiberglass Single Door with Sdalite(a) (InsMfletoutsaing; Xo, OXor OXO configurations) 6 f. Therma-Tru Fiber -Classic and Smootbr-Star Nominal 8' 0 Iiqucit, mpact&quat Opaque QJ3V2022 yea Yea Yea NfA =poalte E ge(Flb t;as Dow ble Door With or outsi n Outirlg;XXorOX�O ds;� liZg configuraticurel, 7 9 ThermaTru Fiba�Casslc and StroothZiar Nominal iii&#39,13 &quqtiImp2ct&quot Glazed I 2J31)2022 Yes Yee Yes NIA Composite Edge Fiberg s. Single, Door (InsWWCuts1Mng; X configuration) a hr Therma-Tru Fiber-Ctassro and simooth-Star No in.1 Wf*,6 Glued 1 2J31 f2022 Y Yeis ye. WA C-mpositis Edge Fber9lase Sin @ is Door vAth Sidelite (a) (lhns,�nglOitiswm g; XO� OX or OXO configurations) 0 1, 7 herma-Tt u Fiber-Olassic and Smooth -Star Nominal 64Cig8 6quot:lmpact&quct Glazed 12131)2022 Yes Yes Yes NfA Campo= Fiberglass Double Door Wth or Without (lr*/rnq1Qubwimg. XX or OXXO configurations) 10 1, 7hemo-7ru Fber-Classic and Smooth -Star Nominala'0"lmpact&quot! Glazed 12131/2022 ye. Yes Yes NIA Composite Edge Fiberslass.angle Door X "i"J 11 k Thisimi Fiidar�Qlasstb end Smoolh;Stor , ==!'GAqYtnmF`p�a'bt&qucrL Glazed 12f3l/2022 Yes. Yes Yes, NfA Composite Edge Fiberglass Single Door 'Ath Sidlilite�%) (Irmning/Outsviing: XO, OXor0XO confili uratiorw�) 12 1. 7hernri Fiber-Classup and! Smixth-citsur Nominal U09, 0 squctimpactli,quot Glued 12J3112022 Yes yiss Yes N(A Ed,,iPil 91;&D I; D r I �:rnrpoarlL it. " Ld 'Zil th.ut, in Z. �t 0 con1gursfions) 13 In Themi Fifer -Classic and Smooth -BUT Nominal .�. S "Imp2ct&quoA: Opaque QJ51=22 Yes Yes Yes NfA Compoelfe Edge Fbarglass single Door imth 9quot Nion-ImpacAquot; SlceliiL(s) NO, OX or QXO config urations) 14 n. Thr..-Tru R b-Crassic and Smooth-Ster Normnal6alf2l" &quat;Imp,mWkquod. Opaque 122112022 yise Yes Yes NIA composite Edge Fileargiass Dow ble boor with "Ncn_ lmpaqt9qu.t; Sidelites (I rusuiinglOullsWirg; OXXO corriguration) 15 o: Therma-Tru Fiber -Classic and Srnwtlh-�Stzir Nominal 8&#39:0 kuOtImpactkuot Crosqu,s 1V3V2022 Yes Yes Yes NrA composite Edge Fiberglass Single Poorvilth Aqu,cd[,-Noh0mp,actL%qQcI: Sidelibefe) (fs,Ong/Outsi�ing; XO, OX crOX0.cibirtfigurstrons) is p ThermaJi-ir FlIcer-classic and smooth -Star Nonlinni 8&#39j) &quotjmlp2dt&qubt Opaque l2r3l F2M Yes yies Yes NfA C'mlposille'Edi Fiberglass Dow be, Dow V&h squot; n Imps, &quo; a i Insi4rigilOuts.Ang; OXXO configuration) 17 q. Thernia-T. Fib.,Cl .. io and S.octli-Sts, N Min.1 0&439;� &qv.�Ncn-Imissl&qot Opaque 12)3112022 yes Va. No NIA Compberle Edge Fibergass, Single Door (Insw,ingpOutmirg; X configuration) 15 r, Themna-Tru Fiber -Classic and Sirripoth-Star Nominal %*34:13 8qLs:n;Nonlmpact&quc(. Opaque 1 WV2022 Y.5 Yee No NIA Compos)IeEdgle Fiberglass Single Door vAth sidentatst (InsoAnglOurti XC, OX or QXC, =5 urations) 19 a Therma-Tru Fiber-Classio and Smoct[�Star Main pa in 1,6'6 &qLoltNon-1mpad8,quot Opaque 12J3112M Yes Yes. No NfA Composite Edge Fiberglass Double Door With or vAthovt Sidelftes (Irs0ing/Cirts,41fingr XX or CXXO configurations) 20 t. Therao-Tru Fiber , -Classo and ftooth-Star Nominal 8&#30:0 Opaque, 12J31 �2= Y Yes No NIA Compo5ild Edge Fiberglass �)>ngl. Door jIms�ina/O.ting; X obinfig-twin) 21 u. Therma-Tru R bor-Classic, and Strooth-Star Nominal 8a#$9,0 &qwt;Non4mpaet8quot, Opaque 1213112022 yea Yes No NIA Composite Edge Fbiergt Sirrgle Dob"Ah Sdelbris, XO, OX or OX0 22 rhamnnc-T� Fiba,Cl ... i-el Smooth-Stc, cornfirtrunations) Nominal 8'0 &q..t;N.r- I.p.d&q.crt; Opaque, UnIQO22 yas Yes No NIA Composits Edge Fborglaas Double Door vAth or vothrout Sidelites, firtswing/Outswing; )C(or OXXO configurationsl W Therma-Tii Fiblar-Opusid end Siringoth-Star Nominal 08M9;6 &qwot;N=-lmpad%quoL' Gined 1213112022 yes Yes No NIA Composite Edge Fiberglass Single Door (Inswngifoutswing: X iocirrigurnation) 24 � Thimmet-Tru Fibeu,ClausawQ and $rrlaoth-Star Nominal Glued 1213112022 Yes yes No NiA Composite Edge Fiberglass Slrigle Do., �ith 'SIblethle(s) XO, OXor OXO Wrifigurations) 25 y- Thermo �7ru Frear-C40galo and Snuoilth-ster Nominal 8'8 B"MN"n-Impect""u"t; Gi"d UfSV2022 Yes, Yes No NIA Composite Edge Fiberglass Double Door Wth or WthautSidelites. (In6wingfOupeniing; XX or OXXO configurations) 26 z. ThIsrma-Tru FbOr-Crasudtnd Smooth -Star Nominal Glazed 12181r2022 yels Yes No NIA Composite Edge Fibergibess Single Door finsvwrigloutswinq! X configuration) 27 za. Theme TW Fbar-Claseno and Smooth-Sta, Nominal 8&09�O Sq..t.N- Imp-taciti.1; Glazed 12;,"12022 Yies Yes No MIA C.Inpoeit. Edge Fiberglass Single Do., [in SldidbaW (ImnAngVCkrt.W ng. XO. OX a OXO configurations) �6 A. Therm.-Tru Filb-Classi. a no Smooth-Sta, Nominal 88,039,0 8,qct.NzrlmPad&qwot, Glazed 12131f2022 Yes, Yes No NIA Composite Edge Roerglass Double Door Win or 'Athout Sid.lites on"inglOutiwing; XXor OXXO Florida Deportment of Business & Professional RegulatIon Pags,l Qf2 Building Codes and Standards 5=21 Product Approval Application Detail 990 two Dele Pa. Pendino par. T v,irsunin cor""'t Encurown-& "o-, v""i W viihaaad Submitted! F8C Auri Aiuprp�al Status R.,Ael- Z020 MI Wirldoi and Doors Brant 819ni Luis Robert. Lomas Steven M. UrIch. PC l(VOR2020 10106/2020 10JI91202a lVlai`21320 Ppp,-d canagary: Exrenor Doo's (Ti 71305-3300 PE-Si2514 f7ll`>317�454 SwbCId0Q0FF. Sildhig Exterior Door Asseri todtlingelftrinhed- compliant. Method: EYaluadon Report, rom a Florida RegistimadArchilart me Licensed Florid. Pre,liessi.ret Engineer QualityrAssurence ApPra,,od for Us Approved for use impact Dosisin sodi jil urn b s r e r lierill 0 Product Ckscripoo CWIrQGt EXVill'alli Val! In HVHZ Out.[& HIVII Resistant Pressure I =1L UMINU M SGO SERIES 420 ALU MfNU M SGD OXO 12,11112124 N o yes No NA 145, 3A&qirct*,X80&qUdl; WON -REINFORCED 2 S�RIES 420ALUMINUM SGD SERIES 420ALUMINUM SGD OX XC,XX 2Mt2[J24 We Yes No NJA 96&,4y.t;aC&qu.t:.�ION-REINFOR�:ED 3 SERIES 420ALUMINUM BCD REINFORCED SERIES 42b ALUNUNUM820 REINFORCED DXO 12�3U2024 No Yes No NA 4 SERIES 420ALUIMINUM SOD REINFORCED OERIffS 420 ALUMINUM SrD REINFORCED OY IWlI2r)24 H. yea No NtA X'O. XX�6kU;q;X%&qU-t: 5 9ERIES420ALUMINUM SGD REINFORCED SERIES 420ALUMINUIO SrD RE1MFORCEDXXK 12i3lJ2024 Me Y_ No NIA l4Xq.Ibt;i,irr5&qPdI; Florida Department of Business & Professional Regulation Pq. I of 2 Building Codes and Standards 11912021 Product Approval Application Detail does Bum t, 2da We Det, peadina alda- TV" Vigo Manufacturer Corti Mediator & Wearies Validated By Vdildillod submitted FBC Approval Approved status R.,vision 2020 W.Yro-00.1 s on'Ism of 0-h-ed [)no, Dwayne Kcmish John r-5-tes, istrey P. Arneson, PE IC/12i2020 OV2912020 10W12020 12116t2020 Aolpoi cl,rporatop (W;7634121 PE-51737 (904) 821-52W Category: F.Wrier Ocers dkoiffshOwayrre-daltono 90C.1ligeny: Sectional FIdeder C-A-mbli. Complivincefirethundt PIOUn. Filiportfiremi. Fierce RinisterisdArOiteet'or a Licensed Florida lonctessional Engineer 5, 0,ally AUgrancia Aticronnid for Us. Approwd for Use [,,ad Desion S-09 muntulle"Nafts. I== Product Description Contract Epleflot, care 0, HVHZ outside H Rosistarl pressure S #1105 5&039: Mir� Idm_ 14&43S: M. height. Gli 1213V2023 NO Yes yes �31.001-35�00 Aval"41-In top Or intemedhite secillon. 10 600041001§200#11Z3 I UT439, M" Width � 14&nS; Max right, Glazing 12131(2023 No Y.a yea 'XV01-3Zt5o " alplo In top or 11 8000181=6200 #1124 1603T M. width, 148439 M�halght Glafing 12131�2023 No yes Yet �34.40J-�8.30 ausulable in top or intermediate s9*11on, Florida Department of Business & Professional Regulation Pagel cil Buii1ding Codes and Standards 1 &2021 ro uc pproval Appille ion e i Code Entity or pal. Pat- Dato pending DMA. T-i" Version Manufacturer contact Enoineer License validated Sir validated sUbdiffl-d! FSG Ao,rwryal A-r-a aleturs, R.Ni.ion 2020 Curries OnlStan OTAADO, 1110, TO. Ratf.y ul, LLC Troy Bishop. F-E, 12M 012020 l2rOM2020 12t2lM20 Appric-d Calogory: Exbalor Donis i6llr 424-2913 a34) 94T-06i SUbCidegerf. EXtendr DWI C*Wn-ts compli- Method: Ciurtifficidi. Mark or Lfstmg In QuelityAssuraduce Awro"Iforilst, Approved for Use Impact Design San# P,..Ju.t Describes Car&@=n Date In HVHZ OWside HVHZ Resistant Fro'... 1 and 847 Single and Pairs of ftsir, Blazed. iied I.c.eired singis and pairs of Y. Yas Y.� N/A Door$ hallownri door. Florida Department of Business & Professional Regulation Pasre 1 of2 Building Codes and Standards 1612021 Product Approval Application Detail Code Snub, Date We Data Padding Dista T�oa Vwun Manufacturer- 13-tad Enutemear & Liberas Validated By validated submitteol FBC A,,,,] A,,,,-d Star,, Veo n�ii Mt VVirdoe's and Doors Re I Biont sliffulgor Amensan Arorntectunil Se- M, Unch. PE i1117,12D20 11 M 7=20 11t2112020 Apipr-d Ceegrory.-,Wihdows� 1717) 365-:13,20 Manufacturers As-distion (1`111311-11454 SubCaiegary! Single Hung tosdingerifflrini-ii-d- Cornpilares, Method. Codification, Mark or Luling Azidravyd far On Ap-ad for use Ingua Died- 11640 111 Number or Rime product Deseratlori Co::!=e In HVFZ outside HVH Resistant Pressure 2 62x72 Filiflari Frame IG)SG Single Hung j 0104023 No Yes 140 '60140 Laminated Gl C_ Cn > 2 =5 5_ 0 2 ED co .70 W Q- Cn . a) 0 = 2 -0 0 M 0 C13 U_ %+- 0 C13 > Cn - Cn -0 W- E L_' 0 xz� Z Z W mi 0 0 C a XCN (113 U_ -0 0 C: N CU 0 co a) a) c -0 C: Cn u) E < < '0 (D an (D a) �6>3 0- 4, Of E C 0 0 0 C: L) - li 4 0 UjIs"is, CD E =:3 ICU 0 L_ > CL 0 0 =3 _0 0 Q) C/) CC CL -0 F- 0 LCO W C- 75; C: < SHEET NO. PA 1 .0. N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pages r 9 lf2512022 Code Entity a 219 Date Uft Pending Date Iyu Version Manuffaiatu Conteaft Enalrear-&I-Igrense Validated 5 Validated Submitted F50 Apiplonall Approved statu Raviil.n 2020 Th.-Tri, Corporation Steve James- Lyri F. Son midi; P. E Ryan J, King: P.E. 10107r2021 0919,2021 1011 3M21 12115P2021 Approved Oaregory. Eatanr Doom (800) 943-7628 PF-434N (01 3) 767 SubCatallorf. Wnging ablarror Duct Assemblies sjaspersorkl�ithermalru,00 Compliance Method: Evaluation Report from a m Florida Registered Archlbact or a Licensed Florida Proffai Erigineer QualinvAsawriance AlwepyradifOrU Aptio�lbdfolljse Impact Deal seall Product Model, Nu In be r or Na an 8 Product description Contract Expiration Date in HVIHZ Outside HVIHZ Resitant Pressure I a Them-ra-Tru Fiber -Classic and Smooth -Star Normirni 68aff39i 8quot;Novi-Impactilquat Opaque 12131f2022 14. Yes No NIA C-poi Edge Fibergiaces Single Door (InsivoinOlOublivving: X configuration) 2 b. Therma-Tra Pliber-Clai and Smooth -Star Nominal 6'8 &quctNon-lriW" Opaque 1 nV2022 No Yes No N/A Composite Edge Fiberglass SingleDoor vvith Sidelite(a) (lim,vinglouttsverni XO, OX a OXO 3 a Thermo-Trid Fber-ClasserandSmooth-Sror Nominal 6li Opaque 1213MG22 No Yes No NJA Fiberglass Composite Edge. Double Door vvith or Wthout Sidelible, (InsvvingfOursi XXor O)0(O configurations) 4 d. Tinarmi rib-Claresec and Smocth-Star Nominal 7&#�A;0 8quoMon-1mpact&quof; Opaque 121=2022 No Yes No N/A 2b mposithe edge Fiberglass Single Door (filevAng/OutaWni X configuration) 5 a Thermo-Tru Fiber-Clai and 5rincoth-Star Nominal T&AQSQ &quo!;Non-rmPap1Aql Opaque 1 nII2022 No Yes No NIA Composite Edge Fiberglass Single Door,vittl Sdiatel (lrmveirg�Outsvviri XO, OX a OXO config-ratioms) a f, Therma-Tru Fiber -Classic and Smai Nominal B'C) ki,quottion-I mpacticluct Opaque 12i3l t2O22 No Yes No NIA Composite Edge Fiberglass Single Door OnaWng�outai X configuration) 7 g� Tharinni Fiber-Cessic and Smooth -Scar NQmjiii aa#a9;Q �quo1;NQn_Impacb4qk4 Opaque 12/al t2Q22 N. Yes No NIA Composite Edge Fibergilthars Sing leDocir wth Sidelftl OnavvirigifOusmmg: XO, OX or OXO WinfigUM11DIS) 8 fh� Thermari Fiber-Classio end Sm.th-Str Nominal B9#U;Q&qucl;Nonlmpadt&qLnt, Opaque 12t3112022 No Yes No MIA Composite Edge Fiberglass Double Door vAth or Without Sidelli (I newIngrOutso1mg; XX or OXXO configurations) 9 L Therma-Tru Fiber -Classic end Smooth -Star Norml WU:8&quctNpnlmpaGt&qui Gli 1213112022 No Yes No NIA Componsite Edge Fiberglass Singki (firrevoiniglOui X nfiatuardon) 10 j� Thermi Flicar.Clai and Smooth-St2r Norminat 51i &pcl;KonImp2cI;&quct1 Glazed 1215112D22 No Yes No NIA Compadi Edge Fiberglass Single Door vAth Sidialil (IrevAng/Gurtswri XO. OX or OXO configurations) 11 k Therms.-Tru riper-Clareek, and Smowhi Nominal a8#39:86iquctNon-lmpaot&quct; Glazed 12151 r�022 No Y- No NIA Composite Edge Fibergess Double Dow Wth or Without Sidelites (I nevvinglOutswin g' XX or OXXO carfigurrations) 12 L Th arms -T ru F ber-Classic and Smooth-Sta r Nomil 70a9;0&quctNonlmpaa4ui Glazed 1213112022 No Yes No NIA Composite Edge FiberasesSinlike Door �nswng[Ovtsi X configurgal 13 Therm.-T. 3-th-Stair Nominal 7&hi mpice.flip-t: Glazed 12lSV2022 No esNo NIA Compi Edge Pilborglass. Single Door Wth Sicalre(s) onswingloutsvirg; X0, OX or OXO configueartibraf 14 It. Thernma-Trut Filter.Classic and Smoth-Ster Noncli 8&939',O &AuOtNonImpact&cl Glazed IWWrX22 No Yes I'llp MIA Compoerte Edge Fiberglass Single Door (InvivirglOutsvAing; X cordigurston) 15 Thermai Fiber-Clareso, and Smordth-Star Nominal &9#3S;08quctNon1mpact&qudt: Glazed 12AMM22 No Yes No NIA Composite Edge Fiberglause Single Docirvorth (Inswirgloutsering: XO' OX r OXO configurations) 16 p Thermai Fibeir-Causalic and Smoth-Slar Nominal B'0 liLquothion-ImpeciSquot, Glazed 12,31i2022 No Yes No NtA Composite Edgs Fiberglass Double Coor vAth or Wthout Sideflies (Inswing[Outswing: XXor QXXO configurations) 17 q. Thermai Filb-Cl.saic and Smooth-Ster Nominal �4#39;8 &qupt;N.n-Imprhdt&quoi Opaque 1251,20n No Yes No NiA Composite Edge Fiberglass Sing le Door �4[dh Transom (I insvvingioure,vang; OrA configuration) 18 r. Thernii Fiber-Classio and Smooth -Stair Nominal 13&09�8 Squot;Non-Impactili Opaque 12151 M22 No Yes No NA Composite, Edge Fib-91- Sing ka Doo r ith Sidaii.(.) and Tranip. CJXO. ofox of 0fOyO oprifiguratiors) 19 a. Therma-Tru Fiber -Classic and Smoph-Star Nominal 6&#$9;B &qwt;Non-jmpa4quo� Opaque 121,1112022 No Yes No NJA C-ompoefter Edge Fiberglass Single Door wth Sidelite(s) (In-AnglOutsuving: XO, OX Or QXQ Continuous Head and 6111 configurations) 20 t TharmA.Tru Fliber-Claussic and Smooth-Ster Nominal 8&9i "Nom�Irrpact&qli Opaque l2t3lJ2022 No Yes No MIA Composts Edge Fiberglass Single'Door vAth adelicte(s) �l risvinglOutai XO, OX a OX Continuous Head and Sill configurational 21 u, Thermi Flbaa,�Clamsle and Smodir-Star Notimirual 6&tI 8,quotNon-Irnpact&quct Glazed 12t3l/2022 No Yes Nor NIJA Composite, Edge Fiberglass Single Dow with Schalibia(s) 0 nsWngfOutswri XO, OX a OXO Continuous Head end Sill configuradi 22 v, Thenno-Tir. Fbar-Cf-iGiand Smouthi Nommal 8&9�39;0 &quocNpn-Impac1&quol% Glazed 1 W112M No Yes No MIA Composite Edvo Fiberg hi Single Door with Sidisi � nwAngfOubri XO, OX or 0XO Continuous Heard and Sill oprifigurations) 23 w. Thsami rliber-Claussic, arid Smiciothi Nominal "Nan-1mpafct8p�ot; Opaque 12131=22 No Yes No NJA Composite Edge Fiberglass Door Panels inith Vcrrted or X)= conifiliundions) 24 x Thermi Fiber -Classic and Smooth -Star Nominal 8&#39, 0 &quctNon-Impact&quot Opaque 1213112022 No Yes No N)A Composite Edge Fiberglass Door Panels vvith Vented Sidelite(a) (InsvvingtOubawn XN XXXorX)= 21. y. Thernme-7int Fildev-02mi and Sirricath-Sor r Nominal 6&9i 8 &qival; N-i rpeollkeri Glazed 1213IJ2022 No Yes, No NJA Composite Edge Fiberglass Door Panels with Vented rmwirrgiourtswing; )C(. )= Of X)w 20 z. Thera-Trui Foar-Classo and SmOoth-Star Normirsel 88#W;O&quot:Non-lmpapt&quot Glazed 1213lf2O22 No Yes No NIA Composite Edge Fiberg lass Door Parels Win Vented Scleflai (I risvAnglOutsviii XX, XXX or XXXX ourifiguatkins) 27 za. Thermi Fiber-Clarmic and Smooth -Star Nominal 5&09: 8 &qui Non-1 mpactaquot, Glazed 1213112(122 NO Yes Kid MIA Go mpbs4a, Edge Fibe rg lass Single Door wit h 3&438,, 0 orm,vingioutsviving; X0, Ox . OXO configurations) 25 Zb. Thermi Fiber -Classic arid Srnooth-sw NomimlB'8&quot..Non-Impadt&quat Glazed! IV3112M No Yes No MIA Composite Edge Fiberglass DotibleDporvilth 3039.0 8ideflues (InsvAngtOutsvvirig: 0)0'0 configuration) 29 zo. Thermi Fiber-Ciassic l3mQPth-5tar Nominal e'0 Glazed I V3112022 No Yes No NIA Cc mposite Fog a F i berg aw Single Door with 38#39; 0 Sideliter(i) (I nsWinglOunevoing; XO, OX a Oi op ion.) 30 zd. Thermi ru Fit a r-Classi c and Smooth -Stair N�fto.u�,'I�tB&M;OaquatNon-Impact&quot, Glazed 12131 r2O22 No Yes No NIA Componaite F c1g. Fiberglass, Do uble Door with 3=9;0 Sicaliftes; (I ns,MrGfOutscvvrrg; OXXO configuration) 31 Fib-Clsti and S-th-Ster Npreoral pa-q..I:; Shaker 12)3112022 No Yes No MIA Series Composite Edge Glazed Fiberessingle Doorwl orWth.ut 1U392scelil (Insivving(Outevving, X, OX, XO orOXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I of I 20 AU caw Prandinat LINEA= 29, Typo Version Manufacturer Contact Engineer License Validated She stannited W Apgray-I Approved alstrus Affirmation 2020 PST Industrials Jens SCCO - CrR BCC0 - VAL 11Mr2)2O 11P5QO2Q lifilfzozo Approvoid Category: Windows ($41) 46"it)a JOB) 315-25N Subcategory: Single Hung MehdMrk Living A,-n,dfrLl,, Acharawad Ter li Ian ... t Product Mioded. Number or Name Product Desedri Contract Expri Date If, HVHZ outside i Resistant Pressure 2 SHS!k)O (Lrge laii rnp.d) wyl R.ga H.ingwind- 07/sOM25 Yes Yes ya� NJA Florida Department of Business & Professional Regulation P.R. 1 all Building Codes and Standards WIZ21 Product Approval Application Detail eDali Pd-,- Data T-1 VersiOn Manufacturer C-td & LJ,-k Validated By Validated submitted el Ap,,,W Arni all Affirmation 2D20 FGT Industries Jan. R-lit Itfamil-Daide, RCCO - CFR BCCO - VAL I VOM2021 Ii/i 1 1M V2020 Approved Catiagiony. ifd- (941)48R-0100 (786) 316-2590 SubC.bagcrr. 'Itc.al C�Itlficetion Mark Ui Sea A Product Madal. Nueri r U- Product D,nipriced.in Contract Marrinallion Date In 14VHZ Outside HVHZ R11sent Pre- 5 PW-5520 (Large Ml.sfl. lrnip.d� V,,,.,4 Fed c4m)2025 Yes Y Y., MIA Florida Department of Business & Prothassional Requertion Page I of I Building Codes and Standards irrozi Product Approval Application Detail W 2m Ill Painting page TV. varai Cori Entrisaii Ucrur Vlidated Submitted FBC Anstrayal Acarov stai Re�ar 2020 MI Windoes and Doom Brom Stringer Arican Ar�hltactuoi Steven M. Ui PE 10J(i IOICEV2020 10$19�21[120 Approved Category: windows (y17) 3e5-330a (71 7� 317-8454 letbCatego.W. Horizontal ShOor Compliance Matti Certification Mark Listing Quality Assurance Aitherowal for Use Approved for Use broact Design Product Model White, arfiagict Prodt C,,t,,t Etiallur, Data 1, HVKZ Outside RVHZ Press- HS 10 Fin and Flange Fronre 73.62 a- 02MM,024 Me Yes No-551-55 Florida Department of Business & Professional Regulation P.O. I f i Building Codes and Standards ]IN2071 Product Approval Application Detail r" 2& Mt. Data Pondica a" Tvice Manor- useence validaladlit, Voll Submitted FlIcAd-yi,il Acar ... d AlIl Re,ai. 2020 MI Wrd-. and D.- Prent altiffinge, Luis R Lomas. PF Steven M Ui Pr 10JOB12020 iPlOOD20 IOAD,2020 12M5f2I)20 Approved (717) 365-3300� PE-62514 (717) 317-8454 Compliance Mothock BvaMai Report from A Florida Architect U-sed Florida Quality A.-- Algargivadfrija Arks,"d her thro Inessuct poslorn Sa" M.d.l. heamber r flame P,odndt Derchrintion lg� In HVHZ ouhd. HvHZ assistant Prussians 2 fg,ot Vrbcau N. Yes yae MIA Florida [)apartment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I at 1 A92021 Florida Department of Business & Professional Regulation Bui Idi ng Codes and Stance rds Product Approval Application Detail Page 2 of 2 10)W2D21 WARN C-40 Entity Or Data 21l Di Penal Im. octal iiii or oat 2111 Dare Pirridlinat oat- ZX22 vari Uars, Validated 81 vall"all Submitted FBG Arrarii Atari Sierra Tv"i Vodoo 14,nuftuir. cted Erodes, It. U- VIWId By Vigidded Submitted FSC Appri Anovarl &at,, Revision 2020 Jarres Hard. Buili Products. re, Chad Dicerick, V. Andrew Ton John Southard, RE 01105imi iVI#200 011OW02i di PSC Anti R.Asid. 2020 Al Nick Thompson Lyndon F. Sni P-r. Rash 1 King; P,E. o2uimav 02115M21 VZIGJ2021 04[13M21 Approved catogoT. Panel Wells (50S) 545-85�S PE-81062 catgi Panel Wells (330)922-2389 PE-43409 ;81�) 797-3555 SubCatagorr.Scing subci sfflia, rithernpa-&l.do... COmpliance Method: Evaluation Report irm a Complianorblothical: Evaluation Report from 0 Fichid. F.spat.md Architect ar. Licensed Florida Preficsaiamal Engineer Pofaaali Egineer a0cliallor Assurance Aparravocufortme Approved for Use Imp Quallb, As-- A,,v,d fur Usa Aphrowed for U, sea 0 Produclecaldill. Number or Name Product Descrialk, Contrast E."on 09. 11, HWZ Oubi FIVIM assistant Fromm S.q 0 Product Model, alumbiur Nerne Product Dersorlptlon InHVHZ outside HVHZ atosini Pr-r. 1 Camprack Lea sling top ai 1WI)2023 Yoe Yes IVA N/A 1 a. &qU,x2T&.qjOt Soffit Vent or &did Vinyl offill 1201r2023 No Yes No MIA 2 Haver,Pkink Lisp &ding lber-comart lisp string 12OM02S Yes Yea MIA WA 2 h 6,quPtAiiance T48quot� Soffit Vent - Si Wyl Split 12t3lf2O23 N. Yes No MIA 3 C, &qUd;Gmarbri Vintage Befi Soffit Vent Or i Vary] Soffit 12131r)023 NO Yes No MIA 4 d. &quct:D5&quOt; Soffit Vent Or Sold Vinyl ri 12vi3la023 N. Yes No NJA 5 e. 0.1,&ql Sffit Vent Or Sold Vinyl Saffit 12131r�023 No Yes No NJA 6 f Sipturi Sffit Vint Or Solid Vaylefit 12131M23 NO Y.i, No NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.9e I f 1 IMIM21 QRM rini . Data a" Data Pending oat- T Version Marnsfineturror Contest Engineer Ucense Validated Ely VIdIdglard Subaili F3C Approval Approved Status Animation 2D20 PGT Industries Jens Rosowalcl BCCO - CER Miami -Dade 5CC0 - VAL 11M)2020 1110512020 11tilf2M Approved (90)466-0101) (766) 315�2590 subcategory, reeflicirm IrcomAlopgtinduseres'l, M.M.d: Mark Usting coolly Assurance Approved far �a Aparmostratts. broad Coal- swit Product Mcdol, thumbe, Or Nam Product Description Contract Wration Date Ill HVHZ Outside Hi Rearisloall Pleasure I Mullane toi Dom end Wirdlonve Aluminum Mkillicars 05r2612026 Yes Yes Yes WA Flodda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail retire I 2 Ili Cod- Entry pr Me Data oat, Pasmilmo 70, Version Manufacturer Contsfer Uc-. validi Ill Validated Submitted F5CApprM Approved status Revision 2ON GAF Michael Shlob Robert John VV, FIE OR]i D912V2020 10,1D2121320 12116,2020 Approved Category; Roofing (600) 70-3411 PE-59166 (954) 772-6224 A*Msit Medusid: Report fro. Florida Registered Architect or a Licensed Florida Professional Emirmor Quality Assurance, Approved for LW Approved far Use theater Design so -A P,oduad Mandel, Number or Nam, Prode D,facriction Contrast ExAmil-ligt. h, HVHZ 0`,i HVH Re,' tart Pressure 1 GAF Av,haft Rocr,-3himiles Filoorgi.s. 3-t.b. laminted, 5,ai 1 218=22 No Yes N(A NJA iff,virkill, aspimit hii C/) > 0 I0 (3) 0 L- C) CL Cl) 070-0 0 -cu -= U) 0 2 0- = 0 W 0 .0 U_ 0 > (n -0 a) (Cnu E 0 :E -0 -2- Cn 0- < Z Z W mi 0 > 0 cy) Florida Department of Business & Professional Regulation Page I oil Florida Department of Busimsess &Professional Regulation Page 1 r I Florida Department of Business& Professional Regulation Page 1 ef I IN Building Codes 2 nd Standards 1OV2021 Building Codes and Standards irargm Building Codes and Standards a co X LL Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 llNam smi, _E M CD M Code 29E Date P,,I,, Date code entire or Date Dal. [)Me Penctrao 090 ode Ei or 2111, Dart Submitted Pat, Panama FISC Approval Dale APpro-d status -0 Vocal- Manufacture, oeLicianse Valkand as Validated Submitted FOC; Acami Acarow status 1XIIIIII. V-I,n C,rAt Encirri Likajors, Validated BY Validated shistornithdil FBOArron-I ADorovied 61st, Type Vanston Manacturer Contact earain ... & Lj-- Vld By vHdated a 2020 TAMKO Building LLC Kenn E4.n Robert Merrill- John W, Kri PE 1QM412020 09,2912029 10117J2020 121152020 Appr-d ReAsn 2020 _.V� Thompson, re. dba Thompson Architectural Tony Christman Zachary R. Prest Steven M. Urich. PE ORM712020 M16i OS,2212020 1211ar,'020 Approvad Rev,si.in 2020 Fiords Motel Products fint. Clark Jores Jimes L. Bucaer. P.E_0 Steven M. Orkin. PE DaV2712020 D9J2512020 10AD4/2020 1711612020 Approved category. Paprs -0844 pe-MI56 4417)824 f054) 7721$224 Mota, Company (TAMC D) (813) 248-3456 F&74021 l7IT)317�454 catgory: Roofing (904�783-84(10 CSUCK Engineering T17) 317�13454 SubCdecruir. Und.irloyment, Category: Ropfing O.ItCal.rici ilml- on RE-31242 Compliance Method: Evaluation Paton from a subcategory: Rooling Accessories that are an Integral Part ofthe Roofing System Florida Registered Ar&ftaect .1. Focus Felt fine Roofing System Complannealliettitei Evoluntim Roportfirom a Compliance Madhod, Evaluation Report hem a Florida Lice-d Fields Florida Registered Architect - I-Imsed Francs Professional Engineer < (D Engineer Productfildal QAWRY A-,-, D'ecril C,ntri Date embrovediforli In Aw-d HVHZ otside for Use HIAU R-latent Pressure Quality Assurs- Awrohni for use AupprovirdforUste, show Deohan -0 QU41LV Assurronso Approved for use Approved for On Impast RIM S-0 product Mosi theater or Nam Priatret Ohirilear In HVHZ outside IjVHZ Rarsh"I P� Q) TAMKO Rod Undarlyments (HVHZ) for us. in FBC HVHZ 0612912M Yes No NtA NA Se" P,,dLtM.d,l Prodi Direcriation, Cooked E,,Wti- Data J. HvHZ outside HVHZ Pcossure 3 3-FLAMCOltiltui RdreVere8duot. Aluminum Ridge Votes frphichopresfabcoated 1 Zt3lr2O24 NO Yes Me N)A I TAMCO Flat Top Offi Vent Mth Baffle lot Tile 26 Ole. static rool'yonflat. With calls Chai Yes Yes MIA VA rom025'Aumhum 2 TAMKO Roof Undarlayments INOM-HVIHZ) Roof uncladayhrents for use in FBC neri 06129i No yea MIA N)A 2 TAMCO vent 2641. 09/QKM No Yes MIA -0-52,5 a TAMCO Oft Ridge Roof Blaffic 26 Va. stt, .of ... tilat-elth integrated baffle oatognui Yes Yes MIA WA 4 TAMCO Round Top Offi a Vent with Static, for Tire 26 go. static rooli'ventilator with battle 06,109/2026 Yes Yes MIA N/A LL _ LU Florida Department of Business & Professional Regulation page I at Florida Department of Business & Professional Reguiation page I a 3 Florida Department of Business & Professional Regulation P.O. I f 1 Florida Department of Business & Professional Regulation Page I r 1 Building 06des, and Standards W12021 Building Codes and Standards IR=21 Building Ccdesrand Standards V25M22 Building Codes and Standards 1125M22 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail thirty 9 Data Data onto Pendl Data QRM IMIL Ones Prandina Ded- WAMQk Code Entity Or Dartal Date Date Pronsfirl Data code Entlier o 2M Date Gate Perallng Dale 1XIM M.-f-lucer CmA_j Yarldethad Off Validated Stabreli FBC Approvd flitatte, T1_ Ver,sion Manufacturer Contact Ends- 8 Licame Validated Dy Validated Suloitted Pao advi T_ Version Contact Engineer & License Validated Volided Submit(. F90 Approval Approved statu Type Version Manufacturer Carl Enoinstar & Licerese Validated Validated Submitted FISCApproval Approved -Status R-sion 2020 L-,. Katrina Jolly J.- L P.E. eleven M. Urch, PIE 11/23M23 11�2mfl`20 11ORQ020 ding FBC Appir- R"elon 2DN Borer Reefing And-. Robin tAPMo Uniform vauanGary W. Walker 11,03M20 1 MM020 11ID612020 Approved Revision 2020 Global Protection Products. LLC, Tim Robihson VVicher A- 7111 it Or-, R E. John W. Knienovich, PE 0910i Q9,08J2020, I W0112020 1 2M 512020 Approved Revision 2020 All Arrierolan Sh utions and G less Mike Bbii Frank L, Bennando RE Troy Sklhop, P,�. 