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36450 Garden Wall Way
9 01 14 D D D N 0 2 D D 1 14 0 CL E E 0 9 E2 0 9 LD D 14 14 14 XD 7 n INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2,2 EXTERIOR ELEVATIONS - REAR & RIGH 3 ELECTRICAL PLAN 4 ROOF PLAN > ---------- b-100 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN W 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES ..Won ABBREVIATIONS SN1 DETAILS S3 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. PowderRoom ABV or Abv. Above FLR or Mr. Floor RA or R/A or R.A. Return Air S4 DETAILS AC or A/C Air -Conditioner FUR SYS or Fir Sys Floor System RAID or Rad. Radius ADJ or ADJ. Adjustable FOM or F,O.M. Face Of Masonry RAG or Rag. Return Air Grill S5 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ST STAIR DETAILS ALT or ALT. Alternate FIRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing SS RETROFIT DETAILS 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 D 1 SECTIONS & DETAILS BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round D2 SECTIONS & DETAILS BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf VVID WATERPROOFING DETAILS BOT or Bot. Bottom GT or G.T. Girder Truss SD or SID. Smoke Detector PA1.0 PRODUCT APPROVAL NUMBERS BP or B.P. Bypass(door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door E BIRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves PA1.1 PRODUCT APPROVALNUMBERS C Carpet H DR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower PA1.2 PRODUCTAPPROVAL NUMBERS CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights PA1.3 PRODUCTAPPROVAL NUMBERS 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 SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SIF or S,F. Square Foot (feet) SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL Ll CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar TEMP or Temp. CONT or Cont. Continuous LAV or Lay. Lavatory Tempered SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TH I KN or Thik'n. Thicken D or D. Dryer ILL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBIL 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 TIR Towel Ring DED or Ded. Dedicated (outlet) IMFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ, Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. DryerVent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V, L. Versalam MEAN ROOF 15 FT. HIGH TYPICAL DWorD�W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional Worw Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With MEAN ROOF 30 FT. HIGH TYPICAL ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor FOR 2 STORY HOMES 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 THIS DRAWING AND DESIGN IS VALID EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or VVDW, HDR. Window Header FOR 12 MONTHS AFTER THE DATE IT EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater IS SIGNED AND SEALED OR WHILE FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W. I.C. Walk-in Closet CURRENT CODE IS VALID FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WIP Water Proof(ing) CODE REFERENCES ARE SUMMARIES FIN Finished PT or P.T. Pressure Treated WS Water Softener OF CODE SECTIONS. FIN FLR or FF or Fin. FIr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) SEE FBCR (CURRENT VERSION) FOR PLAN REVISIONS COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors it is the intent of Designer/Engineer listed in the titleblock of these 08/23/12 1.00 NEW BASE PLAN 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 07/30/15 1.1 2015 NEW CODE UPDATE 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 05/09/18 2.0 FBC 2017 CODE UPDATES 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 12/19/20 3.0 FBC 2020 CODE UPDATES 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. C= 04 C) C5 C,. LA. 21-4 .-at M W CD -s cn CL E CD W ........... r Z C3 ..p V—) 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 sea]. W E 0 0 CY) IN R C) 0 20 00 91 U) J), r-- PL F C) U r- L� -J L Uu M LL Lau co C 1131 0 :3 Co W 02, C, , ;3; X ju 0 1 . M Z - Zo <- LO co I IL L < 0 < 0 Z L) W El 11 0 .0 7:7 < < CD LU Q 0 LL, ) Ln L/I co E C:, CY3 cy). Z 0 Z < __J c6 E CD- 0 E- 55 �Z ;t 0 1. Z < Z 0 L y fo Q E �c 0. . , 00 D a 0, � Z C14 ru It 0 :03 U) . F Z < - 0 0, Z C, (3) Z Zo W Mill C:) co d, 01 W R 0 00 Ir Z 0 C) cy) 0 C13 (D CY) =3 C) < cc C) U) 2 4-J LO 4-1 0 72 r111. C\I C) C'4 C) 0 C:) L0 04 LO < CF) Ir— a) E CY) C14 E 00 0 M Z =% 0) E a: E 0 0 < C1 C: JOB NO: 22-09401 SCALE : AS NOTED_ SHEET NO. C S Z 1 11 1 111 � � , ml, 11' 111,11 T III VARIES MEDICINE CABINET VARIES, 2" LESS THAN CABINETS BELOW T M IRROR =9 20 71 KITCHEN 9 = 11 MIRROR C? 00 r- =7±n CD Cl) 0. BATH FE71 ni KITCHEN 5 Cl) INTERIOR DETAILS. SCALE: 1/4" = T-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.C. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL I TOILET PAPER HOLDER SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD 0 z SINGLE TOWEL BAR IN ROD CL TUB OR SHWR. T Lu IL SHWR. VALVES Lu C? �jOA EO _ P DISH T L) h BATHROOM 2 1�" FOR LINEN 1� FOR PANTRY 42" H UPPER CABINETS-------_ 36" H UPPER CABINETS - 30" H UPPER CABINETS OVERHANGS THAT EXCEED12"MAY REQUIRE A SUPPORT M 36 H BASE 0 FINISHED CABINETS 0 COUNTER TOP 30" H BASE CABINETS 00 00 00 9 LL In a- V-2- 0 LL 0 u- z CL 0 10 - 2x FRAMING. 7�1 9- C� > 1/2" GYP Cl) 17 N FF111:11L11 M Cl) BOARD- FIN. FLR 61 "FIN. FLR.,. J, BATHROOMS, SHOWERS AND TUBS. 2x P. 1. SULE PLA I E- CLOSETS LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ SCALE: 1/4" = 1'-0" WIRE SHELF @ +54" A. F.F. PLUMBING LINE TO SECOND FLOOR DRYER VTE HANSON BOX@----' 36"A.F.F. EXTERIOR WALL-`Z J W/ 2x4 WALL Z LU PAD OUT 0 z I- �r a_ 6-1 < 0 0 00 0 Lu -1 T 00 > 0 807- 4-- HB 9s,-n-- 12'-0" 131-011 8'-3" 3'-9" 1 V-8" AC PAD (D HB 35-SH T W-17 17*1 N29K LANAI L 1 1 -8, -8'. LG. 8'-0" FLAT CLG. AFF I TILE I JZ-4" 6068 SGD =7 0 1 Lu 0 z 81 0 t U) V r____ FAMILY 8'-8" FLAT CLG. on CARPET 2-111" 2 4 I OrIl I- Jr% I li� K h6ff8 -8" F LAT CLG. V-13" TILE r6 Lh FLOOR G.T1 W - - - - - - - - --- REF.. 6 - - - - - - 6-71' 4 13 (3) 2x4 #2 SPF 12FSTUDS DINING 7 w/ (3) 16d GG 11 - NAILS @ BASE 8'-8" FLAT CLG. 1 S3 CARPET .7 o? 0 4--2 42" H 1/2 WALL 4 T-3" OR RAILING PER SPECS FLOOR G.T. 0 U rX (3) 2x4 #2 SPF STUDS w/ (3) 16d 0 NAILS @ BASE U- 4068 ARCH PWDR GG D. 8'-8" FLAT CLG. 1(3) 2x4 #2 SPF !STUDS w/ HTT1 6 7LG. T 5a C? T AT BASE U) )0 PE IN N LAUN 1 FOYER W. 8'-8" FLAT CLG.. 0 T 8'-8" FLAT CLG. 4 TILE 1 TILE T- SW 741" \000 6-71' q!F 4 4'-0" 4 6-41 �-H 17-10" .10 BUILDER TO EDGE OF SLAB 2"-J C PROVIDE APPLIANCE BEYOND WALL ML L 7- 1 PROTECTION WHEN REQUIRED PER FBC NOTE: FINISHED WALLS 00 TO BE FLUSH. FIELD 8'-8" CLG. A.F.F. G.T. VERIFY. 4&- - - - - - - T - - - - - - - - - - - - - - - - - - --- 8'-0" CLG. A.F.F. - - - - - - - - - - - - - - - -- LU LJ 1- 0 JENTRY W z -ir - - - - - - '-0" FLAT CLG. AFFL- ATTIC U- Mil I GARAGE ---- A R = ACIC W t L - 7.1 - 8'-0" CLG. A.F.F. > 0 �: -J 00 TYP. @ SINGLE STORY (N rA (SEE AA/S3 FOR ��3� STEM OPT.) 4'-411 r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- K S4 TYP. @ GARAGE (D - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------- 16070 OVERHEAD DOOR 16-10" V-8" 5'-8" 19-4- 25-0" 1'-4"X1'-4" "L" SHAPE CMU COLUMN =� 'I T- we.] .01 In- -A 1.1 9 50 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL M li? L0 0 (y) - 1 04 o? V-4"XV-4" "L" SHAPE CMU COLUMN 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 W1 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) -: 1314" X 9 1/4" LVL 2.OE Fb=2950 (2) - 13/4" X 16" LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVL 2.OE Fb=2950 (2)-2X4#2SYPW/1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE '"C" rA +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 SEE SIN SHEET SEE SN SHEET 140M PI:H *MEEM 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18 � X 25 S. H. 13 20 X 38 3 8 18 'X 37 2 4 S. H. 14 20 X 50 5 18 1X 50 S. H. 15 20 X 63 18 1 X 62' 2 2 S. H. 16 20 X 72 18 21 X 71 ' S. H. 1H2 27 1/4 X 26 26X25� S. H. 11-13 27 1/4 X 38 � 8 26x37' 4 S.H. 11-14 27 4X 50 26 x 50 S.H. 1H5 27 1 X 63 26 X 62 1/2 S.H. IH6 27 1 X 72 26 X 71 1/2 S.H. 22 37 34 X 26 36 12 X 25 1/2 S. H. 23 37 34 X 38 3 36 12 X 37 3/4 S. H. 24 37 34 X 50 5 36 4 X 50 S. H. 25 37 J X 63 36 JX 62 1/2 S. H. 26 37 3 X 72 4 36 1 X 71 1/2 2 S. H. DOUBLE, 2 WIDE 75" TALL 7312 WIDE S. H. 32 54 X 26 52 12 X 25 1 2 S. H. 33 54 X 38 3, 52 1 X 37 3 2 4 S.H. 34 54 X 50 52 'X 50 2 S.H. 35 54 X 63 52 2'X 621 S.H. 36 54 X 72 52�X71 S.H. 39X59 40 X 59 NIA S. H. DOUBLE 39X59 79 X 59 NIA 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 1-318" 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 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 then 5/8" Type-X Gyp. Bd. or equivalent. * Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. e 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 n 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14 M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND . MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S. F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-1 3 KRAFT FACED_ EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-1 1/R-1 3 KRAFT FACED FIRST FLOOR PLAN - A SCALE: Y4"=V-0" C%4 C%4 C= L ED C3 C14 >2 LA- tn tn C3 0 F\, 0 F F- 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;r) E 14 C) 80 ow ac, R� 0 '? Lr) 1,I) �; U) U) [-- - CN 0 C') 't I -J Lu LL L -J Lu IL y z C") U) 1133 cs) 3: W 5 0 Z, co N 0 �e W 0 2 r-- Y) W 3: W U) . M Lu z -L0 0 Z IL < of 0 d 0 < 0 z C) U) W 8 V) X 41 DU 0 V) U) LU Monk > < to, 44 r- C:, co C13 R z< z __J LL- E g 0 E u z 0 - 20 0, < 00 z E C:) M CN '. < 0 < M z Z t < z 0 0 z 0, 0 1 1z 0 � 0 0 < z W 2 0 T z < 01 0 CD co 10 'N C:) > C:) cu T- < co C:) U) C: LO 0 Nt CU (D C:) C'4 0.) 0 C:) LO CN C-14 "t -- C:) T i6 E E cc z U) 00 E cc C co E 0 a) JOB NO: 22-09401 SCALE : AS NOTED SHEET NO. 40e Ul z tj 3/4" PLYWOO�D4_��_P DECKING 8 2x6 LANDING _6 2X4 FRAMING TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS wl 314" NOSING 42" KNEE WALL WITH /_36" 1x8 CAP & CASING OR RAILING 3/4"' LYWOOD DECKING PRE-EN�G�A�FLOOR TRUSS @B) 1 x TREAD (TYP.) - clkl* 1x RISERS (TYP.) 42" KNEE WALL WITH 1x8 CAP & CASING OR 3 36" RAILING :7L2T 2x4 THRUST BLOCK CONT. HANDRAIL 36" H ' CONT. GRASPABLE RETURN TO RAS &RAILING ?ETAIL L N s *yStE.L 6-7 2x4 THRUST FBLOCK o? 2x4 THRUST 00 BLOCK (3) 2x12 STRINGERS 3/4 PLYWOOD D2 D I D 7ECKING TYP. @ 0(::�) 2x6 LANDING CORNERS (2) 25-SH 2 x MI EGRESS 4) x4FRAMING TYP. STAIR SECTION SCALE: 1/4" = V-0" Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 314 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handraills: 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 located along 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. nder-stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side Nith 1/2-inch gypsum board. SEE PLAN FOR LANDING DEPTH 09� el MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2xl STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENI LANDING FOI STRINGERS � CONNECTTC PLY SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 3 W Sim. w/ (1) MSTAM36 @ BASE T_ 19 LO N 1� Q (39 D2 SIM. W/ (1) MSTAM36 @ BASE ( 3 � �a2� 11 Sim. wl (1) MSTAM36 @ BASE G.T. 12'- 10" OWNER'S SUITE 8'-0" FLAT CLG CARPET 9 �0 16-11" 4-SH 1668 B.F. R/SH - __L=21 M., 24" 2x4 #2 SPF STUDS @ 16" O(D I-O.C. TYP. @ 2nd FLOOR 112 33 SH EXTERIOR WALLS TEMP P C ��_ I DD, CID - 1 `013 P-N S P nnEC IS. 7�11 -.11 71 A' All 36" x 22" I -7 1.3 A -MC C I �n_ 14-` I ACCESS 8'-0" FhAT CLG 00 --- (D N CD CARPET N CY) 2468 1 1 L 100 em A.F.F 4068 MJ B.F. 00 50 r_0 - - - - - - - - c) - - - - N y 1� BEDROOM 2 R/SH =1,1_18-0 8'-0" FLAT CLG CARPET 7-6" 4'-8"" 4rl 11 12'-2" CD LO 16 I -42" H 1/2 WALL 2668 5068 7_5 OR RAILING PER B.F. LM I SPECS 14 1 13 - - - - - - - - - - - - - - - A R/SH 12 11 TECH E0 0 CENTER 7 0 10 1 n3,3' 3'-11" 9 3'-3" 6-8" 3'-4" 5'-7 8 1 ;0 '10". \// TILE T 0 �l L FTF 7' A L�F. F.� 7 -4 - - - - - - T - " 171 2868 TIL B-T - 6 G.T. 11 '-2" �C? CD N 4-SH 4-' I T_ 2,_4" 2'-4" fH \V BEDROOM 8'-0" FLAT CLG CARPET 1 V-13" 3 -- - - - - G.T. _00- 00 LL: T_ BEDROOM 4 1 8'-0" FLAT CLG CARPET 00 Co 0 112 33 SH 25-SH 25-SH RIESS 22 EGRESS D 1 ------------ L Z-11" 13-6" Z-11" Z-10" � Z-10" 1� 1914.1 51-811 25'-0" L--------------------------------------- J TEMP. GL. ENCL. ON 42" HIGH KNWL. r3 Sim. w/ (1) MSTAM36 @ BASE U) U) W 0� L6 0 TN_ LUUA) 707W TYP. @ 2 STORY. SEE JJ/S6 FOR STEMWALL OPT. r�l LWIS Sim. W/ (1) MSTAM36 @ BASE Sim. w/ (1) MSTAM36 @BASE FA ft__ I MIMI REVISION NOTES 12/17/2009: 1 . ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50'PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40'PRODUCT LINE - MIN. 48" x 64" 50'PRODUCT LINE - MIN� 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W1 112" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVIL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVIL 2.OE Fb=2950 <e>(2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow QIS4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When I Straps are Required *VERIFYW I PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 Kn, +26.6 / -33.5 SEESINISHEET H SEESINSHEET NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 21 X 251 2 S.H. 13 20 X 38 8 18'X37' 2 4 S.H. 14 20 X 50,5 18 ' X 50 2 S. H. 15 20 X 63 18 � X 621 S.H. 16 20 X 72 18 2'X 711 S.H. 1112 27 1/4 X 26 26 X 25 21 S.H. 11-13 27 1/4 X 38 3 26 x 37 ' 4 S.H. 27 IX 50 8 26 x 50 S.H. 27 41 X 63 26 X 62 1/2 S.H. 27 1 X 72 4 26 X 71 1/2 S.H. 22 37 J X 26 36 1 X 25 1/2 S. H. 23 37 X 38 1 36 1 X 37 3/4 S. H. 24 37 X 50 5 8 36 4 X 50 S.H. 25 37 3 X63 4 36 1 X 62 1/2 2 S.H. 26 37 3 X 72 4 36 1 X 71 1/2 2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S. H. 32 54 X 26 52�X251 2 S.H. 33 54 X 38 3 8 3 52 12 X 37 4 S. H. 34 54 X 50 52 1 X 50 S.H. 35 54 X 63 52 1 X 62' 2 2 S.H. 36 54 X 72 5213 X 71 7'j S.H. 39X59 40X59 N/A S.H. DOUBLE 39X59 79X59 N/A S. H. uenerai i,4oies 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 DwellinglGarage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. i i i F=r-.F=Nn 771 MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL 171 17 171 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S. F. GARAGE 396 S. F. LANAI 104 S. F. ENTRY 32 S. F. TOTAL SQ. FT. 2605 S. F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11113-113 KRAFTFACED (GARAGE / LIVING) SECOND FLOOR PLAN - A SCALE: )/4"=V-0" Go C14 Mg C= tj M Cl) C..') C,4 .00,0" co >< U_ C3- CZ C= C, CD r= If 3: CO 'n C2, Of y......... 1� E Z ;�OFESS\C) Xx� INON 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 sea[ is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. V) W C'T E NA 4 0 co 8 CD (� 6 , 0 C (0 0 0 co U 0 C? 04 0 L C uJ Lou Z R Cl) cu 0 0 W 0 2 T_ W Z 0 u') co Z co Lu C14 < a d Z < 0 rn W El El IR < CD 4-J L.0 D uo V) C0 L.0 E 0 C) 0 co 0 Cn co Z Z U_ ce E C>- 0 E 1Z Z Q L) 0 Z C:> E t < ,0 1. 0 < � 1 Z < 0 0 Z C: 1.2 Z U) U) 0 Z Z 0 MEN Z Im U < 0 1 J 0 1, 0 C:) cy) 0 (3) L_ cc CY) :3 C:) < CT co C:) 0 0 C\1 L0 %%oo 0 cc 0 C) 04 0-) C:) 0 C:) Lr) !��J LO CN < C:) rl- E E 6i 00 Z Ca Z :3 E T_ - ca E _0 0 4-; 0 "0 M _J < 0 1 0 _J JOB NO: 22-09401 SCALE : AS NOTED SHEET NO. 1.2 151; I cc C? ao O.Y._@ R. __1JTRY I HDR. HGT. FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 12 5 k_� ff�f 12 25 SH 25 SH 5 2ND FIN. FLR. — — — -- — — — — — — — — — — — — — — — — — — — — — T 0 M T.O.M. @ GAR. ENTRY NHDR. HGT. I SCORED — STUCCO BANDS �:� ----------- = ---------- - --7qs - - - - - - - - - - =_)� - - - — -- - - - - - - - - - - - - - - 4 CJ /WEEP U U �, El L] 111 El El El ET::1 r E] El El [::] El El El FIN. SCOREDSTUCCO BANDS ---\ 16070 OVERHEAD DOOR TEXTURED CEMENTITIOUS FINISH ON CMU SCOREDSTUCCO BANDS 0 FRONT ELEVATION — A SCALE: 114" = V-0" FIN.-FLR.—__l . . . . . . . . . . . . . . . . . . . . . . L__]__ FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 12 5L�, 5 _. SCORED STUCCO BANDS SILL DETAIL SCALE: 3/4" = V-0" HEAD DETAIL SCALE: 3/4" = V-0" SCORED f_1 0 1 U�_Ikl BANDEE L. V-6' I. DECO SHUTTER SCALE: 3/4" = V-0" FLASHING ----------------------------- --------------------------- F ------------------------------- I ------ /I--- 35 SH CJ / WEEP 77� RIGHT ELEVATION — A SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: 12" OVERHANG U.N.O. PLUMB CUT FASCIA ROOF PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1 063, or ASTM C1 787 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 C1 063 or C1 787, or as otherwise approved. (Refer to sheet SNII 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 @ 61' 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 C1 063 & ASTM C1 861. 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 x enor w enve ope 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 C1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. 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 co 14 It 'AG 0 N C CW _.J 75, IF "YOFES5\0 I lilt 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 AMANk 0 E 0 co 8 ci) 0 .0 CN b LL. -1.6— 'Fa 0,1 13 Z q = M C, W :5=; r,-y 0 W 020),.� W (n . . on Lu Z L- Z�Zc)<� F_ 0 co IL , Cq . . < F_ a 0 a, 0 < 0 Z 1.) U) W El 1771 CD �2 �O Q) LU fn ZF. U — 0 LLJ Ull U) I_ LU cs 0 C.0 M C11 UL ocir E ca- 0 _0 — - 1Z < R Za U < � W , 20. 0 Z E C14 0 Z Z '0 0, Z , Z 2 z. CL W < 0 MilliC:) (0 J TZ Q) > C13 0 co r-_ C10 co :3 C:) T_ r1*1 co C:) U) .2 LO �%.O000 0 CU (D C'4 CD C) C) C) L0 < It 110 cc I — E CY) CN CIO i� 00 0 M Z E (n CU E 4i 0 0 _0 Zi 0 _J < 0 1 a) _J JOB NO: 22-09401 SCALE : AS NOTED SHEET NO. 2.1 BE r]M�M�l A�n �1 IIKI�l r Mln�Al I �M A� M�M EXTERIOF PLASTER FRAME TEXTUREC CEMENTITI FINISH ON FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 4, bFFkIDGE V�NT 5 12 5 (2) 25 SH EXTERIOR PLASTER ON FRAME 2ND FIN. FLR - - — — -- — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — - T.O.M -- — — --- — — — — — — — — — — — — — — CJ / WEEP HDR. HGT. L C? Eo� I I FIN. FLR._ — _ _ I _ _L . . . TEXTURED CEMENTITIOUS FINISH ON CMU 35 SH ----------------------- I ------ REAR ELEVATION — A SCALE: 1/4" = 1'-0" LEFT ELEVATION — A SCALE: 1/4" = 1'-0" T.O.M. T.O.M. @ ENTRY DR. HGT. FLR. I 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 C1 063, or ASTM C1 787 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 C1 063 or C1 787, 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.xl-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 C1 063 & 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 ASTMI 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 C1 281, AAMIA 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 m ----- ------ C2 s:; 2 V ,S"� A, 1011�tg J10 31: !t > C3 10 \0 OWN .......... 