1=812020 1011512020 1110512020 1 2J 1 512 0 2 0 Appro,vul Category: Reusing (5m) gall PE-31242 Vi?l R-ON; SONIcas LILC. (205) 854-0160 ostragibi Shutters (954) 689-7545 PF-44107 (954) 772-6224 ratei Shutberar (561) 712-9882 PF-0046549 (964) 047-0860 lcubC.tagi Rooi Ac-spies that are Subcategory! Rocling Tiles sultCui St.- Pi tim.robinstm@9preant, com Storm Panels Illegal Part ofthe Roofing System, r-PlIan- plate- Report fro. inCompliance Method: Evaluation Report hcm a Compliance Method: Evolurati-Reportfrom a re.com Mattri Evol,ii Rport from a Product Evalufi Etity Florida Registered Arch hect or a Licensed Florida Flor4a. Registered Architect or a Lioeti Florida Florida RegiflateredArchitact ors, Licensed Florida Professional Engineer Engineer Professional Engineer F LM F11,11,1716OZ-101 Pro I dhd's product Number Me- causlity A.surroace Prdi D-ltion Consumer Dig, Amethyst! far Us, in HVHZ Awroyd for Use Outside HVKZ Wood assistant posion Prannours, Quality Assurance Appihc�d ftir Use Ano-vild ll Use Impact Design Quality Archaurr Approvedfor-Uss ApprovardfrUs Impact Design GivallwArgiflumi Apprved! for Us. Appv" for Use Impact oidi .9-0 16 M.W. .1 Saxery - Shake, Siote, Cou n try 9 sm, i adi Entrist Fiat Prof. - Derinver. CC 12P31M2O N. Yes HfA NJA Sol ff Prod Ji hill bar Nurn b a r or Nam a Product Daussuripticin Contast EV-11cr. Date in HVHZ Outside HVHZ Resistant pircauturre Sect 9 Prod uat Model, Num ber or Nam a Product Description Contract Expiration Date in HVHZ outside HVliz Resistant Pressure 1921 Pod'.t M,Ogl. Niumb. r No- Prducat 10-doi Cramr In Hi Outalijim HVIHZ Prolaim That�h &amp: Impact 1 20 Grage Galvanized Steel Storm PaneWHVHZ Corrugated Galchnized Steel Storm Parblimetairmad 126112022 Yes Yes Yes NIA 1 24ga Galvanized SbaetStormr Panels 24ga Galvanized Steel Storm Panels 12f3112022 Yes y Yes. NIA I DA-4 or TRI-Built 0-+-Ar DA4 Lo,, Profile, Plypropi Plastic, "Vent 12110,2025 No Yee o17 Sai NO - Sl Sholk."ari Solt Shake Flat Profile - Stockton, CA 12131,202D No Yes MIA NIA or not by tacks to provi do hurricane pnotei MeehaNdorly Attached to pyw4odDock, S.Irry Soo - SIM., Shake Aari Wit Shake Flat Profile - Rali "A 12Mr2O2O No Yes MIA NJA 2 24 Gags Galvanized Steel Storm Pariell Corrugated Gatylartzed Steel Storm Panels retained 1=1=22 NO Yes Yes NIA 9B Cony 700 - Shake, $let. Asti Split Shake Fiat - Stockton CA IV3i,l2020 No Yes MIA l or not cy track% to provide hurricane protection. 21 21 S-ri Star. & Wit Sheii Tsi tspan. i Sa realone Fiat Profits - RI, I ., CA 121 VZ02i) High Prale - K.I1' I I 7J3lQ02O No No Y.e Yes N(A NIA NIA NJA 25 Vill, Lw Frolic - Katy. TX 12t�1�020 N. Y., N/A N)A Florida Department of Business & Profossional Regulatilm Building Codes and Standards Product Approval Application Dal H Page I Orr i"71=21 code li . Por" Date Veto Pordi Date 11111 Version Conrad Eras ... & Ljorens, Validated Bel Validated Sbmitted FBC Abromi A-mernal Status RWsi.n 2020 Ali Stuart Latis 100 E"14 anon Service LLC Williarri M. Ranieri. RE I ai I Oi 11105�2020 11f)5nQ20 Approved Category; trclurad Components (321 710,5377 (407) 8814917 Subcategory. Truss Plates Compliance Method: Evietuflicin Report from a Product Fvatui Entity A-cranch, Abasov,n] fail 0, Aponueed fa thas Imsect Costs" ZeQ A Product Model, Number or Name Predict DOSIdiation Contact Elicitation Dade m HVHZ Outside HVH ltoswalit Pressure 1 ITW BCG/All Higher Strength (H &-hi $) Metal Plat. 12131 =24 Yes Yes HIA INA 2 ITW BCGffiJpin. 41nme Plte metal plate 1 V3112024 Yet Yes NIA MIA 3 i BCC4AIPne Tru;ox Motel onneorplate IM1,2 24 esYes WA MIA 4 ITW BCO/Alpin. W... Mel C.nai Plat. 12131 Q024 Y. Yes WA NJA Florida Dapartmerd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pace I Of 1 102021 code nyDag Date care Pencil Page T� Mai on Intacfochunic, Contact Froldrainer & 11.1cons, Vrdi Sir Validated submitted FBC A,,,,,l Aa-viod Stn- 2020 Commatelet Concrete Produclenc. Robert One Samuel A. Groottirg John Hoy 12/1612020 1 waaam 12,29/2020 ding FBC Appi, Category. Structural Components (81 659-3707 PE-34245 I 35Z 588�53i 1 Subcategory: Produces Introduced as a Result of Nae, Tachn.ogy Carriplance Method: Ealuation Rii fro. FWde Registered A,ehltaef Upari FI.fld. Caralit, A,-,, Acreacrinal far Me Appraisal far Us, broad cas"I's, Product Model. Number or Name Product DfuleratiOn Contract Expiration Dal In HVHZ HVH Re Pressure 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Untels 05125)2024 NO, Yes NIA fli Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Poge I of 1 1171=1 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 ri rualumil Qgl Entity or Data "t Do$, Fortil 0*0 Coco Entb 0 liAll! Dole Dal. Parldi Dale 71'" Valid Manufacturer onacEntill & users. VWIdMad M Validated suilbadite POC Approval Anti Agill Type version harrufachans Contact Enulti Validated By VoIldored oultarlibehl FBC Approve] A4pIc stable Revision 2020 CAS7-CRE7E USA, LLC Craig Pani Mleuri SCCC) - CER Mlem-Deds BCC0 - VAL 1 1?2012020 1042712020 11,271ZD20 Aporwool Affirmation 2020 Aphe kuminum, Inc, Jose sit. Luis R. Lomas Saven M. UrldhT PF IVIS/2021) 1 1A 6M21 1112MG20 Approved Cadegroar, Surnelucal Components l813162i4641 k786f 315-2590 Category: Panel Wells (407) 509-2008 PE-M14 (717) 317-8454 SubC.togi Proci cf Sudetaikagary; Soffit. New Toomeloy Comollari Motho; Evatuad. Report from Compliance Method: CertiffiDeli Mark or Living Florida Regist.redArchlbact or. Licensed Riarld. Amaranth, Argambei feir Use ter Use ki Linsi IQual sea Product Model. Number or Name Product NeOrinflon COLItHal Ig(PiralliffiVidi In HVHZ outside HVH Risetalet Pressure Ctuailly Assurance Atectroved for Lee Approved for Use Impact Design 1 High Strength Concrete Lhi 4.6,8. and 12 Inch Ide intal. 05�2,J2022 yea Yes N)A MIA Pleduck Model. Number of hostile Prodard 0-ftimn cpai oat, inHVHZ Outside HvHZ Resistant P ..... re Alpha Aluminum Solid &amp: Vented Aluminum Soffilf CMU &am; Wood Alpha Aluminum Solid 4,ari Vented Aluminum 07130t2023 Sdfiv CM & Wood NO Yes No WA Florida Department of Business & Professional Regulation P.O. 1 OT2 Building Codes end Standards io&2021 Product Approval Application Detail t2sh Iiii o 2IO1 ad, Dat. Peridirri Do" Type Version Manufacturer Contact Validated Di vidiclabrad subtted Fac Actual Ararni At" R.�A..n 202a Mli Inc. ErinWAIcasn ICC livali.stion Service, LLC ICC EvauldlorI OiV1lr202l (i 06/12rX21 APP-al Category; 51mdurel Qompolents r352) 8911-8635 LLC. Subcategory: Truss Plot. e�lden@rdi.com (206) 199-OBOO Corripliencollethod: Evaluation Report home Product Evaluation Entity oumityminumnee, Approved for Use Approved for Use Impact Design $000 Product Moft Number or Name Product Deascriced.it, confisist exulralloi In HvIiZ outside HV1 Resistant Pressure I Mi 11 " ,Ian strength truss connector plate 1 ZmlaO22 Yes Y.k N/A NVA 2 hi 18 ga, super high sh"glib truss conneGboriplan, 12t3lP2022 Yes Yes M A N/A 3 MH 16 16 go: thass cannector plat. iml,2022 Yes Yes N[A NYA 4 M718HS 1 A Re. high 0.Agth I.s. plat. 12f3lQ022 Yes Yes kok NA 5 Mi 20 go high strength truss tomador plate 12i3l,2022 Yes Yes NIA NIA 6 71-18, MT18 1 8 93, truss connector Plains 12MQ022 Y. Yes NJ rA N/A 7 TL2lr. MT20 20 gai truse connector plato l2rj1=22 Yes Yes MIA NJA Florida Department of Business & Professional Regulation Sulldlng Codes and Standards Product Approval Application Detail Parts I r I (VIV=1 code liartity a Do" Date Data Porldi vate T-ar V,mom Cotact & Lion valklabd S, Validated S,t,,iftd FBC Airstureval Arier,void slabus, Pi 202C Weyerhateimer Rol, Beldwin fCC Evoluerion Service LUC Ian Lehrer. P.E. OW212021 1 0,12V2020 02tOarX21 Approved Calessay Structurad,Comporents (253)924-6475 (508) 839-3268 Subcategory: Engineered Lumber CO]"PlIeres Method: Evaluation Report from a Produet Evaluatin Entity Quality Apalran,cal for LI A-conted for 11i huract lo-lrt Product Model. Number or Name Product Description Contrast Enlindrout Date In HVHZ outside HVHI Resistant Pressure LVL Lrchrabod Ven-, L-beir OW3112023 No yes N A NIA 2 par.1hun PSL Parallel Strand Lumber 0313V2023 We Yes WA NIA 3 TinhuberStriard LSL Laminated Stand Lumber 031312023 No Yes NIA WA 4 TJ Rim Board SIracturalContaciste Lumber Or Oriented Stland 051312023 No Yes NIA NIA board Rim Bear 5 Weyerhaeuser Finn Scard Cismad Strand Board Rini B.ard DS131(2021 N. Y�' NIA WA C_ co > 0 > L- CL 0 CL < n LM W (D Z _j a_ SHEET NO. PA 1.1 MIM111111111 11�= U) -a > (3) 0 CL Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3MO20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3Y2020 *:I I Ili I imol e. A Simpson Strong -Tie 2020 FBC Approved Products Updated 1213MO20 0- For drect Inks to all SSTapprovals listed below: CLICK HER For direct links todlISSTapprovalt, listed below, CLICK HER cm For direct EnR9 to a ' 11 EST approvals listed belove, CLICK HER cm For direct Inks to all EST approvals listed belevo, C LICK HER co For additional information regarding Flords!s Statewide Product Approval -5ystem and Mismi-Da do Countyrilatice Of Acceptance (NOA), &LICK HERE. For additional Information regarding Flordai�s Statewide Product Approve] System and Marni-Dado County Notice of Acceptance (NOA), CLICK HER For ad,dillonal information regarding FlorldWs Statewide Product Approval System and Mlaml-Dade County Notloe of Acceptance (NOA). SUM"u- For additional 1 Lmri regarding Florida's Statewide Product Approval System and Miami -Dade County Notice or Aoceetance 040A), jZLICK HERE. (D FL#2355-R7 FL#i 0446-RG FL61 0456-135 11 HUS. HUSC series hangers Face -mount hangers available in Wdths ranging from 1-518"to 3- ". Co CD 9116" and heights ranging from 4-5116" to 11 Concealed flange Sectf Product Model. Number or Name Product DescagILM Sea Product Model. Number or Name Product Description Sea Product Model, Number or Name Product Desiodgti2a version (HUSC) available- for models having width equalto or 0 I Tten Stainless SteelConcrate & Masonry Screw (TTN-SS) 114" diameter Titan stainiessslisel masonry screw I A21 r A23, A33, A34. A36. A44 Angles i Err, BTB. BTH Brick Ties greater than 3-9116"- 2 0 2 APA21 , APA4. APA6, APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12, CMIST14, CMSTCI& Coiled Straps 12 IUS series hangers Face -mount hangers available in Widths ranging from 1-7/8"to 3- 5- = APB44, APB44R, APVB86, APB66R, API3W, APBWR, AP81010, APS1010R, APVI344. Outdoor Accents Post Bases 3 C814, CS16. CS18, C520, CS22 Coiled Straps 518" arid heights ranging from 9-114" to 16". C: = - 0 U_ FL*9 5".RG APVB44R, APVB66. APVB66R, APVBB8, ARV888R, APVBIOIO, APVBI 01 DR 4 CSHP18, CSHP20 Coiled Straps 13 LGUS.25-SDS, LGU3.e3-SDS, LGU5.25-SDS Face -mount hangers Co C:) 4- 4 APDJT2�4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVE)JT2R-4, APVIDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompresisionlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers Co 0 C/) -0 > Sea Product Model. Number or Name Product Description APVDJT2R,6 6 DSP, SSP7 TSP Stud to Plate tie 15 LUC267, LUC2102 Face -mount hangers 2 1 SDIO112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 h1l, HIOA, H2,6A, H3i H8, H7Z, HIC3, H118S, H16-2, H16-2S HurricaneTies 10 LUS series hangers Face -mount hangers available in Widths rangingfrom 1-9116"to 4- (3) C/) (2) 1 2 GDOI 12. SDM 2; SDI 0112, SDI 0212 Sirong-Drive SO Connector Screw 6 APL4, APLe, APT4j APT6, APVL4, APVL6, APVT4, APVT8 Outdoor Accents L and T Bearn-to-Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5fB" and heights ranging from S" to 10-1 Sit 6", - cr) CU 0- 3 SD9112SS, SD9212SS SlionQ-Drive SO Connector SS Screw 7 APLH24. APLH24R, APLH26, APLH26R, APLH210, APLH21 OR Outdoor Accents Light Hangers 9 HS24 HurricanaTie 17 MGUS.63-SDS, MGU5.2&51)S, MGU5.50-SDS, MGU5,02-SOS, MG07.00-SUS Face -mount hangers C co 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDSI.5, HSS2-2-SDS3. HSS2-3-SDS3, HSS4-SOS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- U) < SDCF221134, SDCF221334. SDCF271968t SDCF272358, 9 CBT2Z,CBT4Z Concealed Beam Ties 11 HST2, HST3. HST5, HSTe Straight Straps 118" arid heights tang ing from 6-1511VItc 19-112", 5 SDCP22434. SDCP22512. SOCIP22614. SDCP22700, SDCP22S58, SOCP22912, Strang -Drive SDCP Timbor-CP Screw 10 CJT3Z, CTr4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28,, HTS30, HTS30C Heavy TWst Strap 19 MUS215. MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ1 BKTZ. HTSQ20KTZ Heavy Twist Strap 20 SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available in vvidths ranging from I- 6 SDHR27400. SDHR27614. SDHR31400, SDHR31614 Stong-Drive SDHR. Combo4Aead Strew 12 DS Dry VV911 Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-W-16'and heights ranging from 3-1116" to 13-314". 7 SDS25112: SDS25134, SDS25200, SDS25212, SDS25300, EDS25312, SDS25412: SIrong-Drive SDS Heavy -Duty Connector Screw 13 FC4z FOB Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTAW Straight Straps Concelaacl flange version (SURC, SULC) available for all double SDS25500, SE)S251300, SDS25800 14 FWANZ Four cation Wall Angles 16 LST149, LSTI73 Straig ht Straps 2X and 4X models; on ly acute flainge is concealed. 8 SDS25112SS, SDS252OGSS, SDS25212SS, SDS253OOSS. SDS25312SS StronQ-Drive SDS Heavy -Duty Connector SS Screw 15 GAI. GA2 Gusset Angles 17 LTB20, LTB40 Briciging 21 U series hangers Face -mount hangers available in Widths rangingfrom 1-9116"to 9 SDWF2716, SDWF272O, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8; HIGA-2, H10S, H14, HGA10 Hurricane-ries 18 LTS12, LTS16, LTSIS, LTS20 Light Twist Strap B" and heights ranging from 2-5/8" to 11-114". 17 18 HCJT7 HH4; HH6 Heavy Conceaied Joist Tie Header Hangers 19 20 MGT MST27. MST37, MST48; MS760, MST72 Medium GirderTiodown Straight Straps FLUIOD07-RB 19 KBS1Z Knee-Braca Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#1113667�R6 20 L3O.L5Q,L7O,L9O Angles 22 ms-rco, MSTC410. M$TC62. MSTC66. MSTC78 Straight Straps §1" Product Model, Number or Name Product Descrintion 21 LCIE4 Postcap 23 USTC48BS, MSTC6M3 Pre -Dent Straps Jul Product Model, Num bar or Name Product Descapfiga 1 ATR315, ATRI12, ATR518. ATR314 Threaded Rods 22 LS30� L,950, LS70, LS90 Skewable Angles 24 MSTI26. MST136, MSTI48, MSTISO, MST172 Straight Straps I BA series hangers Top flange hangers available in vAdths ranging from 1-9118" to 7- 2 ATUD5; ATUDS-2, ATUD9, ATUD9-2, ATUDM, ATUD1 4, ATUDI 4.2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSIB, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium TwistStrap 118" and heights ranging from 7-116'to W'. 3 Bn8-2, BPl12, BPIi2-3, BP518-2, 31?5t8-3, BPat4, BP3/4-3, BPRTUD3-4 Bearing Plates 24 LSSJ2$LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ210RZ Field Adjustable Jack Hanger 26 NCA2x1 0-12, NCA2x12-12, NCA2x8-I6, NCA2x1O-16, NCA2xl2-16 Bridging 2 DGBF series hangers Topflangs hangers available in widths ranging from 3-5/8"to 7- 4 CNW318, CNW112. CNW518, CNW314, CNW5/8-112, CNWSM-518 CoupierNals 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable SlopeableiSkewable Hanger 27 RCWB12, RCWB14 Wall Bracing 115" and heights ranging from 9-114" to 24"� 5 CTUD55, CTUD65, CTUD66, CTU075, CTUD76, CTUD77, CTUD87, CTUD88. CTUD07, Coup;irig Take -Up Device 26 LTP4. LTP5 Tie Plates 28 RPS18. RP$22, RPS28 Repair Plate Strap 3 DGIF series hangers Top flange hangers available in widths ranging from I -112'to 3- z CTUD98, CTUD99 27 ML23Z, Mill ML28Z, ML2aZ. ML21OZ Angles 29 RSP4 Stud to Plate Connector 5f8" and heights ranging from 7-114" to 24", 6 1,13� N4, N5, N6 Heavy Hex Nuis 28 MMH8 RoofTL-Down 30 SPI, SP2. SP4, SP6. SPO Stud Plate Tie 4 OGHF series hangers Top flange hangers available in Wdths ranging from 1-3/4" to 7 RTUD3, RTUD5B, RTUD4, RTUD4B, RTUD5: RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHG Hinged Roof Connector 31 SPH4, SPH6,SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4" to 24'. 8 TUD9, TUDIO Take -Up Device 30 MMLU26, MMLU2r>2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLUGII Face -Mount Hangers 32 SSI.5, SS2.5. SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in Widths ranging from 5-1/4" to 5- 9 TUW38 Take -Up Washer 31 RBC.RBCP Roof Boundary Clips 33 ST9, ST12, ST18: ST22, ST292, ST2122, ST2115. ST2215, ST8215, ST5224, ST6236 Straight Straps 7f8" and heights ranging from 11" to 32-1/Z'. 10 URSS WS" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T820, TB27. TB30, T1336, TB42, TB48; TB54, TB66. T869 Tension Bridging 6 EGO series hangers Top flange hangers available in wiciths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 RTC222% RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWS 10; TWBI 2, TWIS1 4 Wall Bracing 114" and heights ranging from 11-114" to 3Z'. z 12 URS6 518" Uplift Rod Run Tedown System 34 STC. STCT, DTC. HTC4 Truss Clips 36 VGT,VGTR,VGTL Variable Pitch Girder Tradown 7 G LS series hangers Saddle hangers available in widths ranging from 3-1/4" to B-719' 13 URSO 314" Uplift Rod Run Tiedown System 35 TJO37,TJC57 Truss Jack Clips 37 W81 015, WBI 06C, W61 26, WBI 26C, W8143C Wall Bracing and heights ranging from &-112" to 28"- W Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in Wdths ranging from 3-114" to 7- lff' and Irfeights ranging from 11" to 32". FL#10441-R6 FL#1031-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-91161c 7- FL#10447-RS liT and heights ranging from 8" to 39'. Sea X Product Model. Number or Name Product Description Sea 9 Product Model, NUMberor Name Product Description 10 HGLS series hangers Saddle hangers available in widths, ranging from 5-114!'to 5-718" W 1 DTT2 Hold-down Sect If Product Model, Number or Name Product Description I 013H2,37x5.5, CRH2 37x7r6l, CBH2-37xg.75 Concealed hangers and heights ranging from 10-11Z'to 2W. 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 OU, DHU, DHUTF series hangers Fare -mount (OU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in Widths ranging from 3-1/4" to 8- 3 HDQ8, HHDOI 1, HHDQI 4 Hold-down 2 DSC2R-SDSS. DS02L-SOSS; I)SC511-SDS3, DSC5L-SDS3 Drag Strut Connectors available in Wdths ranging from 1-9/16" to 3-9/13" and heights 718" and heights ranging from 7-1/7'lo 32". 4 HDU2, HDU4, HDU5, HOUB. HDUI1: HDU14 Hold-down 3 OBC Gab�e Brace Connector ranging from 9-1/8" to 23-15116,r. 12 HGLTV series hangers Top flange hangers available in wcIths ranging from 3-1/4" ta 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2. HCP4 Hip Corner Plate 3 HGU3.63.SDS, HGU5.25-SDS, HGU5,50-SOS. HGU5.62-SOS, HGU7.00-SDS, HGU7,25- Face -mount hangers 1fB` and heights ranging from 14" to 33". a LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42�2. HHRC411,81, HHRC44, HI-IRC5.2513-25. HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00SDS 13 HIT series hangers Top flange hangers available in wdths ranging from 2-5116" to 3- 7 MASA,MASAP Foundaton anchor strap HHRC66 4 HGIUS series hangers Face -mount hangers available in wdths ranging from 1-5/8" to 7- 9116" and heights ranging from 18" to 26". 8 MPA132, MRA144 Strap-s" purfin anchor a HRC1.81, HR= Hip Ridge Connector 3/8" and heights ranging from 5-6116" to 12-718". 14 HUSTF series hangers Top flangejoist hangers available in widtins ranging from 3-1 18"to 9 PA18, PA23, PA28, PA35: PA51, PA68 Strap-stylo purlin anchor 7 URU26, LRU28, LRU210. LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.5,0-SDS. HHGU5.62-SDS, HHGU7 00-SIDS, HHGU7.25-SDS, Face -mount hiarigers, Mll 6"and heights ranging from 5-318" to 13-1/&'. 10 PAI18, PAI23, PA128, PA135 Strap-sityle purlin anchor 8 LSU26, LSSU28. LSSU210 Light SlopeablefSkewable U Hanger HHGU9.DO-SDS 15 HUTF, HUCTIF senes hangers Top flange hangers available in Widths ranging from 1-9116" to 5- 11 STHD1 0, STHD1 ORJ Strap -style hold -dawn 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2. HHUS28-2, HHUS210-2, HHUS46, HHUS48. HHUS41 0, HHIJS5_50110� Face -mount hangers lfT and heights ranging from 3-7116" to 15". Concealed flange 12 STHD1 4. STHDI 4RJ Strap -style hold -clown ID TC24, TC26. TC28 Truss Clip HHUS7.25110 version (H UCTF) available for all models having wdth equal to or 11 THA29, THA213, THA21 8, THA218.2. THA222-2, THA4113, THA41 8, THAC410, THA4221 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in Wdths ranging from 3- greater than 2-9/16". THAC422, THA426. THA422-2, THA428-2 IfB" to 5-IfS" and heights ranging from 4-:VVto 15-3/4!'- 16 HWP series hangers Top flange hangers available in widths ranging from 1 -9M6" to 7- 12 THAI 1,81122, THAl2.06[22, THIA12 1122, THA1222, THAI322, THAI3522, THA1422 Adjustable Truss Hanger Sizecifor I -Joists Concealed flange version (HSURC, HSULC) available for all 1J8" and heights ranging from 5-3Wto 28!'. 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4)Cmodels: only acute flange is concealed, 17 HWPH series hangers Top flange hangers available in Wdths ranging from 1 -9/164c, 7- 14 THJA26, LTHJA20, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU�10, HTU26-2. HTU28-2, HTU210-2 Face-wount hangers If2" and heights ranging from 5-318" 1. 32r,, 15 THJM2-4-SDSS, THJM2,5-,SOS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/1 6'tc 7- 18 ITS series hangers Top flange hangers available in Wdths ranging from 1-9/1 6"to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.716'to 19-1/4"- Concealed flange Sf8" and heights ranging from 9-1/8" to 16'. -3 (aim) 17 VPA2. VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (H IJC) available for all models having width equal to or 19 J@ series hangers Top flange hangers available in Wdth of 1-9116" and heights > 01- 18 VrCR Valley Truss Clip greatarthan 2-9116". ranging from 5-318"to 7-14'. C) 10 HUC01.81fg-SOS, HU001.81111-SDS, HLJCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights 0- CL M SDS, HUCQ410-SDS, HUC0412-SDS, HUCQS.2M-SDSl HUCQ5.25fII-SDS, HUGQ610- ranging frorn 9-31115" to 13-118". M LL SDS, HUCQ612-SDS -0 C) C'4 0 C: CD (L) A.- E 0 QD) COL Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 Simpson Strong-Tie2O2OFBC Approved Products Updated 12/3012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 0 0 0 For direct links to ell SST approvals Rated below, CLICK HERE For direct links to ell EST approvals Isted balmv, CLICK HERE C=R For chrect Inks to all SST approvals fisted belove, CLICX HERE C= For dreat finks to,ell SW approvals listed below, CLICK HERE < For additional intormation.fegarding Florida's Statewide Product Approval System and MiAmi-Dade Gounty Notice QfAcceptance (NOA), aLLQKJJCU. For additional information regarding Flonda!� Statewide Product Approval System and Mrarni-Dade County Notice of Acceptance (NCA),.C,�. For additional information regarding Fforida!s Statewide Product Approval[System and Miami -Dade County Notice of Acceptance (NOA),.(g�. For additional information regarding Florida's Statewide Product Approval System and Mismi-Dado County Notice of Acceptance (NOA),.,��, a- LO UJ 21 LB series hangers Top flange hangers available in width of 1-911 6!'and heig his FL#11460-1315 18 SfLBV1,56, SILBV1.81 � VLBV2.06. SiLBV2.37, SILBV2.56, SILBV2.66, S/LBV3.1 2, Top Flange Joist Hangers 5 SET-XP Ad hesive Anchor for concrete ranging from 6-318" to 15-1/8", SILBV3,56, SILBV3.62- SILBV4.06. SILBV4,12, SILBV4.28, S11-13VA-75. SILSV5.50 6 Strong-961:2 (ST82, ST1624SIS, STB2-6SS) Shrong-Bolt 2Wedge Anchorfor concrete availlable in carbon 22 LBAZ series hangers Topflarge hangers available in wdth of 1-9/16"and heights Igg.1 Product Model. Number or Name Product Descrintron 19 SILTT20, S/DTT2Z. SIHTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9.3fr16" to, 13-118". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, SIMST72 Straps 118 mil (10 ga) 7 Titen HD (THD-H, THD-HMG, THD-H4SS. THD-H6SS, THID-CS, THD-CS88S) Titan HD Heavy Duty ScrewAnchorfor concrete and masonry 23 LEG3, LE-06. LEG7 series hangers Top flange hangers available in Wdths ranging from 3-114" to B- 2 HR56, HRS5, HRS12 Strap Ties 21 SP4, SPO Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 WS" and heights ranging from 9" to 33-112' 3 HU00210-2-SOS, HUCQ210-3�SDS, HUCQ510-SDS Joist Hanger 22 8SP, DSP; TSP Stu d Plata Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in Wdths ranging from 5-114" to 3- 4 THGB2, THGI33, THGBH2, THGBH3. THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-117'. 5 THGQ2,SDS3, THGQ3-SDS4:5, THGQH2-SDS3, THGOH3-SDS4.5, THGQW�SDS8 Joist Hanger 24 T9= Truss Brace Diagonal 8 Titen HID Rod Coupler (TH037634RC, THD50934RC) Titen HD Threaded Rod Coulplerfor concrete 25 MIT series hangers Top flange hangers available in Widths ranging from 1-9116" to 5- 6 THGW3-3, THOWa-4, THGW4-3. THGW4-4 Joist Hanger 25 TJO37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDE�37155RH. THID37212RHt Then HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-114!'to 24". THD50234RH, THDIC212RH) 20 PF, PFB. PFOB, PFDSB set" hangers Top flange hangers available in Wdth of 1 -9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7- 118". FL#11473-R5 FL#13904-R5 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in Wdths ranging from 1-91161D 7- Sea # Product Model. Number or Name Product Description Seo # Product Model. Number or Name Product Description FL#16230-RO 1/8" and heights ranging 9-1/4'to 32". 1 DETAL20 Douldie Embedded Truss Anchor 1 CCOM3.82-SDSHDG, CCQM4-62-SOSHDG. CCQM5.50-SDSHDG. CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82-SDSG. CCTQMS.50-SDSG, CCCQM3.62-SDSG; CCCOM4.62-SDSG, §2gl Product Model, Num bar or Name Product Description 3 HIS, HIBS, H16-27 H16-2S HutricarieTie CCCQM5,5O_SOSG 1 AT-XP AT-XP High-Stmirigth Acrylic Adhesive for concrete ormasonry FL#I 08l 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLOM3.62G-KT, ECCLQM4.62G-KT, ECCLOM5.50G-KT. ECCLLOMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry E 5 HETAL12, HETAL18, HETAL2O Embedded Truss Anchor ECCLLQM04.620,KT, ECCLLOMD6.500-KT, ECCLRQM03.62G-KT, ECCLROMD4:620- 3 SET-XIP SET-XP H igh-Strlength Epoxy Adhesive for masQniy JW I Product Model, Num bar Rr Nam ABA44; ABA44R, ABA46, ASA40R, ABAe6. ABA66R Product Descrintion 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5.5OG-KT 4 Strong-Bolit 2 (STB2 ) Strong -Bolt 2 Wedge Anchor for masonry Adjus(oble Post Base 7 HHETA16. HHETA20 HHETA24, HHFTA40 Heavy Embedded Truss Anchor 3 HGUM5.25. HGUMS.50, HGUM7,00, HGUM7,25, HGOM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Tften 2 Screw Anthof for Concrete 2 ABU44� ABU44R, ABU46, ASU461R, ABU5-5, ABU5-6; ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2. _GT3-SDS2.5, LGT4-SDS3 GirderTiedown 4 LGUM26-2, LGUM26-3t. LGUM264, LGUM28-2, LGUM28-3. LGUM28-4. LGUM21O-2, Masonry Beam Hangers 6 Titan HID (THDH4SS, THDwH6SS, THD.CS6SS) Then HD Heavy -Duty ScrewAnchor for concrete available in 304 ABU88R, ASU1010, ABUI01OR, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3. LGUM210-4, LGUM46: LGUM48: LGUM410 or 316 stalnles�j steelwith hex head, and 316 stainless steel With 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ARW66Z, ABW66FZZ, ABW7.7 A04, A04R, ACE4, ACB, ACBR. ACES Adjustable Post Base Post Cap 10 I I META12, META16, META18, MIETA20, META24, META40 MSTAM24, MSTAM58, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.12J9.25, MBHA3.12111,25, MBHA3.56U.25, MBHA3,5619.25, MBHA3.56f11.25, MBHAS.5611 1.88, MBRA3.56114, MBHA3.56f16, MBHA3.56)18. MEHA5.50IT25, Masonry Top Flange Beam Hangers 7 Titen Turbo (TNT) countersunk head, Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BOB, BC6R, BOB. BCS2-2/4, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry IMSHA5.50f9.25, MBHA5_5Df11.25, MBHA5_5Of11.88. MBHA5.50114, MSHA5.50MB, 6 CB44, CB46, CW, C866� CB88 Embedded Column Base MBHA550118 7 CBSQ44-SDS21 CBSQ46-SDS2, CBSQ65-SDS2, CBS080-SDS2, CBS088-5052 Embedded Column Base 6 MBHU3,50M.25, MBHU3,56f11,25, MBHU3.56111,88. MBHU3.5&14. MBHU3.56/16, Masonry Beam Hangers FL#1 6937-R3 8 CC, ECC, ECCU Series Bolted miumn caps with W1 rang ing from 3-114" to 0-1 t2" and FL#1 149(3�19!