'S E .Z 01 3 'F E SS\0 To the best of the Engineers knowled7e, —information and bell ef, 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 beadng Engineers signature and seal, MM 0 W -,;r 0 0 an 00 U 0 0, co N C) C: Lu LL L.L 11 Cl) 'IT 13 co 3: 4 9;s lit 0 HJ :3 M 0 2 r- 0 W U5 C� M Z Z� 0 LL C) U M b Z 0 U) W El El O�O V) LU 0 L.0 L S U" E 0 0 U) 0 co CY'> Z < cd- E 0-0 E 0 .0 1 ZS 0 00 C1 E 20 < 0 < Z 8 =) ro CN I < � -0 .1 < , Z < '0 Z C/3 Z U) 0 -n Z 00 age 2 Z son < 0 CD Z� 10 CD (0 �i 10 a) cy) > 0 qt 0) E2 Ca 0 a) L_ M r-_ CY) CU :3 C:) C)7 0 U) 4- LO a) 0 qqt co C,4 04 0 0 U') LO CD T— E CV) co 00 ca Z E CU C: CC E 6 0 M _J Q JOB NO: 22-09401 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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 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 R3114.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or LIL 2075, gas and vapor detector sensor, according to the installation. , 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER �W.P. WEATHERPROOF DUPLEX OUTLET K%.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET k(� HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET i�2F DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 6. ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX �_o 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) [CH] CHIMES (OPTIONAL) �N PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEP HONE/USB (OPTIONAL) TELEVISION (OPTIONAL) [TV] 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. t THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 1 5OA/200A INDOOR PANELCENTER P #14 to lights& outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH 11-#8 to Range 10 #6 to HVAC METER MAIN 0 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconn ct SERVICE BY POWER CO. _ject, INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER FrI WITH CODE APPROVI NEC 17,250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser DiagraM REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 1.5" VTR —111 3" VTR 3" VTR U PLUMBING RISER SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER S ITCH FOR CS d b DI POSAL H 1 _W LL 't a IUC X I GFI DEDICATED 0 RECEPTACLE FOR I MICROWAVE RANGE — [GFI FCI r 7, ED HOOD PER SPECS GFI DW IN, Lw XITCHEN SPEC 3 & 4 KITCHEN SCALE: Y4"=l'-O" A/C PAD DISC. WP GFI I NOOK LANAI ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE T-4" GF11I SWITCH FOR DISPOSAL FAMILY &G �1 I PENDANT LIC AS PER ROUGH -IN FOR I GFI SPECS OPT.CLG.FAN/ LIGHT PRE -WIRE DEDICATED 10 12 RECEPTACLE FOR MICROWAVE RANGE Fl. 3P CS HOOD PER SPECS Girl Z'N .11 DW GFI ITCHENI\ REF GF DINING a PENDANTAS 4 PER SPECS TO LIGHTS AND SWITCH S13 G ABOVE d— db LAU D. _j PWDR LL FOYER Fl GFI GFI 642" kWGF1 @ 44" E�1\ WGFI @ 44" A.F.F. A.F . F. LU LU F- r) LLJ Z 0 DB LU C) > _j - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - - - Z LU \GARAGE 0 Z i- [� 1\� ENTRYi < WIP 0 _j ARAGE GFI - - - - - DB & GF1 TO o j BE ALIGNED IGHT AS VERTICALLY 0 PER SPECS LU _j > Uj GARAGE WIP- - - - - - - - - - - - - - - - DOOR - - - - - - - - - - - - - --- GF1 GFI I\ —IRRIGATION GFI @ 44" A.F.F. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - COACH LIGHTS --'COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS PER SPECS 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. L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - FIRST FLOOR ELECTRICAL PLAN —A SECOND FLOOR ELECTRICAL PLAN —A C-9 cll� C-4 cc =61 Cc In CD 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 sea] is only for the structural engineering portions of the drawing pages beadng ngineer's signature and seal. CD E C:) ") 8 0 '0' C� C) 00 00 U) D LO 'g CN C) Or ' j LL uj LL ILL I a. _j Lu EL �e N 8 W IL co LLJ Cc 0 . L0 on Z < C14 0 d 6 Z W 0 U) El El 0 IEEE] _�o 00 CD Cq in-MAI Q�p U0 CD LU 0 V) V) LU U) E C) 0 U) < C:) C.0 co Z Z< _j ILL. c6 E CD- 0 Z < Z a E u Ca Z F- 0. E 20 � ii , Q0 -0 0 < ow Z It < 0 .0 1, O� 0, Z �z W 1`0 L U) 0 Im 0 1Z �O < C) < �Im 0 C:) bi OM C: 2 C:) Ce) SO (D co >11 CY) :3 0 cc co C) L) U) 2 3: N _0 4:t co N C) 10 0.) L0 Nr (0 . (D E CIO 00 C; Z cc Z E T__ - co E 0 < _j JOB NO: 22-09401 SCALE : AS NOTED SHEET NO. 3 ,,V p 4 ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 —NOTE— GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - A SCALE: Y4"=1'-0" N N 0® c o CV d =a > W i v_ '. ® R coX N !O G7 R d N � � N W , U v r.+ cc7—. 3 3 cc n o . ao CPcc >d c® a a. c E co 0 0 ������gp4iiii€l6lllflr t.F O'r d N ' '�✓�i ,� seer °ee �e eel "¢ r ,S� e� sarros p t,�i���� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W g v E 0 ci C 6 0 N 6 m IDr N di ��� (n r r a iQi N O 4 LL _ Cj J C J LL Z 1 d Ne @�O' o Wt°�°' Y zO O CO O LL z m uj 0 co Q J N O Z W U U El ❑ v M � N M O O N JIM O � Q � J Ink. d � r M z a QWunX ca a LL w C, 0 V) o wV) uea U w m F- J p�o m 1 ^,•,� N 0 ti O CD W M Cl) z o Z z 4 U_ f ¢ N E coco w Z _© W H IO O E X o O Q az a o W az N woo < �� L � y m O z z (3) J m a Q W z do w o< go W n 0 �W mLL W =3 0 C� �O illllllllllll� o w M a Ova O � 'M J O ui rn m 0 L CM C) �1 C) m N co 0 04 C) N L0 Imo() � M ce) T_ �; oo 6 z M Z E 1-- E (n 4ic `m d U _j Q p JOB NO: 22-09401 SCALE : AS NOTED SHEET NO. 4 v- -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: he reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN t . I.. LF-77 _-'7 LIJ v LU A Cf) % CONTROL JOINT DETAIL z 0 01-- z 0 :D 0 � L.- Ll- Z 00 RZ z q.::' Z 0 �5 I I. C\ (z i 9--n,, vil-ni, 3'-5" 5'-2" T-5" 11'-8" ---------- 2'-6" x 2'-6" x AC PAD V-0" w/ (3) C)TYP. @ #5's E.W. PORCH F INDICATES FILLED CELL Uj 9 w/3000 PISI CONC. GROUT I 60 C? FROM F R. TO BEAM wl (1) #5 I _j U) REBAR \ ERT. ABOVE SLAB. d TYPICAL @ ALL PLACES 6' 5-10" 00 60 SHOWN. HOOKED FTG I b DOWEL,r w/ 17" EMBEDMENT w/ 25" E-4T. ABOVE SLAB. GRADE 40 STEEL C.J. j o? HVAC CHASE BASED ON 3' 1 LOCATION PROVIDE 1 1/2" RECESS FOR SGD 0? REFER TO MASONS F- SCOPE FOR WIDTH. zo 0 EIJ L 0 F ]_ C.J. [LD-W. TYP. @ OP TWO ED STORY 4'-l" 3'-8)/8" 3Y2" MIN. 3000psi CONC.. SLAB FOR HERNANDO 0 COUNTY ONLY. 3Y2" MIN. 2500psi CONC. SLAB OVER 6 MIL VISQUEEN REF. -VAPOR BARRIER 00 rG G Typ C5 S3 / C.J. co F, LO L _j C? 7'-3"1 qD.G 9 PLUMBING STACK—�, I S3 C.J. 10 L F —i 13'-l" T-0"" STUB UP-1 TO 2ND FLOOR Lw' Z-6" x 2'-6" x V-0" w/ (3) FOR A/C #5's E.W. III I T77771 LEI 11 7T," -3 1/2" K IN 0 x 17 9" n LU 1 % i2 ,-a Uj 0 > _j co rM Z Jj 0 z PROVIDE 1/2" X 9 CN 3'-11 V-14 I 1/2" RECESS FOR 0? FRONT DOOR el = 4" 06 LU CD TOP OF CONC./ _j 00 Cf) LU LU PAVER TO BE 4" > LU BELOW FIN. FLR. d q_-j- 4' 4' 1'4" e 2'-6" x 2'-6" x o? C? V-121" wl (3) TYP. @ #5's E.W. SINGLE ur) STORY TYP. @ LU ENTRY rA 0 -1 �3 C? F_ t�B (2) #5 VERTS w/in ?S3 (2) #5 VERTS w/in FILLED CELL v FILLED CELL ---- — — — — — — — E NJ 1'-8" 16'-0" 19'-4" 5'-8" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION -A SCALE: )/4"=1'-0" CI -A 2:2 V.- CC It--) C�4 LA. I= Z .CIA In 0) ='.T ,CD a -W.— CD '% 0 114 N C%T. Al *C30 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 seal. W 01�1 E 0 CY) 8 IN R 1, 6 0 C-4 0 C') "T L u- -6 �; (LLL' 75 E , 6 0 U C 0 0= W M LLI 0 Lr) M LLW IN z C-) W El 0 (D cl- U) (D C/3 LU U 0 VM LU E U) c::' C.0 z z E ca_ 0 E —0 - -' Z < Z I, 0 � U 'T 6 CL tz 0. < Do D 0 0 C:) E 04 00 , '0 < < z z ::3 00 U) < "o 01, z co 02 0 W 1E �7 x C=) (Z:) CO 0 C:) cy) _j 0 6 0) 2 co r_1 CY) :3 C:) oo-%% < 0- . . C:) U) 0 LO C:) 0 0 C:) V) C'4 E CIO E 6i 00 6 ca z E CU E 0 0 '0 0 < r_ C: 0 _j JOB NO 22-09401 SCALE : AS NOTED SHEET NO. 5 z '111, , 1:11111110 11 9 N (0 12'-0" 13'-0" FT3GE TYP. @ CORNERS 0 60 �!!Q 24" /A —GO.C. MIN. L— LIQ 0 252 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL T FT7G FT6 TYP.. L1 En C? F- NN�,BRG. WALL 01 2�2 0 0 FT8G 2Sj FT13GE I FT1 1 5;zI -n G) FT1 1 WL . . . . . . . . . . . . �6 ><I TYP. @ 2 STORY. SEE JJ/S6 -n @ Lj., ....... ><I STEMWALL 35 ET9 D1 FT9 FG3 r7 7� _j D LEI! J1 U� IL3 CJ313 00 L0 CJ 1 B U I r7 DI co TYP. U.N.O. 7 6-0.1 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 134GE 5'-8" RI S1 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) 1" ' MP VIND SPEED (ALLOWABLE) 1014 MPH :XPOSURE CATEGORY EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA VALUE DENOTES PRESSURE a=4ft [4:12]-[12:121 (SQ FEET) VALUE DENOTES SUCTION AREA ROOF 1 2e 2. 2, 3 ---r 3e 3r] HIP -35.94 -49.57 -49.57 -49.57 G --T 7 , (D �\\�j 10 -38.22 -38.22 -60.99 -60.99 -60.99 t ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): I k 71 ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND4" O.0 IN FIELD Q 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. I CY, 6) or 1 V32" EXP. 103/16) 0 TILE* 1Y32" EXP. 1 C3/16) NOTE: 1 . PER CODE ASTM F1 667 RSRS-01 REFERENCE TO 8d (2 V8" x 0.113") NAILS W, —lie s1F z 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", 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) ADDIT IONAL DROPPED TRUSS 2x4 #2 SYP OUTILOOKER 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. 2 ROWS 8d @ 611 O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND -\ E 8d NAILS @ 6" O.C.---\ ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO—/ 2 �--ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL ;kLWALL JOINTAT48"O.C. MAX LSTA30 EACH SIDE TRUSSES--/ @ EACH END OF 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2" = V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FAS TENERS 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 9-10dxl 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 3 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 112" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - I Od x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 112% 8-1 Od H FGTR 4725 3400 wl (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 HD3B* 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" 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 wl (16) 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 N LUS26 1165/1060 1005/915 8 - 1 Od x 3" JUS26 100011080** --- 8 - 10d P HUS26 1320/3235 1335/2820 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q I 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 14-1 Old x 1-1 /2" S VGT-M 4940 3555 w/ (116) 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 w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR wl 12" EMBED W/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 31 00-M 4520-F 31 00-M 3800-F w/ (32) 16D SINKERS & (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 - 1 Od SPT22 735 8 - 1 Od SP2 1 1010 605 12 - 10d SPT24 1090 12- 10d uo ---1 12-1 Od x 1 1/2" 570 (20)1 Od x 1-1 /2" HCP2 590 555 1 HHCP2 680 MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET"OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") muaovv�o inuoa 1�r�nur�U�W�vcnl 111ILMOLU11INU 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 (6) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-O" 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 FLOOR FRAMING PLAN -A SCALE: Y4"=V-0" Go C%4 0 LAJ C= cc C-; C�4 LA- cl- cc C= C'4 CU C= CZ 0- N% & X/ 0 0 r F E To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - . Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. �� v) Milli W 0 0 0 c) ( 0 00 N 0? W :3 00 r— N C) ca LL LL EL uj 6- Z ia E 0 W 0 C) W co uj 20 C) ce) Z IL IL C14 < CE 0 d 0 z 0 C/) W 110 co U) V) .2 LLJ Lij U) Oft U LU 8 C) U) C:, C11> cy� 0 < __j LL- 03 CL 8 E co 0 Q �. '0 0 z E C14 03 t �0 z =3 < Z < '0 10 z U) z <. 20 U) 0 W 01 C-0 00 z < 3: 0 0 cy) > CU CID r1-1 >1 CY) co n c) 3: < cc CL 00 CN LO 0 co 04 0 CN C) 0 C:) Lq Q0 E CY) 0 z E FL E -0 0 < a) —j JOB NO: 22-09401 SCALE : AS NOTED_ SHEET NO. 6.1 !Z� �j 11111 J, l�T ill N i'1111pippi'l 1�1�1 po I''I 2�'-011 (2) TYP. 1__�@ HIP �CICORNERS \E\ TYP. UNO. TYP. LINO, 0 TYP. UNO (SEE JJ/S6 FOR STEM WALL OPT.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5r _j \E� _j .7 X I—OTYP. LINO 9, -4 11 / � I / RS ENGIN ERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND H I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMA7) 140�O MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA VALUE DENOTES PRESSURE (SCI FEET) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2r 3 3e r 3r a=4ft P tatl-f /%. 10 HIP -35.94 -49.57 -49.57 -49.57 BL GABLE -38.22 -3&22 -60.99 -60.99 60.99 f!OOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD @I I r ZONE 3 3e 3r: ASTM F1667 RSRS-01 l8d' NAILS r-) 4" 0 C ON EDGE AND 4" 0 C IN FIELD I ROOF SHEATHING: (D SHINGLE: Y16" EXP. 1 C1116) or 1%2" EXP. 103/16) 10 TILE- 1%2" EXP. 1 (1Y16) I NOTE: i 1 . PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS So I - -u td 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1 667 RSRS-03 1 Od (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. 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" HTA1 6 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10-10dxl 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1 1040 1015 18 - 1 Od x 1 112" RT16A 1020 1160 1 9 - 1 Od x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN 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 Odxl -1 /2" HTT5 5795 5/8" ANCH. /(26) 1 Od x1-1/2 K HD3B 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOODSCREWSAND HDU4-SDS2.5 W/ (10) 114" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT-F 4940 3555 w/ (16) 1/4" x 3" SDS CREWS AND HDU4-SDS2.5 W/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 1005/915 8 - 1 Od x 3" JUS26 1000/1080** --- 8 - 1 Od P HUS26 1320/3235 1335/2820 20 - 16d x 3 1/2" HUS26 2035/3400 (20)16d x 3-1/2" Q HUS28 1760/4095 172013125 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 14-1 Od x 1-1 /2" S VGT-M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET W/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HID (2 PLY) OR (52) U MGT 3965 3330 22 -1 Old x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od (1) 5/8" ATR w/ 12" EMBED w/ LISP CIA-7000C EPDXY V (2) LGT2 14060-M 3770-F 3500-M 3240-F w/ (32) 1 BID SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F W/ (32) 16D SINKERS & (14)1/4"x2l/4"TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" VVEDGE- BOLTS (2-PLY) OR (32) 161 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Cd 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 1 590 1 555 12-1 Od x 1 1/2" HCP2 1 680 1 570 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 / 480 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. (A) OR 2 PLY 'ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") -.A.— All . 1.1— 1.1-1—lu — _ I k I k�) U 1� 1 —0— � "IQ 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 (-). (B 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, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rl STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER—J A) INTERSECTIONS SPLICING w/ 2 x CONT LEDGER To BE STAGGER ED 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. C= rc.2, C.") C14 C:0 L6 CP W .— CJ 2 0 %N N 0 0 4 00Frs5\ 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, 14 W 'Ir E 00 q q 04 6 0) 0 00 "D R -. Lo C9 10 7) 1 V) I-- _-0 �0 4, CIJ 0 EL Lu , 7� - M LL LL Z CL se (a C to 0 5 3: 0 (D C'j 0 0 0� 3: W (n C3 z 00 0 a 1.0 M 04 < 0 0 IL W r_1 r_1 CDANM 0 L13 Iff I-"% 91 U) 2f . 0 �5 — 4-J cn LU C) 0 L V) U-) MINE 8 C) Z. 0 C.0 0 z U_ c6 E 0 -M co 00 .0 CL 0 �i 0, E E � ,2 1 z 0 W z 1,20 1 . I < 0 '0 < 0 z >< z C/3 10 02 2 < L� W C-3 W �'z 0 co z 2 C:) _j > cc 0 CY) >F C) < co C) 0 U) -2 CN +_j L0 0 2 r1*1 (0 C,4 0 (D C'4 0 0 0 . ) 0 LO N LO a) 0 E Cz z U) cu E 0 0 'a C13 (1) _j < 0 —1 - JOB NO: 22-09401 SCALE : AS NOTED SHEET NO. 6.2 ROOF FRAMING PLAN -A SCALE: Y4"=1'-0" S SEE SHEET D1 FOR ROOF FRAMING DETAILS 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS MISLILMISM GENERAL INSTALLATION NOTES I . Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U1 80. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units.. 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Untels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load Safe (ertical load Safe horizontal load <1 .0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS I 8RF14-1B11T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T C 0 8F20-0B/1T FORM & G d J)f <W 0 �--#5 BAR CONT. 81`12-1113/11T (0 Y' LINTEL DETAIL SCALE q N.T.& 00 EM ME No Im ME 0 0 no ME am.= 00 so 00 ME 0 E ME . wl0,015 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBA BOTTOM I OF LINNEL CAVITY U16-iBMT L) 10 �?5 tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT REBAR IN. AT TOP (1) REQ'D EAR 4L ALTERNATE POWERS STEEL LINTEL 4 0 A 4 ..... . #5 REBAR AT TOP 4 -alli - 7 LLJ Aq MIN. (1) REQ'D- . 1-1/2" CLEAR Z A 2 0 Z 4 -GROUT 0 C. M. U. 5 REBAR AT Cn U) UJ 0 BOTTOM OF U) � LU LJJ 0 lu-) ul) 0 o-* LINTEL CAVITY ED 0 () �- Lu X LU -BOTTOM REINFORCING �PROVIDED IN 0 Ir d 0 �- = < (j Z < LL w -L0 ZA > J, 7-5/8"ACTUAL LINTEL Z 04 3: 0:-0 ui 0 L -#5 REBAR AT BOTTC AS INDICATED NAL WIDTH (VARIES) , .. ae <) 0 MATERIALS ---16 GAUGE POWERS T.7-c-pr-e-ca-stTintels = 3500 psi. STEEL BOXED LINTEL 2. I'd prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f'g = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 1 . Refer to manufacturer's specifications for installation. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A51 0. 3. if lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5- A bonding agent must be applied to the Steel Box lintels prior to L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1 THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) y,,Xl 3" TAPCONS OR TITENS 4 �CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W1 Y2" EPDXY ANCHOR OR)/2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE lt SEE PLAN '-P'TIWALL Zt���&- KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" -S o? ;;t .J (D (D 5'-10" LL 13'-0" LL MIN.0 17'-4" LL LINTEL PLAN -A SCALE: Y4"=V-0" (D 8'-0" LL 0 4'-6" LL (D 4'-6" LL MIN(.�) 5'-8" LL C14 00 C= a r C14 cc cc cc AA E 12 "1., 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 AMAIIIIIIIIIIIII11k 'Ir E 0 m 8 0 C� co a) C? 5 U� -In U) I- I- u� 0 * L� uJ CO ut Z u� :� a (L C:: W 0 0 n r- 0) 2 W 05 c� 'n Lu Co Z� LO co Z r N 00 Z W Q;PJ Q) LU U 0 V) V) ZD C) E U) < 0 co co Cl) Z Z < __j U- cd- E C>- E CU rd F- < 20 0 0 Z CD CD 04 tro 0 0< �Z ru C: < �Z 0 0 Z Z Z U) < 81 . 02 < Z 0 L) CL 2 Z W W p- 3: Q 1 M C:- 0 C:) 10 N 8 cy) CCn E� ca 0 co >1 (y) C:) cc Ir- r1*1 < C3, -,- co C:) 0- 0 U) 2 3: CN 1-- L-0 0 2 C'4 0.) 0 0 0 LO LO < C.0 a) EE ?;, co CYI) CN -- ca Z =S E T- E 0 0 M < a C CD -J JOB NO: 22-09401 SCALE : AS NOTED_ SHEET NO. 7 r 'lilt' '17". 