$ MBHU3,56118, MBHU6.5019.25, MBHU5.50111.25, MSHU5.60)11.88: MBHU5Z(V14, > W2 ranging from 3-518" to 7-V2" MSHU5.50MO, MEHU5,50118 Sea X Product Model, Number or Name Product Description 0 9 CCO-SDS2-5; ECCO-SDS2� 5 Series Strewed column caps with WI ranging from 3-1/4" to 9-112'and Sea # Product Model. Number or Name Product Description I M41BI016-5K, XISID16, Xi al 0184K� X01SIOIS, XQI 6101 6-4K 410-16 Strong -Drive X Metal SeF-Drilling, Tapping Scrows with #3 W2 ranging from 3-518" to 7-IfT 1 QTTIZ Deck Tension Tie Drill Point > ID CPT44Z, CPT66Z, CPT88Z Cancealecl Post Tie Base 2 H012. HD19 Bolted Holdowns FL#13975-RG 2 XUQI I 4TI 224, XLQI 14131 224-2K 412-24 Stro rig -Drive XL Large -Head Metal Self-Drillin g, Ta pping 11 EPB44A, EPB44, EPS46, EPB66 Embedded Post Base 3 HD3B: HD513, HD7B. HDRE Bolted Holdowns Screws with #6 Drill Point and Large Diameter Hex Washer Head 12 EP84Z Embedded Post Base 4 HTT4, HTT5, HTT5-314 Tension Ties Sect X Product Model, Number or Name Product DescdRkLqn 3 XM01 14SI224, XMQ1 14BI 224-2K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, 0 < 13 UCB44, LCB66 Embedded Column Base 5 ILTT19, LTT20B, LTTI31 LightTension Ties 1 SDM2300, SOW22338, SDW22438, SOW22458, SOW225002 SOW22000, SCW22638, Stong-Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Sprewswith #5 Drill Point and Medium Diameter Hex 14 is LPC4Z,LPCOZ mps"Z, MPB66z, MPS887 Light Post Cap Moment Post Gase SDW226S4 4 X01 14SI224, X011481224-2.5K X11 4S1 224, X01 1 2SI224� XQ1 1221224-2K #12-24 Strong-Onve, XMemf Self-lDrilling, Tapping Scrows with #6 40 2 SDWC1 5450: SDWC1 5830 Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, PB44R, PS46. P866. PB66R Embedded Post Base FL#13628-R5 3 SDWHID30008, SOWH194OODS, SDWH19600DB, SDWH108OODB. SE)WH1010OODS Strong-DrweSDWH TIMBER-HEXSorew 5 XU3481 01 B. XU3421016-5K #10-16 Strong-DriveXILI Metal Self-Ddling, Tapping Srrey%with IT PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH27400G; SDWH278OOG. 9DVVH27800G, SOWH271 ODOG, SDWH271200c; Strang -Drive SDWH TIMBER -HEX HDG Screw 41 Drill Point is PBVG,PBvlo Round Post Base Sea# Product Model. Number or Name Product DescdefiM 5 SIDWS116212, SOWS1 6300, SDWS1 6312, SDWS1 6400 Stong-Drive, SOWS FRAMING Screw 19 PC44-16. PC46-18, P048-16; P064-16, PC66-16, EPC44-16, EP046-18, EPC48-16, Postcap 1 SB518x24, SB7[8x24, SB1x30 SS Anchor Bolts a SDWS19500, SDWS19712, SE)WS22400,S[)WS22500.SDWS22512, SDWS22500; Slong-Drive SDWS TIMBER Screw(Interiar Grade) EPC64-16, EPCSB-18 2 SST81 6, SST820, SSTB24� SSTB28, SSTB34. SST836, SSTB1 6L, SSTB2OL, SSTS24L. SSTB Anchor Bolts SDWS228CO, SOWS22900, SDWS221000, SDWS221100. SDWS221200, SOWS221500 FLM320-RO 20 PC4Z: PC4R7, PCBZ, PCBRZ, PC8Z, PCBRZ. EPC4Z, EPC4RZ, EPC8Z, EPCZRZ, EPCSZ, Poa�t Cap SSTB28L 7 SDWS223COD2, SDVVS2240ODB: SOWM50ODB. 5OWS22eOODB. SOWS228OOD9, StrDrig-Drive SOWS TIMBER Screw (Exterior G race) EPC8RZ SDWS221 OOODB Sea # Product Model. Num bar or Name Product Description 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS2231208B, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSC843.5� DSSCB45, DSSCB46, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Bass FL#13872-R4 9 SDWS273COSS, SDWS2740OSS, SDWS2750OSS, SDWS276OOSS. SDWS278OOSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5. FCB49�5, FCB411�5 Bypass Framing Fixed-Cilid Connector SDWS271 OOOSS, SDWS27120OSS 3 FPHSD34SIC15, FPHSD3481016, FPHSD34BI016-5K, FPHSD34Sl2l4, 410-116and#12-14 Strong-DriveFPHSD Framing-to-CFSSeff- Seq Product Model, Num bar or Name Product Description 10 SDWV13400 Slrong-Drive SDWV SOLE -TO -RIM Screw FPHSD34B.1214. PPHSD34BI214-5K Drilling, Tapping Screws FL#108"-R5 I CMST1 2, C M S714; CMSTC16, CS14, CS16, C-918: CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex-HeAd Washer 4 LSFC2.25, LSFC4.2,5 ' LSFC6-25, SFC2.25, SFC4.25, SFC6.25 Steel Framing C-orinector 2 HRS6. HRS8. HRS12, FHAB, FHAR, FHAl2, FHA18. FHA24. FHA30, MSTI26, MST138, Straps 97 mil (12 g a) 5 LSSC4.25, LSSCS.25, SSC2.25. SSC4.25. SSC6.25. MSSC2.25, MSSC4.25. MSSC6.25, Steal Stud Connectors Sea # Product Model. Number or Name Product Description MST148: MSTIEO. MST172, S/MST27, SIMST37,,91MST48 MSSC4.25KW, MSSC6,25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28; HTS30, HTS30C Heavy Twat Straps FL*115363-IR3 6 RCKW3, RCKW5.5, RCKW`7_5, RCKW3S; RCKW6.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, ILSTA36, I-ST149, LST173, MSTA9, MSTA12, MSTAI5, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 g a) 7 SCS43.5, SC845.5; SCS47.5, SC649A SCB411.5, MSCS45.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, G 148-6� GH48-8, OH41 OLe, GH41 0-5, GH66-61 GH66-8, GH68-6, GH68- 8, G H61 0-6, GH BI D-B Girder Hanger 5 6 LSTA9. LSTA12. LSTA1 5, LSTA18, LSTA21, ILSTA24, ST292, ST2122, ST21 15, ST2215 I-SUSH3.25, SUBH3.25, MSUSH3.25 Straps 33 mil (20 ga) Bridging Connector Zia 1 Product Model. Number or Name AS 18, AS I &S`5� AS I 8S6 Product Description 16 ga. Truss Plates a 9 SCS32-5197,SCS62-5i97. SCS62-5/1 18, SC582-5/118 SOW. 25, SOW" Bypass Framing Connector Head -of -Wall Sri Connector 4 GLMA, 01-13513. 01.135C. GILB15D, GLB7A, GLB7B. GLB7C, GILB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC&25. SJC10.25, MSJCS.25� MSJCIO.25 Steal Joist Connectors 5 GLST512, GSLTBI 2, GLBT51 5, G BLT616, GLBT520, GSLTS20 Glulam Bearing Plate 8 LTS12,LTS16,LTSI8,LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 GSB3.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HOLBS, HGLBC, HGLBD Heavy Gluam Bearing Plate 9 MSTA30, M-5TA36. ST6215, ST6224, STS, ST12, ST18, ST22, MSTC28, MSTC40. M5TC52 Straps 54 mil (16 g a) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH7881414 #14-14 Stiong-Drive XL,9H Shouldered Self -Drilling, Tapping 0 7 HGT-2, HGT-3, HGT-4 Heavy Ginder"Fiedown 10 MSTC66, MSTC78, ST8236 Straps 68 mii (14 ga) Screws LLJ 8 UFP10_SDS3 Uni�rsa I Foundation Plate 11 MTS12, MTSIB, MTS18. MTS20, MTS3C, MTS24C, MTSSOC Medium Twist Straps 13 XQlS1 018, X01 B1016-4K, XQ181214, X0121214-3.5K, XQ76S1224, X07BB1 224-3K, 410116� 412-14� and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 Sffil.58, SfI31.811, SM.06, 816237, 81132.56, EV132.66, SIB3.12, S163�56;,91B3�62, S154.06, Top Flange Joist Hangers FL#11�730-134 X01 14SI 224, XQ1 114211224-23KI XQI 12SI 224, XQI 12BI 224-2K, X3491016-5K, Tapping Screws S1134.12, SA34,29, &34.75, SIB5,50 Xl 810113, X1 8101 04K, XlS1214, XIBI214-15K < 13 SfBA2,12J8, SfBA2.12/10, SIBA2.12J12, S18A2.12/14, S/8A4.18f8, SfBA4.18110, Top Flange Joist Hangers Seq # Product Model. Num ber or Name Product DewW= SfBA4,15112, SIBA4,18/14 I ET -HP Adhesive Anchor for concrete :z 14 S/HIA Hurricane Tie 2 GAO, GDP, GDPM-50, GDPM-75.GDPM-1OO, GDPS. GW-50, GW-75, GW-100, GTH Gas -actuated ftirteners and assemblies 15 S/HDBS, SIHDSEI, SIHDIOS. SIHDIOB, SIHDISS, SIHO15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PORAT, PDPAT-K, PINW, PiNWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies < 16 SfHDU4, WHDUG, VHQU9, S1HDUl 1 Holdowns PDPAWL-MG, PSVLS, PSVLS-K, PCILDPA, PECLOPA, PTRHA3, PTRHA4 __J IT 514T, S/HJCT Joist Hangers 4 SEF-3G Adhesive Anchor for concrete Q_ SHEET NO. PA 10 IT, ---I F-T-ADI M11 11 11 IF-fl -I 1RAW-nALDEC0VNTY PGT htilustries, lue. PGT I_ndustries > 0 0 L— _0 kAODUCTC01-KiMIM SECTTGN .Jnc.. CL 0 11&05 Roan. 20 OF AC CE:E��ESUBMTTM, NOTICEOF.ACCEPTANCE: EVWENCE SUBARITED 0 CL -0 co DEPARTUENT OF REGULATOIRY A" ECONONZIGVESOURCESPLER) Vjg� FkmW33175,2474 T V36).315-2SW t (7* _315-255" �MM40E NOTICE OF ACCT, PTANCE E17 MENCE SUBMT11]) D. QUALT11Y ASS(JRXN CIE C) Cn _M NOTICIE,01FACCIEPT-AYCE (NO A) 1. Evidence s*mitted. under prevkus TNOA A. DRAW&GS 1- mirrufactiures die drawings and sections. B. TESTS (continued) 5- Test report an 1) Air lufiltratimTest, per FBC, TAS 202-94 1- Mimi Dade Department of Regulalmy and Economic Resources (RER)- Cc Cn W -0 = 2 -9 -= 0 5_ q FGThOmAries, hw. N9rtkVejik*,FL3427_5 (Submifted zmder.,A70A X& 11-0107. #f) 2) Unifoun Static Air Pmsme Test, per FBC, TAS 2M-94 E. MATERIAL CERTMCATIONS - -2 0 LL. Scan-. 2- Drawing No � IM-5 5 7 0. 0 , fitled Vmyl Sliding Gla ss D ow NGA CW sheets 1 3) Water-Resistam Test, per FBC. TAS 202-94- 1 . Notice afAcceptance No. 154529.14 issued to Vision ExtrudmLinited fortheir 0 ThmNOA is beingissued-undu the applicablenilesandregulabow governing the nae of camtru&ountaterials-Tbe through 21 of 2 1, L Prepared by ruafluf2Ctufff, dated �10'0545�:with revision A dated 4)Large Mi*le Impact Test per FBC, TAS 201-94 - "White Rig - id Pvc Exterior Extrusiews for Windows and Door�-, dated 08113/15. U) -0 C) > 0 E dacuntaitafionsubmilwdhasbeenreviewed mod acceptedbyMiami-Dade CotutyRE"R NoductContipBeettonto 0410,5/17, signed and seated by A. Lym M1116, P.E. 5) Cyclic Wind Piessm Loadiugper FBC, TAS 203-94 3W19, expi rig " 09, U) a) a) L_ bepsediaAfiamiDade Couityandodmimeaswh4ffea4mvedby&eLAu&o*Hay.ing�,Jufi-,t&r4(=(AHJ)- 6) Famed Entty Test, perFBC TAS 202-94 2. Notice, of AcceptanceNo.,I"20.08 issued to'Vision Bxtn-L4onI;mlited fbrthei'YE U) 1.0- M C)- C13 This.N OAduU:aotbev"afterdiLeexpirafimdab--stat,--dbelow-TILeMami-D&&,CountyPmduc B. TIEsTs -Alaile sg do" pepated along Vr4hMMJMd_Up dfaWingS aW Just. nL diagt=of vwyl'"M gla, Iwo Tan 2 -02 and fthk-r Shades ffou�Whitv) RIVd. P`V, C Exterior Exitnuous for U) < A NUmaDade Cbuay)and�brthe AM (inareasolha thauKamal)adeC-ou�-)reserve the right to have this AS Tegtrepmton 1)UudormStadrAirPtEumTe5tMFBC,T M-94 by Febestratioil, Testing Lak Iftc,, Test Relmo No FTL -;0, dated 11IM-5,, signed and WTJndows and Doore,' dated 12M-11-6. expiring, on. 12P-9/21- elf, -W&eaccepW 2) LageMissile Imp=t1est per FBC_ TAS 201-94 sealed by.14almis Ofteg;a�. R E, (rest report tevised on 12MA 5 and IDM M6) 3- Noticeo f A crep t = e No L. 1-_"52 9. 15 isswed to V t&k m Emnisio n Limited for, tht if -Brown.Coated the w. a 3) Cyclic Witad Preswre Loading per FBC, TAS 203-04 . I 6- Test repeft on 1) Air WAration Tes!, per FBC, TAS 202-94 (Painted or Laminated) White Rigid PVC Exurior tiftwions for Mpend &� Use of SU'Ch product or materW within tteirjurisdid=. RER reserves the nght to Mvoke thm acceptawe� if it -is determined byMiam&Dade CountyProduct ContrdSecticm that this pmdwt or material fails to id along'' ith_ma*rd__'UP dawings gb_'�s dom prepared aw im� . an diagrantof I viwA sl ing - 2) Unif= Staf_iCL Air Pressure Test- per FBC,, TAS-202-94 WhRlows and Doors", dated 0&113A5, oq)iring on 0930119- byFenestration. Test� Lab, lnvc, Test Rrport No- FIL 8717, d2.ted 1-b'07115, signed and 3) Water Reststmze Test, per FBC, TAS 202-94 4- Notice of Acceptance No - 1"712.02 issued to ENERIGI Fenestrabm Solutions USA, This product is aMaved as describ-04 hemin andhas been deskiped to c=mp1ywWi*en=& BuildiggCode- sealed, by Idahnis. Ortega, R E_ (Test report reviw1 on 02115116 and a2f2+ 4) Large Missile In4ma Ted perFBC, TAS 201-94 Inc- for their "TAN 3040 and Lighter Shades �Non-NlThite) Rigid FV1C Exterloi - lzick�ding the High Velocity Huricane -7.om JBC Titst report on l)AirIufilftafimTe%t,* TAS -202-94 5) Cyclic MiTind Pkgsure Izadingper FBC, TAS 203-94 dated 09115116- expiring on 02,W2 L Ext3rusions f or Vi indows and Dews - DF-SCRUMOTq: Series -55'7&'7_7"- Vjnvl %kfing Gln�sS_ Doir (Keinferre4) ww'09cp & imq teraff S-LM1. 2) Uhifbm Static Air Prmw 1e47 per FBCJAS 202-94 along Withmiftd-Up d=WMPL and inst2flit= diagfim Of Vjnyl ShdMg glaSSLdoof, pnmwd 5- Notice of Acceptance No- 1"712.&4 issued to ENERGI Fmff&afim Solutions USA, i .4"ROYALDOCUMOENT'r- DrawiagNo_3dML5570.QRL-vB,1ifled -V-ni3iSHding.Gla-saDo.orNOA(L"-,sheab� 3) Water Resistance Test per FBC, MAS 4) Larr �� I ' mpactTest MFBC. TAS 2011-94 b7 Fenestration Testing Lab- Inc, Test,Xrport No FTL 85-52, dated 11005- Aped and sealed Lby Idalmis. Ortega, P. E_ (rest report revised on 02/151201,6) Inc- for their "Bronze and LtjAer Shades of Cap Coated Rigid PVC E:F,,kmr 1 s for Aludows -and Diows �_dated 09115,116 ff4MW On 04/M20" 1 through 21 of 21, prqmred�vymanu&ck&rer, dawd 10JO5115and W zemsed on 02AI/21, signed and scaled by A. Lynn Miller, P-E., beasiq the Miatni-Dade. Cou4tyProdud.Control RjeNisionstampwiththe Notice, of 5) Cyclic VrMd P=sure Loading FBC, TAS, 2�03_44 . per Te&t Mport M 1) Uniforni per FBC, TAS'202-94 7. Static, Air Pressure Test- 6- Notice ofAcceptaum. No- I"712.03,issued. to ENERGI Penestra, ition Solutions, USA, I -White Acceptance number and expirationdate by the Viama-DadeCanityProdwt Control Sechom n"fft' B TA$�202_�" t i large I a -le lmpa'�ct Test per-FBC, TAS:201-94 , Mis, Inc, fortheir Rigid PVC Extetior Extmsions for Windowsrand Doors- dated z MIMMEWACTRAM, 'Of vinyi $hdibg gJASS 4* prepa mgrjm , , wo 3) Cyclic� Wind ?rmm Loading M,FBC TAS 203 -94 %A(14 7, expifingon OMS/1-8- , Inc�' TW RqX],It-NO_Fn f W15, signed and by T%ting I* Fenestration ��4!6_ data 1I at vinyl sliding glass doof. ptpamd ong wiffirnarlmd--up drawings, and hwallatim diagram of 7. TjffA_LrtpoftSN0(s). lG_0V'_7q4(A)' 104)6-MO527, 535753-09- per ASTME-M, Umftations: I - See tab ke I (sheet 1) and tible 2 (sheet for applic able SGD unn mm. desqp piessmn, winforcamen ts qTm sealed by Id21M Of teg3, P E , (Te st report on 0 1104 4 �6 and M- I I r20L1 6) ' by 1�ewsftatim Testing Lab- Inc, Test Report No,. FTL "39 (samples A-1 t1nu A42), dated AS'MM 1929 and ASTIMD-63 5 - rajed by EXOVA to-Visi= Extrusion f<w ceffidosic &ss types� sift riser(see t031es B-1 & B-2, sheets 7-9) sheets. reqt==arU in I I fimu 16- 3, Tfst report C�, TAS 202M on. 1).4ir-Infiltiatim Test p'erVB 11119110, signed and sealed by JaWX Causa. P_ E_ (SubmAWd under X0_4 No.11- composite material 2- Rigid White FM Tan (Mon -white) Rigid.FVC andBroymcoated (Ptintedix1ammted) white RqpdFVC to be labeled per reftencedKOX-s requirmmits. 2) Uniken Static Air Press= Test.- M FBC. TAS 202-94 3) Water ReAstance Test, per FB C, T-AS 202-94 #10 04) 8 Test report 1) Air InfiltratidaTest,-per FBC, LAS 2D2-44 (Submifted under A10.4 A& 11-819.7. M) 8. Notice ofAcceptance No. 14-0916Al issued to Kuraray America.. TMC. for their z 3. Egress operabledeam must c4a4Ay with mia elm width orlitubtper-F13C requirement, as appheable- 4) Imp Missile Imp:aO Test per FBC..TAS 20144 2) UnMm Static Air Pressure Test, per FBC, TAS 202-94 (Clear and White) Interlayee, expiring on OMVIS. 4. Pocket walls under sepwattopprovA to be fetiewedby.�Buildjingofficial :5) Cyclic Wind P=swe Loading per FBC�_ TAS 203-94 per FBC, TAS 202 3) Water Rf sistame Test- -94 .9. -Notice of Acceptance No. 16-1117,01 issued to Ruraray America, Inc- fdr their L.ABEIMqG., Etchunit shall bew a pe=meatlabel with theniam&Ktar&sing otlogo� city, state and seiies and 6).Formd Entry Test, p� FBC, TAS � 202M 4) Large Nfissile IeVact Test paFBC' TAS X11-94 -Trod"19- TAtrackar, Clearand Color PNrB Interlayere% EXPUM9 -on 07,09119, foltoWing StatMjemt 'M.aM'-D&& CQUfllyftodUct CCMU01 AFpfojFer,LnoW heMUL along with ruaftd-up drawinp and in��diagramnf vinyl s4dM -glass _door,,prqmtd 5) Cyck UPind Prm= Loadirigper FBC, TfiiS -203-94 REN-EWAL ee- ofthisNOAAObecm"mdalkwarene�,oWUcafioalmbeetLEkdandthiffehaslb anD by Few*416n, lltstiug Lab, ln�, TestRr -or , 6- FTL 8147-dated OW5;' Signed and p 6) Forced Entry Test. per FBC, TAS 102-94. F. STATEMENTS change in ihe.app&aVeU.uA&agcod6negatm-ely afFw seakd by Idalcuis Oflep, R E.,(Iest _upxt an 0211546) along withmadmd-up drawings and instaMition diagram of vinyl sliding Slass door, prepared I- Statement letter of onfortwitce with FBC-:5 fikEdition (2M) and FBIC-6WEditiou TERML,xALUOIN'o f dxi% NOA will mew a�Ler the expirafi- m dateor if theze has been a wvisioa or chakm in the + Test report on. 1) Air-Infiftrawn Test. per FBC, TAS 202-94 by lFenestration Testing Lab, Inc- Test Rqxnt1NcL TTL 633 7 (sarq*s A- 1 thru A-5� dated (72017� issued by inaruffadurer. dated 004117, signed & wiled by Lynn Miller, PY_ :1 Mak1w use I aad/of MamzfirAure a Me product 0 r Process- Kisuseef this NOAL a 9 -an endoEwmient of any prodact� 2) Uniform Static Ak Piessuse Test= per FBC, TAS 202-w94 1MI 0, signed and sea led by JQfF A_ C-faso, P. E (Subm&ed under N 0-4 IM6. 11- dated 04/1 V1 7- issued by manufkttaw, signed 2- Statement -letter of.no financiAl interest - fo r s ales, a ih, er tis ing or a my offi a purposes shall autom atic ally te mm =* Atis NOA. Failure i o caaVly- With M W 3) Water Rpsig� Test, per FBC, TAS 202-94 01'a z 09) & scaled by Lym MflW- RE - sectionof dwNOAa*wdbe=wffw*rnknskmandre=,,.%I*fNQA. Imp& 4) Izge M§;ik I Ted perFBC, TAS 2.01-44 3- Ldtu of lab cumpliance, pad (if the above test reports. AD VTRMF_MMNT: ne.NDA ituniber preceded bry ft- %'or& MaMi-])a & CMaj3' 5) Cyclic -Wind Pressime Loading per FBC, TAS 203-% C. CALCULATIONS 4., RER-Test Proposal No. 17-03:97, dated 05/05117, signed by Ishaq Clianda_- RE. expiration datemaybe du&yed in advertmiag literahze- lfanypoAiou Gfthe NOAis displayed, then it shall, be 6) F=xd Entry Test, MFBC? TAS 202M tons ying wit L Amchbrverific9ioncalculat' and.structuralanattsis,compl 'hFBC--)014,, done in its enfi�,_ along with nizatked up dnwings and *Pati* dugram. 10fvM34 sbftg glass dw "ared i Mepared by PGT_ dated 1'2M( 4 5and bst mvised on,0111 51K sigiled'and sealed by G. OTHER INSPE M ON: Acepyofthm eatire NOA shall beprovided to th ouswby-the n=mdackner or its' distt%ntora and by Fei�on Testing Lab.- Inc . Test: -Kqx* No. FTL B548- dated IM4115, signM and , X An&"yL Miller, PE, (SvbmM&d wnderNOA, e. 15-1210.04 _cepta= No isswd to PGT Industries, fortheir Series 1, Notice of Ar shallbe availat*�ft in� at the jobsift at *e'reqp%tofffieBuil&ug OfficiJal. se*d by Malmis Ortega� P. E_ (Test re port m*d 011ft-16 -and 02,11 1146)_ 2. Gbidng complim With AS114E-1300-0- -557,04770" V invI.Sbffing Glass Door (Reinforced)- L M" CXP=9 on,04/1V21_ This NOA rrvises & reuevrs.N"0A#20A429M And ccnsis% afthmpaW I md e0dwcepaps F-1, F-2, E-3, E4� F-5 & E-6 as w�ell as approval doc=eml mwntioned abam. The submimeed doemealatim was nnimed by I shaij.1 Cbaju* PE. hh4q I ClamAx, P.E. Product Control Umit Supervisor 16zql Chmwda, PJE. Product Control rAjtL Supervisor JAaqT Cunds, PX. Product Contra] Umit Supervisor > 0 _N0.41 'N&k No. ! 1 -0 2 05.63 NE�. 21-4205.03 C= CL CID 0 N X F-EpiratianDale. AprilI4,1026 Appro"I RateJN[arch 2S,12421 Expiration%tat April 14,2026 E3*rationl)ate- - April 14, 2926 Approval AAte-' Marck 2A, 2021 Appro vAl Date Ma rc h 5, 21021 _r M LL Page I C14 C: N (j M C: ('i A.- a U) Q M zz- D y) < 0 C) C-1 > W (1) CL -C PGT InduLstrim U�. CGI WmdGws and Doors, lue. PGTLidustrieslar� M 0 NOTICE OF ACCEPT-43NCE: ENIDENCESUBUff TED NOTICE OF ACCEPTANCE: E'MENCE SUBN[ff TED NOTICE OF ACCEPTANCE:]EV'MENCE < (f) 0 > 2. EvWace Submifted under pm-ious s0mittal E� MATERLAL C I I ERTMCATIONS (Confinu*) 3. New EAdence Submitted 5. Quamm-Part S Spacer Standard complying wilhASIM C518LMWMI21 CondUctiVity A. DRANVINGS 0- 8 8 1 BTU-W br. -f tMF, A sim r- 1249 WVIR-Pass., A STM D3985 Ox3�5, AS-IM E A. DRAwiNGs 1. Drawing No. MD-515 70. 0 Rev, B, titled -Vmyl Sliding G W: Door NOA (LW, shovuts 2190 LG - Dumbility-No F og-Pas& (Subm i*d n nderpreiion s NOAAV. I S4409. 0 1) 1. Dowing-No MD-5570.0 Rev B, fitled--Vin34 Sliding Glass Door-NOA (IAW, sheets 1 1 througll 21 of 2 1, prepared by manuftattre-T, dated I Mil 5, and list re%AsM on through 21 of2l prepa by irunm1hauiff, dat c d I M 5j 15 ind last - revised on 0 2/01 t2 1 04=0, signed and sealed byA- Lynn MUff RE 6. Quanex Part Duraseal cov:4)�ying with ASTM C51-9 Thennal Conductivity 2-22 BTLT-W br,ft'-OF. AKM F 1249 WVIR-Pam- ASIM D 1434 Pemleanou-Pass, ASIM E Signed and sealed by A- Lym Miller, P E_ �Ugon Note, ThiSLL re'vMM -consists repixtment of sam existing installation screw vAth,flat head- B. TESTS 2189 LG_ DurabilttyNo Fo& ALSW E 50 Dew Point Development -'220-F in 48 hts- I. Test rqxnts ow 1) Air Infiltrat ion. Test, per FBC, TAS (WjYtk&d under.N10_4 No. 15-#Jff.0.�). 2) Unffoaa StaticAlrPteore Test, Loadingper F L BC, TAS 202-94 7- Visim Extr� Ltd- Parts complymg with PVC.-AAMA 303-13, Vokmtary Specificifion B. TESTS 3) Water Resistarice Test, per FBC, TAS 202-94 for Rqpd Polyv�l Chlonde- (PVC) Exterior Profiles fx Vidon. Extrusions, Ltd VEX-1 by 1. None, 4), Large Mae Impaca Teo per FBC, TAS 20 1 AAW-Ftnestratim ExtaiarProffle Cobfication Pf ogram (SubmW under-N04 Na 15 C. CALUMLAT10-NNS, 5) Cyclic Wind Psesswe Loadiugper FBC, MS 203-94 - 1_ Now along d_Up &. diagr;tmof all P GT' Tm� Inc. Withinarkr awings andLinstallatio� 8- Vision Extrusions, Ltd. Parts ccupbdrig-with PVCAAN1A,103-13_ - representative miks listed belowand tested toqualify-Dow-sil 791 aAdDowsil 993 Okones, fSabv~ underAl-0-A No. 1"40.05) pV=d by Fenestrahm Testing Laboratory. Ine- Test Reports No: .9- PVC-AAMA. 3,03-13. Voltntary Specif� fcf Rigid Pob-vinyl ChImide, (PVC) Exterior D. QUALITYASSURAINCE FT1,7897, PGT; PW552() PVC Fixed WindM (Eftit 6 in proposal), dated 09103,114 Profiles for VLUM EXftQMnS, Ltd _VEX_l by AAMA FMCSUWM EXIMor Prof ik I . MignurDade Department of Regulatory and Economic Resources %EK) U) FIL-20-2107.1, PGT SGD780 Ahmtinntm�Shding Glass Door (unit 7 in proposal) IFTL-20- Cfffification PrograML 2107.2, PGT CA740 AhurL Outswifis Cwemf nt V.7indow (unit 8 in pup") FT1,720-. 10. Notice of Acceptance No- IS-IZ17.14 issued to Bwtgi Fea�� Solution, USA, be- for E. IMLTERML CERT]FICATIONS. co 2107.3, PGT PW7620A Ahzeninuin fixed Window (unit 9 in proposal) and FrL-20-2107.4, their 'Tan 30-40 & light shade (non-whitL-) '%Wte Rigid PV' C Exterior Extrusions for L Notice, of Acceptance No- 19-0305.02 issued toKuraray America, hw. Zortheir > PGT PW7620A Ahmm= Fixed Window (unit 10 in pwpo&* dated OT13120, all ugned WmdawsandDoors7, expirtagoil.02.%PH. "TrIodleM ITItraclear, Clear, andColor PVB Glass Interlavere, expi&gon07/0&24_ 0 and sealed -by Idahnis Ortega, P.E_ IL Notice of Acceptance No- 1"1-77.02 hAmed to Emergi Fenestiafim Sohaion_ USA, Inc, for 2- Notice -of Acccptanom No. 17-080&02 issued toKuraray AmeTk.%lac. forlbeir > 0- *d PVC Exteji�r EUMSionS for 1% Yin Sala _%Io RW dows and Doors' eqxring am SenftTGh$Z (ne" and Wkttn) Glm lulterlayw�", eq = g on 0- C. CALCULATIONS -3 CVMSf2 ' 3- 'Notice' OfACUPtauce No. IS -1106.10 issued to VWM ExftusioM Linited for th& "Brown 0 1. Anchor vefficatim calculations and: stractm-al analysis, ccuplying with FSC 7"� 12� No- 20-0203.03 iw� �to Ene r Fenestration- Solution, USA, Inc. ftw Notice of Acceptance C oaW (Painted o r Laminated) W`ldte, Rigid PVC Exterior Exbmdm forWmdows. Editibit. (2020)- dated 04P2'22J'220,,'prepared by inarftffactuwr�_ sigped,and Belked:by sh Rigid PVC their 'ByonZe & fightL lade cap c4nated White Eitnior Exmisimm for, andDoor$ - cipiring 0936f21 7 on L . AndwayLymMiller, RE, 'Whidows and Daor�", eViring ca 04,4025- 4- Notict of Acceptance No. 13-11 06.11 issued to Vision Exftuskk" Limited. for their smes GbZing, complies with ASTME1300-04,-0,42, and -I& _XTE 3:000 Xalt 2 02 L and fth ter, sha&-s:(M4na--WW0) Mod C eRidar PVC Exterior D. QVIALrIYASSURANCE TT F. STATEMEIN 9 Emrasions for Wiadows and Dooys7� oTmng an IM912 1. 0 Nfiami-Dade Department of Regulatory and Economic Resources. XM) 1. Statement letter of conformance to FBC 7* Edi&u dated 04122120, issued by 'T. manuhaurff, q;ned and waled by Arrthony Lynn Millerr P.E. STATEMIEN S E. MXTERVLL CERTMCATIODINS 2. Statement letter of no financial interest and -of independent, issuedby manufachiw. dated L Statement letter of conformance to YBC 711 Edition (2020), dated 0MV-21, issued, by OL 1. Notice of Acaptance N ' 1"MI-5.02 issued to Kur-aray Anmica. hie. forthur 04/1 Rn Ot .. signed an d sealed by Antlio rry Lynn M ill�, P �E m2nnf2d=, signed and sealed by AathonyLynn Miller, P.E.' -Trusffols Ulftwlear, Clear, and Color PNB Glass lnterlayers7. oq&mg.on 3. Private Labeling Agement document -between PGT dated D33045 and signed by all 2- Privat,e Libeling Agreemeat dated MV21 between PGT kdastrier, Ixte. and CGI co (Y7/0&'24- hird Parties. Wi ows y Dew N1 Ruad�, P1., VY. En�iaeeritqg on beW of ind alldL Dom Inc., signed b 2- Notice ofAoceptauce No. 17-080i6l issued t'oKuraray Aweticajhc. fortheir "SentryGhst (Clear and W-Wfe) Glass Interlayevi", expiitg on'07104P21 G. OTHM 3- Notize of Acceptance No- 18-11%.IID issued to Vision Exftt*om Limited for their 'Trown 1 This NOA revises N.0A# 17-0420,06 (PVT w�CGI) and updatesto FBC-20210 (76Edition), Q OTIUM —0 Coated (Paiated. or Laminated). White Rigid PVC Extex w- Extrusious expiring 04=21- -a -042 MAw/Mjexpiring M�4PM, L 1hisN`0Amises&i)mews_N AA26 � 9.05 f" Windows and Doore% expirigg on 0930)24. 2- RER Test proposals #1194155 dated 01/10P20 appmved by Isha4l- C!handk PZ expiring 2. 1he tuneut associated PLk CGI fite #21-02105.01, e#ing 04/14126, L_ CU 4. Notice of Acceptance No. 1190,1106.11 issued toVision Extrusions Linaed for -their "VE 04114f2l- Lu series 1000 Tan 202. and toter shades Rigid COlidw PVC Exterior Examsions for'Wmdows and DoUre"L 'eXpir"Ag' on 12P-9,12 1- Z I*aq L.Chanda, P.E. Z 1slinq1 Chands, PY_. Ishaq I. Ckmad's, TX. P-44M -CmtrA unit sup"'imw Product Confirol Uzut Supery(wr z Pro duct Control. Unit Sup*m. iter X& X%, 2 1426 5.0 NOA -No, -21-0105,0� < 1,;Q-AL lilo. : 1 -4 10 S.0 3 Expi" tiom D-at*-L April 14,2026: Expirnti�]& Date. April 14,1026 -April,14,2026 Aipprom-1 Dat-r Ux-h - 1,91 N21, '%ppworil D-Zte� Marti& I& 2(cl ApprevAl Duie MaTek -25 262rl r SHEET NO. PA ,/ :—,\ I ILI ECO imc_ N TILLIT TESTING B. ENGINEERING COMPANY -WATTPR A. TILLIT, JR., RIE, __ wteCor,aOLCOM q FLPJi. Lia-6 NA. 44147, n C.1 11 N11 00(�719 PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCTNAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection PMducts ll 4800 S.W. 8 1 Street Davis, Florida33314 I., PURPOSE OF EVALUATtON, This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 19N) to the Global Protection Products, LLC, Rule Chapter No. 6 1 G20-3, Method I D of the Florida Depa rtment of Business and Professional Regulation. This product is being issued an Evaluation Report as described heroin, and has been vedfied for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED. 2.1. PRODUCT EVALUATION DOCUMIll E. - � Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEU', sheets I thru 26 of 26 prepared by I ilteco, Inc.; signed and scaled by Walter A. TO lit, Jr., P. E.; dated 07128/2020. This drawing Is an integral pa rt oy� Tpis Evaluation Report, 0,IIII I f100111 ,,�%%I'tiR A, rIONI, . � - ,A , i,,,5 ......... / * , 'P� �* " 4.