1 �� I' �� Ili r,jjijr in mill 111111 C" -3-- C! 7t C-4 Cn t2 C> V) all 0 E (D E 0 9 C', LZ -0 Q) LZ C14 Z__ C, _g 0 C14 C14 C:$ C14 lz�_ C14 im NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PRIEVENTINSECT INFESTATION, ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MIM) 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 APPLYTO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH, GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5fTMS 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", BYTHE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 1 ACI 530-16, ASCE 51TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. 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 W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLIF 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: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF ILL TOTAL DL + FLOOR LL + WL TOTAL DL + WIL 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 Ksj 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 XF GROUT FILLED MASONRY: X WELDED WIRE FABRIC (WWF): ASTIMA-185/A185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2,4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2" MIN. THICKNESS W1 MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.C. 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 W1 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 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.C. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL C5-N-S-IST OF BUT ARE NOT LIMITEDTO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksj 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 ", 1 Od = 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 BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE, 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 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 V-0" away from the building side walls. 3. Irrigation/s grinkler systems including all risers and spray hea s shall not be installed within 1' -0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318. 1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Sol] disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs befdre vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C,7ncrete overpow and mortar along the foundation perimeter must be removed be ore exterior soiltreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by licensed before -be issued. a pest control company a certificate of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-10" 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 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESS I ONALS'S HOP 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 1Y811 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. Go C= CJI C:,) cc C= C-4 03 10 e 'cc CU Ij Ln C3 0 10V tv I:" E r < 0 OPESS10 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 sea]. W E C) co 8 u 0 00 a) 0? LO , 'A F- r-- N 0 _j Lu 13 LL LLI 0 Z 9 i E 0 W Z3 N 0 0 W co co uj Z co Z IL < do Z 0 Cf) W EJ El CE- < E3 0 (V 0 4-1 LU 0 L.0 V) V) V00 U) L.Li 31 E < 0 W co co Z Z __j U_ C6 E cl- C E u z 0 Z< o. N .0 E �< 0< -Z �z w2 <. 0< .!3 0 Z U3 w. 02 Z 0 0 < 2. Z p- 1� :s < 0 -, C:) < C:) .2 C) M a) > 0 0) T ca (D >0 (y) :3 c) T_ oo., < co U) 00 CN 0 I:*- co 04 C) cy) C:) LO N LO CN It C.0 E CV) CN CY) 0 : co Z E a_ E 0 0 76 1 0 _j :T a I a) _j JOB NO: 22-09401 SCALE : AS NOTED SHEETNO. SN 7� TF11!INIJ �P�iljjj 11qMppR1J�;l 'Jill I,! _J W C) C14 04 01 0 -0 -2 t2 C:) E2 0 Cl- LZ C14 C'4 C:) _1�4 00 CL C14 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING ------ *.... ..... ... ............ ... .. ....... ... ........... .......... L..................... . . . . . . .... - I. � ... 1 .......... 16GAxl-1\2" LONG (3/4"-l" CROWN) . . . . . . . . . . . . . . . . . . . 16GAxl-1/2" LONG (3/4%1" STAPLES @ 6" O.C. VERT BETWEEN ..... ... .......... CR WN) STAPLES@6" STUDS (NOTED THUS:-) - OFFSET rip STAPLES BETWEEN STUDS AS SHOWN v 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 FBCR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA/JAX** 1 01-OVI TANK -LESS W/H CORNER OF H C G HOME GARAGE SIDE 000 (D 0 5'41 < STUB -OUT FOR -01, C:) GAS METER 0 0 qt 0 C14 MEASUREMENTS ARE FROM FINISHED FLOOR ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 1 U-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 1T-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 161-511 (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 191-311 (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 61-1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. F-13" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 'IT-01' (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154" (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 1.811.7 wood panels Two 3/4" wood panels or 2 x: 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x + 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 314" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x-+ 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1111 CEII�\ STD. 11'HOOK F BOND BEAM U) LU 0o CONT. #5 STD. 9 CONT. #5 BAR HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BONDBEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND , ! SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG, WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts rom STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min 2" ' Small gap 211 min. " ax. 4 max. I I /71 __T Clinch nails when possible 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/PIywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails . d when indicated or 4" a . require 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 thnn 1 r;onlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack L' *Non -stacking walls over squash=20 blocks and 0' require additional wall or beam below.� c onsideration. Check k local building code for appropriate details in One 1 Od box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block. (2x4 minimum)� i4� Bearing wall, Versa -Lam LVIL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES - DO NOT cut, notch or drill flanges Boise Joist Blocking I 1,RPT' (11 Offi nnilq Rt 6" n r. Ql--' Provide adequate bearing for each lapped joist. 1 Od nai Is SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table below D (see table below) 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 - Web Stiffener Fastener Schedule Joist Bearing Location Series -D-epth-FE—nd I intermediate BCI 5001so 9-1/2" � 2-8d 2-8d 11-7/8"� 2-8d 3-8d 14" 2-8d 5-8d BC16000so BC16500su' 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6--8d BC160so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2 -8d 6-8d BC190S6 11-7/81' 3-16d I 3-16d 14' 5-16d 5-16d 16" 6-16d 6-1 Rd SIMPS( w/ (22) - NAILS 1 5181 THRU BOLT SIMPSC w/ (22) NAILS I RTRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR E AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 'oc' he I -Joist can be offset &13/4" minimum bearing for each. ED up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 1 0dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — \-DO NOT CUT HOLES A ROUND HOLE MAY 67 6"' BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT -7 e-ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS, FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" 8 11-211 t_zl 111-31 1!-311 V-71 1A1111 2-41 Z-911 3-21 3-71 16" joist 12 1 -a, 11�111 T-2 . 1 �-2" 1 �-3' 1'-9' 2-4' 2-11 " 3-7- 4-2- 4-9' 6-41 1?R 16 1'-9' 1"" 1'-2' UZ' t--r' 2�-6' 3-2' 3-10" 4-9' 9-7' 6-4' 7-0 20 1'-9' 1"" 1'-2' �-Z' 2-9' 3'-U' 49' 4-IU" 5-11" 6-11" 7!-11" 24 1'-0' 1�4' l'-7* t-3' 2-6' 3-7- 4-9- 9 -10" T 2" E NOTES: l. 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. 7.1)/2" 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. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL 4 ON —Imm Backer block (12" wide min.) —111-111-111-111— Nail with 10- 1 Old nails. nstall tight to top flange. % ., .. .. SLEEVE THRU STEM SEE PLAN FOR 0 0 FOUNDATION INFO 4' STEM FOUNDATION GRADE Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" ap- 9 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet /height requirements . 7 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. NU UllAot 4 t1VU SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META1 2 META11 2 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN wl (18) 1 Od x 1 1/2" REQUIRED) NAILS 10A X1 1 /2' UPLIFT= 1015#1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's X 4'4'� CENTERED @ PIPE PENETRATION 4 �4 PLUMBING LINE PVC OR SCH40 SLEEVE 111—M _11 SEE FND. PLN. I SIZE & REI 12" BELOW PIPE VERTICAL THRU FIND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4 . I 4 IPVC OR SCH40 SLEEVE r- PLUMBING LINE A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. - L_ .4 TOP (2) #5's x T-O" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 4q 4 A. q 4 F .4 SEE FIND. PLN. SIZE & REINF. Az CL) '= UJ Co C-11 C-4 0- C-1 CU i5 f=_ cc CD .5 CL r= IA/ 0 1A .. ......... . 4 U Zit- e., S _�O\k 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 f r the structural engineering portions of the drawing pages beari Engineers signature and seal. W 'I E 0 5 0 CN Cb 0 g - r- 'M 75 0) 13 CU u_ _J Lu -6 ;3; a. Z 2 cag z :E , �__ C� YD 3: 0 W =0 z LMLW 0 LO C0 Z a N < z W CD < 13 V) Q) (D 0 LU 0 V) V) LU CO min U 0 0 C:, co I . z 01 LL_ E 8 E :11 -0 'z �d om cc F_ C1 Q 0, z CD E C:) M C*IJ t < 0< wl W� W2 r�� =3 <. MO CIO < R� 0 0, Z, z co > � 2'0 _J T 2,0 'Z' ul < �S� ;� g �D MJ CD I , 00 10 C: 2 C) _n - 0 19t CU 0 (3) L_ co r-1 >1 C10 C) ca 0-11.1 - C) U) .2 M N L0 0 't CN C) N (:7) C) 0 C:) LO L0 Iq E E co CY) . 0 M z :3 E E 0 0 C) _J 'a (D JOB NO 22-09401 SCALE AS NOTED SHEET NO. SIN 1 J!, qw) A v, LU I 4- t1_ C:) C'4 C, !:2 rl- C=) C14 V) :,s C-> E E Cn 0 Lz E! LZ C14 C-4 I=> C'4 45 0 12:1 Lo V /-2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @ 16" 0. C. W/ (2) 10'-0" (R302.1 1) FOR UNDERLAYMENT 16d TOENAILS T & B, REQUIREMENTS SEE R905.1.1 1/2' GYP. WB (MIN.) @ GARAGE SIDE IF PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" 01C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON TI 6 x 6 W1.4 x W1.4 w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM 01, 1 , 4 9 /Ni I D3161-CLASS F, IN I I I III 12 ACCORDANCE w/ TABLE (TYP.) V ZZ-7 7P) ARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) :Ell RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" k Q,� I ELEV. VARIESAJ["\ 5/8" OR 1/2" HIGH A ALUMINUM DRIP STRENGTH CEILING E EDGE BOARD PER CODE (OR 5/8" LUMINUM FASCIA L GYP. TYPE "X" @ GARAGE FA W/A HABITABLE ROOM 12" 2x N.O.. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL E SCREWS @ 7" O,C. SC SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16` KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) ____�TYPE 'IS" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" 1/2" GYPSUM WALLBOARD�A.2� U.N.O. (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 7 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC. SLAB cv) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X LU /-NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE co ;2� 00 6 MIL VAPOR 1115 :2� BARRIER -=I I 4 COMP. SOIL. .115 (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT.-/ ON 3" CHAIRS TYP. V-4" (1 STORY)l STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" OPT: DEPRESS SLAB 5,Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS---� BLOCK WALL BEYOND 14" O.H.D. RECESS Cl) A `4- 411 60 -1 SEE A/S3 OR J/S6 --I _L1:T T TIJIT-10 1-11=1 P-ITF, II -I,-- FOR REINF. INFO. L 3" MIN. CLEARANCE 11'.4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V.8" (2 STORY) GARAGE DOOR SLAB RECESS ri _J� SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"xl 6" NOM I NAL 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 %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" 0 ' S B SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6"O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8110 x 10" "J" BOLT @ 24" O.C. W/ 2"'x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"xl 2" TITE N H D @ 24" O.C. OR 5/8"xl O'WEDGE ANCHOR A. F. F. @ 24"O.C.) 211 ELEV. -0'-3 1/2" z 3 1/2" MIN. 0 A.F.F.*�n U_ Y� C:) �TF=T 1-1 �I /0 7�F _7v`1_ I L 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 %" 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 U.N.O. -2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-1)" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 104" (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) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d 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 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH 3 1/2" MIN. j6 L � qr Elr= I 1�� .. T� 1/2"(m in.)- 4" A P� 1/2"(min.)- 4- _L L 00 /0 T�=: _T I r= I I= ETI[= III - I L T= (2) #5 CONT. (2) #5 CONT, I ME, ;1, $1--111 1 411 1-4" 81 tr U.N.O. MIN. U.N.O. TYPICAL BEARING WALL STEP S TYPICAL BEARING WALL @ STEP HEARWALL (�C C "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" � S3 1/2" OR 7/16" OSI3 MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S. P. F. STUDS 16" O.C. BOUNDARIES, 611 O/C EDGES, AND 12" O/C FIELD. STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS, 2x STUDS @ 16" O/C ,,,,-2x INSULATION PER FBC AND ENERGY 81, C.M.U. FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION - #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 CN LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (110) 1 Od NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 124" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED I I BAR P.T. PLATE 11�11 � 1 1. � I/ I I , . ___2x FINISHED PER MFR INSTRUCTIONS N�"-#3 OR #4 REINFORCING BAR �ASSUMED GRADE z:E A.. t� I . \' D, , - .. 1> I ;2� FINISH GRADE 00 2 #3 & #4 LAP SPLICE 25" MIN. LAP [30" MIN. LAP] Y= S [GRADE 60 MIN. Fy= 60ksi] 00 0? �xx� XX-14 AA6 AAA\ AAA- AA, R 17/8" 6 MIL VAPOR BARRIE T, I 111=11ER #5 REINFORCING BAR #5 LAP SPLICE =5 36" MIN. LAP [36" MIN. LAP] _1 P 1 7 7 7 77 7 7 7-71 95% MODIFIED PROCTOR ASTM D1557) - 4" V-4" L-7 T i-'-' - � - -TT-,' -1 _111 iT.1 _111ii FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=1'-0" 1\,'S,3 SLAB INFORMATION. 6x6W1 ' 4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"---\ 7�1 GRADE 00 -(1) #5 REBAR w/ OPT. I I -Li fil rLI WLIIIT NL-11MIL-11 FERL-11=11 r1i_1 MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" � S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS 4 :d CY) I' 121 it il ao 1511 I EEI I FE V I U SEE A/S3 OR J/S6 FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S, ADDITIONAL INFORMATION. Q_ Cl) SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BID. P.T. 2x HOLD GYP. BD. 2 1/2" FROM SLAB CONT. BEAD SEALANT 0101, INTERIOR 'A . -3 1/2" CONCRETE NAILS W 11/2" EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB,,,,, - OP 6 MIL VAPOR BARRIER ..-I I -- 11 W1=1 I I I =1 I -I I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM W END OF 2" x PLATE Ld U) j> ILL] W U) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0-I (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E I Ll 5 9 P rT�111�T I (2) #5 CONT.__ ON 3" CHAIRS 0" 1_77 .1 Nxx/ xxx/,xxx,Nxxy \xw/ L 10.1 (TYP.) _�--#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. �3 SCALE: 3/4"=V-0" SEE PLAN 1 1/2" RECESS FOR x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS I AT 24" O.C. MAX. x CONNECTION INFO 4 SEE PLAN FOR /--hh x & LAYOUT DESIGN TOP OF BEAM VV SEE ROOF PLA N FOR STRUCTURAL I M (2) HTS20 BEAM SIZE & A CONNECTION INFO Cl) 115 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. U) 0 OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. - _j LU COLUMN SIZE AND BASE LU LU CONNECTION INFO. SLAB STEP & RECESS 0" S.G.D. M� SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. /-SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"xY TAPCONS MASONRYWALLAND ::1 GARAGE COLUMN TO PORCH SILL 2 AT 8" O.C, PAD FOOTING ATTACHMENTS & 18/D1 - 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD INSULATION PER CHART z 0 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN U) LU SIZE VARIES PER PLAN CONT, BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 K GRADE L FILLED SOLID (SEE PLAN FOR J 6 x 6 W1.4 x W1.4 Uj LU SIZE AND REINFORCEMENT) LU 0 T_1� WWF OR FIBERMESH Cl) BRICK PAVERS or SLAB PER LU 0- Uj 0 Lu U) LLJ 00 0 '4 - 0 4 Uj C) z COMMUNITY SPECS M C0 U _U IM OTING BEYOND PAD REINFORCEMENTJ 3" MIN. CLEARANCE NDATION (SEE SCHEDULE) FOOTING WIDTH 4. AD INFO. SEE SCHEDULE TAPERED COIL . U . MN FRAMING (CD�12 PATIO COLUMN FTG. DETAIL (N SCALE: 3/4"= T-D" SCALE: N.T.S. �3 VIA d) 1i L-3 C14 CC 4= I- ozz C�4 = o C= M CI) W \A/ 1��-S E 01- x'<0 Ir- ' r, �, -bo 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 EngineeI`s signature and seal. W W E 0 81 04 0) co 'a) 'c'! :R0 C11 C�, W Li U, CL Z ie 6 W (� �: 0 Co t, 0 0 L OD ul C\I Z < C') < 0 0 0 z U) W El El M Q) ru LU U 0 V) V) LU C CIO Juft LU a 0 - E ca All 0 U) < 17, C:::, co co C`3 'z , < U_ C6 E Wz z< ML 0 E 0 CU 6 F- 0. 00 C, E 04 2c zo zz Z. < I , z 0, Z, �z Cn < 0- ;-E z 0 z< , z U <0 .1 C:) < < C.0 R 0-. 00 3fl .0 C:) > co 0 Nit E2 CC 0 CY) C) ca T_ rl�l < 3.1e. CIO C:) L) U) 0 00 LO CC (D 0 CN a) C:) CD CD LID (N LO C.0 E M 0 ca z E (n 2 CC FL E 0 Z L) _j ca 0 JOB NO: 22-09401 SCALE : AS NOTED SHEET NO. S3 (MONO) V. 7 01 uj cD c14 t2 c:> I C' 4 5-1 Cr �12 9 5-1 E 1-7- 03 E E2 o o .0 t5 u ol a) oo o c=) in cn (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 TONEAILS SPACED STEEL AND GR UT 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" 2x BLOCKING @ EACH END W/ 10d @ 2 4" O.C. FROM EACH HEADER FACE 4 T T 0 BLOCKING --�(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" vAfRIE5 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL �4SCALE: N.T.S. 12 TYPICAL WALL SECTION (TYP) SEE ELEV. ------SEE 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 =-7,----POINT EVERY OTH ER + + STUD W1 (3) 1 Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW Ile' 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" OIC MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A 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 Z_ BLOCKING (TYP.) \--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. VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 112" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/81, 8" 75/81, 8" v —SOLIDAREASARE 7 5/81, 8" CL—* DOOR OPENING DOOR OPENING TO DRAIN V EXTERIOR El WALL WALL CLEAN -OUT rA F1 SCALE: N.T.S. 19TCOURSE 2ND COURSE v 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. MASONRYLAYOUT