* - V , :�,, 11 __ " _� '. .. " T,C ENS " I/ - - , � ,..,?% Z_7�-�--�-�O .. . %� < � . .- = *..' �' No 4 ' — I -- f-4 4167 -, � . - 7�,�,-w " -* :*a ;!,�'. __-ftp� " Z _f_W;11' i , 'I S-0. A, � k- 4F �- � ,- zop.lmi, ..'Mo - 1 1, ��` ,; �11 �,, �p ... - .- ,�F ", 6355 N,W. 36th Street, Mte3O5, MismLl, Florida. 33166 -Phone, (305)871-1530 I �F/ 1 , . N'r,"Ptu "'a"Al ,_ , L, � fiflooW, I PROI)UCEK%I,AL-UAUVNAEEQRXAQ-IQ&Z2M 2 2.2. TE ST RIEPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports ft 96-569 dated 0810911 996, #96-670 dated 0911 8/1 996, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports# 2032 dated 04116/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4,2009, signed and sealed by Edmundo Largaespada, P. E. and Henry Hattem, P. E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 24. "T-U..CTURAL ENGINEERING CALCULAI]QNS, , , , 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 length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11103108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., RE, 3- MISSILE IMPACT RESISTANCE, Large missile Impact under.gection 1626 of the Florida Building Code, as per TA5 201 Protocol. 4. MND LOADS-RESWTAN-CE- 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beas indicated on sheets 8, 10, 14,15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 14,15,17,18,19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, 15.1NISIALLATION: Installation shall be performed strictly in accordance With details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. ,,U0%I101HIF1J4I,,4 .111N,� W� N.; - T.Ql.,�%', .,�," N; ., ' , `� se-%.. v' - iV. \�,EN '-- (__�111 __ -11 1. ' 't �_. . 1 167 - = I = ;*= I = '. QZ _p ...:n_!f_,�;2_,W_�-_.__ S _411-04 ,� T EOF ' - � -�_ � 'C' IT, - s,o,�,.. ZOR10'.. , -,,. q.-... _... """4,810 N, * �% ...... M. VI"- 11111011, GENERAL NOTES: e-3) IN CASE THAT PRWAST SMW- OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE (VAUD FOR 20 IMIRE MAIN= MM MM PIA100 DUSTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) HAS MIN VERWED FOR COMPLIANCE IN ANCHORAGE WALL LIE AS MENTIONED IN 8.1) AND IN &2)� - ACCORDANCE WITH THE 2020 (71I. EOMON) OF THE FLORIDA BUILDING COOL (C) F7� �1. -. "�. .��.F.11� Ell I �T. .U., I.. DESIGN WIND LOAM SHALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE. FOR A = BY WERE THESE SHUTTERS WALL of MIALLED AND - PANOLMATE FEMALE IV AND PANE TE PLUS ANCHORS, AS MANUFACTURED BY oco CONST ON PROD . O=nPS "JU LMA RUCT? LICTS 1#�,144;010 Foe FAM�EADU AE�IiWt A 16 AND SHALL NOT EKCECD THE MAXIMUM (A.S,D.) _ LAC SCREWS PER SLID.S. XET.O DESIGN PRESSURE RATINGS N�TED ON SHEETS 7 TWU 12� 14. 15� 16� TO & 20. - 7/16*0 I, 5/0' WOW BUSHING. AS DISTRIBUTED Ely ALL POINT SCREW. BOLT & SPECIALTY Cc IN ORDER TO VERIFY THE ARM COTTION' ULTIMATE OVSTONI WIND LOADS DETERMINED PER A= 1-15 C. 1) MINIMUM "WED PENETRATION INTO WOOD Of TAPCON ANCHORS SHALL BE 1 1/2' AND 2- FOR ELCO PANEIMATE PLUS WILL BE FW-13T REDUCED TO ",I!L DIDUCTI *No LOADS BY MULTIPLYING THEM BY 0,5 IN ORDER TO AND PARELMNLE PEAVELE tD. COMPARE THESE W/ MAX, (A.S.ol OLM314 PRESSURE MrNGS INDICATED ON SHEETS 7 THRU IZ 14� Is. 16, 19 & 20, IN ORDER TO VERIFY THAT ANICHORS ON THIS P,E+D. AS TESTED WERE Nat GYM STRESSED, A 33X INCREASE IN ALLOWABLE C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. IWO THE WOW FRAME UNIT SHALL BE I i/2'� No iHREALEo PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PIETECrAVITD4. STRESS FOR WIND LOADS WAS ML USED IN THEIR ANALYSIS. FASTENERS SPACWC To WOOD HAS BEEN DETERMINED IN ACCORDANCE VAIN KOS. 2OHI. C,3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD S441 BE AS INDICATED IN THIS DRAWING STORM PANEL 'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS SEEM VERIFIED IN ACCORDANCE WITH SECTION I S26 or THE ABOVE MENTIONED OWE AS PER HURRICANE ENGINEERING & TESTING INC, REPORTS So-SERD, 96-670 A 96-T30 AND CA) MINIMUM PENEIREANION OF WOOD BUSHING SHALL BE 5/8'. 1/4- 0-20 SCRM USED SIMI BE 1 1/2- LONG MINIMUM FENESTRATION TESTING LAIL INC.. READITTS #2032 A, #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-2D3. SHOULD STUCCO D35T. AND I* MINIMUM FOR WALLS WITH NO SnJ=. AS WELL AS AMERICAN TEST LAO OF SWIM FLORIDA REPORT #0219.01-M. AS PER TAB 2DI, TAB ZD2 AND TAS 203 STANDUM. ") IN CASE THAT PRIECAST STO`f- OR PRECAST CONCRETE PANELS. STUCCO 09 WOOD WARDS BE FOUND ON THE DUSTING WALL. ANCHORS WALL BE LONG ENOUGH To REACH THE MAIN STRUCPURE BEHIND SUCH PANELS. Z ALL ALUMINUM VORUSONS TO BE OD63-16 ALLOY AND TEMPER. (UNLESS OTHIERMSE NOTED). SEE SHEET 2. M040RACE SHALL BE AS MENTIONED IN CA) . C.2) & C.4) 3. ALL ALUMINUM SHEEr METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY. (0) ANCHORS SHALL BE WST&LED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOWS MANUFACTURM 4. ALL. STEEL SHEET METAL PAHELS %EAEL HAVE STRUGWRAL DUALITY STEEL, ASTM A-653 GRADE 50 MINIMUM. G-60 GALVANIZED STEEL DESQ'INTION W/FY- 58.5 W WTER ROLLED). 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING OWALLAWN DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 THROUGH 6) UCEPT THAT KAMM a & Q SHALL NOT BE USED. 5� ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSM RESISTANT COATED CARBON 57TM AS PER (AN 500iS W 1A IDA BUILDING 9 IT &�Al BE THE RE90IG94XY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE JER1 YIELD STRENGTH AND 90 100 TENSILE STRENGTH At St LL COMPLY W/ FLOR 11�50 SECTION 24 Z.41 ATTACHED TO INSURE PROM MCROA40L THIS SHUTTER SHALL ONLY BE ATTACHED IT) CONCRETE, BLOCK OR WOW FRAME BURLDINGS 8. DOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AtSI Z04 SERIES STAINLESS STEEI_ WIN 38 k1i MMMUN YIELD STRENGTH. TO- EACH REGULAR STORM PAWL WITH LENGTHS OVER W-5 THROUGH 12'-4', AS PER SECTIONS 5. a. I & 10 AND ALTERNATIVES 8W, 7 ANCHORS TO WALL SHALL, BE AS FOLLOWS, OAR & IOW ON SHEETS 3, 6 & 12 RESPECTIVELY: SHALL HAVE A LEGNILE AND READILY VISIBLE MARKING 94STRUCTING OWNER OR TETIANT TO SECUIRE PANELS WITH APPLICABLE REINFORCEMENT MINES PMOOS OF HURRICANE WARNING, (A) nLD9XM_M8ED_iQQWAM IT. THE INSTALLATION CONTRACTOR IS TO MV,/CAULK ALL SHUTTER COMPONENT EWES WHICH REMAIN IN CONTMIUOUS CONTACT WITH 114-0 TAPCOH ANCHORS AS MANUFACTURED BY i.T.W, BUILDFX. INIC (Mi�. F-3192 P.,L) THE BUILDING TO PREVENT WINO/RAIN *TRUSION, __1 /4 4 x 7/r CALIC-114, ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. 1"�3000 p�!.) - 1/4's x 3/4" SOUD-SET ANCHORS, AS DiSTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO. 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONNG REGULATIONS (MITT, r�<TCTGD a.i-) PROVIDED 13Y THE JURISDICTION WHERE PERMIT IS APPLIED TO, - f14-10 PA14ELMATE FEMALE 0 k PAPIELMATE PLUS ANCHORS. AS MANUl"ACTURED BY ELCO CONSTRUCTION PRODUCTS. tMIN. t'-3= P.Q 13. W THIS PRODUCT CVAEXWEaTE DOCUME-K (P-E-M) PREPARED By THIS ENGINEER ES GENERIC AND WES NOT PROVIDE INFORMATION - T /" -0 CF TAP-GIRP ANCHORS. AS MANUFACTURED BY TRU-FAST rDRPMTION (r36co Fs,Q FOR A SITE SPECIFIC PROJTECT� Le, WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. Al) M [MUM EMSEDNIM OF TAPGON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4"; V FOR PAN (b) CDNTRNCTOR TO BE RESPONSIBLE FOR THE SELE INSTALIATTON INCLUDING Lift SAFETY OF THIS PRODUCT ELMATE FEMALE BASED ON INS PS-0. PROVIDED HE/SHE DOES NOT DEVIA-TE -0 % _- P FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, ED AND PANEMALTE PLUS AND 1 1/4' FOR CIF TAP--GMP ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. ") CALX-IN & SOUD-SET M40HORS SK41 BE EMBEDDED 7/8- INTO THE POURED CoNcRM No EMSEDMENT INTO (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED, STUCCO SHALL BE PERMITTED. 1/4- -20 SCREWS USED SHALL BE I 1/2- LOW MOWWW SNOEJLD STUCCO EXIST, NO I" MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLCF40A REGISTERED ENGINEER OR ARCHITECT WHECH WILL BECOME THE BUT WITH RIM NUTS. ENGINEER OF RECORD (F OR.) FOR THE PROJECT AND *10 WILL BE RESPONSIBLE FOR THE PROPER USE OF T14E PX.G. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE A.3) IN CAM THAT PRECAST STOW_ PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOW BOARDS BE FOUND ON THE P,E.D, ENGINEER. SHALL SUBMIT TO THIS LArrER T14E SITE SPECIFIC DRAWINGS FOR REVIEW. ERWENC WALL OR FLOM ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BE14ND SUCH PANELS A14CHORAGE SHALL BE AS MENTIONED IN ki) AND IN A.2). (a) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER O� RECORD THAT PREPARED IT. (0) PIEX M_MaM_W&L.A0X_r__M1 /4' : TAPCON ANCHORS AS MANUFACTURED BY 1. T. W. SULCEX, INC. 14� SHUTTER MANUFACTURS'S LABn SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STOPHA PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709AL3 OF FLORIDA BUILDING CODE ONE LABEL - 1/4' . 7/0' CALK -IN ANCHOR% AS MANUFACTURED BY EWALT INC. (MIW r1500 p.J.) - 1/4'0 X ,3/4* SOUD-SET ANCHORS, AS DISTRIBUTED BY ALLO SHALL BE PEA= FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 170,9.2 OF "NE POINT SCREW. BOLT & SPECIALTY CO. FLORIDA BUILDING COQE� IMLN' r-law P...i.) I - 014-10 PANELMAIE FEMALE to AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELOO CONSTRUCTION BE __ I. ""JI140111414A". _ IPRCOUCTS (MIN. VC-2071 a.�Q , N �T:n R,A XTE OF I.. I 1 rE A /4' # CF TAP-GRTP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION O;P tn Tkt !"'. ,,�� . 14'. ... . � 0-1) MINIMUM EMBEDMENT OF TAPOON ANCHORS, ELCO PANELMATES AND CF TAP -GRIP ANCHOR, INTO- THE I , - ; ..� CON . zl: ;.: 2t FLORIDA BUILDING CODE (High Velocity H,r an* Zortofl 0�1*. .", � BLOCK UNIT SHALL BE 1 1/4-. 4F ' ` smo lxn=. ft. 20 "a GALVANIZED STEEL STORM PANEL IR $ " NO' '. S1 8 2) CALK -IN & SCLID-SET ANCHORS SHAU BE EMBEDDED 7/8' INTO IKE CONCRETE BLOCK UNIT. No ETA 4 167 — ~R` INTO STUCCO SKAU- BE PERMITTED, 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM =m ' <;� - -_ GLOBAL PROTECTION PRODUCTS, U.C. " EMST. AND I" MENNEN FOR WALLS WTTH NO STUCCO. 1A =�_____�___ 0M. S _�_'- / �_ �__ �_ , T * STA OFA QDXT AW_ ST STROV, ' F _ - - , _ _ ol, W.-. --I Wr . Xq== WrAWY, O.K 'L M'. %_,.:OSL�� 0 R 0, - - FEEW_ rW)M0!&C!5, Fft 20-176 . ,s.,._sHr` _ - - . .. , :;�� 1P.4-1- _1EW,__ DRAR1RG_ � .. _ ,� , - - _ - - .� ,*;111.2� I , ' M. 1 - �*�""`"` .,m A. '01, P.E. , i - - . A " I .1., - - � I .W - ___FUAQA , 1 'Fog - I - 11 - , I UALMINRU'DWIr INO. 20-0,728.01 3 6. MATERIAL CHARACTERISTIC-3-AND SPECIFICATIONS: Shall be strictily in accordance with General Notes and Componerft indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No, 215-1176, 7. LIMITATtONS AND -CONDITIONS OF USE: 7-1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated an sheet 1 of 26, as well as General Notes # 1 thru 4 and I 1 thru I 6, indicated an sheet 21 of 26 of Product Evaluation Document (P. E.D.), drawing No. 20-176 prepared by TlIteco, Inc. and signed and sealed by Waiter A. Tillit, Jr, P.E. T2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shal I only be Installed Into poured concrete,4 concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). �.,-: ........... Z -, - -,�(,EN � *_ ... 19� �1� -1 . . �:X. 44167 . 1. 1. ---->* * . * STATEN .- . Az - � " �� _."4ORV'L ;', 40' .1 In.. ., - .. .-A, ,,0 WATLL D:� TILTECO ADMON RECCRIDSAP. E. REPORT-20 kGLOAAL PROTECTION PRODUCTS, LLC � 20 GAGE GALVANIZED $TEEL STORM PANELk DRWG * M176 � REPORT# 20-0728.01 / 4. 1 1 L1 E<7= TILLIT TESTING & ENGINEERING COMPANY _______________. WALTERA. TILLIT, a, RE. filteo>og Wixom PRODUCT EY ,,,C, T. TA No 44167 ALUATION REPORT 7� r A, Li- Na -M6? I 9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products, LLC 48GO S.W. 51 Street Dave. Florida 33314 1. PURPOSE OF EVALUATION - This is a Product Evaluation Report Issued byWalter A. 711lit, Jr., P.E. (System 10 # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation. This product is being Issued an Evaluation Report as, described herein, and has � been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to 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 SUBMIT'TED. N DOCUMENT (P.E.D.): Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,,* dated 0712712020. This drawing is an inte 43600.is Evaluation Report. R10 �nl�zl',�i�,, .""�V .......... � � "'. , ..-- , - V.-`\\ ,�, ,e .CENS - ,_ . ,,, ... I- -� 1. � ,�, i:�� I 1�- , �. � - AZ-1 � � � 167 I = �el 11 * � * I I % -�---- ,/ / '.." Z- . STATE 0 ., :11 � , .,��.4t� .... ",� �...,, R��, " .. ��, , gt , , 1 6355 MW. 36th Street, Suite 305, MamL Florida 33166 - Phone: (305) 87 - I ot,1010110% 1 -1531 . CQMPONENTS FOR REG (SCALE 1/2-l') r___,_____,________IS�IO6_ MIAL W6rN)__.__---------� __ ----1s.1Q6` CWX WEDTH)-----� � - ---12.5w (Einvw WEGYN)----__________7 I , I I i I � I I -------------6.250*---------------------I &------B 1/4'----- 1 _ I � I I , r-1-101 ` 71,,�W_ 1 � I I , 00- , � 11 - 1 350 i N / i I , / , \ ; / -I.m3wWor- /\ 0036* MEN THICK , - 4�_ ----- i. ; � �,< , � , , - I� I \ T `4* FZ�ME I 1� � , I , , , '\ = ��, I Lig 2.�I' aom* I THICK . � - , � * F. ' �` 2.sIE F 11� I / I 7. 0_60 GAO?. / I ZiE � , ' 2,000* 1 TYP. _0;,Z_Ei;3_ 1 2. GO, ,2 TYP. \ I � -1 44 il �_Houmw MEG � DETAIL I DETAIL AJ GRADE so ORA" I _,�ETALTE I I G-all okly. , . 48Z 1 1 � 48.6 L L ---------- � I..3&0. --I it ___________&2W .. _ (D MEM EANIEL 0 END STORM PANEL , 2-187'- i , 3r , �4 '_i/_"_� �� ----------- 7 2.167' PANWS 00 IF , 1 .125' ,12�: __1 i - -,- 1w -.750, - %:'�20. Z:'*2% 'I _L__4��i - - - W/--haakii-i6ai�1 Ico. 1.250" %A- SIERIM 1 _ i - ST SCRICS , - . 1 � �7 �wr I __'I i - - R 0. I f r - ` .125' STUD S.& Sm mvp - -'r- - - i I To ANOLE TO To ARUEX - i-i . I , ! t2 1/2- at 12 1/2. i , I 7 C. � I - ; .0.08, � -1 - I � � '093" � I.. ��, I F ___ I h--..,.L J - __ __ , 1460* 3Z 1 7:�- .Oar .0937 GE, D., I 00 11� 11 " 2.0 � I - - � SEE Elio- SEE I "T , A � � og:� I J � - DIST 2.125, , � ; DETAIL DUAIL I � � , - , �� i I- q - F a ,37$ 1 .,�L -1-1 ,-- ----,, , , - i � ., , .M- i � 1, i 11 %� .gs _, �, �[ n I L_ I � 1, -1 . "'., 1 i �,,, - " i I L, � .. - .1_1__1_.__ . ....... Z� M--,J I L_I,soo_,_j L-1 / Ina P.._,J"\' r TL - ---... ,) ISOMETRIC VIEW DETAIL A _2.000!�*� L2 j ROUNDED CMER 0 ENDS OF PANEL'S WE . END UP W/ HE)AMED EDGE. (A-30 !b!_kTA= r-" "U" HLAM (�) ANGLE I& ANGLE VATH STUD @ ANGLE WITH (N.T.S) �Ja V__7 RE98H S1110 r__ - ----I VARIES I I SEE DET. 1 -=-f ,374' --I 1/14 4 2/14 0-3,44' as, 1 .11?1. ,371*e - 3 ,r. TOP CODE _�_ 4W 750* I- . .1w- ��_ 1 310* . 20, 30+ SERIES " - I? I T F__ E -I-, '. PANEL -1 - I ! L_ r__ 17- - :T_ I A*'- RIVETED TO 1.4� 75, . o � - I ! - - I F_ i �_ - - 2 Ilr O.0 17'1. 9 _�- i � - 21 -3 1 � 't '� � . i ; ; . : iTY1. I I L_ I -W* ! 1.6. I - I- � I - ffil _t r__J I 1 I _1�r i I ! I 1.063" 1 i - _01V ' i L -CIO HOLE FOR L � i _q�-- I - i I 751' i - I LOCATION AT J I t I M ! EVERY PANEL OVERLAP .957' �osc` I _. ; I - W. '0115, i I � _J .W � M*0 -T-�) 7,0?D- @) KEY HOLE WASHER ; -06.3 (�) 'r- TRINCK ANGLE (R 3/8' '17' TRACK (2) FLAT PLATED I 0.00- (Mk,) -.094: I I GALVANIZED STEEnL . � -30410 * ko"IIIIHN WITH 1100 i - .- -----I - .�,%V i � I 0 \,M ... U. is' LoNo - i a_�.� ,0k Pl� TIQ7N. I — - - - 1.063 JI��-";�CENS - ' j`,E1r?X i , .. i 137" � 11 ITT .410 ;F .1 ., % L I - I *' ` , 44 I i L_ [ : No. 44167 -- I 1�,,!, I i .37,51 . * ;* ! FLORIDA BUILDING CODE (High Velocity Hur he Zone) - r I * !. .1 i , . - ZITO, i _______r�'. .053" "_*__,-_ NICKEL 1i .. , ,H . M WIND NUT OF PA14CL ..., STATE OF .*' QM r1J= alt. 20 WE GALVANIZED STEEL STORM PANEL FA- t __ I .1 -. I il I V. e ~ ft. 0 . _ __ . I I (�o KEY HOLE 11 � , 0. �?r ;. 0 -- I —zow------� ,� "s ... ", RW.+.-,j AT PAN . - GLOBAL PROTECTION PRODUCTS, LLC. -o'I'M/7- Z �__ �__ � AMR) S.W. $I STRW (1) 2*X7*Xl /4" M - I ALTERNATIVELY. USE WINc NUT W/W TILUT `1�!ITTAIG A Know�m CAML R_ X4 20-176 ALUMINUM ANGLE MONOUTHIC WASHER W/ ADDITIONAL - - !%� .tz - ..=roy NOW, (OEM)Mnil� FAL ("4)M-FW - � - � Q.Q RA-1- 6 7/8'ft�/Jlr WASHER (SAINLESET � ft StM OR NICKEL PLATO STIVEL), M CA-00057t9 nl R`IRe,`RR I - I _. I - i *= &_W, .4*4-1 W- - I - I . RADII I Or " I , 09 , I 725 ! I , I - - , I I PR0DUCryvAm:AT1oNREroRTNo- 2#-IiI 2 ZZIEST REPORTS: Large missile Impact foad'tests were performed under SSTD 12-99 standard as per section 1600.1.2 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., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edrnundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed byJuiio E. Gonzalez, P.E. Tensile test report No. SCM-19E; by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. I OKM-1 318, dated December 1, 201 0 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. Z3..BIRUCTU AL ENGINEERING CALC-U,LATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as weJI 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 Florica Building Code. Calculations prepared by Tilteco, Inc., dated 12/1 811 0 and 08/27113 (for this revision), signed and sealed by Walter A Tillit, Jr., P.E, 3. MISSILE IMPACT RESISTANCE - Large missile Impact under section 11609.12 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND L9AQS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3,9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5,9,10,11,13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been ver1fled for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. ... ""ZI ,13ENSI't' * STATE OF '701`10% ....... .... � . PRODTICT KYAL 1 3 S. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and I 8 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. t.-MATIERIAL C14ARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of 1 8, of Product Evaluation Document (P,E. D.), drawing No. 20-175. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. TATIO-N-6—AND-C-ONDMONS OF USE: 7.1. Shall be strictly in complianoe with General Notes No- 1, 8 thru 14, Indicated on sheet I of 18 or Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter k 71TIIIII, 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. T1111t, Jr., P,E, (Florida License No. 44167), President of Tifteco, Inc. (Florida CA-0006719). WAnLL D:�TILTFCO ADL40N RECORDS � P, E. REPORT.2( GALVANIZED SITEELS70RIM PANEL �DRWG#20170 1/4, 2/4, 3/4. 4/4, 5/5, 7/5, _01b,IW/10, 2W/10, 3W/10. 4W/10, * 6/5 5W/10, 6W/II A 7W/11 13* :: ANCHORS: MR CONCRETE SEE SCHEDULE ON SHEETS a, & 9 3: MAX, i I I MIN. 1 , . -r- _ FOR WOOD SEE SECTIONS ON SHEETS 10 & I ___ I I � 0 "'��O_ I- - 6 D.M.-O. @+ r I- --T---r ....... T--,__r-T-_'/ -- --F--1 -1 --- I— . -1--T --- T--T- ---- - __F_____, 0�@ - 171-7- .. .. ...... T , I I I I . I I I I i I I ", (@_@ , W L I I I I I � . I / I / , I I . � i I , If �� i - , , " / / 1 6 � , .� A f-!-- � J i , - � I A,L-L-L-1 ..- - — — V - - -_ _� - __ �� _E .. ____ I 9 � - i !S ITT I I I " ; / ; � - : I , __�_ — - -9 F, 4, ,Qvff: ___ - ___ - / /_ - 11- � t4 � Tfl I la ------------------------ I � 1 1 t / I", i i � UNBOLTED P 1��I_i, �_, BOLTED PANELS W1 1/"-20-1 ., - M1 BOLT W/ 7/8' . 3/32 . I / �f -IS (SEE SECTIONS AS / I NIGH 0 EA. OVERLAP ;1 AP ) 11 I (SEE SECTIONS AS APPLICAME) I I I � i I - -1 __ I � 4A.I1__.i_/ / I'll - _L_1__L_1___1 I I I "I" , 7_ , /1—F- F — __` " — ED I , I / ! I / i I 1 � 4 L � --- - _____ ____ � ""�� ___ __ - j � 0.M.-9-@-0-R,_-�j&_ ____i,._.& i __ 0 _,�J q-T; q--4; a -----t* 11__�I_ n411- 1_______1._,L________J � � � 1 (a),(!),@_@.&9 rum 1/4, 2/4. 3/4, 4/4, 5/5, 7/5, 1 . �3: Y" __4 1-1, Wk. __j I 1 MEN. � I 1W/10, 2W/10, 3W/10, 4W/10. 6/5 1 6/5 L *5W/10, 6W/11 & 7W/11 I ; � I I i ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 0 , - ___._ FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 ----------- LS I & 9 ELEVATION N.T.S. 2167- 1/4- M.. GAP (W MMAP -1 wHCLE VALLY) '_� , _A i I 4 _____ _ 1;�� ,t'H /_\ Z�\ Z - 11 4 - , 11 I_� kRIM 0% \_/ ek,,, ,/, % T__ - __ - - N__/ 4 1;;�� ,�o , , , 7e WX W oe � .. _I ,0 -;0?8 n, .. �// . - IN ,�, . ��N, , ( -"\ , r I . FLORIDA BUILDING CODE (I , High Voloofty Nu Icons Zone), Lq /4 - L ,...� 9 LZ ,; - I .. �� OM 1,1710% W. 20 GAGE GALVANIZED STEEL STORM PANEL FIT NO DRAWN, ITT! * .*X IT , - W/101/2m SECTION A -A! *' . AT I \ GLOBAL PROTECTION PRODUCTS. LI.C. am- 1 -�O. ATE I .,,4C - '11LIECOINC. _. INT.S. ;��`,,__ �__ __ / 4800 TEN, 51 STREET S -P 1% .. % ,-- Tieraid a . �. Dkm � =1. 20-176 OR� _�_m_�. 11__Ilf�&� .... .. . 14�- (04)RR9?54% � IOINW98117 ; INTO _-_ � PIRD 01-1.1 - 8 t4 �� _ C4_00WI. - F .�.� ORmsc __. '%111, 741V I A A tnw/w: i - i - - 1 ;�SWXT3 Will " W1. , i, 11 - E09, ' 1 - I J I I _4� a) a) C_ (n 0 a) -M > 2 a) = --'i-- -I..' = _0 L_ a) CD a- C�_ C 0 0 L_ = M — -1-0 CM 0 -0 0 -,.-. r, U) . a) 4-, C a) = -0 0 CIO 0 - Co -2 — Cn -0 = 0 c L_ a- -2 C: L_ -9 0 ?i: co = C) .0 -I..- CU U_ 4- 0 — Co > M cn -0 U) Q)" F= 0 _+0 CU 0- CL !E �— co -0 'R .= C/) , ca. < t 4 Z Z W WJ Q) -C ( > .6, �- 0 I � C � ( - 0 ( / CO " 90 4C N . . M 0 0 -a N ; C: — (1) (D � .,_� -C (D (1) , . CL = En r.-� -t- U) __ _� < 0 5 1 U � > (1) - ,` L�l 3: 0 � (1) � .— (1) C �: > . - (TJ I - E 0 CL > - rr, I . — F= I M cn 0 < D :3 C: L) .- -t � M " - �5 E 0 > 4 . I 11--l- _ INSIALLAIM DUAILS EQR RMLAR PANE 0) it (1-A Do =11M LS EM INSrALLATIQN IN 2= CONCEEM INSTALLATION DETAILS FOR REGULAR PANEL.5ft-A ... A INTO EXISTING POUREQ CONCRETE OR 99NCRETE BLOCK STRUCTUB-E5- gamm am QR WOW INSTALLATION QUAIL5 EQR REGULAR PANELSa it U INTO EXISTING POURED CONCRETE OR Q - __= OR FEMALE ED. ,CONCRETE ANCHORS . Y� . VAUD MR RMA UEE XM M E--Z H" TM em SIM INTO EXISTING POURED QQNQRETE OR CONCRETE BLQ!QK 51RUCTURES La co'ceir ANCHORS IT OR CF'IAP-OR1P (SEE SCHIDEU ON � - iPU(ri4__ 0----# - ANCHIORS� FOR CONCRETE SEE SCHEDULE ON SHEET 0 . DID: sow" wd soex" ON sNASET a & 6) 8) 1 1,4 0 - - FOR WOOD SEE SECTIONS ON SHEET 12 _____ CONCRETE ANCHM T WEEDETT; a TwouGH 2) I SHEETS a THADUCH - I' r _1 I".."I _---J;aQURED - 1 (SEE SCHEDULE oN -A I C BLOCK P UR'D CD"� )DNCRETE BLOCK 13.1, �_ ..J __J D�RETE 757. . � Z - 2.67- CIO _4__J CONCRETE ANCHMS %Iwm 8 nsexom Ti) _.__u CONCRETE ANON= F 1/2- �� I � REQUERRED I REOUIRED i REOLARED ; 1.", 'C=-_;L)_J W� M SCHEDULE ON a I , "' _________i I . PDRORM ANCHORS � � I' at,, (eEH ovDqLAR .1 , &R,,.i ExIST1W POURED I ) i4 ==Rd" 4 - - r OLE VAIIM � i i - ..AhR..iL t it sM - I I , - I 11 I I 1 -tp /,V m- - i F---rw scHIDEREE off I 'm i � ! DX - � " W , , I \ , ,-, —oAE 8) - I '� `_ FT +,,�,,,,-,,,,,- T -IFiIii- r, , " , --i - I- �� __ I __1 . �, 'I T ! t C i- 17 Fvp`�" "wo w I CONCRETE 1`4 � I � - i " __3 t) F__=_-X-"_R1 F-J=11-ul.r."T � I! _11, 161h., . - � SHEET IT) � SHEET V) i ; ____ I ; ! I � I Me ! I f ,/V � - 1/2' ' 1�"* I (�) I I ; ___`___� L/4' � \ __C;�; 0 1 � C). II*,A -_ I � SHEET � , (D (1) � 'I rE_ I/ !I I- 4�� fthl� � ! I ; -7011, i i I ki ,----I i a ! .1 � . ; �L � 4 � I I . , L . . I , , � i I/ ; .1aa I � r I I 1 1 � i , 1 ; I J I : i -1 . - I_ � � - _._�_�, I - 1 . � I __ ! ; Vlt,,EV�"` ab!"U'S""i I -4) , � . ; i . i I ! I i - _._1 i � f 4) 1 E ; L_ � = - I i � . : I— I 1 4 1 i . i� � i __] � L I , ; . . I 'I, i ; I : I I 1 1 1 1 i i J I � . I 2n!R,-UA% Lp. r?" "I S - � F I � I � 7 ; 1 1 i � I I I i 6. __9 16 ; .� V A. I i � I : ; ! I . : I � � � I ; EXT3TENG POURED � �� I +\,\O" i I I I L 3 : ; i I � � I i I I i I � BOX 1 -+--a , . Z I � ROXIERED ; , 1! 1 - ! "r - I � 1-0 .1 or-- � ! � � i � cn i i. I I, CONCRETE REOUIRED \ � � � , 01 � ,j, ! I I 1 ; � � I OF "L' t_ � I I ; � a i i I Ua i � ; =.M-" 1 i � =-A&,- � !r � I � r t � I I � '11� 4=1 � �� , � I'll- _49=, i i , _ � I-= � I I 1 -0 1 1 : _a 1 -_ - � L .�_ I I . .. I I �_ a 1 -(D A - - , f i I i r � 1 , I � � 1 ; I i ! --a _+__0 I I A D&w sm e g i W6&a� -- - i "I ; I I '_�I_ � I I ; 1 ; ji� - , , . so --o_ - �,�� , " - : : � I ; � . , I , 1 , , ��,_ ! � = M I I i : I � wi_., __E*11 -. I � � , g F, S vl.�- I I i - i ,____11_ I 8 � 77- - --------- -1 74 YV� - I MA, SoRNA" I � I 6 � MD`TRANDR IV 1 i I I � I � � . I I 1 !; , I I SCIE SI;M1IWUC i i � I I T i n ,� - I I I 1 la4a_ 1 � . Z i I I& 1 7i�FZ�- , I I 'tt - _J h i 9 FIRM. I I I CAMMON) . I I � I.. - ; -(a) I W SOMPTAL i -IT 1 ;4�� - 2.,v_: 7 ii I i �.-=L, I__4 - __ ______.1_T � - -1 > =1*1 _1 I I 4UeA i 1*4j4i: -1 i _0 I "*L"L I I A � TI & 'r � i � 111,111e. # � ___ _1 I - """ IT` I , _ __ " I I- - _ I- � 'Ar , i ,_4 � V, __ __ ---- 7 - I Chi"NI wii15- i IHMIN) e ! !�!� , 1:."A= 1 � L gI 0 I_ � --,-,A -_-_-,-_. � I- I 1- "if -11, I 1, ! jare I 6 : , 1 � , NET, 0 � Q 9 I - 9 6 a ._2 1/2' 1 � , I - ,,, I 1 1 =--It I- - cl-,"--It.,---,.-,--,"A---�,-,-�,--,- __J DUENINH or � I I W_ 1 � � 1 I , ; i I I I I _4 END. " lw� I i 11.,T . ., v, I " r."'ff, L -_ --- ___. - L,_,_,_____ � 11 - , I - I I V, " I 5! i i _ - 1____ � - .= .,.,FA I � " __ � 7 - __ 13i I iii - - � i 4 _ - - � I , - � i I _� -11 50% I ; ---- - ---7------ ,- r. SEC,CN - mr,A , 'Ir I i-��:-----. - -_ ___ . 1 ! i , - J= .--[ ------ I -1 ! = SCN_ i - ,., . " � I 1/..*-� � a- i 1 --(a) - i ! I i I A. - . g; ;M,,-� , , TEA � DIED, W/` � 5 I I I � , , I I i i i ! - t, -.=.- 1 !I r, I I � i i ; I . = i � . i 7 A. I � :1 1 , � 1 1 A. 1 � � � I � . 0- : IT SERAWRI, 11 � � 1 : : i � 1 � i I I I M i , , I ig � ! 4 ; � I I ! 1 � ! ; 1! ; � U) . MIXAS& LN'W", .-A-...- I I . . ir I � : i !I I � � i I - I , -, --- I i (9), I i , 1W .2� : i i I 1 i L _=Vor I I I I I i T r: -_ I � !CvEREAP i 1i L I t � D"'wwo I I I I I IL !14�1; � I I I I _ A b: L,--- . . -_ i , I : � - I I � q � ; � ; ! I " - 'IN - ] I ; ... � -_ . I I a � � i =i .I i I 9 . I I �.[s . , . 1 , < �'. I i I I � 4 E�c __4 I/ I - nowme 1 -;�7,-;,7, 1 ! I� � ! � 1 1 I" � � ,;gkp F D. - , �7, , I a --- . � , : 1 7 1 I � i __-L., _ t � _: D. �;, 9- 6 : LID, 9c ,4, 1 -�D ! �, 1 11 i k-i - ,2,lr IT. - I I Em. M 2 f t � 11 - = i ; Dasn"s Poi . - I " t 1 6,2;, ! i lr---\\,T.o -, ; i i I I � _40 CONCRETE BLOCK / . ! I . i � : ; � F I CONCRETE OR _J CONCRETE OR I I ;1 e I/ I I I I i ! . ROD 0 . I - i : . i I ova 3X,rk.. - CONCRETE EILDCK ; CONCRETE BLOCK . ___ __ I � I ; i i IA- � i 5OX ; : . : - - I ; /r M. " � . LIT 11�7_i_ ---...- REQUIRED . . I � . I \--"/ wx I I, w, REQUERDD. ; CA! � I I - I . __ I I � '�, 1� ` \,�� __ _ I L_ r M - "m POURED, ! Ca I X � , � I i MF=%X= - HIM` ! : ! mu� ft.-,, , I OF V =Pl� 56x � �3" Mac PA.@-0 4111111-114n ! 0 or V I ". , I � ! ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET, 9 I .%N c ?__ ODNCRETE K= � I & r QA�V# 7�,'Z' - - : 1 1 : I 1 i - � 11�_111\1�1�S,*_�'� �1_ CDNCRM OR - I I � f I � Mm OF "L, � L . " � , . 'i REDUIRCE), I 1 ExwENG PC - i , ,-T-- _3 ____ ------- =3 � I , 11 FOR WDOD SEE SECTIONS ON SHEET 12 T , 11 � _J i E -1 � ! I I i r , I ;�11 I I mAx : - a) .