rD TYPICAL SECTION THRU WINDOW (B SCALE: N.T.S 1\'S � �4 KNOCK -OUT — BLOCK W/ (1 #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 4 STD. WHOOK 8` 8" J LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 1:7 —JE R :17— T 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'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE _j < LU > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. -"POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B`J BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED GARAGE FLOOR. SHED FORWARD THIS DRAWING. FOR GARAGE DOOR AND WATER PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W1 (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) 1 Od NAILS@ 8" ' OIC TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.0 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --CL 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 W/MOUNTING ANGLE FOP 3 1ARAGE )OOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER] TYPICAL GARAGE DOOR BUCK SCALE: N.T.S. HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (1) (2) (1) LSTA350 4'- 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (9) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2 ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER \—(2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W1 (2) X 12d TOENAILS BOX HEADER e EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W1 (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE wl SIMPSON LS30 wl (6) 1 Od x 11/2" EACH SIDE ""�2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S.. � �4 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER�" SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET As EB'LOCKING W/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING LU O/C FIELD 2xTOPPLATE—/ 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB ;71/ 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT V� L O.C. MAX. ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE FP EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT, UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERTIN CONC. FILLED CELL---- —i I W/ STD. 90' HOOK IN K.O. BLOCK 7-FM - v ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z wl (12) 16d NAILS TOP 2 ROWS 1 Old @ 3" 0. C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 16,,, SPLICE STAGGERED (41f, Y4/ 1 Od @ 8" O/C 61- ATTACH ALL EXTERIOR S TUDS W/ (4) 16d TOENAILS TO YbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. ��4� F= 2240 LBS SIMPSON SIMPSON SIMPSON SP4 SP2 SIMPSON SP4 SP2 . . : I IAA 2X STUDS @ 24" O.C. /8"x`10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE /-2X P.T. SECTION PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION JISS AND K/SS FOR ADDITIONAL DETAILS SIMPSON RECESS SP4 SP4 LINTEL ..1SP1 SIMPSON SIMPSON SP4 SP2 -NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALLI/**� j SCALE: N.T.S. '\, �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" PDXIEDA.T.R. & NUT OXIED A.T.R. I & NUT DXIED A.T.R. i & NUT SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 1 Od NAILS @ 6" STAGGERED 61 -BOLTS @ 24" O.C. J MAX —2X P.T. PLATE 2X8 P.T. BOTTOM P�ATE BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 " 2X8 P.T. BOTTOM PLATE I UU 5/8"xl 0" "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) FILLED 5/8"X10" J-BOLTS @ 2'-0" O�C. -MASONRY WALL 1 Od NAILS@ 4 1 Od NAILS @ 6" O.C. STAGGERED STAGGERED I NA INA NA TRANSOM FRAMING BEYOND. _M' 0 0 -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD OIC BOUNDARIES 6" 01C EDGES 10 SHEATHING & 8" O/C FIELD L e SIMPSON SP4 w/ (6) 1 Od x 1 12" (USE SP6 FOR 2x6 WALL, USE :—PLYWOOD SP8 FOR 2x8 WALL) SHEATHING o SIMPSON SP2w/(12) 10d NAILS MASONR Y 518"X1 0" J-BOLTS @ 24" O.C. e SIMPSON SP1 wl(10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: T__ 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R� REV. 06.24.22 SCALE: N.T.S. cpda 9 40 C14 C:) Uj C"i C'4 '!a I, M C= in C�A =1 19 cc C"4 :291- C2 Cr L�' cc 5. CS cc :;- U ow V,\ 151 E </ 1:4 Tr � *. U < , U -14 F i_0 43 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W 'Amh 4 - E I - ', q 5 0 , 6 co 0 0 co a) --j U) r-_ rZ :R 0) 4 6N C) *k L� c:: cu LL UL uj 0 Lu (L W 19 6 z 3: 0 0 W o 2'*- 0 3 - o Lo co Z b < 0 z 0 0 u) E] V) w C) 0 Ln V) YZ Lu e— co rz Lu E w < o c13 co 0 65 z <2 ILI_ cd- E �z z< cl- 0 E y — 'z z 0 �'c cu Ho o z g) E o z ow 1z z< o z z zu cg) 2 - z o �: 2< z. <3 Z o o CD CID 'jjj lo. '�i� o % .2 C) _17 E2 >0 cy) _j 0 D) E2 ca (D CIO :3 C) co 0- cc C) U) -2 LO (D 0 _0 L_ -0 cc (-D C'4 CD r**1 C14 (3) 0 -0 0 0 LO N LO CN < I;*, C-0 E CY) co z E (n a. E 0 Z m < 0 1 W JOB NO 22-09401 SCALE AS NOTED SHEET NO. S4 T 1111:00 2 WA -Ism !o1v- 0 111 6;1� 'I C) CN I -4 0 �2 CD 9 LZ C) 00 SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (2 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ 68 (2) 16 d N A I L IS; —�\ SCHEDULE FOR SHEATHING DETAIL-7 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BAC KNAI L w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK-G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX, 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAI L w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND t7 SCHEDULE FOR SHEATHING DETAIL �\\ IF 45'± 45'± z 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CROi BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL— 2x4 KICKER KI 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT SKER @4 @ 8'-0" O/C.. F_O�O/C EXTEND AT LEAST 90% OF EACH JOINT W1 (3) 1 Od 1" BRACE TO EXTEND 2x4CROSSBRACE 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 S I M PSON H2.5A w/ (10) 8d 2x8 P.T. B TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END 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 OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 11 NAILS @ 6" O,C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING� DETAIL 2"X4" CROSS BRACE x APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 11 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END N EACH JOINTw/ (3) 10d & (2) 10d (NOT REQ'D WHEN X TOE NAILS @ EA. END GABLE IS 4'-1 "OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING ,,-1/2" CDX PLYWOOD OR 7/16" @ 48" OIC FOR THE (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF \X NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED \ W/ (2) 16d TOENAILS . . 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING If 2x4 "T" ON TOP OF PANEL BLOCKING�l 2"x6" P.T. SILL \-WEEP SCREED NOTCH 1" BRACE HERE FASTEN WITH 1 0dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" O C THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL . . @ 48" O.C. INSTALLED PER MANUF. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING, FASTEN WITH O.C. MOISTURE BARRIER SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'- INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 0dx3" @ 4" O/C TRUSS & (4) 1/4"0" SIDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS -SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH 10d NAILS & (4)1/4"x2 114" SCALE: N.T.S. EMBEDMENT IN KO BLOCK STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SCALE: N.T.S, WEB, USE MSTAM36 w/ (7) SECTION O.C. MAX) w/ MIN. 4" SECTION_ r2 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 111 NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP x x SEE STRUCTURAL--,,," CHORD BLOCKING 0'4 NOTES AND NAILING x INFORMATION 00 00 SCHEDULEFOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 60 11 2 - 00 2"x4" CROSS BRACE ---- (2) 16d NAILS APPROX. 8" FROM 2X4 RAT RUN BRACING x RIDGE FASTENED AT AT 24" O.C. ON TOP OF 1N2" .,p EACH JOINT W/ (3) 1k BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE 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" LAMINATIONS W/ (2) ROWS OF 2X4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA, x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRYWALL 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. x7 LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARNG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) rD SEE TYP. WALL SECTION FOR SCALE: 3/4" V-10" -UP COLUMNS /1-1, �0 TYPICAL NAILING SCHEDULES FOR BUILT 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT ------ 2" 4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" �SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. J x 0.131 AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO. 131 @ 8" 0. C. ALTERNATE NON -DROP GABLE END DETAIL —10� SCALE: N.T.S. �, �5 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 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB TA -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6"O.C. E AND 12"' C. FIELD XCJACK TRUSS SEE PLAN FOR CONNECTION 2X4 "T" ON TOP OF PANEL--j L LL� BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 1 0dx3" @ 4" O/C (2) 12d TOENAILS SECTION r9 H11 T SCALE: N.T.S. 1,,��5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \--MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 L" B RAC E W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 101S5 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. EDGES AND 12" O.C. FIELD -2X4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2x4 BLOCKING-,,,,, --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE AT7ACHEDW/ 10d NAILS @ 4- O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL SCALE: N.T.S. s5 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED — ---16d NAIL W/ 1 Od NAILS @ 4" 0. TYPICAL TT W GABLE TRUSS WEB SINGLE 1" BRACING DETAIIr6N� SCALE: N.T.S. �5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d -2x4 LEDGER (MATCH BOTTOM CHORD (2) 2"x8" 1" BRACE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) FASTENED WITH (3) STUD WALL (SEE TYP. SEC.) 16d PER SIDE SCALE: N.T.S. SCALE: N.T.S. SCISSOR GABLE "T" BRACE SECTION r3 SECTION 4� REV. 06,08.22 �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. 