- - _y= Mam 99 I I I CONCRETE OR I - ___j i i I I I i i . � 'z�, , 1 -,a ! L - - - � . E! I ! �� ,; I ! CDNCRm ANCHORS i I ._kl: � � I I I -0 � 'i � i CONCRETE BLOOK � I ; E.L � � � 1 1 C 5110- I 8JUL * I wn ,I I REDWRIED. ,,, grz.v 13mr-"m. i i RMLAR STORM & a ELEVATION sA,&, I - I � (Oa savxu oN- (SEE $CREDIALE L,i; -1 " =;, 0.19IRRAL I I : ; ; i CON. .. 1 =:4�,.— I 'V4 Me OR %If�ff ' , _____ _T '14 I '. i ! i a � - 0�. op (D � REQUTRED� � - CONCRETE ANCHOR i I CONCRETE ANCHORS_ � I MEA0#0 1-1 .. W."W-1 4 \71 !U&S.. 0 , -A, M.�, -I 4 � I ! �.�� SHEETS 4 THROE" R) \ ow : �11 X� I _j L � - =4 N, I I I 1 � W�/" , soam a THRoUsH III) SHEETS a THRoUGH 0 CALK-N OR IN ;-. i ,� I s,,,ws a ;;&Z s) IM/ , Is ! I � � I i � � 1 4 0 . , 0 FORVE ID AND , , I-, Ae_� ��X\_X�INX�\Ilkl\01\111�1\1 I 14 - - ] ~RhA i � � I i �, - � L-r-:-: � � 1/4. wx GAP " CONCIREIT ANCHORS I [ FOR I ___A__J PLUS OR OF - - - I � � . 44 02O.Z 4 1 i I - DA Ov&RLAP -1 I WHME walf:v ` 0- I I I I I 1 1 2.47' I%EE soccuu: ON __ ____(�) 1-14 .' i I I M SvNmKrs oN � M - T ;Do� . . / - SX. BOLT i SHEETS, a THROUGH a) . i I ; _J_i ' WALL Mau BUILD SHEETS a & O) WAIR UUNG (n.M.) IBUILDJWLMQ � I ---I 1/4' 1 / 1. -_ NE Wim CEILING AND OM M2UbMNQ JH MOINTING ALTERNATE figj�ff MOUNTING _6 MP 11 am i i I m". i � i I I r M , WJ;= I . . I.M � 1 i 7/8 � " ,--.o, "I'm IRERE* wmec.--j . � i ,2 I 313' 4 1 CONCRETC ANCHORS mam,� W%? SCALE 3/8.1- =01�_§ st . , - I - g � �2 G2C. WIND NUT -� -4 SCALE 318-i* .A 5 SCALE 3/8- aPoRNI: wo" T (1) i i I � i r ,�.___ _ = P1.4 4W � I I COMORMIANDHORS 1 1/4' .t I ----- - I , o,, "IsnNo i I i I WNCRM AN04M SIAOWRCO � !---I= SCHEDULE 014 -1 Maol"Olu IN L) a) / E.D. - EDGE DISTANCE ! � __ i __r * New V WIDE . vAM . 1111" n% � W/ SM (WE SCHEDULE ON I I T ED, ( EDGE DISTANCE , . --- me � s-m Q I I SEE SCHEDULE ON THICK AUJW TUBE OR 1* . (SEE SCHEDULE ON 1 r- - N) ; SHEET IT) I ,,___,Sg:%eD1EC%m Do SEC N A_ -A (In.) Cn I 1 _ - � i �RW CONCRETE OR SCALE 3/32--l- % ="a EXISTING STUCCO/ P.T. WOOD PLATE SPAM � SHEETS - AT 11) L -- "LLWO � mom I ___M&�. . �. - Reaulm I - svm�m - i --(i) it SHEETS a & 0) , ,�-WDDD BAND .1 . I I - I -\ --� kvmmtm M ITT Q,Ae, I 9 I k __/ L. i I a' * NEW I* WIDE . VARIES It 1/5' r I REQUIRED � ! I I 11 FOR COMBINATION OF SECTIM: ALUM, TUBE OR I' . VARIES ! I _(1) DIRECT ANR UNnHG DIRECT ANR 016 M UNITING Cn i i Ir"171. ,! � TOP & 901TOM MOUNTINGS CAN BE ft 9F I F L. i I - 12 1/., at ;, I 7 si�� I . i COMBINED N ANY WAY TO SUIT ANY CASE E �") � UMN a SECTION 9 11 I EIIA, us I TM&TE SPACER INUAWAM 0,%0111111141" & BOTTOM MOUNTINGS CAN BE I Dwimm NgHoNS . I I �- -1141, COMBINED IN ANY WAY TO SUIT ANY I T : (SEE saiwuu: ON , I INSTALIATION, ...... SCALE 3 SCALE 3/a.i. SCALE 3/a-11 I 0 . SHEETS 8 THROUGH 9 I -TRACK , 4 -,,If, Ino", ! � piEfk A. �/Q,,c� I .. I Lli '0 INSTAUATIGN. I I . a- 144 .....''. � , . ti _L_ , , 4' .. - ,r -� : r kIt'n..:. I 14 , �� ,..! Sli'N, = - m �\'�' . r.. . .. r 2 1 \ ,�� m %�XCEN '. v- t. I- �, �: 6 - - , . I FLORIDA BUIL.DING CODE (High VolocH "�� I \\�',��"_rl'l _$�\ i D)SSTRAG POUR .Ir!�*:xcicm' -, S _y NET one Zone) EN .!r FLORIDA BUILDING CODE (199h Velocifty flu cone Zone) , ED] L;\ J? *� -v 'If", FLORIDA 13UILDING CODE (High Val"Ity Nu RTRcCRUNc"I.r_ . - .. ; . come Zone), — i - - � T-M WEEM, INC. _ _L___ 1 1/2* is . SAALWORIARR",AN Z . I clow ILI= < SAAMIX HDCKr . K .. 1. . I w_ FF. I .1 . � �. � 1p� tc=", 3/41,�_,, 3 *.' 19-1=15 � CONCRETE BLOCK M A 44167 t i DRAWN W, I . Z REOUTRED. - - I 20 GAGE GALVANIZED STEEL STORM PANEL - MRsIn a..) 3, &E-7 REDUIRED TRAO" How. f .-* N 20 GAGE GALVANIZED STEEL STORM PANEL hi� I 20 GAGE GALVANIZED STEEL STORM PANEL a -w. � ., � ? INEWIT, W. 11 mm OF SECTI : - - I = DEAN ft. Z � �_-E_M=_ : - - GLOBAL PROTECTI OT/20/2140 xill. SECTION X-X = I * DAIL E.D. - EDGE DISTANCE M MOUNTINGS CAN BE E�-? �_� GLOBAL PROTECTION TARE.. I& - ON PRODUCTS, I.I.C. GLOBAL PROTECTION PRODUCTS. I.I.C. 0/m/1,020 i * ." * ar�"/20 - , ORA, WAY TO SUIT ANY �, ,P M - . PHOW (134)SITS-734a Wt (964)STIO-11AP om - S,:�% , t _r_� .&RD .-K 51 ITIRE17 AW -Y " �; - / 1- - - -_ :Z X1.1. - SCALE 3/8-1- ___- ':> Z� �IE 4; 0 �... (SEE SCHEDULE ON * - . , PRODUCTS, LLC. CEILING A ORIC ." S.W. 51 STREET WAW*O W. Ma" FOR SPACERS REQUIRED AT TOP OR TE , I SHEET 9) 4 * f - "Do SAV. 5 57RED ..— - . _:T ... \ OMBIN a . Z_�_ - - �__ � , I . 10'.. .1J5§JQ1e=kTiM %. ��, ---- -- M*)$N-75'A Eft 4INIQ011-01"I 20-176 .�, fliv — TX"T` Z7==cOr:n RTEDNO MiM rL 33314 .. I _ At " '94 - , , " ( BQIMM TBAM APIA= TO ST ----,- ,_ � OWles-76". F/. M4)M-$M - - _06t-OM ,a 1rr=1M_ W", sCALE 3/8-1, 4 C.-VAS7.31-R. � ..... � ___,"I__1OM___ . . ql,o_��Y. I �:,�k� _. DW*W TWI '1<.'TA1_ (A-0awls if ch-cowl 9 , .��Tr W=WXaJIY 1 _14111� Iilulldw.�__ � _J AwTURCAAW . - , al,1,1- _! _.!!�Nl I I . I ... 1. I . I - I - I ! E I Z- SHEET - W 21 1 I I - M1 .2 t I - I I I I , I - I - I I I - I - 0- SHEET NO. SH 1.0I am NUCTRNAS 1. .. � CH SHEET 4 WALL AND FLO-OR MOUNTING INSTALLATION EQR *AQXE`E AN0,06 %a SON.= ON SPLIT PANELS 4 % C! 1/4 1 JL T- k. L KW, or OALL IS,- "vv KL r NUICK 4 1/2'. BEN I E_D.__ x 6 . w pw a I nw� , I - 4= ITO DETAIL I %PIP, ig p:u V Do Ng�wm .6LO W., _7" Pt SNO-111 � I/C M im, 91xim W/ 2 � wo MIA. N CONVICT( Oft -U, 3 PAW I , I F; am BOJI; wq a HuL A OF -WA -L -M. W. WUUX*` SUCIONN SHM 4 N SHEM 3 k 9) 3111747 =#. Z ow . �Nsuw MULLION _%NEDULE 31 NO, MULLION REWIRED JR.. SPAN cm) TUSE MULLION - 4 4'-Cr 2" 3' 118' > 4�_r TO W-87 2" 4' IIW 5'-.W To r-10, 2 21 K, 5.* L,/1a,*, r-107 TO IF-O, r . r . i/W SPA% V FUR tSb� OEM PRESSURE RA-nNG LIP BE ORIENTED rwl% To LENGTH. 2LSwon 1 saki 3/8-1- NOTE: MUV� STORM PANaS ON TOP OR APE is TOP ON BOTTOM OF OPDQNG� (Ogr BOTTOW) IZIX001#11 IIIIIII-MIN IN a' �Wnwiinwi 7 n U7 0,14111111110 6 INSTALL4MR-D-W41ILS -TOS _?EGUIAR__P_Ah1EL,5Lf0_ &AL 1 i 1MV2013NIT Me, 1xim V, W,- VON W 'Wilt Po In ONSeLT. SONVAIN, WALL MUNITING INISTALLATION - ALTERNATIVE SCALE. 1/4. - I- lkBUILD -OUT MOUNTIN -At InTALLATION - ALTEDIAM 1 SCALe I/v - I* CEILING & F!LOOR MOUNTIN w" & ni" MOUNTING WALL MOUNII INSTALLATION - ALTERNATIVE INSTALLATIONS - ALTIERNATM 5W INSTALLAL71ION - ALTERNATIVE (SECTION AT TOP 13 LIMMM TO +55Z-67.0 MAX. S(14M' 1/4' 1' A.S.D. DESIGN PRESSURE RATING) SCALE- 1/4- 1- SCALE. 1/4" - 1. AMR MOUNTING - NOTES INSTALLATION - SECTION 4AW SCALE-- 1/4. - 1. 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D, DESIGN LOADS UP TO 4 55,5, -72.0 pAJ� AND PANEL'S LENGTH UP TO W-8'� 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN FLORIDA BUILDING CODE (High Velocity HiArricons Z PINE NO� 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL Nn 14157 1 20 DADE GALVANIZED STEEL STORM PANEL EM TOP & BOTTOM MOUNITINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. XIMUM A.S.D. DESIGN PWSUIRE RATING (p.a.f.) AND CORRESPONDING MAXIMUM PANEL LENOD -L- =HEOULE tVAL1b ONLY FOR PAMIS"b AM MMALLAMCN& AS PER SECTIONS I TIM In. ON SIWMt- S h, el mk,wjm Asc. P,= NATINC , I. w- LENGTH MIND" To M-.- rAX?j= THEN .s"� -72M r-r OR =5 2 Ile UNBOLTED I THRU 5 & 7 +S&S. -?ZO TO 8*-B" M_ 2 3/4- LIMMIM I THRU 5 & 7 -56D, -7ZO 1Vr TO IV-2' Ift. 2 I/r "MIPARILT61"c"' a +44LA -46.0 12'-4' OR LESS 3 t/2' 'AFOMA' 6. 9 & 10 - S%= B/ 1& U.S. A MOW AT OAAAP * IROLMIN OF PANEL (VALID ONLY MR PANELS Me Q INSTALLATIONS AS PER SWnMS 1 TWRU 7. ON SHEETS 4 A, 51 kfiva" AS. DESIGN PRESSURE RATING 1M.I.) MAXINUM M06M IPACM MR LO. - 3 11r - APPLKASIZ TO XOGM OF THMV (A.) VPM a w-cip CALK -IN PANOMATE FEY" 0 PANELIACT PLUS To "CAM CONCRETE 00OK --I CONCRETE BE __ oavmm a in CONCRETE CONORCIT DEC TO CONCRETE In OONCREM BLOCK VA N/A N/A 1. N/A r 6' IVA I IT-) r R/A NIAL s' III r w r I N/A NVA NIA 1. N/A N/A r RIA 2 Mn R/A NI/A X/A e NIA r WA r N/A 2 (ex"aw) �55,5, -no r WA WA RIA r WA NIA 3 & 4 MP) 71-41 OR LESS OR r w WA N/A 1. v 6" r 6. r 3 MITWO 61 /A 1, H/A a' N/A a, v V fr r 4 & 7 0,CITCA) WA NIIA I SEE %113311 10 & A I FOR ANCHORS TYPE A, SPICING FOR INSIALLATON9 9111) WOOD FNAM! b0fthd "NOR VAC"M AND MINIMAL WM WTANCE ARE MOM ON THIS $0111MUL MR CA LESS ?'" mmm ON SCHEDULE REDUC, No" SPACLND By WAIKYAO WADING 50OWN ON SCREDUUE fry THE FOLLOWING FACTORS FOR INS OPERATION 70 K POMM mm SPAM OSIXINED USING FACTOR NOT BE LaS TM MILWAA SAWINO INMATM MR EACH AND-IOR TVPE 47 ANCHM LECEND MOM= TOW Ile. 1 1/4. 1/4. I/r. I Ile. 1/4*. - 21/2 3 3 1". AMM LIL OOK MOM iz Lo. . S/W LONG SIBM BUSHIND W/ -2W- � W& 0 6 1/4- = FOR . UDAUTHS UP TO 5�0�:�S 1/4:10.C� J04)THS UP TO W_ 14 0 MATE FIMALE to 10 p"No"Ao" I" '2'0. C. WITH I I,&MIm. THREADED RITAGN To . ALL Loam A/w WHO BRASS ousi," 2OW $.S. MS. 0 6 1/4' OZ Lvemm uN To V-a* AND 0 MR LEhKVM Up To W-41 I PANELMKIE FUMLE 0 OR PUM 0 12 1/9* 0. C. WITH I HMOED PROURATION AT f IDUSTING WOW PLATE FOR FLORIDA BUILDING CODE INSTALLATION DETAIL5 F-08 REOLAR PANELS(j) & a INTO EXISTING WOOD STRUCTURES _1/4 Aama%n" YNI ww ED Ea r Ell E.. EJ t r It WOOD WAM REQUIRED Anamock ALTERNATWE 2W SCALE 3/B.I- SCALE 3/11-1- SEE SCHEDULE OR SHOET a - no MN, ammkino" VVII, ED F_ ro EOL .000 PLATE Ano"ALC iuAfOUREZ, 4 - SCALE 3/8�1' SCALE 3/3-1- 1/.� LAS BONDS 0 4�" mKiwon ALTERNATWE 3W ALTERNATIVE woo A=_8aXyEANCIi DR L%2W4IEjqtM TRACKS NOT OSHOWN FOR CLARITY MGM 1. INSTALIATIONS ARE ONLY VALID FOR BUILDINGS WTH A.S.D. DESIGN LOADS UP TO +S5.5. -72.0 PSF AND PANEL I S LENGTH UP TO V-S', 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, w/ spEcinc DENSITY OF o.s5 OR EouAL. I TOP & BOTTOM MOUNTINGS, CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATIOK MAXIMUM &S.D. DESIGN PREUkIRE RAIING AND CORRESPQN121NG MAXIMUM SMING SCHEDULE FQR REGULAR ORM PANELS QD & a INSTALLABONS INTO EXISTING CONCRETE A CONCE IUCTURM ONLY FOR PANELSO& @INSIALIAMM AS PER SECT04 I THRU 10. ON SHUTS 4, 5 & 6) ANCHO LAMM ANOMIM SPACING FOR ED, - 3 I/r - MAXIMUM A.&D, DESIGN INICON CF Thp-GRIP CNLK_TN PANamm FqAALE in PANamATE PLus SOLID Sri TO SECTIONS # k PANEL PRESSURE TO To TO To TO ANY COMINNATCH LENGTH "v (k) R�7ee 70 CONCRETE 10 lo- - 10 CONCRETE CONCAM - CONCRETE OF m4W BLOCK am FLOCK BLOCK BLOCK I "Eic. N/A N/A N/A N/A 1. N/A N/A N/A N/A I (top) 4' N/A N/A S* B. r N/A N/A . I (BOTTOM) N/A NIA N/A 6' N/A N/A NIA N/A N/A 2 (TOP) K/A N/A N/A A(/A 1. N/A 1. N/A N/A N/A 2 (SOMYTOM) 53-% _1zo N/A N/A N/A 6' N/A 6- N/A N/A N/A N/A 3 & 4 (TOP) :.7-5* TO 8!-Ir OR LESS N/A N/A a - - ----- '. '. 1. - 1 6' N/A N/A 3 (BOTTOM) S* N/A N/A N/A N/A v N/A 61 NIA N/A N/A 7 (TOP) a' 4- N/A N/A 1. 61 6' 1. a, N/A _ N/A 4 & 7 (BOTTOM) N/A N/A 12 1/2- 6 1/4- 12 1/2- 5 1/4- S 1/4" 6 1/4' 6 1/4' 6 1/4' NIA N/A 15 (TOP/BOTTO.) +SO.D. -53Z N/A N/A 12 1/2- 6 1/4- 12 1/2- 6 1/4' 6 7/4. 6 1/4- 6 1/4- 6 1/4- N/A NIA 6 (TOP/SOTTOM) >8 , -9- TO 11--2- +55&08 7 72aO N/A N/A 6 1/4- N/A 6 1/4� N/A 1 6 1/4' 6 1/4- 6 1/4- 6 1/4- N/A N/A 6 (TCP/BOTTOM) >8'-8- TO 11--2- N/A N/A N/A N/A N/A N/A N/A NIA 6 1/',- 1 6 1/4- 6 1/4' 6 1/4- 8, 9, 10 (TOP) +43.5. -48.0 1. 4 NIA N/A N/A N/A N/A N/A 1/4- 6 1/4' 8 (BOTTOM) -f - 12'-4' OR LESS S* 4- N/A N/A N/A NIA NIA N/A 1. 1/4- 6 1/4- 9 (BOTTOM) 141A WA, I NIA N/A N/A N/A MIA N/A 6 1/4- 6 1/4' 0 BOTTOUN SEE SHMEIS 106 11 AND 12 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOW FRAME M40W MINIMLIM ANCHOR SPAM" AND MINARNA EDOE DISTANCE ARE IHAN INDICATED ON SCHEDULE REDUCE ANCHOR SPAC94 BY INDICATED ON THIS SCHEDULE. FOR ED. LESS MULTIPLIANO SPACING %0" ON SCHEDULE Gr THE FOU.01KNO FACTORS. MR THIS OPERATION TO BE POSSIBLE REDUCED SPACING MANED LAING FACTOR S,Au. HOT BE LESS TIM MINIMUM SPACING INDMATED FOR EACIi ANCHOR TYPE At ANCHORS LICID0 AWMM TME IAPCDN FEWa 0 Pm ...... . .... P, A. MUM VACM 01) 3 3 3 3 3 21/2 3 3 3 3 $0 !.0 . 31/2 �,e . � 9e %. S_ FLORIDA BUILDING CODE (NIgh VefWty Hu come Zone) 3 3 3 1/1 /2 4 'p ACROL FA 00Z MPNM F A-* T 0 It NO'[.4167 rx .2020 "Lim. ft. 20 SAGE GALVANIZED STEEL STORM PANEL FP 1k, a;' "4 j E GLOBAL PROTECTION PRODUCTS, I.I.C. 11LIEC0,111c 48W SM. 51 WASET 1,* C."am IT. 31314 mr.1%MM =-W NOE (WIL)W-7646, FAt (954)IMS-b"? 20-176 Nil - I ORO" NW j z -+Z- -1 1 1 - . 0 LIT " 0 1*0167111101 i FT1__ T-IF F_ fi i FT1__ T-IF F_ fi INSTALLATION DETAILS EQR REGULAR PANELS3 A (9 INTO EXISTING WOOD STRUCTURES 7F -7 1 _ATIO PAMMIANIE PLUS _41�10 PANEINATE PLUS T-L 4' " 0,C. w '_A.N E THRIEZI PEN TO TH ED P&A= WOW DMITING WOW HEADER EXISTING WOOD HEADER REOUJaV_p1 -AM NUT a sm Ile ox. f i/e WOOD HEADER 4- WDOD HLADER REQUIRED REDUIREff _0 SEE SCHEDUU: ON S-MET MR M. SUVPJMDR FDA FDA lot =1 To PAHil LENGTH f M. PANEL LENGTH I M PANEL LENGTH (SEE NOTE 1) �59 NOTE (SEE Nom 1) 7/ry Sox OF 'L OF -0 OF v MAX MAN MAX EQ� 0 12 Era, LAG SCREWS _PL 2�0� WOOD _j rW WOOD PLATE �4j PENETRATION AT 0,4;FV �10 PANOMAIT PLUS RMURED REQUIRED VIERNIOTH OF PLATE RECA O.C� W/ 1 7 Iv, SCREWS 0 MID WIDTH OF PLATE ___V4'd LAG D.C. STAGGERED W/ �Aj DIRECT INSTALLATION , - I I , AT I#G%BDTH OF PLATE M111"IN DIRECT MO Q INSTALLATION DIRECT MOUNT V M 111STALL4TION SCALE 3/B.1- iftAw 6 MR IfkI SCALE 3/8-1- NOTES 1. INSTALLATIONS FOR ALTERNATIVES 81W, SW & LOW ONLY VALID FOR BUILDINGS WITH A.S.D� DESIGN LOADS UP TO ++3.8, -48.0 pxJ� AND s PANEI:S LENGTH UP TO 12'-4' ....... Z FOR NEW WOOD r RAME CONSTRUCTIOw WOOD MEMBERS TO BE SOUTHERN $ENSe T, NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EDUAL. FLORIDA BUILDING CODE (High Velocity Nu Como Zone) PINE NOTE FOR COMBINATION No. 4`1 o2m 117=1 W_ 20 GAGE GALVANIZED STEEL STORM PANEL Of By; TOP & BOTTOM MOUNTINGS CAN BE GLOBAL PROTECTION PRODUCTS, U.C. COMBINED IN ANY WAY TO SUIT ANY Don QW0 S.W. 5 saw INSTALLATION. RAD z �__ - �__ _�_ � - INUUT TamWQ . CHIP No OWL em'. 20-176 - , 2 r P.OHL, (954)609-7545� fft W4W"M 1-1- - -6-1 a) U) -Cu > 0 0- 0- 0 0 ca -0 a) Cn (D =:3 -0 0 0 0 M 0 .0 U- I+_ 0 CT3 > (n .- Cn _0 a) Cn E L_ a) -+.-# CIO "0 110- Cf) z z w =I > 0 1 0 I- c) CY) CL N 0- co x M LL -0 C:) C C\1 < M 0 M N c c(nn E < 0 > > CL -0 C: U) 0 0 0 �z > > L2 uj CONCRETE ANCHORS COWGREBE ANCHORS FOR CONCRETE ANCHQN!K SEE SCHEIXg ON MT I ON (SEE SCHMLE QN--\ rOR WOW SCREW WE SECTION LOW IS ALTERNATE SCHEDULE CV__\ SHM I*) r 1 8 LOCATION SHEET 114) CoNcrZTE 2 & 1W/1 I, �& 1w/15 _,AT PANI� END PAWL INSTALLATION MAIL$ FOR QUION f I FOR LIFE SAFETY STORM PANEL SYSTEM . I I' W. STUDS a EVERY W/ INT MKS r*IA 2/4, W4I A/4 OR 4/4 r11041 AT wwI _500" -0 EXISTING WOOD 5181,jr r �102 1/2 0. C�) POURED CD"C_wnE STUDII 0 EVERT OVERLAP (12 1/2- D.C.) TO HOLD PANEI SCHEDUAJE o+4 4 No PANEL) 090 PANIM) 11771 111 1 TO GLASS PAN i"all "I, PMI I I 1. =-SERRATION E.0 ED Ed 9124-1-0- C4.1 1. E. 7' 0 o ww 0 12 I/r al STUD 0 12 1/2' 0 C 14V U) N_ \-INTERIOR PA14EL \-END PANEL -I NINE 1 4 s- .M SEE Syr (CAM i _ _ 1 1,14 '�L I /r in. SPI;�. OR FOR M..- L IN- PANEL E � TO 0 2 1/ oic. TO 0 T2 1/2 _.11fl1Md11j_11i__4r @ __ - I ANCHOR :#.SAM- ORX 015T. 04ji OR DIRECT MOUNT SPACING SPACING VACINO 1'-3. BG---r ------ j -_ 1' 3' > AT IND PONELS) DETAIL I : WALL MOUNTING INSIAIJAIIQN CAEELICABLE TO SCHEDULE 1� MAIL 2 ELOORrMOUNTI"re INM=ON (APPUCABLE T QUINE 2) 0 N/was 1/14 SCALE. 311v - 11 SCALL' 3116* . I' 3 1 __3 S 1/14 MA-XIMUM A.S-D. DESIGN PRESSURE UJING (p.l.f.) AND CORRESPONDIN ALIERISIXTIVE I ALTERNA11YE k 2/14) MAXIMUM A.S.D. DESIGN PRMURE ME ,t,777 14) 'T6 T I I POURED CONCRETE AND I Ile W. OR CONCRETE q MAXIMUM PA EL LENGTH -L" SCHEDUL 1 2. "C BLOCK WALL CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT (OPUC01 ONLY TO SECTIONS 1 2 VDIGMEa FOR In W4ux STOfw EMU 4/4 & 1w/15 LOMA 2/4, 7A/4, 1/4 1 &�6/15 INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES SCE SCHEDULE �Az& AIM.An LOCATION ; .3 1/2- ON LwE SAFETY PAN& L =JUA&E J I fMW/ M �WNT CONEXTIONS TOP & 110110M W1 r 0. ON SHEET 14 AM W/W LIFE SAFETY PANELS LOCATION OF LIFE (SEE NOTE IBEUOW) Le. REGULAR PANELS W/ OR SAFETY PANEL Mv" A.M UPON OF UP -GRIP CALA-01 AANSLMM FINALE 0 PM TO me -M ED W/O REGULAR TRACXS DESIGN smmw IT& ED To in LE*M *L, ED z (SVE SCHEDULE ON To To To 001010"9010 00 SCE *w is FOR ANCHORS TYPE SPACING fOR Vom"knoss win WOOD "LANE BUILLIM _7r CONCRETE ANCHORS LAST PANEL P TO BE INSTALLED AS PRESSURE CONCRETE O,,MM CONCRETE To CONCRETE, (D SAFETY PANEL OPENING SIOLL BLOCK ULM CONCRETE III= CONCRETE en"C"M COMORETE OF THDA QP110N #1 F ALAN NEAR!.= MPAMUM ANCHOR SPACINCS AND MINIMUM EDGE DMUNDE ME 04MIATED ON THIS SO4EML FOR Ent 2 7 ED LIFE PAT" i-Il W To To BLOCK To, .I/ S.ELT I.) POURED CONCRE,-, )R WEE SAFE S, WAGE ON IF �LA N/A N/. I /A r NIA 1. N/A I & 2 (TOP) ED, LESS MtCA71D ON SCHEOUUE REDUCE ANCHOR SPACM BY WJLTWL"4 SPACING -1 v REQUM PANEW) & QA TO BE INSTALLED OR REMOVED FROM INSOE 5.0. 1 (BOTTOM) E C- CON -72-0 V-o* OR LESS SCHOCKAX By THE FOUXBRING FACTORS. PON 1115 OPERATION TO BE POSSIBLE. ft OF STRUCTURE. =D=_;_FACM oBEww usm FACTOR BNALL NOT SE LESS THAN MINIMUM WMAG (w WOW 0 r N/A N/A N/A N/A 6' N/A 6' N/A I L2 OP) IMACATED FOR EACH ANCHOR rME AT ANCHORS LEGEND REOVIRED ELEMION -72�0 L_ +55.0 TO WALL MOUNIINUMAUATM WALL AND SCALE 9 p" 7 1/2' 9' 9. 1 M) WOOD KATE SEMON I SCAM- 3/8- - I- SECTM 2 SCALE: 318* 1, ow As- N/A NIA N/A N/A 6- N/A I & 2 (TOP) ANCHOR M vpow jorup-owl AMAN.t. PUS BAN 1. w No" VACM 00 3 3 3 3 3 1/2 Rs - -7 (Bor- PME1 SYSIEM IbWAIAAIM x N-Y \111Z/ 4" r 6' r 6* 6, OM) -00.110 3 L LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANO-) 04 3 s,/2 3,/a 4 CNNL ALTERNATIVE ALIERNAITIVE NTERIOR AXIML Ea Ow paw4m FACM UF AS AN I �RN/ I I/r E SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO RMIN-PANELS �%Tvetql U=mk �14 OR PANS- (ANY PANEL LOCATION IN BETWEEN END in SWUML 111 2 tik)W/ ELM MOUNT CONDITIONS AT BOITOM W/ �Fjmpw i (W/ OR 0110 REGULAR TRAM.) 1/4'10�jlr tr�.l IS 910" *1 MAMMUM ASLD, :!U I MUD 0 51r W mKW TOP OF AMa) = I Min 9 r ANN MP OF AP UCABILE 0 !% r O.C� OR WOOD FRAME CONDITIONS A ANCHOR LOCATION PANEL CONSISTS OF 0,039* GALVANIZED STEEL STORM PANEL AS SECTION B-8 DESCH SE DNS It TI: PANEL POOLE In OR PAMBLM rug. -IN WT COMBIKATIO PLUS 0 r 0,C1=1. 1 t LENGTH "L" (ft) 7"HADED POVIIATIO" TO' WOOD SONb 3/0 SCALE 3/32--1- In OF THEM TTSTRUCTURE. Z. LIFE SAFETY PER 0 W SHEET 2 OF DRAWING. VAL C ITSELF TO BE REMOVED OR INSTALLED FROM THE MOE OF P" PLATE NOTE SiVITER TRACiM Wt SHOWH CLAMT1 nos PAV MLk-", �4� !!!�/ i:= MI +49.2 -61.5 3' 4 1/2' 2 (BOTTOM) 7--6- OR LESS 3" 4' 7 J. gE REQUIRES TOP TRACK TO BE cowoNENT(D& BOTTOM TRACI< To +52.8 -66M 2 (BOTTOM) 7'-$- OR LESS WALL MOUNTING INUALLAIIO AS PER SHEET 2 OF THIS DRAWING. A# A� .......... Lu COMPONENT BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I & ALTERNATIVE 1W S�F =0 +55.0 -72M 2 1/2- 1 2 1/2- 4- 3 1/2 2 (BOTTOM) 7'-S- OR LESS f No. 44167 '-. = =3 2 ON THIS SHEET. AS WELL AS DETAILS I & 2 ON S14M 14. - = * . :*a SOAM 3/r - 1* +55.0 -72.0 2 1/1' 2 1/2- N/A N/A 2 (BOTTOM) P7,-6" To 8*-0', = III, FLORIDA BUILDINQ CODE (1,119h Velocity HU came Zone), I FLORIDA BUILDING CODE (High Volocit HU Come zone), A FLORIDA BUILDING CODE (NIgh Velocity Hu cone Zone) 4. Mh UMTK FOR N IS 5% wrr-7 TF-- 42M TIMM W_ F.P. 1. r v --6- TO 8--e z it'll 0020 TILT= INC. 20 GAGE GALVANIZED STEEL STORM PANEL rx Z MTEX0. 20 GAGE GALVANIZED STEEL STORM PANEL 1P < Sp g:PO ENT 1+15U -72.13 1 N/A NIA 1 2 (BOTTOM) 7 i WoX ANCHOR A FOR C" VANCHORAGE AT BOTTOM is GIVEN ON 20 GAGE GALVANIZED STEEL STORM PANEL DRAW W. N&TIM, DRAWN 8`. COMPONENT BE PERMANENT OR REMOVABLE SCHEDULES V 2 sk '0% Sim zi z MA� SHEET 14. BY 1, INSTALLATIONS ARE ONLY V" FOR IBM WITH ASO. DEM LOADII UP TO GLOBAL PROTECTION PRODUCTS, GLOBAL PROTECTION PRODUC-M LLC. +555. -72.0 W AN PANECS LENGTH UP TO W-81". 0, CAM pt, , - GLOBAL DUCTS, Ujc. 1.� 5, SEE DETAILS FOR INSIAUATION INTO WOOD FRAME BUILD1140S ON SHEET 15. "M SWI 51 STREET U.C. 07/n/aw - wm� - /TILIE C 0,.. 44100 SW. 5 STREET 2 FOR NEW WOW MC=00rW WOOD MEN TO BE SOUTHIGN 4 BUMAL � ZTI:M��Spxm__ WALL Pw 4. z W/ "S OR EQ m- 20-176 _=_1 40=4MVIM Rac- (wim-Ismi. Fu-� now)"g-rw e SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF THLUT TKLLTVNE CAVIL rL =14 20-176 A�- v=up-na 20-176 ......... 11111�.�101 0" Am-NNN � < PROTECTION PRO ANN MM PHONED, 05*)639-7346� FAX- (964)W-8"? SPACERS AT TRkCKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD SANDS, ON ! RE BE P.E. WALTER Dr. IM67 FIONA I I 1, P.E. I A. lf� ON A SMV q SHENT 14 of a SHM I$ or 26 SHEET NO. SH 1.1 ------AKCHORS (SEE SECTIONS ON SHEETS 17� 18, ISI At EO)----_,_. 3: MAX SA/Ts, �38/17' 40/17, $0/116 r I MIN, a uwm WIS. 7ft/10 0 ONIZO I. 0 0 0 0 PANEL LENGTH 41 __1w (SEE SCHEDULE) L! 3' MAX' D.M..0 -I, -- 1. TI �___________ANCHORS (SEX SECTIONS ON VDITS 17, 1% 19 & 20)-------- OU19N #2 FOR UEE SAFEjY SnRM PANEL(I ELEVAIIQN SCALE 31tir-l- 1/v MAX AAA V, W417111TININIM SM614-i ILI z RJA **PTACT. w ZIMIT"A �! I MAXIMUM AS,D, Max. PMEL LENGTH DESIGN PRESSURE L (ft') MINIMUM SEPARATION PANEL WING (p.s.f.) (SEE SECTIONS) TO CLASS CONDITION +55.0, -72,0 2 3/4" UNBOLTED INSTAUADON DETAU EOR OPTION #2 EQR LIFE SAEEIY 5IQRM PANEL MTEM INTO EXIONQ WQOQ SIRUCTURES A- 771 7v 'iFfllj �=:"T-I-Tl IT T WOOD HEADER ED PCON a D.C. __L4'*.T7 's TAPCON 0 6, O.c� I/It* M THREADED Al r - _V P LAW THREADED P WOOD AT '� HE_*w NEWER wow WADER 1/2 jj� 1 711 T I SIM- % W. /2 1 rl L/4 JL am. EXISTING TO CIAN, mamc aAss - Aft., z_" PANEL LENGTH Oar Mwer is) L i W.. PANEL ow 'a) (SEE NOTE I SELD4 LENGTH PANEL UENM (SEE HIM I evLow) PANEL LENGTH TO v'Aft (SOL WWI BELOW) CLASS (SOL st`� ------ �V' - 70 QAM (SCE NOTE I MOW) 0" SHOC 13) 1/4-t-200' Y i", 1111L W/ V., " �' L WING I t:=nV AT V PLAE _0 N cow, y4 s. M's, W/ \_s=/A ss' ms� W/ L 2 AM ve*o 3 /32. im"D wit t-. NO NUT 7 NUT 12 1/7- O.C. WASHR (BEYOND) WASHER 12 0 1/2� MC- 0 a" or_ TAPCON 0 r O.r- 1 4,0 TAPCQN 0 r P TCra zn= W&W IHAEADCD "I 2;0MIN. THRIADED OF PLATE MwWwTH1 AT MvmDTH WOW PLATE OF FILM OF PLATE �'A- WOOD PLATE WOW PLATE an PLATE A A IRED .... A W&" WALL MO&M, ..... W" MQ=Ng INSTA"WN WALL ATM Al AWCULALRMPAIM11 116W 99 �RUA scoa 3/w-1- LIE9 FA pmri Kum PMEL LWE SAFETYPANE1. SCALE 3/r- I, it WALE 3/1r-l' SCALE 3/6.1' NOTES, 1. JUSOUATIONSARE ONLTV" MR BUILDINGS WITH A.S.O. DIOXIN LOAN FLOFJOA SUILIDING_COOE (Migh Voloeffy Nu vto zone)i UP TO +55,5. -72,0 PSF AND FARELS LINGTH UP TO S`-r. '41,100 TILIVOC. OIL PA 20 GAM GALVANIZED STEEL STORM PANEL 2 MR WEV WOOD FRAME CONSTRUCTION, WOW MEMBERS TO BE SOCTINDIN 2 At Oftwo, orz PIKE NO. 4 W/ SPECIFIC DENSITY Of OS5 OR EOUAL dc- �*# - OLOUL PROTECTION PRODUCTS, LLC' AD ME, 4f lil=u ="m - 4600 S.W. $I Srow A- FL 33314 AWA_-wr-4 s"ft1j=_"ftZ W. PHONE, UN4)09750� eft C164XAW-M7 20-176 7=-MWIT "I or 24 COMPQUENIS FOR SERIE5 . 2QQQ_ A; I QQQ E-Z HAt!Q 5IQRM eAff.LA (SCALE 1/2-1 (TOTAL WIDTH)-------, 2 250' f--------IZ,SQ0` (EMCTNE . -1-'s po'--j sw WEE TYR. O.0w WAIL TWA 3,5 60- 2.5m v OALVANM am EOGE_ 2 I TYP- ASTM A-M HEMMED GRAVE 50 MRQAW G-W ORM 46.V -------------------------- - 2.470"--J STORM PAN REVERSED *h* BACK REYMD. *U* IWK PAWVS DID UP *0.00* A25' 250 HENME`__ IF ISOMEMLC MEN QUAIL A 2J) 2.0 w ROUNDED CORNER 0 ENDS OF PANELS i j.- W-1-11 END UP W/ HOMED EDGE _j -A L_2,.CC___j PANU _WR rNrUar.) ALUM- ANGLE , 1;�4 6061-T6 Alum, ALLOY A. No, 44 167 FLORIDA BUILDING CODE L141gh Wacify Nu no Zone) .2m TuLum W_ vp E 20 GAGE GALVANIZED STEEL STORM PANEL eN . ......... CLOBAL PROTECTION PRODUCTS, LLC. eY"=M`x' 3!4*(M0x.) ALUkt ANOLE ME BAR Z 11LIECOINIC AMID &w. 41 on= 11* LONG nS "ALL � 31114 20-176 110521-15 Alum. AULDY (0t)M-7M!4 FAY, OW)SO-MT ' `0�_ Ck-1000157" 0!", 181111 22 N 0 .15 E98 QPTION #2 FQR E WETY MRM PANEL MTEM 19ING EQUEED ONCREJE 98 CQ CREJE 1LQQK_STRQQjM IL4'. TAPOON ANCHURS 1 A- T*CON ANCHORS *. TAPCW ANCHM 1 e TAPOON ANCHORS; 9 O.C1 _44 O.C1 POURED OR =MM� POUAW PCUNGR OR CONCRETE EF Em"71 I, BLOCK REQUIRED at= twumm Fr 1/4' 1 Ile 1/4 1/4 ILL. CONTI a MAIL, '43 ANSC'Ag RAW w 'JB"s J EXIST) -W GLASS d6 d6 td 3 ALI L I :-A --I 'A --A A CARLO, oqqgv'//� LO.0 E.D.- J !�4�4L/,;-. _tc-s W/4 ACS, W/ '80.3 WINK, NUT WASHER G NUT WASHER a '21 O.C. 0 12 /9- 04, NUT WASHER (SEYOND) L eo 3/32 IENG NUT 7 A 3/32* WING L T _WA' TAPCON ANCHORS L---w4* TAPOON ANCHORS L-44- TAPPER ANCHORS 4 yr 4 11r TLC. to (SIAGum W/ SIM) STUD) _--ME=%CK 1__POUA1D CONCRETE 17W9,M, OR CONCRETE BLOCK SEQUINED REDURIM REQUIRED, REQUIRIM WALL MOUtMHQ WALL MMUTING I Qm ft" fdOUNT1122 OMMIMM WALL MQUONQ 1 :0611 A11Q0 T"u'" I,"" summ A& 'us 1 0 um 0, &%" PANEL FOP m u - rz fumAit" FIE SAFETY EMIL SCALE 3/8*-1, SCALE SCALE SCALE 3/8-- 1 - m SHW J* * 20 IN AACMRS TIM 4: Alaw TOE 1/11'. IWAH11"I'mul" VACM MR INSTALLATIONS "a *OOD vp"__ % T MARK OULOM - MAD" Imm" 01) 4 MOMM ANCHOR SPACINUS AND MRSKAM, - Com DISTANCE Am we"m ON THIS SCHESIAE FDA M LM IAW LWADOOD ON 3 FLORIDA BUILDING CODE (ft Volotiff Nu cane zortit) SCRIONAE REDUCE ANCHOR VAGWIA BY "MARC vooh"S slow ON $0101" Alow t 4167 t "m n3m. "m STEEL STORM PANEL 1ARM" w; of THE POIJAW110; fACRAIL to 20 GAGE GXVANrZED TAP. w0wok TO a POSSIBLE REDUCED tz_ Wow# 0ox"a OEM FACTOR SKA4 um T Lm 07/u/20" IK UETS THAN MINIMUM SPACM WDrAM GF�- �1' GLORAL PROTECTION PRODUCTS, am R, F-21* IL ECOme" MR 04H ANCHOR TYPE ON THIS SCHMILE 4WWjL1,1SW !. - � 7,oqrj A%Wr_* _00=1_40"m fmcfq_� 01M)"II-12411, PLO _"m 20-176 All. I ck_�Iv .-I - f� "M&M tIA" AA 15 SNW17 or ps INUALL00 QUAILS EQ8 QFIIQN #2 FOR UEE SAFETY MRM PANEL $YaTEM INTO EXISIINr2 WQOD STRUCIURES __441'0 6 S' OLD, / 1/4"It TAMN 0 6' O'C' --w ENETIMANOR AT Met, "EADED A140 AW AT WOW HEADER WAM Vr WOW HEWER WOOD HCAPER _0 To CLASS Oft SHEET 16) w TO BASS (sm ww-u Ext ox ww 10) PANEL LENGTH (SEE NOTE I SEWN) v'm� PANEL LV40TH (SEE NOTE I BELOW) .4 /32 WNV T in, ew WOOD REQUIRED _'f!L6TE �7/8'0 3/32' WIRO NUT WASHER 0 6 1/*' O.C, r_X 4, 3/32, WING NUT WASHER 0 (SETChAO) #14-10 FMELAATE FIA'_ C 014-10 P P 0 6 Ile O.C� -I'- XIEWS RIN" �1/" All. MIN IF AT MIDINOTH or PLATE AT OTH or TE -J-1 WALL IMOUNING iMMULMON w_mw T1tj/,hK AALLAQUIMM.-INSTALLATION A�� REW PAN AA,%,O�j EmFL SCAI,E Vir-1. SCALE FLORIDA BUILDING CODE (Nh Volocify Mur arut Zone) It 44167 AMA W_ 20 WE GALVANIZED STEEL STORM PANEL ORM 0K, 1. WALLATICALS ARE DIRT VAUD FOR BUILDINGS WITH ASDI DESIGN LOADS UP TO +%4, -7U PSF A90 PANEVS LENGTH UP TO 9V-$*. T LIE C -0m. MOUL PROTECTION PRODUCTS. U.C. IMICIL 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEM-FIS TO BE SOUTHERN PINE No. 2. W/ spemm DENSITY OF 0.55 OR EOM N. 0 R 10, ;ea - Ile 20-176 ;,Vu,A,y/ N _VI` C*_O4w AT RE S7 vw AN OF IN '/24 *[@ (SEE Rom 2 MWO 4!12401 (SOL "ME 2 00,010 3r, NOR, 2V V/24 0- m HOW: J Sam I* -B0=9=%m3GxEA._ 31� CDROM 3' Mam. smaus: ON squEr SEC"C" ON SHOET 26 1 1 _. AT 2 o"O' "AL, LAW 60 Il v 611 I FARM WIRIAOR FAMIO PANIW34 AAKW T1 SIX NOTE 2. 1. 4 1 4 4 DO&& MFf I" I PANELS W/ _L -AY&AMI" 40 2. 1. -rr-r 41 X, 'L. TITUT11 11.171, ]T'1944 kill II-kIIIIII fit jjqj it III_, MAY BE il _0D 111dr- Ir T Wr IC EA AT ACH &p.=.MtA140& 9 IA jGAL "AWN 8 SE 10 JOOO IF INSTALLED FROM 1=z_m I NS% WSTURE, _171/11' M., GAP r/0' mAA, CAP w4. It Gwl- 110 77 7 7 14Z 7"� 7 vw - r E - 2 HANO STOW PANEL. SYSTEM CONSISTING OF PANEL + TRACICS At TOP & PANIELMAGE PLUS OR 15' tM r1i PMOM W/ FANEIJAATM E - 2 AILING SIGNAL PANEI., SYSTEM CONSISTING, of Poet + - TRACKS TDIF & BOTTOM, (2)� END PAWLS SHALL ALWAYS BE CONNECTED WA BY"A SHALL ALWAYS BE CONNECTED 10 BOTTOM TRLWK OTHERWISE A STEP BAR PANELMATES W/ IS, aa�� AT END 1. SW41 BE =WTEUDSIZO (gDMIE PROMED AT TOP Of SUCH PANELS. M WING MA i ' AS C P ELS I -NINE TIED TO -u- TRACK, CON!!�Cj*N $HALL CONSIST Oft DESCRIBED OWL 2 U1 3'. .9 NUT OR 1�4 i'I%T-A WEfn4ETRHU0MFSSTMW0 W (3), FOR CASES WHEN END PANELS ARE to IT S A;ft TRAG QO TION OF FASTENER A"T AT 8Y4 DID C STOP ELAR EXTERIOR RAT FLANGES OF PANEL & IN &2E THAT END PAN" ARE NOT CONNECTED To BOTTOM TRACK 0- A STOP SAN (4)� FOR HMAUAHOINS WHEN END PANELS AND SOME E ECILY IS LY 0 M �_ PC T2) ATNL= TWO PANELS SMALL BE CONNECTED BOTTOM TRACK MOUNTED TO EXISTING S WALL CAN$ PA=p"0NELS= J. CR� SGITCAA TRACKFANIE USING S �31 ASWE� IN SUCH CAM OMNECWN OF PANELS BE TO WALL TO BOTTOM TRACK MAY OCCUR AT PANEL RANSY'Ke. 2T igo ATD� AT TWO USED SHOWN ON ELVATION AND W/ 3 M. SEE SECTION 1. 3' & 4' ON SW -ET 24, SEE AMMOR SCHEDLU ON SHEET 25, ME EDGE DISTANCE. a OT NEW TO BE CONNeCl :.- -R H, INSTALLED THAT ADJACENT PANELS C LEFT a, RIGHT SIDE OF PAHEL) HAVE R 'TAINED BY OVERLAPS ft FLORIDA BUILDING CODE fth V"ffy COTHL Z*n6)1 02m CUM W_ NO. 4 167 1 20 CAM GALVAINIZE0 STEEL STORM PANEL GIMAL PROTECTION PRODUCTS, LLC am, /ATILTE C Omc� QWC S.W. 5 NOW 3351 ARONE� 20-176 A'w 054)0"m L.1 Iwor "Otoff AIAIA "A"Ex"k ZVI P4 OF w INSIALLABON LS FOR OPTIO 2 EOR UEE SAEM SIQBM PANEL aySTEM INIQ EXISIINQ EQUREQ CQNMTE OR CONCRET _E� MQCK STRUCIUSU 4� TAPOON ANCHORS __Y4�.TAINCON V 9 0" SIT. I- M PmmwTE PLUS _fI4_1O*p PANELMOCIE PLUS W'/ A ?rO A03/U' WIND OUT WASHM 7$'# 3/.V' *01G. NUT of I " O�G� (BEYOND) ETE RE 90URED COAM OR CONCRETE BLOCK REOLAIND REOUM WAU MOUMN INSTMILATION a IN LON w4m 5A SEQAM EMJL 0 I-Iff®rm"I.Mrt ScAa 3/8--1 - SIDILE 3/8-.1- SIX SAW I IT 20 M ANCHORSI TIRE A, MONON TIME SPACING FORORSIA"MORS XW WOOD VOCON FRNWE SULDIM, W. Aw"w vmm 0 3 MARN DO NO. 44167 FLORIDA BUILDING CODE �fth V010CIq mur no Zono)l o4mm" FOR m Um THAN INDGATO ON PAW4 a 3 A S0"VUE amucc ANCHOR SPACING By mw IAO`wo� or_ 20 GAGE GALVANIZED STEEL STORM PANEL MULMY04 WACRIC SHOWN 09 SCRIER" ^M^ VA PW 01110M IACM % IATE 9�_' DOM W, 07/XV"= Gw"L PROTECTION PRODUCTS. IT K LESS THAN UNUM SPACING INDICATED / T --LrE-c _-0. 7 AM &W. 51 SWEET Yng FOLLOWING FACUNIS, FOR R4 OPOOMONA) K PDSML MAIM &AWARD ONDAIM U104 FACTOR SIALL HOT t/2. 7.05 SCHE13'" ONAL OW IT, 3334 (WIMNI_Y_ "t AAK De4NWx_oW FOR EACH ARCHOR TYPE 04 20-176 AAA -I A� I- mHun . or gum& mm YAM " b" Mm BRIMIA-mmm 1. E-Z HANG SIORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P�M) HAS BEEN VERIFIED FOR COMPLIANCE IN RI) MINIMUM EMBEDMENT OF Woa)( ANCHORS AND PANtLANTE FEMALE 0 & PANaNATE PLUS IWO CONCRETE ACCORDANCE WITH THE "20 (7th WRION) OF THE MORIDA BUILDING COM. BLOCK SKALL BE 1 1/4" MR A WIND SPEW AS RMUIRIED BY 'ME JURISDICTION WHERE THESE SHUTTERS FOR FACTOR Kd-0.65. USING ASM 7-18 AND SHALL NOT EXCEED THE MAXIMUM 1)4* 0-20 SS WLTS USED SHAU� BE LONG CIMOHiSHOULa ANY FINISH MATERIAL EXIST) TO OEM PRESSURE RATOM INDICATED ON SHEETS 25 * 2C WAGE 31e IWO IMRS. IN ORDER TO VERIFY THE ABOVE COMMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 $HAILL BE FIRST REDUCED TO JLSO� DESIGN WINC LOADS, Ry MULTIPLYING 714EM BY 0,8 IN ORDER TO IN CASE THAT PREC-ST WONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, TO COMPARE THESE W/ MAX, (A.S.0) DESIGN PRESSURE RATINGS INDICATED ON SHMS 26 & 2& ANCHOR$ SHALL BE LONG ENOUGH TO BEACH THE MAIN STRUCTURE BEHIND SUCH PANELS. AmNoRw SH14LL BE AS MENTIONED IN 0.1) AND IN 8.2)� 94 OHM TO VERIFY THAT COMPONENTS AND ANCHOR$ ON I" PZD, AS TESTED WERE NOT O&R STRESSED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS X& USED 19 THEM ANALYSIS, FASTENERS SPACING To WOOD PAS BEEN DETERMINED, IN ACCORDANCE WITH N&S, 20155. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS MO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. SECIRM FANWS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS SOON VERIFIED IN ACCORDANCE WITH SECTION T626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC, REPORT # 2032. AS PROTOCOLS TAS-201, 11, IT SHALL BE THE RESPONS191LITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUMR TAS-202 AND TAS-201 IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY at ATTACHED To CONCRETE, BLOCK 2. 71415 SYSTEM KAS SEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF' THE OPENING ACCESSING 'RE OPENING FROM THE OR WOOD FRAME EIVIL019M. WSIOE W/O THE USE OF A LADDER OR LIFT, THIS APPLICATION IS VKM WHEN iNSIXUATION IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS To SEAL/CAULK ALL SHUTTER COMPONENT EWES WHIC*f REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PMEW WINO/RAIN INTRUSION, CA" AND SEC SHUTTER TRACKS ALL AROUND FULL LENGTH. 3, SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WREN LIWALATION IS REQUIRED TO HE PERFORMED I" THE INSIDE OF STRUCTURE 12L STORM PAREL INSTALLATION SML COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BIJILDOIC AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TC� 4� SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND COUBLE HUNG AND HORIZONTAL SUDEAS STYLE WINDOWS WHEN INSTALLA11CIN IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUICIURE. IC ATRIUM W040M AND DOOR$, INC. E - Z HANG STORM PANEL t`YSTEM- IS PKIDIT POOM 5, ALL ALUMINUM EXTRUSIONS TO BE 603-TS ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED) 15. (b) THIS PRODUCT EVALUATION DOCUMENT (PZ.O.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRONAIDE INFORMATION FOR A SITE SPECtIFIC PROJECT; I.. WHERE THE SITE CONDITIONS DEMIT FROM THE P.E.D. 6, ALL ALUMINUM SHECT METAL USED AT CUDSURES $HALL HAVE 3105-1,114 AULM (b) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION. PURCHASE AND 0WALLATION 04MUDW L*t SAFETY OF 7. ALL STEEL SHM METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-653 OWE 50 Rim. GALVANIZED SIM THIS PRODUCT BASED ON INS P,EC_ PRWDED HE/SHE DOES NE1` OMTE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- WS *M (AFT" ROLLED). DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONITRACT01" RESPON991UTY. ALL SCREWS TO BE STAINLESS STEEL W4 OR 316 A41 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS M DIN (0) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED, 50018 W/ SO ksl YIELD STRENGTH MO 90 W. TENSILE STRENGTH & SIMI. COMPLY W/ FLORIDA BLI(LOANC, CODE SECTION 2411.3.3.4, (d) SITE SPECIFIC PROJECTS $HALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH VALL 9� BOLTS M BE ASSA A-307 GALVANIZED STEEL, OR AIS' 304 SERIES STAIMILESIS STEEL. Wati 36 kM MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (E.O.R-) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER U E OF THE P.E,D. ENGINEER OF RECORD. ACTING AS A MUEGATED ENQNEEA TO THE P�LD, ENCINEOL. SHALL III ANCHORS IG WALL SHALL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR IWMEW� : IEM, f.) THIS PS SHAU. BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAt- ENGINEER Of 1/4-0 TAPCON ANCHORIS AS MANUFACTURED ELY IT.W. BALDEX. LAID, (LANE f-3192 p,&Q RECORD THAT PREPARED M 1/4� * X 1/5' CALK -IN ANCHM, AS MANUFACTURED BY DEWALT 04C, fhOW Fc-3001) 9.11) #14-10 PANELMATE FEMALE ID & PANELMAT5 PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION Pmoutem M STORM PANEL MANUFACTURER"S LABEL $HALL 13E LOCATED ON A READILY VISIBLE LOCAL" AT STOW PANEL IN ACCOM04CE WIN SECTION I-M-9-3 OF FLORIDA DVILDL40 COM ONE LASEL SHALL BE PLACED FOR EVERY OPENING. (I't-3m P-S14 LABELING TO COMPLY WITH SECTION 1709,91 OF THE FLORIDA BUILDING GODE� A-1) MIWUM EMBEDMENT OF TAPOW ANCHORS INTO FIGURED CONCRETE SHALL SE I 31�V AND 2- FOR PAN0,MA?E FDA" ID & PANEILMATE PUJS� A2) MINIMUM EMBEDMENT OF 1/4-0 X 7/8' CAUK-IN ANCHORS SHALL, BE IS 7/0' MID MCRETE NO EMBEDMENT ARM ANY FINISH WTERIAL $HALL BE PERMITTED. 1/4- 0-10 SS SIDEWALK SOLIS USED $HALL K LONG ENOUGH(SkOULD ANY FINISH MATERIAL EXIST) M ENGAGE 3/4, am ANCHORS- AL3) IN CASE THAT PRECAST STONF_ PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR, FLOOR, AN04M SHNLL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTINVa IN A.1) AND IN A.2)� No. 44167 1/4- 0 TAPOON ANCHORS AS MANUFACTURED BY I.TW. SWUM, INC� S_ FLOMOA BUILDING CODE �Hlqh 'Ifelooldl Hur one Z*no) 1/4' 0 X 7/9' CALK-01 ANCHORS, AS MANUFACTURED BY DEWAIT INC. (fM.ISW %. Acz elm Imm INC. FAN 114-10 PANELMAlE, FEMALE ID AND PANS.MATE PLUS ANCHOP-% AS MANUFACTURED BY CONSTRUCTION 20 GAGE GALVANIZED STEEL STORM PAWL o,.. PRODUCTS (C-2071 I-Q MW PROTECTION PRODUCTS, UX. '""TAX 20-176 =,a PHONE, W, F w.1 A.- PX IN$TAUATION ETAI EQR SERIES ,I I ONCREIE 2QQQ ANQ 10QQ E-Z HMQ 51M QR CONCRETE 18= Cow"m SCHOKIF advWt _\ J pamAc, it CAL 1. 31W A- A* RISE fICHILD" ON=26 w I so"b"Im I TO *AM 1 AD, No. SIT SCHODULL 04 SHOT V_ Mh sowwr*fr- TO GAS& vote %VA* EWAY 00ORLA, We RBMW 0 4 41 1�/4 4 p"Oum com'"m AWARD, AA 041 IRAQ *vIz I NM A=. 1000" 'm OR 0"w Ok 310 "A' 000"0"1 6 "LL MOM WALLAND-A= MOVIM11r, NMA ' at 0 I— 03 Elm TO mum KQWMQ 182L I OM MQUNTING am, 3/8 1 Mori _(�) AULU recumnon No a I 4 OF FROL OF (b N law OR CAUATIOR TVAITOMME"W" 23, t;' 8 ACCE EN UNWAM w SMUM TOP & wmM MOLINTINGS CAR BE ANY VIA, TO -0 A- a 111, 11,4167 FLORIDA BUILDING CODE LMLb Velocity mu cant; Zone)l UMN wim reim S 1�. SIATE OF W_ r.p. 20 SAGE GAILVANCIED STEEL STORM PANEL BY., DUAL I 11L EC0.1114. CLOUL PROTECTION PRODUCTS, U.C. 51 0:41wit_ TE 3w K. M;.jt'm% W� A, INIONE.- (W)WINA-75M FAX 20-176 P'c Spv=mT%w'TWTE MUER A. MIT 4,. PJC I I to c- c/) -a -cu > 0 (3) = 0 C (1) (D L_ CL CL 0 0 CIO C.) -0 (1) -0_0 0 = 2 c- co c 0 0 := co U- "_ 0 m ;> "n a) 0) E CE L_ 0 c- Im -0 40- . c 1 .00 U) 0- < I z z w mi cle) L) c*4 00 X u- C'4 _c ,0 M c: W .I.-i U) = c: U) 5 > Lu b > a) - > 3) 0_0 0 0 c L �2 Lij E C/) C/) > 2 CL CL -0 0 L_ CL C/) Lu z SHEET NO. SH 1.2 - -1--j a) Q) C-- W -00 (1) -1., -0 > C- L- L- -0 I a) 0- C 0 INSTALLAMON QUAllegi EOR -SERIES 2QQQ & I QQQ 1-Z HANG SIQRM EANEL T . a) 0- 0 " . GENW& N= = M -0 a - INTO EXISTING WOOD STRUf �� IS FM RM&4�� A,�� ga (C) TO EX'STING Wft-SEEQSQ-QE16V.V-Q-- OLM MINLI: W ,TURES 1. STORM PANEL DOCUMENT (P.E-D,) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCOROAN TAPOON ANCHORS, AS MANUFACTURED BY I.T.W, SUILOEX, INC I -u -�E - r CE - i/4'0 WOOD CM U) . a MAXRAUM &&A. DESIGN PRESSURE RATING (1k.s.f.) AND - . / - :/4-0 LAG SCRDYS 0 5* D.C. N/ - . WITH THE 2020 (71h EDITION) OF THE FLORIDA SUPILDING COM THIS STORM PA14EL SHAII NOT BE IMSTALLM AT HIGH - #14-10 PANELMATE FEMALE To AND PANELMATE PLUS "MORS, AS MANUFACTURED BY ELCO CONSTRUCnou PRODUCTS. C = ICU 7 1 �, 1 1/2, Arie, IRRIE-011, poeftAm I i 1/4*. LAO SOFM 0 5' O.C. W/ / -TO EXISTING WOW HEADER, 11 t. - =1 ZI.e WOOD VELOCITY HU RICANE 'ZONES (MMAII-DADE / BROWARD COUNTIES), - 1/4-0 LAG SCREWS PER kl)--, / - I i � I - FAIRARM) 1/4-0 LAG SCREWS 0 V 04 W/ DESIGN WNDRLOAOS SH41L BE DETERMINED AS PER SECnDN 160a OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND - 7/16'0 x 5/8' WOOD SUSHIM, AS DISTRIBUTED BY ALL POINT SCREW, SOLT & SPECIALTY CO. a) -0 0 CORRESPONDING MAXIMIJIM PANEL LENGTH 'L' SCHIEDULE MAX! UN A.S.D. DEMGN PRESSURE RAMNG (R.s.f.) AND CORRESPONDING MAXIMUM ANC !!! 1/2- MK THREADED POVIRM-N)" I f I i , f-4 , . 1 1/2' Ifin THREADED PINXTRATION SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTAILL.ED. AND FOR A OWZECTIONALITY FACTOR -0 -0 FOR SERIES 1000/2000 -Z HANG STORM PANEL (T) M=m / I � -70 EXISTING WOOD HEADER, � , / , --(�)o,ni, 114wSM& % - GR ON - ,% RD-0-85, USING ASCE 7-16 AND SHALL NO EXCEED THE MA)3MUM tA.SM.) DESIGN PRESSURE RATINGS INDICATED ON SFIEETS C. 1) MINIMUM THREADED PENETRATION KTO WOW OF TAPCON 44CHM SHALL 13C 1 1/2- AND 2- FOR ELCO PANELMATE PLUS - E ,a) SPACING SC14EDULE FOR INSIAUAINNS INTO CONCRETE & CONCRETE BL= STRUCTU A / % �, Ii 11 i I i ---GQ \ I TO MOSTINC, WOOD wim, = 10 0 1 j� .' M.S 3, 0 THWT012 & 17, 10� AND FANE'RALE FEMALE it) I , - , 7 ff ,�/ k I � � � . V WING DVE C01%)ITIM ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST 86&lO ONLY FOR PANEL INSTALLATIONS AS PER SECTIOM 1' T1iRU 4'. SIM 241, 1 / ---,@C.,L glul. S.AL.s. H D, /2' 0 0 3: \ , L - - - - 0 1, -,, * K __ REDUCED TO AS.D. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX (A-S.D.) C1) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD MAAAE UNIT SHALL BE I I . NO THREADED C: aL q MAXIMUM A-&D. --- I - 1 "#4*. LAG SCREWS a 51 a-,- e/ 11 oInt. 014,11 a" DESIGN PRESS RE RATINGS INDICATED ON SHEETS 3. 9 I & 17, 1 B. AS PART OF TIN TH PEN . DEr 'L AP�M TO A.S.U. DESIGN - � ANCHORS SPACING FOR F D. - 3 1/2' - APPLr-YXE TO y h i I A I =vv- ,'I. I/Z' W. THREAM PlIaMIPON! \ 11 CA. END OF @ IN ORDER TO VUERIFY THAT ANCHORS ON THIS P.E.D. AS TTHERSkTJM WEM NOT OVER STRESSED, A 3Z% INCREASE IN ALLOWABLE 0 LL - SECras j a \ C.3) MIMMUM EDGE DISTANCE OF LAC SCREWS. MID WOOD SHALL BE AS INDICATED IN --'IRS OFAWIMC - TWETSER"IE I I - WATION I .m. I -UM TAPCONS 1\ / To DOSTING WOW W-ADtR. STRESS FOR WIND LOADS WAS M USED IN THOR ANALYSIS. FASTENERS SPACING TO WOOD HAS SEEN DEMINUNED IN ,.,.) - � =- It FOAALI: ID PLUS MAXIMUM PAHL i " 1;, I. PRESSURE E DETAIL 1/24 * W= wr ACCORDANCE VaH N.D.S, 2018, M M RO I A14Y COMBINATION UINGTH V (K) NOTE IA it memm - " .06.0. -7" 70" OR LESS 2 9/16- SOLTM . I 1'. 2'. 37. 1 -W, MINIG ��. To CONCIIER: To CONORM ITO CONCRETE 10 CONCREM TO CONCRETE To CONCKM Ito SLOCK OF THEM I - � OF rVERY fl`M) . DETAIL I & Sn , FOR &PACT AND WIND RMSTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609,1-2 OF CA) MINIMUM PENETRATM OF WOW BUSHING SHALL BE 5/6'. 1/4- 0-2D.SCREWS USED SHALL BE 1 1/2- LONG MINIMUM %-) -5 > (P.-f-) - SIM BLOCK I I �� /j A M I I Z'W * 3,W 1 ,1/ ' Al-, POP RhV L A 01 -09 - -- - -- - -, - - , . - ,�_ J I THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REI"M 1014.01 AND #0219,02 � AS U) .66M. -M3 2 Tta' - - 12' NIA 12' 1 NIA 12- N/A 12- 1 I4/A I � & 2' (TOP) L I OF FVFW (D iP Ek END OF 0 PER w. 12-99 & ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAS 1 23.01-10 AS PER . ,.* to' 4' 5" 41 - THE WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SIT"'TURE SERINO SUCH PANELS, 70* OR LESS I we- I -- . � " - CS) IN CASE THAT PRECAST STORE OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOAMS BE FOUND ON THE EGSTING L- I - - I - . - - it' 1. 1. AR I - - C-t� IFIML 1/24 J, TAS-;l AND YAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1504 OF ANCHORAGE SHALL BE AS MENTIONED IN CA), ,-2) & C�4) U) (1) L- -41-0 * &TIED - 0,3 4" SA M.S. & WINONVr AT OVERLAP III 40X OF PANEL LENGTH S�=)+ =0 1 . (M I I FLORIDA BUILDING CODE. U) ku 0 UG&rg� " Or PANEL. - - - -i-�� ... , I 0- - - I --- 2. - 12' 1. 12* '. 1. 1. 11. v I -!!O% IA BELOW) HERNIR REOUIRM ----o ALL ALUMINQU EXTRUSIONS TO BE 600-T6 ALLOY AND TEMPER, (UNLESS OT14ERMSE NOTED). SEE SHEET 2 (0) ANCHORS $WU BE INSTALLED MOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE AWHOR'S MMUFACTUROC !E M 110- -6-0 N/A - - W000 i N/A N/A It* 1 2' (BOTIOM) N�IZ-W'014' , -1114 ALLOY, NIA N/A N/A 12 I/21 2 olle Ann Y4*0-20.3/4' I' V , - - 3. ALL ALUMINUM SHEET METAL USED AZ MMM SHALL RAVE a105 & PANELS MAY ALSO BE INSTX4W HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 �- . = +66.0, -753 - 70" OR LESS 2 it/w WA, - Spomum'- I W� . R v I I I it- - THROUGH 5) EXCEPT THAT HEADERS(D &Q SHALL NOT BE USED. -0 - U) < - To GLASS. S. . 4 - SEPARATION I Ln; wwfi.� 02 4. ALL STEEL SHEET METAL PANELS SHAILL RAVE STRUCTURAL OUALFTY STEEL ASTM A-653 ORQE 80 MINIMUM, G-80 GALVANIZED 7- N/A I 6 1/2 N/A 1 4 1/2' 1 N/A 1/2' N/A 1 3' (TOP) ,r,%-�,,. � W11.1" TO GLASS. A, No K 0 12' O.C. I � MON W/PY 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRAMR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE OVERLAP 9 - 2 714' Aen� I I STEEL OESIGNA - 92,2 k-4 (AFTER ROLU!D)� 12* N " (""MM) I rKRY OVERLAP I Cloy - I SEPARATION- I 9 ATTACHED TO WSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE� BLOCK OR WOOD FRAME 12* N/A 9 1/2' N/A 9 1/2 N/A � I I - --". :1/4*-2W/4* - TO CLASS. 1/4'-r S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON ML AS PER DIN V. Id BUILDINGS. [ , 12' 4 /1, r It. BMW V s 500�8 W1 50 "I YIELD STRENGTH AND 90 W TENSILE STRENGTH AND SHALL COMPLY W1 FLORIDA BUILDING CODE SECTION N 12' N/A 12' N/A 4' (TOP) r��-,, - I 1 2 olle Min, 1, 241 �3 1C 10. EACH REGULAR STORIA PANEL WITH LENGTHS OVER 90", AS PER SECTIONS 1. 2. 4, 5, 6 AND ALTERNATIVES IW, 3W & 4W ON - . I i I --;;-gj !ti - - - S&ARATVAI - 1.0"", 5 , r.,.9 I 1 12- 9 1/2- 1 12' 1 II- 1 12- Il- 4' (BOTTOM) I i I SECURE PANELS At 7 RESPIECTIMEM, 94AIL HAVE A LEGIBLE MO READILY VISIBLE MAJOUND INSM10am OWNER OR TENANT TO I 2r, a, I 1 .4 TO GLASS, I EVERY OVERLAP 1 I -- 6 BOLTS TO BE ASTU A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL WITH 36 W MINIMUM YIELD STRENGTH, SHEETS 4, 5. 6 WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING- * LIMITED TO 66a III A,S.D. DESIGN PRIMI RAT NO. - I I I � 11 - - 7. ANCHORS TO WALL SHALL BE. AS FOLLOWS: I t. THE INSTALLATION CONTRACTOR IS TO SM/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH F'f-� i- - --j- - . 4 I + ---- I ll ! r i I 11 I I 4! I -.111- i � � w M-EE=iQ-E!QuBEQ-rxKff,f= THE BUILDING TO MOVENT WWI" NMUSION. 0! j 11 �, , I . i 11! "I I A SEE SIM " FOR ANCHORS IYPE A, SPACING FOR INSTALLACINS INTO WOOD + REOUIRES M DISTANCE BETWEEN BOTTOM OF PANEL I � I ! 0 ;, Ii - 1/4" TAPCON ANCHORS AS MANUFACWED By I.T.W. BUILDEX. INC. (Min. f'3192 p,si.) 12. STOW PANEL INSTALLATION SHALL COMPLY *TIN SPECS DICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS FRAME SAILDHOL AND Q TO BE 112' 11 .1 Ljl/1- � P , , i - . - EIN M1WWUU ANCHOR SPACINGS AM MINIMUM EDGE DISTANCE ARE INOICATED M THIS .1 il 19 �, 1 1/4"i, x 7/8" CALK-iN ANCKORS� AS MANUFACTURED SY DEWALT INC. PROVIDED BY THE ARSDCT04 WHERE PERMIT IS APPU D TO. SCHEDULE. FOR EIL LESS TIM 010"TED ON SCHEDULE REDUCE SPACING I . , '§ ,sg - /4" r. 3/4* SOUD-SET ANCHORS AS DISRSUIED By ALL POINT SCREW, OOLT & SPECIALTY CO. 13. (a) THIS PRODUCT MLUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER 15 MOM AND DOES NOT PROVIDE INFORMATION BY MULTIPLYING SPACING SHOWN SOMMULE V TK FOULOWINQ FACTOM FOR 1t;`9M- -1 81 '� ,g I I , ,-- . � o J ( ."Goo "'Ll FOR A SITE SPECIFIC PROJECT, - WHERE THE SITE CONDITIONS DEVIATE FROM THE P-"- THIS OPERATION 70 BE POMME REDOCIM, SPACING ORTAIREM, LISM FACTOR SHALL a. I Se ji - #14-10 PANELMATE FEMALE 0 & PANVIMATE PLUS ANCHORS. AS MANUFACTURED FIT ELCO CONSTRUCTION PRODUCTS. NOT BE I= THAN MINIMUM SPACING PIDICATED FOR EACH ANCHOR TYPE AT � I I" - - I ---.I -7 11 I ;- . I - 1/4-0 ZAMAC NAILIN ARCFKA, AS MANUFACTURED BY DEWALT. INC. - ,,-, 1 � AL 1) MINIMUM EMBEDMENT OF YAPGGN ANCHORS tHTO POURED CONCRETE SHALL 13E I 31e; 2" FOR EUGO PANELMATE AND BASED ON THIS P.E,O PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, ANCHORS LEGENDL a `1�1� I, (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCR45E AND INS N INCLUDING LIFE sArm or THIS PRODUCT I � , 114LI 1�4`. 1/4'. ++ Fmoutfs Mo. oisrANce K7wm Gomm I , "o 2!� to CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. Pu2v WNUMWW `Nxr cux- I AIV OF PANEL 2 = I � " pp / -, �1,� I I - - -1 1 3/4- FOR ZAAAAC NQUN ANCHORS. ANCHOR TIN 0 to w- 3/le' 1 .1 i " " Ip /wr w, THREADED 2 1 ;(4*i-2O,Q%/4' ALE ia4fi� Ntort 1A BELOW) � j (.) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF MODIFIED. I E � -1 2 , M L 1��,�� A.2) MK-IN Ar SOUD- ANCHORS SHALL BE EMBEDDED 7/8' INTO THE POURED CONCRETE. RD EMBEDMENT INTO , 2 a � ii� - � il, i f �,/,* /1k4IVLh � t , STUCCO SHALL BE PEIRMITTEEL 11C 0-21) SCRM USED SHALL BE t 1/2� LOW MINIMUM SHOULD STUCCO EXIST, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED EIY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE , I � I' - -, -1 . `WS OR ALL THRIZADIC) W/ I = �� , 3 3 2 %/2 �M! ATIONIP 12 1/2' Om� A. ') I �% \ 14 IUAO * 3 3 3 912-.� - !/, '", I 2_ AA,�� Aeor 1C.- ) .� EAS& G�DW4 At --&12" , ", _ 4* 11 i I .1 I ) ` T M "'COOR - A. AND I MINIMUM FOR WALLS WIT14 NO STU=. AND MAY BE HEADED SCRE SGftVS 0 14EAD ENGINEER OF RECORD (E,OA.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE M= In IY2 A A- A I,- � - A )7 L4 -10 P=WPU9 !� TAM OR ;� EDGE / I I � \ a X:�,-,2-v. A/ vs.-m- BUT WITO WING NUTS, PROPER USE Of THE P.E.D. ENDORSER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE , _ I- I �I _ . . . . = PENEMPON 6 12 0 �, \ I�116G REO. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW - AN& Lu "K J5 rum R , re " _0 LAS SCwwS 0 - 0--m wy r, 1 /4 LAS 0 " A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE p I lIr MI. (2 T�4" IMM I 1�. WnL TK4READW . I I * � OF EvsTNG WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCIURE BEHIND SUCH PANELS. (a) THSN �E.O. SHALL OEM THE OM AND ORIGINAL SEAL MO SIGNATURE OF THE PROVESSK)NAL 2 1 - - WOOD LVE REOUIRED ALTERMTIVE -2"W 11 ; - Mi., 2*.4, woun vh 0 KATE ANCHORAGE SHALL BE AS MENTIONED IN A. 1) AND tN A-2)� ENO EER OF RECORD THAT PREPARED rr. ; I= W6 kmL FL A4 - - - ON - SCALE 1/4-.1- 1 PLVE $MQUIMM :-T - . " I FLA, FIAT OR ON EDGE 14. SHUTTER WAINUFACTIOTER'S LABEL SHALL 13E LOCATED ON A READILY VISIBLE LOCATION AT STORM - - L In I - I 1-:3 ALTERNATBM I AV - - I I (8) 1 EXISTING E ! PANEL SHUITER IN ACCORDANCE Will SECTION 1709.9.2 OF FLORIDA BUILDING COt ONE LABEL � 1 � \ - 1/4- 0 TAPCON ANCHORS AS MANUFACTUM BY 1. T- W. HUILDEX. INC. SHALL 13E PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE SCALE 1/4-.1- , . I BUIL%�NQ - 1/4" 0 x 7/8* CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT, INC. FLORIDA BUILDING CODE. � 1/4-0 X 3/4- SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. MIT & SPECIALTY CO lan"', �Z�I -� FLOOR TO CEILING %�UNTING ALTERNATIVE 4"W _- #14-10 PANELMATE FEMALE 10 AND PARMANTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION 11111ton I ..... %AH11114s", 1. INSIALLATIONS ARE ONLY VAUD FOR BUUDU40S WITH A.SD. DESIGN I I SCALE 1/4--i- % UP TO +az.o. -M3 pit Mo PAREI-S LENGTH UP TO S.-JO., 2 , I .....".1-"IRNOVE Tv - 1/4- 0 ZAUAC NAILIN ANCHORS. AS MANUFACTURED BY DEALT, INC A. . .... . 7 ,��'�n..�!Q , `1 '-I- . .. Lg#"� �:.t!yji ,I,+. � I - I ,eL 1,� , SCALE 1/4 ... ... A�* . . .r. 2. FOR NEW WOW FRAME CONSMUCTION: WOOD MEMBERS TO BE SOUTHERN I 9.1) MffWU EMBEDMENT Of TAPM1I ANCHORS. ELCO PANBUAATES AND ZAAAAC NAPJN ANCHOR. INTO THE ;I� . FLORIDA BUILDING CODE (Mon High Velocity Hu cone Zone)l .;�&Ene-,... % PINE ft 2, W1 SPECIFIC DENSITY OF OM OR EQUAL I - . . Y - 'I 1/4-. 'f "- 1. � � ,g&-x-.-. \�v si%z�\ BLOCK UNIT SHALL BE I R- .1 . _ , \\, _ FLORIDA IBUILDINGCODE (High Velocity H come Zons)l , : FLORIDA BUILDING CODE (High Velocity Hu came Zone). � M`ZVOL - 24 CAGE GALVANIZED STEEL STORM PANEL I". P..", I - 8.2) CALK-tN & $OLO-SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE- BLOCK UNIT, , ORtIA,` In'. - - NO. . z � ILW.IM INC. M . Eg .: No. 4 167 I.. i Avoo Tmox M STUCCO SHALL BE PERIMEM 1147 #20 SCREWS USED SAN.I. BE 1 1/2- LONG MINIMUM SH - It = 20 GAGE GALVANIZED STEEL STORM PANEL pl, (;%Tw1x- * - � z * Doviow an, LIFEW Ij.QF *: I ;*= -*: :*- 20 GAGE GALVANIZED STEEL STORM PANEL - w/vIniv, � DR z - ---- -- z - - OFAM In. AND I' MINIMUM MR WALLS WITH NO STUCCt). 11W. STATE F , -- GLOBAL PROTECTION PRODUCM, U.C. - I (;�.]Az �i- �-- ------ W/U/2m 1 NOTE , 2F W.&O"` OFe -1:1111202, - - " Z 111LIECO... � 4800 SM, 51 STRICIT GLOBAL PROTECTI IMIL. WOOD - q, .. -'- M =14 . Me HffffW-A#QER � * "`T-�-� .w &A. 51 STOW NO, y, �, o M I "`�jt " � OM)M-r45, F� (9U)M-M7 - .-- ls�h% - - GLOBAL PROTECTION PRODUCTS. LLC. DATE- ik _ � ON PRODUCTS, LLC, 0,5) IN CASE THAT PRECAST STOW, OR PRECAST CONCRETE PANELS. STUCCO OR BOARDS &E�FOU �'IOM, OANW. F 33314 -COAMMMM-W-.imBow .. - - / OEM., P;�V ly -.1 - ORAMING - 01 , ,p . - - - 20-175 . OAW- FIL 3111�UI)Wo"M, ANCHORAGE SHALL BE AS MENTIOWD IN BA) AND 04 &2)� `5WItt - `,�i*� .. .... V'S'W" - - PAM (04)0"-rA& FAk (04)00�4007 - CONIMON & ANCHOR LOMOM AAA - 20-176 K N;VA; - Rt 4WD So, 5 SUM �- EXISTING WALL. ANCHORS SHALL BE LORD, ENOUGH TO REACH THE MAIN SM SERINO - � T C ..., \ '. "fA. - / INE 0 1 � 20-176 � . t-1/ CXWQ%7I � AIL. gs r,/l/ 2;;� IE - J9, � I .w, Ml;,� , -UNA'a I FIT ..' OPAWAG NA,. TOP & BOTIOM KOMWZ CAN at covawv PHO"L. (91U,0811-74II5. 1�1 jVA""PZ SEAL,�MIINAMUK,11A% WAL RoOk Tux Pz - sw , 0, it fill L& 0 1 1 . I I 1174341�, S,,,CN,U 04-0110117 - - 1-1-1 WAY 10 SUIT ANY INSTALLATION, sw -.1 - 1 - !-.I � I--- ft., . _ .� � � 2z I I W/wr WALM A. rdlptol� tt. ! I , - - I NOTE t SHUTTIM To 4- Pl- SrAL/111111"I v,000019 . . Funton, I& # , N . - PIM-1 I IMM n Or 26 . = N -"-I - , I - f - � a-P �-----� ;;� 26 QF 21i . I I I I w M j - - i AND CORRLM13ING +2/4 1/4, 3/4, 4/5. 5/5 & 6/5 INSTALLAUTION DETAILS FOR REGULAR PANEL rl, QOMPONENTS FOR ,REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS MAX"IM1112"SIN6G.LLE�� 29 -L- SCHE INLY FOR REGULAR STORM ANCHORS (SEE SCHEDULE ON I W/6, 2W/6, 3W/7 & 4W/7 (SCALE 1/2-1 1 PANELS INSTALLATION INTO POURED CONCRETE, CONCRETE BLOCK & WOOD (t) r w" ---- SHEE-M9.10411) ---- F* - Y MAX INTO POURED CONCRETE 08 CONCRETE BlegICKMIRUCTURES --------1S.I25' (TOTAL WIDT4)--- -1) UNRIMMUNIED pAumormMunn ' r-l* MIN.-r- . � I -I v maL-I ; I -2.118r- a i I. 6 No POURED CONCRETE I CONCRETE -C . (EFFECTIVE WIDTH)---- I 1`� 103 I 9 10 OR BQMM END MM M-3), a & 19 0 D.M..(D. (D� 4 , /- OR CONCRETE BLOCK -gr OCK > .6- ! - -12,5W � I 11'wr" C i 'L------6 1/4- "j--! I . if �250 ' -1 .M* r-- I /1� . * rT-1--1-t- -r--1- -r- v , I 11 I I LAM� REQUIRES. I F .3747-, .1 MUALSACK-90* I - . ,,Sao [- 71, . . ., � 1 �I!SO* 1 .IW- MW 7 OR & to 1/2' VIC, (�j), @ or I E smoutE ON .. I ---I I /,^"�,,... . 11 .- )OO, i to- 1 ,� MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH � (SEE SCHEDULE ON- 0) I /��, 9 THROUGH 10) EXISTING POURED L- ) I 1, � f-- -L+- OR -L-- (ft.) 0 -L+- OR -L-- (ft.) 0 1 1 i SHEETS 9 THROUGH I r- - (1) CONCRETE OR " CL 0 --- I I , k�� ; CONCRETE BWqg_, , *,I .25 I � ; ] 1 1 . - 1 -4) , W of w -*- D.024' MIN. TRICK jb 1 *5 � � I r i I REOUIRED, -- A �vas CL CO I �, 1> ! 75. ft --t MAXIMUM &S�E, CONCRETE & WOOD MAXIMUM AS.D. CONCRETE & WOW / 11 F- F-- i/4' I � %r A ,/4- a'. �- C� MWWED SIM ! I . 1.671' DESIGN DESIGN --- A- 41 I I -L'-'-'-" -I CONCRETE ANCHORS w LL a EDGE 2... - I � � IM&LIAtious t L - I � I -- ------,---I I -1 C14 i ASTMI ASW . I i . � --ta I - -, -,. � L (SEE SCHO I - j Ejo, - SHEETS 9 THROUGH 10 + 4, I I i L-- OrTits. A I - - .. . 2av 12,v* 121-01 X0 141-41 fj'-01 - --- - ! a i i ! i I I !ZE C C*s X-- I : LX.; I) - / ! I I ; ----- --- 2340 12*-Ol I?' -a' 2&O to` -to, If'-7' ! i � I STORM PANEL - L- I --- - S* I I / - - -- - *d � i I t � . M C Cu ... ---2.000 1 t - GRADE 60 MINIMUM �2011- ?�l 1 25* I (P...f.) (+ 0, -) L+ III jp�..C) I+ - -) - I - % -0 C L- : G-51) "IV. -- = 111�v 1 - --- E PANELS SHALL BE INSTALLED ALWAYS 3ac I ?,-e 10'-v Jac, I 1,r 10'-7* 1 1 '&,- - - - - - I - 1 -�D � ,�D ! -F-: 0 FROM LEFT TO FUGHT Wl 1/2- LED 1-2.587--i 310 lo'-fo, io'-O* jag 10�70' 9�9` I 0 PANELS 1, - .-- -ffTS,p= W*// 6 40-20.1- ! - 1 -(D . i C: -0 C', 2 AT END AT LEFT SIDE OF PANEL - - - - ,nnNs As 0 SAL OVERLAP - I -In,,I, I, I I . I - to; . 1; . 0 91-61 9'-2- AMLICABLE) WAL" of Ban w � I (D (�) -F, TRACK (�) ANGLE wrrH STUD -1 -4 40. - (SEE SECTIONS AS APPLICABLE) I - 1/.,. r 0. I (1) a 40.0 // I �== �.� &A ; * I - -I- -C 45.0 . ol-,. 11�01 0 9�1- la,-e . I SEPARNTION �l It To t I . I i -6-1 jY1-=SXE - I � .�jj � L- -1 , . 6 0.024- (Mh..) 9,- t. 6�7- - / A / - -,-- -- - 1 -- - I I �. - TO CLASS, 11 =,%:&,.�., -4 0'r, LE =11-n ; - " , ----!� --- I . I - - I �," -1 'I 1- -1, -- L-L j ��Il, Sao 8,-4, Sao a . . a*-21 I I --- I-- F- -- - I I (SEE SC-- -+ I—- ----------- VM- L ; '10 0- -C C: ',�, 8 GLASS-, ON SHE, a) I PANEL LENGTH ', ON 1) - --- - ! � (Q �- < PAAEL�s IND Lp - 1 - A! GALVANIZED STEEL EXISTING 4-- � � 1 -4: - " " 11 r. - -3 71-9- , -i 'L, U.- Iffin. It 1, M- -: 't- *0.051 375- I 500 ' I - I , i I . � TO CLASS. (1) -- - w mIz�, . .PANEL ---- �.& 8�7- 0--a- no , ; $ i . (SEE SCHEDULE I : �- alrl 7*-7* - 600 PANEL LENGTH �ier i I i PANEL LENGTH SEE - (BE SCREW -T , &%a 71-81 I CONCRETE ANCHORS; I- - -, '. - - z 0, I --- vmx� 133-1 0270' i . 6-10 . -- - _ ____ _ 7'-2' I I- T - - ' - - -, ,A- - -1 - -- � 4, 7 - = ��- - = ' - : (SEE SCHEDULE I < 0 �5 (Z - -�- -1 - 1 1 . , ON ON SHEET 3) 1 r - F - - , . I MO , *-a, 7,-O, 70.0 -5. o'-fl, I � ( t ,-- ,. -,-- - -, U 'I " , . , � v GO -9 r D.M..(�)� (a), I � - - i R I � ON SHEET 3) 1-11 I � / ;tiiui6 1 -- , f i ��- - , -1 I � - t ON SHEET 3) a - - I � _A ( - - , S'0 .-1. Mo ;11-21 1 111�i 11 L 0 i SH 15, I -(a) 5 1 --q) � � I � -0 -1 Mo 7 0I 0,-a, tow, -0 " � - -1 -2 - -! - - ---A--j I Daang!q i u� :--' �: L (1) . 0-3 0.250'0 ,.-,. - I 14, 4�- - �] - 1"' - 1 !t 6% I i . 10 ' 0.625' - � -7* - 61-51 , 3* N" ; I � -, I �1- A07- OF "L =N� L ` I � , i i I I / I � . I 1111111111111111111 I I q1' I , lk ` I I I I � \ I I � "' � � �I � C'"' � I 11 I X / \1 'I ' - I I I / --v !I -----,r-T---0 I ,, \ 1� 'IL� - v - - 1 - - I E. t I " I 72 IS A SEP To ,E2t --i 'n � _ I i I:, - Al r, I 1] ""!"", 1 ,---2 - i II'l r � , t"--a-Ki`111` = *US " it *' A* p - ��'J�r;.�' -- , ,9 G "Or " C 0 12* O.G. --\ 14 , I ,�. L�) � (w ��, I I/e. I , nL . 17--- 1 "'O"I'll , C.ML I , T~ jr-,-- _ -1 10. H` Fm I - L 4 Ett ,I'll=- -0 It y "M r 7w- ----3 ENETRATM z P"�,,, . I 1A V. J w rzz 4 4/\,�, - I ��i Q �p r67 I '.' *TE7;�:��-, F _W4 z L 1 1 1 r--,- ---2_5q' - HEMM . � I i :, I Sao 7�,;?' W OIL* US C,p 77 -- Mo. . 1 50. i CIA.' I I L � . = L C) L i- OR @0 8,110 71-01 6�5* no 7-0* 0'--,* I' Mon. , ! _(D (1) I I 21 L: " 63� 2/4 4, ,3/4, 4 , 5/5 & 6/5 " "- i -w,1#-MI' � � 7`1 OF 'L' I ! � ----2.25Q- i I-. - - ! Its ,-; i I V /� � > -5 u ------ 90.0 61-0* -2" 90.0 01-91 ". 1. I W/6. 2W/6,, 3W/7 & 4VV/7 ,f tf4p* 5 1/4' O.C. � i MA" / /, 3: , -11, -� t'- is A" -i�,T -- a' L* L*/ I , " �, P/ "I I � � " I � .. f ROUNDED CORNER 0 ENDS OF PANEL'S . 1-1 I i I . (1) - � I 0 6--g- $--a- va fr-7 � --------- --ANCHORS (SEE SCRODULE ON SHEETS 9, to &11�- -,----- ----- � 1, � ! ; � (1) - -0 ( Aft �wsl - �- 5,-Ia* - � ! � -----±!.- I L I Eb g/ , � - w � Lt. I- - J2T . IODO - E.� i i i t.O. I i : I //g 1 �> , C / " /� 2378---j , --I � L Z ' / I I � : (NIT.S) -,- � I 10110 e-51 � I � I � � . I , I � i 4@ � � I CC i � OTW PAM rao REQULAR SIORM , PANEL (1) ELEVATION . ,,I 1-11- I ... ...... .--,.'--- "I �i " I I � --- -q � E C: � r�M `DF - i - I . - ir�j' 5,-4* 1 ,/4- Mo. GAP I : I � >t -P�& 2.5w I F PAWL Dosm"S 0 12 1/7. at- I j 'I APPLICABLE); �091 I -1 , i 110.0, I MO I ...- � M V) C 0 �- ! , , OvEw -1 tox Wum � I I 50" 00 I I - :3 e7 � i 1 067'_ (�) 3 KEY HOLE MHER I I --- 1 !, .--- L, - 51-11 760 - i � -r-i-4 _ � � I (�) KEY HOLE AT PANEL -, --- - (WK WNI* M NASHER HEAD CONCRETE BUM i, CONCRETE ANCHORS 1072* ; � -- itas 4,-10,1 I FWQUIRW. I : (BE SCHEDULE Of __j D - (. - - i -A - L 11 � L-- I/.-- ss� .. W/ RAIT - --L----t I I -M--. -I w SEE SHEET 6 MR ADDITIONAL flo$ 1 - I t @-----� -k.�,- I I smus 9 THMUG44 10) �, 2.ij4- 1 3. - /-\ I IF I 2 It/ rl* .a. , -5 E , � La I 7=`Z�� ./Ikl\i I I `�/Vmwa\ /-\[[ Z-,q - 77- /-\ , !---IALIVOATE ,vL -1 i I - �, r, C I I I I I 7w - .81, � UMffATKM F SLEM LENGTH IS I J'. In Wit ONLY WHEN SOLD E . . � ! ; � : pst- . . . 77 � > 1 I - � - - 125 ONLY MAJO FOR INSTALLATIONS KM 1/4 �, ,---/ I �-/ \-F/ \---- / i(� p � �-- EXISTING POURED CONCRETE I I MINIMUM SEPARATION 70 MASS SCMEDUILE ----. GAP ! /-,--,% ; OR CONCRETE BLOCK I � I tui ALTERNATE CDNCRIFT�- L CONCRETE ANCHORS ; ARE USED. REQUIRED. I i ; MAXiMUM SPEED 4 170 -P.h WIND SPEED > T70 -P.h N.T.S. ANCHORS I i . �-01 -r.114G.2ft.TWOUEN.m. i ! � 1-"O' L- SLEEVE 2 1 a ; F F- It .,2r-� p WOW STRUCTURES. Mkx� 5ECjQ-N-A---A , . - (�) MAX, LENGTH . L ; ---I . WIND 4-- -.- � ' . ! 3.7�50' (SEE SCHEDULE ON v -2.QW - -' 2 � PANEL LENGTH SU=ERED Wl STUD - -193 i � � 2.000' (I.) URNMESTRAMINED (SEE SCHEDULE ON 2648" . .125' � . ti"wm SHEETS 2 THROUGH 10) SHEETS 9 THROUGH to) �.118 )I I 1. 1. (1) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GM POSITIVE A.S.M DESIGN LOAD. � . I I 30 OR LESS 8 1/4- WAX ALLOAMENE PANEL LENGTH FOR A GIVEN NEGATIVE ASLO. DESIGN LOAD. *0 . .. . . 750' mo_* 1. 7 1/2- 7 1/2- (2)'PROCEDURE TO DETERMINE MkVMUU PANEL L04M (�) 'U" HEADER : -1 1 MR.) -- 1 >33 TO 90 (�) REV. 'N' BUM la, �-q- t L- � GIVEN A POSITIME AS,D. DESIGN LOAD, DETERMINE MAVAN PANEL LOON 'L+' FROM SCHEDULE -I. ... TO, S. .77f I I . I—- 2.oac.-� 1 1 f;;;v1-z ----,--- 7 1/2- -7-,77-1 GIVEN A NEGATIVE ALSIL DESIGN LOAD, DETIAMANE MAXIMUM PAWL LOON 'I-' FROM SCHEDULE FOOL MAXIMUM ALLOWABLE PANEL LENGTH IS EOUAL TO THE MINIMUM OETSINALINED PANEL LENGTH BUILD No NQ WALL MOUN ECT MOUNI (R svin 1* M" --_j SET. -L+* Me *L-1. . . . I rIM11yu At (1-0) ANGLE , . - 7 1/2' I (3) SCHEDULE 0000 FOR UN. PANEL LENGTH FOR POROSfrf QUALIFICATION. I ffiff wAsudo Rao . -3 OD0`.` - W61-111 ALLOY ""I"I kLy A-JA&kh k!N rAMLL-pammig SCALE 3/5-1 SCALE 318-1 SCALE 3/8-1 .374' , "' " "' ki-1464!Awfa FO A GIVEN MOUNT t "sTALLMONs INTO WOOD ARE LIMITED TO � 95 p..f, MAX ALSO. DESIGN PREMM 'In i 41-15P� FJQ/,o� IMNIMUM PANEL - � I-.-- ---- . - I �b\ (USE ONLY FOR E-Z HANG STORM PANEL BULD-CUT LO-OUr 9, 10 & 11 FOR MAX� ASA MlGN LOAN A, MAIL PANEL LENGTHS FOR I 11"Ito tell- . -. I 1. � rW .470' .276' .052' VN1,EN$j -!.�i SYSTEM) 6063--T6 ALUM, ALLOY 1. I .U. 11s^M51 "F� 1% M . DIRECT H *r -I- TRACK W SPACER &S IISXD� .. �%.. ,., ! "' "" "** . - x MOUNT TRACK '14. , .... ,., ,., ,., ,., E ,., I - � I I`---r----- 41( .., '% �ity Hur conat Zone)] TOIR cuasulabi, I " I 1-1 11 I '- -p-It- HU cone Zone) ', Velocity Hur cone Zone) . . . 1.61 - . .. CE . , . 15� � 1. - � No. 44167 1 FLORIDA BUILDING CODE (Amn High Veto III, . . FLORIDA BUILDING CODE (Man High Volocify - . FLORIDA BUILDING CODE LNan High . I 1. 1. So. 4e �. it � 1.000 @ ,256'- 5*. * �*z 62020 Tk= r,p. I DIRECT MOUNT 48" 32' '. w .. 1 02M TRACe. w- FAI 0202(l ULTEM - r� - I * tli Mo1a : ".. 1 - 1 "bo'! i - _ :W:;Om:� .-,W - f I j m . j' , I. \110" ,12r ;�. �"Sl, F-J-1 .- �* Z . W. 24 GAGE GALVANIZED STEEL STORM PANEL DOMAIN, In- I -4lot '. I 24 CAGE GALVANIZED STEEL STORM PANEL i 0.4416 24 CAGE GALVANIZED STEEL STORM PANEL owa III. 11 - 1, � -` STATE OF - zz - I.S'X14' STUD ANGLE 1. 1. 1 32* 32� 42' w 1. = * ., : i "Ne" a'. = * � I - ---�., � M SCE SECTIONS- GN*-- .". - _ _ = . * , - " !� "O" 'C' .Iii w/p/26H, COMBINATION OF OM: * E I , wlv/� - NM F /17/2020 DDO' A. -- mv,L I ' ' ; IN.- \ GLOBAL PROTECTION PRODUCTS. I.I.C. ONT-1 "F* TRACK 1. '. I 1. ke 67, so, 1. � FATE OF z4;;3-- 111LIEC0,111C. GLOBAL PROTECTION PRODUCTS. LLC. am E.D. EDGE DISTANCE z mq-L�- j 111LIE C 0 INC' GLOBAL PROTECTION PRODUCTS, I.I.C. " OAM 1%, - 4101) &w. at STRIST '. '. I - 4800 SAL 5 STRW SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE - Tumt �1 A10C) &w. 51 s"Ins, .204* , - "'OK � !M� AN str 3er S, 1. � - �111`---711- -% awf4 0=14 " �,--'O,'-- ,to nv, , - . 4'. WWI, FL ='. � -� , " ,f - 111LIECO i 1. 50" Sal , ;�� TILIVITTIRRINNO. -!F,- ( ae- M�- !v � tv, - -, 20-175 - (".1wits-7mb. rxi,- DIU)sio-am -111��. ..- �/,/ - - -- - - � PHOle (W)M-r�& FAX 044)=-X� 20-175 .r� - An! sm 20-175 ... M 0. on SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY v -OUI -F- g BUIL12-OUT "E" TRACK @ & (PO WASHERFO WINGNUT ��-,-, * I.I.-A -!`��---IALMOMvll* - w"`* " M" IFULD-lov, 7- - - - � 014 - INSTALLATION. ----- �� - \4 / = " 1 locWt - I I 5W 1 32' 22- 1 387 I ;;�1_7i�a- 55, - f - I -I I- ORNAING N. to 40 �� ORANK ft, 0� allILD --- 69,J!%'! w/ SIDE ezap I VA CA-0006719 I I C.-OOMIs I - RACK ANGLE CZAMAC 3 ALLOY) P,E. SDAL"JOHAnammm WALM A. TLW &� Pz --" Siall 2 OF to 1"Im WRIA, A. r J`.. P.E. ",;" m00- wIvin , Tw Jr, Pz ----7-f.l - . -- ------ - 1 44,67 I . i - I I . I -- - - I , 1 15mg ! I +- sion 3 ar to I If$ -- - - - MAIM U, I "Iltz I I I I I I I I INSTALLATION QETAILS FOR BEGULAR PANEL �D INSTALLATION DETAM QQ8 REGULAR-2-AbI I Wd) INIQ POURED CONCRETE OR CONCRETE MCK STRUCTURES 7; 7�� /" 114-1, I 7 ��--,T7`V"'�-, 1- K - - - - ------- T- Min, I ` 1. R REGULAR FANELMINT9 WOQD I I ,� I �j - � I SEPARATION I --0) I ,�"'- ;/ - / i - ,-, - to.. .- I 1// , " ALTERNATE CONCRETE �/ --- --- 1, -� . WOW ANCHORS , � _,, , I ,-� �-- �, - . -TSEE SCHEDULE ON ,/,*-zo;�. (a. SCHMULE I^N-Iftl' / /I ALTERNATE LEG E)UsnNG POURED CDNCRE� / '/ --- , I . w- ON SH IMM -1 --T-� . ANCHORS LOCATION I � . r-TSEE SCHEDULE ON ' - , I -><', I ! 5 a w 3) 1 4-.8- ClAnI) M �� '1-1, � I CONCRETE ANC14ORS , ��, �>--,', i / 1� I ----4) It 1 � Avuo rw'lr�o I ---U)CATION OR CONCRETE BLOCK .11�/ I-� / SHEET 11) '-� I " I so"S . I SE414 REOUMED. /-/ - 1 -,:v",I " -- EXISTING POURED COOCIBI i SHEETS 9 THROUGH 10) - I�Je ___ . �,�, ---' ,90we a 1/4' am � / , / I / � � - , ON �, OR CONCRETE BLOM : - , --1) /I I ,� U) ($EE REOUIRM. .11 � i� L 1 ,-, I / I =1 EXISTING: WOOD -40 &:=. to I I � - 'V Mo. To BE CV'T-'-- . "I r I I 11 FERNATE LEG \ / Z`\ / I, / It - --I EIISTRI REGI 7- ,-----E.0. CONCRETE ANCHORS �, I I / �� "', . , . � �� i I 1 � GLASS ANEL LENGTH ARCE1fTECT PRIOR TO SIM- , I I El,,nhl�� _ CATION WOW HEADER � / , . - U2 ,MOOD ANCHORS � � 1� I I I . WSTAILATION. i / 1� - I � _0 a) I \ ,/ �, - I . . SHEETS 9 - I � , , I / 411. . nNaff i (SEE REQUIRED � I i (SEE SCHEDULE / I " I I v (SEE SCFIEDULE ON- \ -/ u I i I ON SSW le 11 ANCHORS ALTERNATE WOOD) ANCHORS ., -, . � -.. � i -7 1* Min. I (4%, -,., I -4) I SHEET 11) �� - zltm 01 I �-�. I -- WASHR HDA] (D v- I'i,* so wes"a � . I i 4 1--�/z ;,I&. 4111 I SIM � tbtt tg,HEDLJu ON (SEE SCHEDULE ON � 7A, I .� . . SHM - SHEET 11) . , V, f- 94 ILA W/ oiur 11/4- MALIXX VIA SO" OR 11/4�- M" ,� - , i _SPACER_ OF 'L ! / " - , 0-j-EO- . -- t MAX, I r& - 1(`I,�t le i � , , . " . j " /1, I i 1 4 / � 4 . /2' _-- � 0 12 11-e O,m = i TIN,: s4s. 1,4I. W/ NuT -1.1-1 I I I I 111�7 1, i - LENGTH MM I I r �, , _j I J QD r-_____-i -n=L--4-- O.m i , I WOOD HEADIEZI t -� I" !i. \ i ED I ; L ; 1/4' HEAD � , i I , 112- i - . I ------- �i . - � L, � I I � I 2- , �, I .. I r --,-! REQUIRED x i t � � I - .� WOOD = -*--a w I (SEE . ON �' - i, - I � "' If -4.1-20,11 11 i I - i Min. I 1 Min, " I �� : ---- I -ocn. - � I I 1 I � I I I R ED Dj - I I SHEETS 1) THROUGH to)! t/.o -----). I / , I I � i \ I---- = i;=4E:-- ) 1, � 11 -, z- ; I i . NfAp� ; If i ; ED ; � q .'! \ 1 , I I �;, � ; I I ; � i � . 0 '14. am : v u.- ,I/ "I I /I ; -T GWLAI�� *-- -+--a - - , i " I , 1) " t-- t / / '! j � PANEL LENGTH I . -------L--j i 1 *4-4 0 6 1/4' = I II,I u I '. . I I L4 $ I' MO. LOW ALUMINUM SPACERS � ! WOOD ANCH ; " I (SEE SCHEDULE I I 1 )4) 12 1/2* ON � � I i i i i � I . %99 � � IiL I ; i U I ,I Lo D.C. (SIBE TAM 01 ON SHEET 11 . t (sr, S�Co I I � I 10,11 ON IN wi A, ` - BELOW FOR LIMITATIONS FOR ! i � . =3 M i 0 ; 9 roi� SP _:> 1 -01 I Lril uu � I SEE NOTE Min, i A I ON i - -T ! I ; 'L' MAX. I � it 1� I 1 - w, 1 -(D ! I I --(a) I SWARM I a t 1 1/2* LONG SLEEVES. EPAPATION ! ' � > I Z� � TO CLAM, . ON SHEETS PAWL LDOM -1 GLASSL(SEE I I I I I-, . SCH, 'r wy- I , . _ I I � (1) I � 9 -=---.-1 1, - � AT a i I PANEL LENGTH I tr t� � L&,j-j-- V�,'.% .1 - ---- 11 ANIAL ION TO GLASS. 1 �/&4'1-� � I (SEE SCHEDULE 9 A 10 F SEE SC14EDULF (SEE SCHEDULE It I (SEE SCHEDULE . � SCHEDULE 1 /401 I - I L ;:� *9 SEP -- UNINH 00 Y.�r ! : W ON SHEET 3) -DR !-( i t ON i a) R I AT � aj� i min, SEPARATION 'TO CLASS. i ,I: I 0 1 i - - ir.a�.o 1 � .-PANEL MATE FaWl 10 0 PANEL MATE I l I - 'L' Mo., I _ a 6 � 4 j==, -'-�e--:--, -.1- � - i ; PU'S (SEE WHwulur OR SEE SCHEDULE ON SHEET 3)' (SEE SSCHEEDULE ON - " SPACER 0 1 ON SHEZ 3) ON SHEET 3) t- L-L - 1 t 1 _ _( o I �- ---- --I PANELLENGTH L- -� � -)1- I ,/,..-".,. I I sHaT I 1) I L- --�!RErr !I= - =00, U-1-1. � ' $.a. SOLIS W A. Mo' ,1 Av,�. . . O= "I., M... F- . w Fat Foos. � I 1 4/1 PANEL LENGTH I L-1- -o' � A � . . A.- (SEE $CKED LE t- " I I PANEL LENGTH on r I 11 I I _L7 k0 �----------------- -1. I V-// I � If- pll-� - 11 - ----1 PANEL LENGTH f11 ------- I --- --- A— I - I [W--i- I . . -, a . -41 (SEE SCHEDULE - - - " - =%sla .1 EXISTIN I (SEE SCHEDULE I �W� � - I Il- ON SHEET 3) 1 1 (SEE SCHEDULE I zp;" i . 0- � I -1 - I ON SHEET 3) -- -�- G 1 STO GLASS I 2�,,4% - I . Lem CAR 7 ON SHEET 3) --q) f "CoEST-1 I -,) ! r I =A-, . 1--i I GLASS- PSISE SCHEDULE- 11 --- (j) PLATE REGUIRED I agni I CDL TO GLASS, ! I ".ISTINH I I I - ----- I I ( I ON StRB:T 3) 1 1 i � ------ -1 I I . . DIRECT MOUNIT IN ER 6 I V--- t (SEE SCHEDULE L ,- I � I I AN Sht, � zU e SPAC - - ., x I --'V'- -1 I 1�--�- i I : i If I I . I I � I i OF Ic I 1- - i * I - - --,--- � (n 0 1 OF *L' 4 LIERNATIVE 2MC i � ; I I i t ! ----(:D i : 1---V I I I i -0) � � : � < I MAX. : I � I I � i --�* � 5" . I OF 'L' I . . . ; i : I ,- SCALE 3/8-i' I i : I z i ---(�) . I I a �� i i I I I ; SPACER, 56X 1 56X , 17 -4" 0 12 1/2' O,C. SEE TABLE 1 ON SHEET I 1 FOR MAX, PANEL LENGTHS & � OF v MAX- � ----t---j _ ; OF 'L' : I -1 AM. &S.O DESIGN LOADS FOR THIS INSTALLATION, 11 . I i I -V I I I .. - �! I 0 12 1/2- MC. I I `11 /7 1 &4- �- -@ "- 1 - I'll, 1. I i OF 1 . � ! I I MAX, I I W, i L , 11 I , i _---j 0 : L- I 1 1 - - I � 0 12 1/2- O.C, 1 i -\ --- 1 - � I � � -- I I , WIT, . I i ., , I I - -@ r I -- I i I a) I I ' . E[I It I I- � =3 , I- , I I I I � I I - -L 1-1 4� . . � � . tLj ------ 4 I L11 - -.; , I 1��----- � ED , , I . -- I -�� .11 � I I � ill. L - -0 CONCRETE ANCHORS i ; : " i ----400*, �" - I I ew o �1/0 am 1 1 4 17 7-151- --w "t- . 12 1/2- O.C. I-- 11 I I EM � . (SEE SCHEDULE ON I , ------1-- &- - -� I I I I - ,.I.--. ---,---. .-.---A ____j � ; A, C I -A A) CONCRETE ANCHORS I c . 11 Lll * * IN= - 1 I . I . � WOW L , 1 IN �", I,, \ � . -7 SHEETS 9 THROUGH I --'---j ---_-�" - "� , - � �11----, -It ,�,, 1 1 i " STAGGERED W/ STUD I- I =tPOL"N" '- OF WALL OR SLAB to) V, 10) 2 I1r LONG MO. ALUMINUM I— I ' � ' !I '- (SEE SCH I I � r-- � ! i� ,�! ,� 11 - -, (R - RED I ALT. CONDITION) , * OJC� VALID FOR ED �', I I 1 � t EDULE ON NWAM 11A M", RE I lx um IF, F-- 0 . AND PANEL � 11 6- WOW z ��' sliNo PoURM CONCRETE I ;iiI5kiG-N �0� - ,-- I -L� if � � I � I I - � � I - . SHEET it �-- -- "116 2*.4' - 1 -- � t I "' �� --\-V ANCHORS " I RM CONCRETE BLOCK EXISTING POUM CONCRETEj � LENGTHS PIER SHEET 3. � I � � I 11 I ) (1) INCOLIAT" Is LIMITS) TO A ONE STORY DIALONOS WRH W-O" 11 - 1111, REQUIRED REW ZDO RED AM #1 ON 1* MR. SEFARI TO CLASS 01=71%) LE i "--- - --- - -1_11-- � � 1 , . SHEET 11) a - CONCRETE ANCH OR CONCRETE BLOCK * I. 2,x4' N� i i � 11 i ",. i !i L--U4 i \ U T::::� . � I , i ; " MAX MuOt ft" 9=Dw FxFnwo;rm . �, , .1111, UIRED WOOD *h= I I I If _-1 *=,Mo szffi� Aw WOW ANCHORS i ; SCHEDULE ON (SEE SSCHEDULE I REOIJIRED. MAX. LONG ALUM LIM SPACERS 0 PLATE REOVIR-Iff �z -,I Ir- ,I 11, �! oLkow Nowr - - 2 1/2' D.C. (SEE [IN , I �-� 4�1 I *.4' WOOD (SEE SCHEN qN--'L , Cu SHEETS 2 at 10.) ��, i 1,,� �� t SiAIGGERED W/ STUD SHEET 1 1) - --- - �� 1 � � ! t, - I E-D t � ,j!OOO ANCHORS I %&= ' ILATIE FtEOUIREID -- ,� I , fl (SEE SCHM ON �-j,%� -4- � li I �, . i " �� wZ4, owl;r - , M ZM-0o=x7`vw.z "M1L.wM11aT1111rL1A OA I- . . - 7 11, � t-� "I �, - , - I I I I , I i � I 000-LJW mm ONS M A 113"WItIOW FROM t2 11r = SPACING ALLOWED ON - W�, -,� , 4 I , SHUT 1) sww 6). 2 ---- ----L , 1---� J 0 a) CEILING AID EWOR MOUNTING BUILD -OH ,tOUNTING �, t � (1) MAXIMUM[ M 00" PRESSURE V WALL MOUUNG JRJR WI(SENERS 139) OR �'.. � i . , I 7 1 ?ATM IS .6% 65 P.4 (3) WX 24 CAGE PANEL UINGTH M LMO TO W AT AW OPMAIG 0 Cn , SECTION 5 -� -- -1- DHIS 0 A RESIRICTION FROM L16WM MU LENGTHS ALUM ON 5LQuw" sm V (2) "" STOW PANOL LINGIN AS ScIalium gim 11). SCALE 3/8*1* SCALE Sta-1, SCALE 3/8-1- w WALL MMM IRECT MOUNT FOR MOUNTINQ BUILD -OUT MOUNTING CIO WALL MOUNTING ALTERMATIVOE 2W (4) I 112I LOK SIMCIR COWMW flok WIALL SE AS WrATID 00 ALTERNATIVE 3W AUERNATI[VE AW " {3) =.A;%2Z-.&"14E01-11`L SCALE 3/5-1, INIM 2. Ma'"Ma" or I I,w UINC V*M &A n mov WLA FOR WIND ZONES 1, 2 AND 3 #3 COMM Iff ASIM Sow �/S.l- -I* ALTERNATIVE IW C_Hfoa 1111111111 SCALE 3/8 L. M SCALE 3/8-1- (4) MMJAM sw"wMD FOR WIND EcUNNOSIANDARD AND, THE 2020 (7% MON), OF INE FLOWN "A I ZORN 1. 2 A 3 PER A7 Cox I :.... '"Ov"INU.6% 19u-m IFFIHINJ% zzZ�, � ... - I"t -%, - -�� O', 77T. 1 ..�r * . . A!ZO A , �e� 't 4� , . . �49 , N �� K...... - . . w 0. ; ........ . ... NCTES-. . .. = ,'�' 4 e , .. NOTE FOR fOMBINATION Of SECTIO : -- ocffy Hu cane Zon*)l .4:N --`�CEN **' N=A . W.�`\p -. . ft :' No. 44187 " I III' - " se%-- - ',-. FLORIDA BUILDING CODE (Mon High Velocity Hu cone Zone) I .. - FLORIDA BUILDING CODE (Non High Velocity Hur cone Zone)l zllri -- FLORIDA BUILDING CODE (kon Wigh Vel 2 I : .1 a. 44167 * I `2020 xnam - r� 1. INSTALLATION ARE ONLY VAUD FOR MAX, A.S 0. 02020 11111CO, w- F.p 1. INSTALLATION ARE ONLY VAUD FOR kW. A.S.D. z . -*2 Cow x1foo. INC. F.P. 24 GAGE GALVANIZED 57M STORM PANEL NOTE EM CQMINMN OF SEC71ONS: ' z .' No, 44167 ", 1 24 GAGE GALVANIZED TOP 4k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS 24 GAGE GALVANIZED STEEL STORM PANEL < - z z : - STEEL STORM PANEL I -q,. STATE OF .: z OUNIN ft. z , :* ORMIN A`,. DESIGN PRESSURE RATING (p.s,f) AND PANEL LENGTHS = * . - wa a'. COMBINED IN ANY WAY TO SUIT ANY - -� , bI B-31T. * . E 47/27/20" AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - * * :*E - -- --- -- AS PER SCHEDULES ON SHEET 3 .:; 0, . , �r. ..;!� I - ;TI-VISM z FOR COMBIN&WN QF SWTIONS TOP & BOTTOM MOUNTINGS CAN BE . X, INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD ---�- .- - - i -o*. STATE O� OAAO MEMBERS TO BE E.D. -( EDGE DISTANGE 1 -��'.., STATE Ok�-. - �� 4� GLOBAL PROTECTION PRODUcTS, LLC. Q,,M COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) � .P*, _- �;E GLOBAL PROTECTION PRODUCTS, LLC. o""n"oo" ;� GLOBAL PROTECTION PRODUCM, I.I.C. bm- SEE SCHEDULE ON A SOUTHERN PINE No 2. wl speciric X� - _ 13,� . �� !�, I � -. - _�- A100 S., 51 SNOT DENSITY OF O�55 OR EOUAL ��- - --11 - ' z I If � 't,k - ----- ----- AWL FL. MI. TOP & BOTTOM MOUNTINGS CAN BE - ASOO �*. at STREET INSTALLATION. CT M. MEL ZMM.�L. - W& M 333 4 WAKE FL 3UI � 11A.- I I P"aw- wRao-Torik FAX- (954)M-M7 PHONU E� I IF 4- - � `"`=!-1p`Q - - 20-175 - v 20-175 . _� 'J" , =" - - -175 .7, 1 ! 11 ��, "-,':�:.' '01`11 A 9 2. FOR NEW WOOD FRAK CONSTRUOTON: WOOD a* sw - - R.It � -76.5L FAIL, (".),wo-ow SHEETS 9 & I 0) COMBINED IN ANY WAY TO SUIT ANY i. ,�, /Y�~ . - � ,� ., -!U 11, � =MZr )"p-IIIIII. r� timixeg-law, 20 PHONE, (wwimaq . �K-- - 2=11-01 Cow!" ft , � ft I - < INSTALLATION. �V' MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC - i� �. I -�- - OAMANO ". - - CA-axonto "' I - I DENSITY OF OL55 OR EOUAL. CA-0ow's , I -�g Qiq - 6 w to P.r. SoAA/w%AnoREAA1t �00001`10 , � I ##if a �� OWER A. TUA �. ,.4 SHM I or to -i jwsv*x�,siRAfuN�ItAvrF VA.W 4�, PX . rAANN..w-*viAN,,UNI I r 'LUVAI 07 , . I I 1� .1 I FLORDA U, It .1 . I i I '. I I FLAMM .------ =rluku- I I I I I I I I a- � SHEET NO. 0 SH 1.3 - -Y11�i�flffl-x I I -1 -� - I - -- --------T- , I 4 --T--T-1F i; 1, T,-I!jjjI ij, Nifli 1, J, ;dt �j. 11 11 11 11 . I ui I I END CLOSURES DETAILS FOR INSTALLATION IN POURED CghlCRETE. CONCRETE BLOCK OR WOOD STRUCTURES: VAUD FOR REGULAR. LIFE SAFETY & E-Z HANG 5TORM PANEL IT SYSTEMS OR -POURED o"C"E'L WNM-,E am on YAM r"* WOOD FRAME 5'M"_T6`A2' MW ALLIAL 11 (a) & REQUIRED !r ARGUE WK, 114't . 1 3/� 2 1/2 TAPCON 4 2 =10.r Mk,,. NOrRITE 10) FRAte POURED 1 1/4. 1 V4' TAFOGN REQUIRED L_a) OR(# AN04OR 0 IV 2 1/2- 4' HALF PANEL 1/4' _j v CUT` t&TERNATE LED ar 12- O.C. 2' �05' LOCATKW VARIES 2' Ir .4w 2* 1 W< L <M� ALUM. ANGLE OR Nr� ON* 3105-9154 SHEET 1'_7T_T7""` 2. __TRACK METAL ALUAL REW PJXF 31015 0--/ 1 IT".) REOU41ED T �77 T L� - SM-111 ALLOY I CON't. AUAL ANOLE -vc -\'!' M 1/.' ? SOL:.' IV,. Mn* 0 12 ox, '03-H . 09 00113-Ts MILO, w/ACHNUT C-L Ah- A4QLE CASE A (PLAN) CASE B (PLW CASE C (PLAN) CASE D (PLAN) SCALE 1/4*.1' SCALE 1/4'-1* SCALE 1/4--l- SCALE 1/4--1- SOLID-SET OR CALK-411 OR ELOD PANELMATE W= AT I FEMALE 0 NO OCK _WW OR 09 I.Sx POURED COVER OR 2'�4- WOW i SIODS OF CPO" (MI!,L POWL - CONCRETE BLOCK FRANC RODUM IQ 11) r.4* WCOD FRAME & APPLICABLE I OPENING WIDTHG CONCRETE. CONCRETE REQUIRED K OR 2*.V WOOD FRANC REQUIRED I OR4 \< VAFUES .(2) FWAR —PMW- it. WILL (NEVER Cur END X MO. DISTANCE 1-M) -CASE 0 (PLAN) SCALE 1/4".1' VAUD FOR DIRECT MOUNT INSTALLATION ON & of, EAlse IP CERTIFIED PAM INISTA"TION AT WALLS W/ No. 44167 SURFACE LM VARIATIONS WITHIN 3/*- FLORIDA 13UILMNG CODE (Won High Velocity Hur Done Zone) CASE E (PLAN) CASE F (E 4E I.P. QNQQ TLT= W_ 24 CAGE GALVANIZED STEEL STORM PANEL WAIN In" SCALE 1/4--l- SCALE 1/4'-1" RIO, GLOBAL PROTECTION PRODUCTS, U.C. 11LIECOm CATE "10, Oil m &W, 5 $111m OPME, F_ M14 20-175 (W)KRIP-76W PAX (051109-57" 'i— PL M4150MLIKIDAn CA-00067" I - am a or is MAXIMUM A.M. DESIGN PRESSURE RATING (padj AND CORRESEQNDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REQULAR MRM PANEL M INSTALLATIONS INN WQQID STRUCTURES (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. ks.n' DESIGN PRESSURE RATINKS MAXILAN ANCHDRS SPAC94 FOR ED. - AS SAM ON SHEETS 6 At 7 APPLICABLE TO ALTERNIANN" 'LL r"' OF THEM MAXIMUM PANEL LENGTH v OL) TAPCON LAS SCREW PANaJAATr FaME 0) PANELMATE PUTS WOOD ausev; 13, Ir 13, Ir Ir 1W cmp) 13* Ir Ir 13' Ir Ivr (BMTOM) 6 1/2. 6 1/2' 5 1/2' a 1/2- 6 1/2' 2w (TOP) - - 6 1/4- 12 1/2- 6 1/4- W 2W 57-0 OR LESS 8' 1'. 3w (BOTTOM) 13" 13* 13* 13* I-r 4W (TOP) +45. -45 OR LESS 13* 13, 13, 13, Ir 4W (9311011) 13* Ir 13, 13' 1/2. IW (w) Ir Ir 13, 13* 1W (WTTOM) 5 1/2* 6 1/2- 6 1/2- a I/T 6 !/2 2w (top) - 6 1/4- 12 1/2* S 1/4 2w (Efrit.) >w-or 41/2" 4� 6 1/2- 6 t/2. - 3W (TOP) 14 TO 0 4 1/2� L- 4 1/2* 7 1 r - 3W (BOTTOM) 1 IS 0 1/2* 9 1/2* 1. IF e 4W CrOPi 13r ir 13" 13, a 1/2' All (BOTTOM) SEE TABU #1 FOR MAX. A_S�D. DESIGN LOADS & MAX. PANIEL. LENGTHS WHEN SPACER 6 VIS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1 0 TO GLASS, MAX. AS.O DESIGN PRESSURE RATING (PALf.) MAXIMUM ANCHORS SPACING FOR to. - AS SHOWN ON SHEETS 6 a! 7 APPLICABLE To '&=T"Y" FOF THEM MxR, AKIM PANEL LENGTH K) TAPCON IAG SCREW PANELMATE FEMALE ID PANELMATE PLUS WOW Wg4m 13. Ir 13' 13, 13* 1W CITO Ir Ir Is* 13' a' 1W (BOTTOM) 6 1/2- 6 1/2, 6 1/2* 6 1/2' 6 Ilr 12W CTUP) - - 6 1/4- 12 1/2" 5 1/4" 2W (8011-) 5'-0` 7' 1/2* a. Ir - 3W VW) OR LESS 7 1/2- 8, 1. - 3w morm) 13, 13, 13' 1:17 ir for (w) >+45. -45 TO +75, -75 Is* ir 13* 137 ly 4W (BUTTOM) Ir Ir 13' 13, IV 1W �75 13* 137 13, is' 6 1/4, 1W (BOTTOM) a I/V 6 1/2' 6 1/2. 6 1/2- 6 1/2" PR (TOP) - T a 114- 12 1/2' *L� >5'-O' 1/2- 5- 7 1 Ile -LiL (TOP to r_v _1 5 1/2. Ir 12* 1 13' 2* 5 1/2, 14W (TOP) 13, 1 Ir 1 13* to* I- WiTOM) S�a TAahr it MAX. ALS,D. DESIGN JLOADS & MO. PANEL LENGTHS Wi" SPACER USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 - I TABLE 01 A A.S.D. DESIGN LOAD MOOMIUM PAREL. LENGTH 40 PSF OR LESS 6'-8' > 40 PSF TO 50 PSF 6*-2* > 50 PSF TO 60 PSF V-10" A MAX� PANEL LENGTHS ARE ONLY VAUD FOR IN ONS W/ PANEL MATE 11PILILLE ID OR PANEL MATE PLUS ANCHORS & W/ " �fpmkt�qz 1/2. D.C. IN5JALLATION DEJAILS FOR WFE SAEM PANEL(J) INTO POURED ONQREJE QR CONCRETE BLQCK STRUCTURES _gWURED 1/4-0 TAPCON EXIStM POURED OR ANCHOR a r �C OR CONCRETE BLOCK BLOCK MOMP -e w— PANEL LENGTH (SEE ELEVATION ON SHEET 12) L/2 X-17 BLOCK 1 1 u vr I I _J UAAn PRwS__ 12 1/2 O.C' emffimLs SEE SHEEM 15 A, if FOR ANCHORS TYPE A, SPACM FOR INSTALLATIONS INTO WOOD FRAMIE &AD"& MIMAKIM ANCHOR "OeM AND MON" EDGE OWAHM Aft INDICATED 00 TIM SCHEDULE FOR E.O. I= THAN INDIGA10 ON SONEDULE RIMUCE ANCHOR SPAM By OTTIPLU SPACM SHOWN ON SCHEDULE BY THE FOLUNIND FACTOFM FOR THIS OPERATION TO BE POS5MILL REQUICED SPACM OBUINED USING FACTOR 94FLL NOT BE U= THAN MINIMUM PACRIC INDICATED FUR EACH ANCHOR TYPE ON THIS SCHMULL Akow TM MWMTE itefiRAL, Awam WAM MOK OK FACM tf EXISTING I CONCRETE CONCRETE REQUIRED, 1,'�LPANEUkM1'1 AN I.,) WALL WOUNTINGS SCALE 3/8-1. "C MAX 6 ' FARM LENGTH (SEE EUEVATQN ON SHEET 12) (VAUO ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & -5) MM, A.S.D. OEM PRESSURE RAT94G 10-1-1 MAXIMUM ANCF40RS SPACM FOR MIN ED. PER SCHEDULE BELOW APPLICASUE TO !NY 22 MAXIMM PANEL — IL7 VC) MAX A.S.D. OEM — RATING (P�v.) MAX" ANCHORS SPACING FOIR MIN ED PER SCHEDULE BELOW lu� g=I — (it) TAPCON SOLID -SET' PANIMAJAKIME 0 PLUS ZAMAC-MLIN CAUK-Qk1 To =CRETT wXw 03MRETE TO TO 10 70 CONCRETE TO OF THEM TO COMORM To != To CONCREN 70 CMCft TE TO �m — TO o""E" 2& TO CONORM PX +45, -48 OR LESS Ir ir Ir 1 13' 13" 13, 1 ir 13, 13, 13, ir 12r I (w) 5,-4r OR LESS +45, -45 To, +65, -m 13" 13" Ir 11. 13" 13, Ir 13' ir I Ir 11 1/2' 1 (TOP) 5,-Ir OR LESS 12r IV ir ir ly 13* 1 Ir Ir Ir 13, Ir ir 1 (907TOU), 13* 13' Ir 13' 13' 13. 2r r Ir 13, 13' 11 1/2' 1 (BOTTDM) is, 13, IY 13' 14" 13, Ir Ir ts' W 13* 2 crop) 13, is, I r Ir 13, 1 r Ir 13* 13* 13, 13, 11 1/2' 2 (TCP) Ir Ir is, ly Ir- 13" Ir Ir 13, Ir --T:r Ir w 2 (BOTTOM) Ir 13, 13* 13' Ir Ir ir Ir 13" Ir Ir It 1/2' 2 ?WF5M_) Ir 13, 13, Ir 13' 1-31 ". 13, 3 crop) 13, 13" 13* Ir Ir Ir 13 1. 1� 1� i,i , I— r !L!�T 6 1/4* 6 1/*' 12 1/2'12 1/2. -Ir 6 1/4' 6 1/4' 3 (BOTTOM) 12 1/2-12 I/r 6 1/4- 6 1/4' 12 Ilr 12 112� - - 6 1/4' Ile 3 (BOTTOM) Ir o, a' Ir Er Ir or a' W a" 1 8* 7 1/2' 4 (TOP) Ir 5 1/2* 6' Ir 11T r 7 t/2- d, r g' r 4 (TOP) (Sixtiom) r - 1. - a' I - 4 (00170M) 13, ir ir Ir ir 13, is. ir 13' Ir 1 5 Owl 13, 13 13* Is,_ Ir 13, -4;_ F 13, 11 1 -1 I r Ir Ir 1 13" 1 13' ir ir ir ii 13 1 _7F 13- Ir Ir Ar 13' Ir 1 13- Ir I j37 Ir I Ir 13* ir I Ir Ty Ir 13' 13" 5 (TOP) 13* 13, Ir Ir Ir Ir 3. 13* 13, 13" 11 6 1/4' 6 1 /4' 6 114* 6 1/4* a Ip - - 6 1/4 - 6 1/4- 6 1/4- 6 1 1, 1/4- 8 i/4�1!. I r 13* 10 1/2- 13- 7" 1 r 7' 7 1/2 5 1/2 13' 4 1/2, 1 (w) M 1 V-4* 13" If. 13, 13, ir a i/v ir a 1 /2' a 1/2- 8 1/2* i3l 5 1/2" 1 MP) TO 2"' 1 I r 7- 13, 1 r 13- 9 1/2 13- 9 1/2 10 1/2 7 1/2 13- (Ir I (BOTTOM) 13, .7 Ilr 13, 13" 13, to" Ir to, it" Ir I r 6 1/2* 1 (BOTION) r 5" 1 r 10 Ilr Ir 7' 13* 7' 7 1/2 IS 1/2 13' .4 1/2' 2 (TOP) 13* 1. 13, 13, jr 8 1/2* 13^ 9 1/2* 9 1/2" 6 112" 14' 5 Ilr 2 CW) Ir 71 13" 13* 13' 9 1/2 Ir 9 1/2 10 1/217 1/2 13* 18 1/2" 2 (BOTTOM) 13. 7 1/7'1 13" 1 12r Ir Iw 13- to- it' 1. a 1/2' 2 (eanom)_ Ir 7' Ir Ir 13. 2 1/2 Ir 9 1/2� 10 1/217 1/2 13' 1 6 Ir il/4' 3 Crop) Er 7 Ilr 13, Ir Ir IV 13" to' IT' 1. 13, 6 3 (TOP) - - 12 1/2-12 1/2' 6 1/4- 6 1/4- 12 1/2- 6 1/4 - - 6 1/4'1 ; 3 MOTTOM) - - 12 1/2-12 1/2' 6 1/4- 6 1/4' 12 I1Z 12 1/2' - - 5 1/4* I!1r 6 /4' 3 (bottom) 7. r 8" 5 1/2' r 3 11r a, 4. 4 1/2' 3* 6 1/2* :r 4 (TOP) 7 1/2* 3' a' a. 71 4' a. 4' 4 1/2' 3 1/2- 6 1/2' . '/ Y 4 a" 11r - 7 Ilr 4 (BOTTOM) a. - - Ir - - 6 1/2' - d13* I 7 1/2' - 4 (BOTTOM) 7- Is- 13, 1/2 ii _IIF 13' 13- a ilr 13. 13. Ir I to. I ly w it, w 13' 6 1/2*15 (TOP) 13, 7' 9 1/2- IY 9 i;F 113 I/r 7 1/2- 13'_ a- 1/2-ri-i-soinw-ii 13, a Ilr 13, 13' 13* 1 10" Ir to, it* w 13. a 0, (WITOM) _23- 13, 7 1/2- 5 Ilr 13' 4 /2-16 (TOP) 13* Ir 13' 1 1/2* 9 I/r 5 1/2* IS" I/e a 1/4,16 144 6 1/4-16 144 it I . 6 1/4- 6 1/4-16 SEE WMET It FOR 44NM TOPIC Or SPACINQ FOR 110FAV.004 INTO WDW fft" SAU)"AL "MM AMMOR SPACIOX NO NAMARA EDGE OWANCE ARE INDICATED ON THIS SCHEDULE FOR ED. UMS THAN WOKATUD ON SCHEDUUE REDUCE ANCHOR SPNONG 91 MULTIPLYINIC SPAC010 SHOW ON SCHEDULE BY THE FOLLOWING FACTORS. FOR TIeS OPtAkTION 10 BE POSME REDUCED SWWO OWAINED MHO FACTOR 9041. NOT BE LESS THAN MINIMUM SPACING 004ATED IN EACH ANCHOR TYPE ON IRS SCHEDULE, 1/411. ANDPIOR TVPE VOWN SOLD-817 PA4bMA& "3" 0 ZeMe-Maim CAUK-44 ARM" mom VACM (1.) 3 3 3 3 2'p- 2,/2 WANAWM Ir '1/r r 3 ; 'Ir 3 3 11W 31/2 3 I/r AMK Em mum MA) FACTOR ___ Eiw-- Q63 IS USED. SM &g)ft MAX. A.�.D, WHEN SPACER X IS D.M., (�) .1 r-mr-3.1- �' !IT (SEE SECTIONS At ALTERNIATYVES ON SHEETS 13, 14, is &IS) _*R-IA/13. R-2A/13, R-3A/K -1110 A-18/13. R-29/13. R-38/14, R-11AW/15. R-20/15. R-3AW/16. R-118W/115. R-20W/15, R-30W, 0 0 0 0 0 TABLE All A A-IM DESIGN LOAD MAJIUMUM PANEL LENGTH 40 PSF OR LESS a, -a. > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 51-10" A MAX. PANEL L04GTHS ARE ON.�,Y VAUD FOR INStALl ATIONS W/ SOUD SET ANCHORS & IN/ " SPACER AT 12 1/2- D.C. 3" WAX. 11 MIN. T 7--- LAR v !%4t Pm :L /4*0-20KI"'S.& BOLTS I (USE FOR F N OVER 1 ---------- Ft 'IN PANEL EG" ST J, - UK STOM FM EL --- --- t -J 1/4-0-200, GateAT EA. it =A13ON 0 LIFE PANEL BOTTOM C RIGHT PANEL ?A/111 R-3A/14, R-116/13, R-29/13. R-38/14, -2AW/15, R-UW/16. L*R-19W/115, R-29W/15, R-39W/16. (SEE SIECTLONS & ALTEFtNATIVES ON SHEETS T3. 14. 15 UFE SAEM STORM PANEL (1) ELEY-A—TIQN (t) REGULAR 2-Serr SCALE 1/4--1- STORM PANEL (WL 01!et-11 MOLE VALLEY) ------------- 7�� VAX PANEL LENGTH 8'-e* 0 +40.0. -40�0 II.A.f. (W1 OVERLAP MID PANEL UDWHI SOLT) 7'-S* 0 +5G.O. -54.0 P.J. CWIO OVERLAP MIND PANEL UOWH Bolin USE 2,-r JOIN, PAREL LENGTH AT ALL MDL*JTWOS 3 t INSTALLATIONS ONLY VAM FOR WIND 1: �51 I SPEED UP TO 170 ..Ph, 7/4' WAUK. GAP PAINEL. LIFE SAFIEfY PANEL FLORIDA BUILDING CODE (Mon High Velocifty HAI canit Zoned "M INAM W_ EIRIGH Z. �_. 24 "GE GALVANIZED STEEL STORM PANEL FA GLOBAL PROTECTION PRODUCTS, I.I.C. SECTION A SCALE 1/4--1 A "'JUT mr-O am --- - - � P" 51 STREIT DOC 11. 33al 20-175 OR"'w �- n-1 11 pq INSTALLATION DETAILS INTO - I __ i- - F_QR UEE SAFETY PANEL!d) WOOD SMUCTURES -T "T�' -T—, -T- Tr -T7 F I k' _;j� �41:PCON 0 r O.C� .'C. TVV O.0 I ZIA TAP OCON =R 9* G�C. __kAL R\ "/A. 77, VAX. .......... 1/4 MAX. 7, H, 1/4- Mk.. I MIF. I ilk i i —Did a ;5 �4' wxj% w Eio I ko On FOR, wwa T-0 4 OM r_r 1 U114", (MEN, PANEL LENGTH It 6x PANEL _T' M_ I PANEL LENGTH (WE MWITON It 1 'V ON SHEET 12) 11 1 PANEL LENGTH E� LENGTH 1 (SEE ELEVATION ON S4EEr 12) (SEE ELEVATION A (SEE ELVATION ON SHEET 12) ON SHEET 12) It 1 I MITI, I TO CLASS. a F—IAIIXA— It L/2 21 U. GLASS, I J 1�2 TO GLASS + /Ir IMC Eb. 1, k2 11r; eo. _44 2W.. 4 21.4* WOW __L41 t- PLATE Nff jj�o -0 TAPCON 4 APCOH V..; REQUIRED ON 2'.4* WOO — ANCHOR 0 9" O.0 STAGGERED W/ STI �D 9, O'C. STAGGE�4 W/ STUD OC. =111D 2.4* WON LATE 0; WOW \ EQUIRED REQUIRED fi L AM �W�M WALL MOUNTINGS SCALE 3/B-,. JALIMN &PHIM, U flMMEL WALL 110199HUNGS Itk� SCALE 3/8-1- INZ Sp FLORIDA BUILDING CODE (Won High Velocity Hu cons Zone)l d= 1xim W_ F.J. 0.44167 24 GAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATION ARE ONLY VAUD FOR &S.D. DeskGN PRESSURE RATINIGS (p�.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. STATE 4 ILIECO# GLOBAL PROTECTION PWOUCT% LLC. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC OP 0.55 OR EQUAL TFULFT 11111"1 41100 awl 51 STREET 0�"' 0 R ID PHOM (944 FAX, 20-175 ........ ,or DENSITY ww 10 OF to MAXIMUM &S.D. DESIGN ERESSURE RAT[INQ (2j, _.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHE2UL& FOR REGULAR SJORM ANEL(I')INU& )NCRETE A CONCREIE SWICK STRUCTURES (VAUD ONLY FOR PANEL (j) INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEM 4 & 5) MAX� A.S.D. DESIGN PRESSURE RATM MAXIMUM ANCHORS SPACING FOR WIN ED. PER SCHEDIJUE BELLOW APPUCAENLE To, S%TIONS IF MpkV" A'a LENGTH MAX. AS,D. DESIGN PRESSURE RAnNo (P.-JJ MAX" ANCHORS SPACING FOR WIN EA PER SCHEDULE BELOW APPLICABLE It PANEL LENGTH 1. K) TAPCON I SOUD-SET FAH`Elfi� I PA"BELMATE TAPCON I SOUID-W PANEIMATE FEMALE to I PAXEJUIATE PLUS ZAKW-WAM I To CONCREM To W&M TO COIC11111: To to TO TO M 00.0110TI To cowavor TO Cw'�� TO owcaut .M to To TO TO TO TO OF THEM >.Ss' To 75, -75 Ir il" Ir ir Ir Ir Ir ly 13, 12' Ir 1w I (TOP) OR +75. -75 To +11 11,11" 13, '. Ir 10 11r 13- 6 1/2' 13- 6 1 7 i/r 5 1/2' Ir 14 1/2' 1 (W) OR LESS Ir Il' I:r 13' Ir Ir Ir i:r I:r 12' 13r 10' 1 (SOTION) 1.3, 6 1/2" 13* Ir 1.3" Ir to' 7 1 ly It- Ir 13- Ir 13- Ir 13" ir 12" 13" iw .2 Cw) t3r S' 13, to III" Ir Ir Ir 13* 13' Ir 12* Ir IW 2 (BOTTOM) 13' r Ir Ir ir 9 1/2* 1 sr" 9 1/2 10 TFr TI W Ir 6 1/2' 2 MOTTOM) 13, Ir 1r Ir ir ur 13* 73' =(.P) jr r jr 13- t3' 9 11:r 13- 9 IIV 10 T/2' 7 1/2- Ir V 3 OVF) - 12 1/2-17 1/2- 6 I/W' 6 Ile 12 1/2-12 1/21 - 6 1/4' 6 7/4- 1 (FICTION) - 12 1/2-12 1/?� 1/4' 0 1/4- 12 1/2' 6 1/4- - - 6 ile a I/v 3 (BOTTOM) a 1/2' 7' If- 4 i/r 4 CIGLP) 7' ar 6 1/2' 7' 13 1/2' a' 4' 4 1/2- r 6 Ilr TI/F 4 6 F)P5 4 (BOTTOM) 1. - S, - 1/2' 4 (BOTTOM) 13' Ir 13, 01 12- 13" 1 10' ,r 3� Ir 1 13' 13" 13' 12" 13" 10' 5 OUT704) Ir 7' 13' Ir Ir 9 1/2' tr 9 1/2' 10 1/2' 7 1/2* Ir jr 5 Morrov) L3 it' r 13- Ir ir 13* 13' 12' 13* IV 8 (TOO Ir S" 13' IQ 1/2' jr 6 1/2* 13' 8 1/2' 7 1/2' 5 1/1' 13' 4 1/2* 6 (TOP) I I L4 a 1/4' a VIV i-11-e - - - - a Ile 6 Velt ca=") a 1 4 6 1/4 e 6 1/4 6 1/1- 0 1/4- 6 1/4- - 0 1/4'15 I/r.6 (Wn�) Ir 7 1/2- 13' 13' Ir IV to- it- a. Ir 0 !L2: I (TOP) TO I:r Tr to 1/2' 13r 6 Ilr - 13- 6 11r 7 1/2� 5 1/2- 13. 4 >V-8" TO 7'-5* 1 I 13" 7 Ilr 13" 13, t3' 10 1/2' -1.31 Ir 110 1/2"11 1/2* a- t3l 7- 1 (WIT014) 13' 6 1/2' 13- IS- Ir 9. Ir 9. to' 7 1/2' _ 13' 1 a I (BOTIOM) 13" .7 1/2'1 13" 13' 13, IV ir to' I It* $' 13* 8 1 /�2' 2 13, 5. 12r 10 1/2' 13- 8 1/2-1 13- 6 1/2' 7 1/2- 5 1/2- 2z 1 !. 2 (w) 13' 7 Ilr I I Y 11' Ir to 1/2' 1 r 10 112"11 1/2' S* Ir r 2 (BOTTOM) 13, 1. Ir ir 13" 19 1/2" 13' 9 1/2' 10 1/2" 7 1/2' 11 1! T2 2 (BOTTOM) 13' 7 i1V 1 13' 13* 13' 10 1/2' IW 10 1/2"11 1/2" a' Ir 7 a (TOP) Ir 7' Ir Ir 13' 19 1/2* 13* 9 1/2' 10 1/2" 7 1/27 Ir I V 3 (TOP) - - 02 1/2' 12 1/2'16 1/4� 8 Ile t2 1/2- 6 1/4" - I - 6 i/4� 6 1/4' 3 (BOITOM) - - 0 1/4'16 1/4' 12 1/2" 6 1/4' - - 6 1/4-16 11/4' 3 (BOTTOM) 7 Ilr '/2 I! r a' 8* 4 1/2' 5' 13 Ilr 7' 3" 4 (TCIP) 7' 8* 5 1/2' 7" 13 112' 1 e 4 1/2* 3' 6 1/2' 2 I1r 4 (TOP) S' S. a- 4 twirm) Ir 6 1/2- r 5 1/2' 4 (BOtW. Is, 1/2' 13* Ir 13. 10 1/2 5. 11 1/271 a �7 Ir 5 1/2* Ir Ir Ir o* Is (TOP) 7 'Ir Ir ",_ MI 13' 13. t3. !2 2: 11 1/2 13-4 FI( BOTTOM) 13" 7' 2' JY __13 1/2 10 1/� 1 1/2- — 11 6* 15 laoricu) 7 13, 10 10 112 7' 1W) Ir 51 1. il�/2- 8 1/2-17 1/2- T 1/2- 737 - - 4 1/2* 8 (TOP) 1/4 1 _1/2 1/4,118 =--) - - !.1(4 -16 114- 6 1/4 - 6 1/4 -1 - _ , - - 6 1/4 - 6 le I 0 (W".") SEE SHIMET 11 FOR ANCHORS TOE A, SPACM FOP WRAUATIONS INTO WON WAW OURDIM01. wn" mom SPAVM AND MINIMW w" OWAACE ARE mcom ON THIS; SpHMUE, MR 19'CHEDILVE =,E =- .3=0 - xamz —REDUCED —SPACM0 OBTAINED USING FACTOR SULU NOT BE LOS 7" MIN!" SPACING OW-00 FDA DCH ANCHOR TYPE ON THIS SCHEDULE. ANMM TIM TAPON; we" ANCHoR SPACING (kL) 3 3 3 2 Ilr 1,/2 NOKMWM ;�_� 3 3 W zi-'Ir 3 DWA#a :4 3 . 3 'Ir 4 ACRK WX IBMIANDE (ED.) FACTOIR I 'Ir 2 Itr - linj SWINGS ONLY VALID IS USED. SEE 11 FOR MAX. AS.D. DESIGN LOADS & MAX. 71.017=19WHEN SFIACER a USED, TABU #j A ALS.D. OEM LOAD VMMIUM PANEL LENGTH 40 PSF OR LESS 6.-S. * 40 PSIF TO 50 PSIF 6'-2' * So PSF TO 60 PSF 5*-10* A MAX. PANEL LENGTHS ARE ONjY VALID FOR INSTALLAT16NS W1 S" SET ANCHORS & W/ " SPACER AT 12 1/2' OX. FLORIDA BUILDING CODE (Not INSTALLATION 12ETAIU FOR LIFE SAFETY PANEL In INTO POURED CONCRETE QR CONCRETE BLOCK SIRUCTURES ;��014_6 0 S* 1/4"# TAPCOI!�,__ ANCHOR 0 9 0,C, REQUIRED. 1/4"0 ANCHO It Y/ A4 CONCRETE BLOCK F®R ................ 01 I' MkL SEPARATION TO GLASS. FX TO miss, ONUS IL SOLIM am It K 'L' IAXL 0 'L' MAX PANEL LEINGTH LENGTH 9 6" PANEL LEIbGTH (SEE ELEMAMONI (SEE ELEVAT*N a 1 (SEE ELEVATION ON SHM 12) ON VEET 12) ___j ON SHEET 12) 12 ANCHOR 0 91 O'r_ Ej%RE.D CONCRETE OR REOURRED, SECTIO AL REGULAR PANELS 2 LYEFISMAWFANEL WALL MQVHDNQS SCAUE 40-1, SM SHEETS 15 A, 18 FEW ANCRORS ax"= T%w I- ve� TYPE A SPACING MR INSTALLATIE145 Ditc "Okow NOR" mom "Now 01) waac, FLUX bututt"ek. MINIMUM ANCHOR SPACIMR5 AND MINMA a EDGE DISIANCE AM *W-kTm 01, THIS SCHTIDUAL FOR! LIX LESS TWA "CRATED ON WHEIDULE REDUCE ANCHOR SPACING By MIALII --WU - SCHEDULE By THE: Faw"Lo FACIOR& MR TM wmwm TO BE Aossxff� Actuff. oz coma M FMACM REDUCED VACINS FACTOR SMALL HOT BE LESS THAN 0." MIMMUM SPACTHO 40CATED FOR EACH ANCHOR TYPE� ON THIS SCHE DOLE ED ED 80011 4 12 Vo" 1/4-0 TAPWN 0 91 ox� CaET=D CONCRETE OR MOUIFED. TAPCON 1 0 a, O.C_ POURED CONCRETE OR -' BLOCK REOUflRrD SUMON R-2A 0, TE—GULARPAMLS WAL600,1114110114, RNM A. "IN. 0 f �,%�WGS I It__n Uff PANEL ............ . .4416 i FLORI BUILDING CODE (Non High Velocity Hur cons Zone) S STATE OF M "Lim INC. 24 GAGE GALVANIZED STEEL SIM PANEL IORi z GLOBAL mTEenON PRODUCTS, LLC. DATE. CaMPAN" AN. __ n. .1. 51 saw MIL FI_ 3W14 "C"E' (SUI�73-M FIw los.)Sw�ww 20-175 QRNNH0_ PiL fEN'SoNaLME/cAtt It= LIUA, ZVI 411" or is INSIALLATION DEIAIL,$ E0_R LIFE SAFETY PANEL INIQ WQQD STRUCTURES 7 _rD HEADER _rW HEADER CURED WAM -=T 4) 112 - 1/4-7, 1/4 MAX I MAX 2' EXISTI GLASS FOR :61�0 MALX� PANEL LENGTH PANEL LENGTH (SEE EI-VATIC)N (SEE EUEVAMON ON SHM 12) SHEET 12) I* Lon TO GLASS. 11 0--SEIIARATIbN GLASS. L/2 J_ vr ac 60. 2*x4o WOOR 2NAI" PLATE P LATE ACQUIRED PANELMATE PLUS REGRARED 1/4-0 PANELMA7E PLUS t ' I j �-, i H A/19.. 12 1/2' MC. t ANCHOR 1 12 1/2* O.C. :BNATM 3BW to LlFr4w—PANE WALL M-OUNJINgs N Tlk� ':S SCALE 3/8- 1' o.44167 I FLORIDA BUILDING CODE (Non High Velocity Hu cons Zone) 02020 TATECO. W. I'A 24 GgE GALVANIZED STEEL STORM PANEL 1� INSMALLARON ARE ONLY VALID FOR MAX, ALS.D. STATE OF * iz, ft DESIGN PRMURE WINGS (p.&J) AND PANEL GLOBAL PROTECTION PRODUCT% I.I.C. LENGTHS AS PER 0"AMON ON SHEET 12. 11LIEC0.114c. "'P PRO &w. 5, 31TRIET 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD /ON AL _-T c, DAVE. P_ 33514 1`�' (04AN�� 20 -175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC A- _e (04)oo-754�L DENSITY OF 0.55 OR E"L CA00w — DRARM �� Px WA"w"nw-mm "Lw A. Pz 11"wit of Ul > =3 2 0 0 Co 0 M Cn 0 0 0 LL 0 =; Lu '+_ 0 Cu > .u) E 2 U) '.+0 Co z z w mi 0 0 C") 04 x LL 0 04 -C C: 0 M C'j < — a) D < < ru < > E q: 0 0 Z3 r: L) > > 40— W U) Cu > 0 L_ U) CDL 0_ (D 0 C- 0 CLL a) M w SHEET NO, SH 1.4. _11,,EZ1/18, F"EZ1W/1B ANCHORS -(SEE SECTION EZ1 ALTEIRNWFNE EZIW ON SHEET 18) Min. 1 tz-, (SEE NOTE 2) (SEE F(A) NOTE 2) 3/16'0 ALUMINUM LAST PANELO TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE e TRW Ij2` 0 ? PIR D DLE CNIDE W/ REAR RAN TO FACILITATE INSIAI.J.ATION IF INTENDED TO V_ INSTALLED FROM INSIDE OF STRUCTURE. AT 2 PW PANEL I NOTES (TYP.) i Box OF V (1). 8�� OF SERIES 2290 E-Z HANG STORM PANEL SYSTEM (END PANEL) (INTERIOR EL) IINTERIOR PANEL) (INTERIOR PANEL) (END PANEL) I I I OF PANEL + Cont. TRACKS TOP Ar BOTTOM. SEE NOTES 2. 3. 4 4 SEE NOTES 2. 3. FELS SHALL ALWTSBE C NNECTED TO BOTTOM TRACK V'o' (2). END P BE A STOP BAR MAX HEX L DIE PROVIDED AT TOP OF SUCH PAN I),. PANELS. /EL LEN all, �0,0 Pf. 47 D* (3). IF END PANELS ARE rONNECIED TO BOTTOM TRACK, CONNECTION N *1-7- + SHALL CONSIST OF 1/4'o-20,,25/4' M.S. W/ 7/8"al WING TED PANELS W/ . 20al i NUT OR 1/4"Ox2l/4' I THUMBSCREW KID TAPPED BOTTOM S.S. OVERLAP TRACK. LOCATION Of FASTENERS MAY BE AT EITHER OF TWO (SEE iNulln OAPPI CARLO EXTERIOR FLAT FLANGES OF END PANEL. (4). IN CASE,.IHAT END PANELS ARE NOT CONNECTED To BOTTOM TRACX ( ., A STOP BAR IS ONLY USED AT AT LEAST TWO PANELS $HALL BE CONNECTED TO BOTTOM ZK USING SPECS INDICATED ON NOTE (3) = IN SUCH CASE, CONNECTION OF [III fit T PANELS TO 80770M MAC y OCCUR AT ANY PANEL LOCATION. 0 SEE NOTE 4 L 1* NA., S 7, Min. t INSTALLATIONS ONLY VAUD FOR WIND L (DW/0 W% , , a �ff. SPEED UP TO 170 .,p.h. LEM SECTION EZI ALTERNATIVE EZIW ON SHEET EZI/18, EZIW/18 TYPIC L 4TI9,N _EQR 5ERIES 2000 E-Z HANG STORM PANE (1) SYSTEM SCALE: 3/32*-l' 2-687.(Wu 1/4* Mo. NAP 7 7 7"1 III GAP, SECTION A -A U SCALE: 3/32"-l' FLORIDA BUILDING CODE (Non High Velocity Hu cana, Zone) w2o TILTEGA. VNc,, 24 GAGE GALVANIZED rA STEEL STORM PANEL Z Oaaffi, BY. STATE 0 11LIECOTHM GLOBAL PR07ECTION PRODUCTS, ULC. qGRX 20-175 .... ... =�ran 04,;Isall I- (O.A�M? cee"No IN, 1009 or Is 111DIFIRDS U., A ENGINEERING W Er4GiNE:E:RiNll3 ExPRErm-s PRE30LJCT EVALUATIoN REFa13RT September 15,2020 Application Number. 170SJA - R2 EX Project Number. 20-31543 Product Manufacturer AM American Shutters and Glass Manufacturer Address: 1540 Donna Road Vbst Palm Beach. FL 33409 Product Name& Description: 249a Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report Is being Issued In accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61 432010ft FA.C., for statewide acceptance pw Method 1 (d). The product noted above has been tersted and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and Is, for the purpose Intended, at least equivalent to that required by the Code. Re-evalustion of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: - PRODUCT LUATION DOCUMENTS FX drawing #20-31543 titled '24ge Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)', sheets 1-5. prepared by Engineering Express, signed & sealed by Frank Bermardo, P.E. is an Integral part of this Evaluation Report. . TfST REPORTS Uniform stafic structural performance has been tested In accordance with TAS 202 tee standards per test report(s) #BT-ASG-1 7-GO1 by Blackwater Testing, Inc. Large missile irripact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAB 203 test standards par test report(s) #BTASG-1 7-001 try Shackwater Testing, Inc. . STRUCTURAL ENGINEEPJNG CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparefive andior rational anatirl to quality the following design criteria: 1. Maximum Allowable Spans 2. Minimum Allowable, Spans 3. Minimum Glass Separation 4, Anchor Spacing 160 SW 1210 AvtNuE SUITE 106, DEERFIELD REACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM 0 ENGtN EBBING EXPRESS. COM ENGINEERINGEXPRESS.COM Y " 77. T - ki7 i.M� - ALT=ANATZ BUULDNXJT T, IITN "11. _�O, �13 M 1 HZILLII, q - A_� a 2, I-T C 3, �1 111MV ENGINEERING Page 2 of 2 All American Shutters and Gian - 24ga CWvanized Steel 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 faclifiles. Impact Resistance., Large Impact Resistance has been demonstrated as evidenced In previously listed test report(s), and is accounted for in the engineering design of this product. Mnd Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the respective Product Evaluation Document (i.e. engineering drawing). Installation This product shall be installed in strict compliance with Its respective Product Evaluation Document O.e. engineering drawing), along with all components noted therein. Product components shelf be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of Oft product shall be in strict accordance with the respective Product Evatuallon Document O.e. engineering drawing) as noted herein. AJI supporting host structures shelf be designed to resist all superimposed loads and shall be of a material fisted In this product's respective anchor schedule. Host structure condificirs; which are not accourited for In this product's respective anchor schedule shall be designed for on a sit"pacific basis by a registered professional engineer. AH components which are permanently instailled shall be protected against ronosion, contamination, and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVFIZ)- Respeeffully, % Frank Elennardo, PE ENGINEERING ExPRE*_0 #PE0046549 I Cert. Auth. 9885 A 11 all 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 306-9999 TEAI ENGINEERING EXPRESS. CON ENGINEeRINGEXPRESS.COM N� 11 �l 'All I �_C�:]I,NT-_. el ul IL?1P.- 0 1 '. N Z I M ,q,>j ilt EL Eir) It! LU 0 ILLJ 11b 002; 1 20-31543 1 IN,51ALLATION MAIL$ EQR SERIES 2000 E-Z HANG STORM PANEL INTO POUREQ CONCREIE, CONQUIE BLOCK AND W09D STRUCTURES -,I Tr7 _11,010, TAPCON CONCRETE 9UDC1K ANCHOR 0 12' ILC, I/*"# TAPCON 14.1' HEX HIM TEX A\ �14.1" REX WAD TEX ANCHOR SCREW 064- FROM EDGE OF 9 E.6. � _� �m__ 1 1/2" N172 1.9 .1 UA GO 70 CLASS. NINUM POP =4 TO GLASS- F. A I ! E;. RIVET RIVET I vi a -MAI MAX. 1.1,4r -- a, a BOX . a -1 PANEL UEN97H Is 11 PANEL LENGTH �T I' San, 0 SEPARATION /4= THU E; 11 TO GLASS, 4-111 OF MRSCREW F AN, 7 -0 TAPGOINI ANCHOR J/4 0 12. D.C. 1/11`4 T"CoN snNG POURED 4a4� WOOD ANCHOR 0 le ON OR CONCREITE BLOCK REOUIRED REQUIRED. WALL MOUNTING SLOON EZ1 Ab� SCALE 3/8= 1 SCALE 3/8-1 00,01% E . .. % FLORIDA BUILDING CODE (Non High Velocity Hu cone Zons)j NOTES* alt MIN. PANEL LENGTHI 67 IKI'm m = . .441 I . INSTALLATION ARE ONLY VAUD FOR MAX. &S.D. DESIGN SHALL BE 2-6" 24 GAGE GALVANIZED STEEL STORM PANEL PRESSURE RATING +/- 40.0 p.s.f. AN -q%. STATE 0 PANEL LENGTH. IL ECOai.. GLOBAL PROTECTION PRODUCTS, LLC. M S.%, I sylw , Vi. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD DAME, FIL 3331, MEMBERS TO BE PINE No 2, SPECIFIC %*%= =4cW_-_V. 20-175 SOUTHERN W/ PHONE.. MR*_, DENSITY OF 0.55 OR EQUAL 'Y10NA Monello, - Sam US or Us ALL AMERICAN SHUTTERS AND GLAS S 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HIVHZ) MAXIMUM ALLOWABLE onk Fr. DESIGN PRESSURES: FAS NOTED IN DESIGN WIDTH UNLIMITED -(PERP, To PANELSPAN) TOP MOUNT (CONN_ T E. TYPE AS REQD) SECTI ONS OFITIONAL A' -20 STITCH T -SOUTS WITH WASH RED WINONUTS FASTENED 0 OVERLAPS 0 NUDSPAN (USE APPROPRIATE SPAN TABLE) 14 PLAN VIEW DESIGN NOTES: SCHEDULES POSITIVE AND NE13ATIVE DESIGN PRESSURES CALCULATED FOR USE WITH S' HALL BE DETERMINED PER SEPARATE �N'13ITt4MI:'ZRl�S.-T�'.MIASCCORDANCE WITH THE GOVERNING. CODE FRESEU RE RErRFMENTS AS .TE MINE I. AC ROANCE w H ASCE 7 D CHAPTER E.� OF I., FLORHDA BUILDING CODE SHALLAN L, BE LESS THAN OR PMQALTOTHE POSETIVE OR NEGATIVE DESI CN UP CAPACITY VALUES LISTED HEREIN FOP, ANY ASSEMSLYAS SHOWN. GENERAL NO TES: L THIS SPECIFICATION HAS SEEN GESTIC NEDANDSHAULBEFAURIGATEDIN ACCORDANCE WITH THE RE&IREMENTS OF THU, FLORIDA BUILDING CODE SEVE"TH EDITION ?C210E)SFT R USE INSIDE AND OUTSIDE OF THE ""Z� N TAB 202 A D 6_1 PROTOCOLS. CONTRACTOR SHALL INVESTIGATE Z all fl 2� - pal a' 'o. E r .20 BOTTO 4 MOUNT (CON TYPE AS A REQ'D) MAY BE R� a375' T IV a BOTTOM TYPICAL VERTICAL MOUNT ELEVATION Il N'T�& ELEVATION AN0201'FOR TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY M APPLYODESIGN CRITERIA BEYOND AS STA7E&gEREIN MAY REQUIRE AD G ME 0MONALSITE-SPECIFIC SEALED ENG N IG 2 1140 23-1/3% INCREASE IN ALLOWAGUE STRESS HAS BEEN USEDIN THE DES ON OF THIS SYSTEM. 3 THE ARCHTTECTIENGINEER OF RECORD FOR THE PROJECT S�PERSTRUCFURF WITH WHICH THIS DE 14 IS USED SHALL BE RESPONSIBLE FOR.THE INTEGFUTYOFALLSUPPORTINGSrl�RrAMTO THIS DESIGN WHICH T ER T" aHA"%EP�'R0A'11' 1"I L.11 U.. 1. 1 L OEPL R SPANS C01TWENED ORDER TO DEVIAT no",'. SPAN HEREIN. (ONTACT'THPIS E �`WE& FOR FAROA4ST? CALCULATIONS AS MAYBE R1.1 I= DIETAII-IIED MOREUN IS GENERIC AND DOESINCT PROVIDE INFORMATIONFO ASPIECIFICS�. MR UFFE CONDITIONS DIFFERENT FROM T E CONDITIONS DETAILED HEREIN, A LICENSED ENGIN H EERORREGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCLMENTS ORUSEIN F C ONJUNCTION WTrtf THIS DOCUMENT. 6. DESIGN PRE55URES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BYA 2.5 SAFETY FACTOR. 7 Al 'I 6YM E EA1,1A,11T1E1N1U11 BE A' . 8 OR 1�11N PIAIE D1111 I UNLESS "I R%Y1 E, RS SH �' A MIII T I.A OR CTHP WISE OORROSION-RESISTANTMA RIALAND511 COMPLY WITH SPECIFICATXONS ETE SECTION 1. 3ALL FOR ALUMINUM STRUCTUR � BY THE ALUMINUM ASSOCIA`FIOR� INC.. & ANY APPLICABLE 'EDERA L, STATE, ANDIOR LOCA L CODES� U , 6 TOP MOUNT (co N TYPIE-\ A�5 D) (SPAN ABOVE AS REQ fOBSTR TION) 507FOM (-1,11.11INT PIN TYPE AS REQ'D) -OBSTRUCTION (LOCATION MAY VARY) t 7 LL 1 BOTTOM MOUNT (OONN-/ (SPAN BELOW TYPE AS REQ'D) DESTRUCTION) PANELS MAY BE NOTCH ED UON LY�'-J!OSTITCH RE11111, a. AS . B A.,) LTS 141TH WASHERED PROVIDED THAT CONNECTI N ANCHORS ARE USED WHICH 11 PY WING NUTS FASTENED @ 'P, DIN a T 0 ERLAPS 0 MIT DSPAN NSE ON, AV SPANS ABOVE BST�21 PPROIPRIATE SPAN TABLE3 I ALL STORM PANELS SMALL BE 24CA STEEL. �O 024". STEEB STORM PAN LS SHAUL ODINFDRM TO FEW A653 STRU�URALQUALITY Le6PGALVANX PCOATINGWITHAMMINUMFY-8,IKST. U�LEALL UMINUM EXTRUSIONS SHALL BE 06II-T05ALUMINUM ALLOY. SN 75.�MMSIE- TOP& BOTTOM DffFAIU�SHC)VN MAYEBINTtRCHANGVDASRULO CONCITIONSDICTIVFE. PANELS MAYBE MOUNTED VERTICALLY OR HORI I&I Zao�NNTCARLSLTYPAA5NACPHPOLIR�;90L�50 H ERE IN SMALL 9 E EM BEDDED TO NO -CRACKED CONCRETE ONLY. INSTALL ALLCONCR�TE ANCHOKSPER MANLIFAO�TUFURS RECOMMENDATIONS, 13. THE CONTRACTOKIS RESPONSIBLETO PROTECTALL ME14BERSFROTI DISSIMILAR MATEMLSTO PREVIENTELEC7ROLYSILS. IC ENGINEERSEAL AFFIXED HERETO VALIDATES S TRUCTU RAL DESIGN AS SHOWN ONLY. USE OFTIC15SPECIFICATION BYOONTRACTOR, et, al. INCIEM91FIES &,SAVBS HARMI-ESS THIS ENGINEER FOR ALL COST S DAMAGES 11Ir ON, _6, E ECTIO N, & CONSTRUCTION PRACTICES BEYO -AT ,iLUDINGLEGA IE,111,IAIIELIATI FIESIES11-THIG FROM MATE%LD Hl', IS CALLED FOR a, L DEVIATIONS OF THIS PLAN'.CAL, STATE, & FIMRAL ODDES . FROM IS* EXCEPT AS EXPRESSLY PROVIDED H EREIN, NC ADDITIONAL CERnnCATIONS OR AFFIRMATIONS ARE INTENDED, 16. HER MARKINGS 70THIS DOCUMEN, A- OT F A 17TE AND INVALIDATE THIS CERTIFICATION. 17. 13HAUL BE PERMANENTLY LABELED W17H A MINIMUM OF (1) LABEL PER EV?AENyE 3.0 FEET. C ING THE FOLLOMAG MFORMATION! AL SHVT-TEn AND GLASS LAMERICAN EST PALM BEACH Fl- 'rAS 01, 2OZ & TAB 203 PTRAS LU if CWMW�K.N�K 8 VISIT ECALC.10131543 20-31543 VERTICAL MOUNT ELEVATION /-2-'\ (NOTCHED PANELS) N.7,S. ELEVATION VISIT ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANES MINIMUM STORM PANEL SEPARATION FROM GLASS tHVH4 WIND ZOI ESSENTIAL FACILITIES) DESIGN �j ALLOWABLE INSTALLATIONS LESS INSTALLATIONS GREATER PRESSURE 1 SPAN IL-) IRAN 30 ABOVE GRADE THAA 3KPABOVE GRAVE (P$F) ./_30 230.0 To 6.06 in 2,16 in G In 13DO In 6 06 In 2A641 Iso 19 in 2. 16 in */-SO 130.0 In 6,06 In 246 In ./-s5- iiwii -f. -6.0i 1. 2.35 1. 4_610 831 In 6.09 in 2.53 in ,/-a 59.8 In 6.111. 2.72 in .1-70 36A In 6.12 In sGo -1,72 27A In 613 1. - I - -11. -.1- - - I-- 5IGN LOAD III, PANEL FASTENER SPACING TO rERMINE MAXIMUM ALLOWABLE STORM PANEL Vil, SCHEDULE IS ACCEPTABLE FOR USE WITH 5MVE LOADS LESS THAN OR BQUAL TO 3ATIVE DESIGN LOAD& .TPANEL FAS71ENEW ARE STUDS USED IN NJUNCTION Wn H ALL MOUNTM EXTRUSIONS '-TRACK. STUDDED ANGLE, ETC.). USE 6.25" PANEL FASTENER SPACING TABLE VALUES ED H� AND 'V'-HEADERS (INCLUDING BUILD OL NNITIONS)� MINIMUM ALLOWABLE SPAN SCHEDULE ISM IMA amam"FOEME"M KAHKAM" 0 M N lll� IRM®R *R"am R�w V a WN ME 1M. 0311103 ��= -UNGtft _0T ACCEPTASITE. StRARATIOtl FIRM GLASS IS REQUIRED, lal PAN" UNG01 tSGR4ATCR TPUAI "All "AaSIDECLOSVRIESAREMon, USED m� CoNomoNs. AmVIRED SEPAI"TION FROM, GLASS SHIA" RE MOR DETAIL r . T_ - v San, 22Q. ST`TCH� BOLTs) AND 2-P _US, . so. - AR� F"� a Q 5. 0A Czr 0. 5. PANELS - S'A,` - .1. UsFK3` � (13 ol " OnIONAL TOP, 011, BOTTOM, a0sunS PER, Tnmrwas, L 9- ONAL INTERIOR FASTENING DETAIL ONSTALLIMr A`n " 11 MAOI saw"I "n'. W/ WILEMEAGO, V`IMG 0 ,�, O.C� lool- -. - jt� M� Sam MolN'r ICONs TYPE AS Q 2 �Lf_ gp- 9§ 3: E i all, U1) UF) Z z Z n Uj I CONN rna . Raq .IONY IRC,. SPACTNOI OF HALF THE 20-31! �mo _NG FAMETTOCIACO-II) UERR�Ess PANEL) M EGRESS PANEL DETAIL ,,MONAL IQR FASTENING 2 250' F 4 .2.250- G..] T 0 0.125 0 18 GA 4" TYP. YP 019 4 1� ),094" T D62" -010 �b. 062. 1.930" r- 62 0.375"j L_J_� il 1 35 2.0001, T062",, 2_50.- 2.000l, 2=0� TYP. A 2�= k,_,!1,aP BUILaZ 'V' HEADER To > -s �i 2 3 W11 MAN 0 313" T G .376" P�AN -1,.,W'FANEL COVERRAG E BIT 0 0"'C' -14,875" PANEL LENGTH LOS 50. DDIECTIDN 02L� Oi �R, 40", 3 0571 TYP. TYP. LA BULD-OUT �r IRA 7RACK 0 313u 0.376 �p Tg 911 7 MG-E im tEXTENDEDI Ln In 2S' MAX. MAX.- MUER CLOSURE I,E�L A 1/'-.25' MAX. MAY. �UILD LU A 0 T 0 01 1111 CU: E TIF 11111".0 EMEHEO AT ;T%L -OVERLAP "al K'� .25" M X_ E 1.5DO" T MIN. 1.% 5-, MIN, Lc= U I U, I I I.., P11-1 -IF AX, MIRED U, C RE DET,11 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANE -FASTENERS 0 12.5' C.C. son pz�= M fflmmmmm�� ffiffifflUENIMMMEN �Im [Wilill EMEMEMME� M9 EM K= mmmmm�rnryfflmm MW 'Mill /77=71 0 a - I RIA' PnrP ClIrTANCIF I V4"..-11V CNIC. 33 TAP CUI 41 52 Itic. X Vs, UNBEEo 31 I, I - 41 11WD SUSHING 48 * *0 s� 7Z ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLDWASLEANLHOR SPACING. KAXI MUM ALLOWA13LE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHAUL APPLY. 2� FENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, R ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH LITTER SPAPILSELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE)� 1. "PANEL FASTENERS"ARI! STUDS USED IN OONJUNC71ON WITH ALL MOUNTING EXTRUSIONS ('F'-TRACK, 57UDDED ANGLE, Frc.� USE &2s"a.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL '11" _ AND "U*-HEADERS (INCLUDING BUILDOUT CICINDITICINS�, R. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMM ENOATIONS� 5, Mo LLOW BLOCK HOST STRUCTURE 5HALL CONFORM TO AS7M M BLOCK, 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, ?� MINIMUM EMBEDMENT AND EDGE MSIANCE EXCLUDES STUCCO, PORN, BRICK, AND OTHER WAL.L FINISHES. WALL FINISHES SHALL BE LIM750 TO L/4" MAX OR SHALL BE VERIFIED By OTHERS TO ADEQUATELY TRANSFER LOADS TO HO2TSTRUCTURE. S. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY, 9. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VA;M FIELD VERIFY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECB5. ID. WHERE ANCHORS FASTEN TO NARROW FACE Of STUD FRAMING, FASTENERSHAUL BE LOCATED IN CENT ER OF NOMINAL 2' X 4" (MIN.) WOOD STUD (Z4" EDGE DISTANCE 15 ACCEPTABLE POP, WOOD FRAN ING). WOOD STUD SHALL BE -SOUTHERN PINP G=0.55 OR GREATER DENSITY I.AGSCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 11 REMOVABLE ANCHORS ARE: DEWALT PANEUMATE, AUL-PONTTS SOLUD-SET B. BRASS BUSHING. L�_ MACHINE SCREWS. SHALL HAVE 1/2- MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIOEVVA� BOUT) U.N.O. 13� MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. LS, DIRECT MOUNTING CONDITIONS. 15. LINEAR INTERPOLATION US NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES 1.15TED ON THIS SHEET, L11 1; 0 a �ftk H,kiAt:4 § - 3-De. X < 01 Z LU g1l 03 (3) U) -00 > C) L- CL CD_ 0 _0 0 ca U) -E (3) -M -0 -= 0 L2) 0_ C 0 (3) �g: CID 0 .0 IIIIIIIIIIII cu U_ III 0 - CIO > -0 E 0 CU -0 - C/) Z Z W mi ___W > 0 0 0 0- X M C'4 -0 C: N in ID M N U) E 0 0 �2 w-0 > Cc 0 C) 0 U� r CIO -iia., (D _4fifififia C/) 0 L_ 0 a-0 0 0- Z :Z SHEET NO. SH 1.5. .k ll� 1� ''D'"717 _-1 J H _L 1 -1 ------------ T --IT � -. I - _ a