8d @ 1 MrNr\M 'rrni 100=1 1/4"xl 1/2" SIDS SCREWS TO' BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ z 0- �-BRACING w/ (3) 1 Od x 1 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N. 0.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 2411 0'0" - T-13" T-0" - 6-0" U-10" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" 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 FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA1 OKT W/ (4) 1/4"xl 112" SIDS SCREWS TO TRUSS & (4) 1/4"X3" SIDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN < d W LU 9 9 9 M z CD LLJ LLJ < 9 0 ;t C=) 9 d W — C) 9 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)'7" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCS] 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 C% L C= 00 C*41 C-.) C:) C_4 0 = i.-4 =,LA. 0- (P g S t= W In = v C 0. FESO)\ 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. W -. E 00 5 0 cc�o 00 co 0 Y) V U), r- N 1* 4 g :0, LL o u- n- - — UJ Z W 0 0 �-c W z 0 2i 0� i� W M w cc 0 LO co Z cli . i "1 0 C 0 0 z 0 Co W 11 El CO < a) < — 13 V) 21- W 0 LU Q) 0 V) V) g W& A CO U 6 W 4.11 — E ma l3 6, 0 0 CD co C13 co z < U- c6 E o CL E uj Z, zE 2� W. 0 C) �z <z � O� . O� Z z Y .0 1 U) Cn 2 z z< s W ca- < �E i�: 2z CD CD < �O I z< 0 C:) >� co 0 L- co co oo� < co 0 M 2 CN LO 0 qqt CU (D C:) 04 110 0 C:) LO C14 U') < It -- CD E 0 M z =3 E U) CU E 0 0 0 'a < a) JOB NO: 22-09401 SCALE AS NOTED SHEET NO. — S5 :A zz - W-M P C:) C'4 C Cr Cn 31- C, �2 C�- 311 C) -0 0- E 1-2 E 0 -U E 0 2 0 0 01 S'4 00 Cn SCALE: 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, VV/ALL SECTIO FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING ALIGN THIS STUD WITH E OF 2ND RISER 3YP CUT TO FIT z kRS IN WALL —2xl 2 SYP I BEARS IN WALL —2x6 SYP 2,4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER—\,,, (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2" AT STRINGER CONTACT POINTS NAILS) fIEW "All SECTION VIEW 111311 SCALE: 1 T-0" SCALE: 1 1 1-01, GN THIS STUD WITH FACE OF 2nd RISER 1x4 GLUED AND NAILED TO STRINGER I 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUSTNOTTOUCH SCAB 2x4 GLUED AND NAILED (EACH 2x12 SYP SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER STRINGER MAINTAIN BETWEEN 1' 4 AN D 4'GAP TO P AN D BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 7- -2x4 BLOCKING FOR 2x12 4-2.x4 PT UNDER 2x12 ROVIDE MOISTURE/ PROTECTION wIl=MT..;� ATTACH AALL CnMPnNENTS OF STAIR TO CONC. W/ -11' X 4 214.'TAPCONS @ MAX. 32" O.C. N OVI DE MOISTURE/ OTECTION L/A )NEN �S TT W " X OF / 4 X "0. C —ATTACH ALL COMPONENTS 24 1x4 GLUED AND 32 OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER 2 -41" TAPCONS @ MAX. 32" O.C. G-1 TOP OF - STRINGER STRINGERS G E7 2x4 BLOCKING FOR 2x12 SIMPSON A�35� 'CH 2x4 PT UNDER 2x12 OR LSC EACH I Z1\ 2X4 SYP BLOCKING FOR STRAP PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU (14) 1 Od x 1 1/2" NAILS) STRINGER CONTACT POINTS N VIEW "D11 SCALE: 1 T-0" PLYWOOD -2x SYP CUT TO FIT BEARS IN WALL ---2xl 2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1 1'-1 2x4 GLUED AND NAILED SECTION D—D SCALE: 1 1'-0'; —3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON '�x8 AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 SYP GLUED BOTTOM, GLUED AND 1/2 NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2xl 2 STOP TREAD 2xl 2 TREAD GLUED GLUEDAND AND NAILED--\ NAILEC 2x4 PT NOTCHED INTO x8 SYP DRYWALL STOP MUST STRINGER AND TAPCO t? INTO FLOOR WITH GI-Un�� NOT TOUCH STRINGERS AT STRINGER CONTACT �LOCK IN KNEEWALL FOR 2x12 NAILING POINTS 11x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING y^H SECTION VIEW SCALE: 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS L/1712x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW "Ell SCALE: 1" 1'-0'. SECTION VIEW SCALE: v-0", 2 ON DECK -3/4 PLYWC --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCK] C NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 VIC11 SECTION VIEW SCALE: 1 1'-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS7 (2) LAYER EDGE GOLD OSB OR PLYWOOD OR 1 �X16" LVIL 4' ATTACHED W1 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "Gll SE SCALE: I"= 1'-0" CTION VIEW SCALE: -1, = i,-o,, 2. PER CONTRACT El PROVIDE SOLID BLOCKING BELOWALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. L POST LET INTO �LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWELPOST BLOCKING SCALE: V= T-0" STAIR CONSTRUCTION DETAILS F I 1X17 REDUCE SCALE.5) E: AS NOTED L JOINT -L TO OISTS) D NAILED AND '0 TOP PLATE INTO RIM BAND, �ND NAILED TO WALL BELOW L JOINT -L TO OISTS) H 2X STRING�R 2X B CKING L I OPSON MTS w/ 10d x 1 1/2" NAIL 0 2 S D OR 3 IS 2X BLOC ING R R VARIES� b;zi '�ECTION VIEW 111-111 SCALE: 1 1'-0" C%A C) va C.2 Co -o4 U- o- Z; 'M t-: g -0 co C-A C;Lr_ 3: q ice. jc; to T-- 11 �N01%101 11111111 VN h 7*- 4u ROFESS\ N\\N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florda 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 .4 "T E ID " 0, 0 RN 1�1 M -C �o 01 C-0 .1 �!! 9) 1-0 -� 112 1.0 0 4 NO . L� co -,;r C: -j LU M U- -j = -6 Y, z M C: I;t = MCI 1% =3 M 0 0 z U) Z� 0 20 Mz < z 0 < 0 U) W DID ;z M <0 2! * . < cn,- U) U-j 0 V) V) LU ci, - ZD Oft M co LU all E 8 < 0 44 co M ::j , Z< co U- ce E Z. 2 W M 0 z ON <� 8 — "i 'g Z@ CU 6 F— —=, §.0 57, - 00 < 00 n 0 z E I <z 01 �z -Z 0 .1 z W 0 '0 0 z Cn 0 0 LL W >, 0 3: 0 0 OR cc) 3: > 0 [2 =3 0 co C) n -2 M 3: N C: LO (1) 0 -0 2 r4', cc CN C14 C) 0 LO U) E 0 M E -0 IL 4-; 0 -j �0 Iru -:t Q 30B NO: 22-09401 SCALE AS NOTED SHEET NO. ST IRT C! LO C) C-4 t2 r— C) R C> cn 3:; 0 C) E E 'n (1) LZ E2 2 t7- C14 00 r CL C14 C14 C) i�� CD 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER x4 1/2" DRYWALL F-1 1x4 UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P�T. TO PRODUCT MAX. 8" PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. j ><A APPROVAL FOR CONN. X APPROVAL FOR CONN. APPROVAL FOR CONN. x4 x4 P.T. FURRING #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3/16"0 X 3" LONG //E FURRING (2) ROWS 3/16" x 3-1/2"' FURRING //, //' #5 REBAR O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0 / 1 //1 // TAPCONS L,2X8 (TYP,) 0# 6" O.C. EDGES AND 12" O.C. F1 ELD TAPCON @ 16" O.C. & 4" TAPCON. INTO STAGGERED @ 16" I% 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING O.C. 2-ROWS INTO 1" DETAIL 2" EDGE DIST. ATTACH 0TD. 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRYTHROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1 1% 90- HOOK (TYP.) STD. 90' @ TOP & BTTM CHORD, AND (8) 1 x4 P.T. & 1 x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. ><. WEB 3/16" x 3 -1/2" — 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT / , 4% T77 7 V_M ETAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL I I F1 L NOTE: APPROVAL FOR CONN. N 1x4 EACH END W/ MIN. TO PRODUCT 1x4 F 0 o Ll L LAP SHEATHING TO DOOR JAMB (REFER / " I I / — �1 6" TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" 3-1/2" TAPCON 16" - -V BOTTOM OF BAND JOIST TYPICAL 'V !/2"\D x @ 1x4 APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & FURRING Ail END w/ MIN. 2" EDGE DIST . D IST 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY wl ii� W1 N�OTCF_ NOTC FIRST COURSE oe" SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ1D MIN. 2" EDGE DIST. (2) ROWS 1 OdxY 2x8 \_ INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK STAGGERED @ 12" 2x DETAIL 2 1/4" DETAIL 0-c. .3-1/4" DETAIL NOTCH WEB AT THE ±5 A_ FIRST 2 COURSES I UT OV rc C BUILDO ER SIZE DOOR -WINDOW ROUGH OPENINGS cc FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION (H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. � �S SEE TYP. 2-STORY WALL SECTION FOR ADDL. SCALE: N.T.S. �S INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN. A -A = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BILK.) 114" MAX 8" SOLID W/GROUT 'T 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SIDS SEE NOTE 1 BELOW ------ 70, 1/2" DRYWALL SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA 2x845' DIAGONAL (4) 10d NAILS INTO I INTO —LEAVE A CUT OUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. BLKG 7n INSIDE TO ALLOW FOR INSULATION 4 . 7/16" OSB CUT HOLE IN O.S.B. FOR i OLEIN O-S FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE ALUM FASCIA ,G WALL TYP E FOR OVERHANGS BETWEEN OVER 11/2" . 1 CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK \ ARCH PANEL .13 - C LL IS POLY CELL IN THIS AREA ---2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN PER PLAN 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. :A SCRIBE (NOTCH) I nI m All , IMT sz BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END RETROFIT TRUSS DETAIL 71 SS NAIL w/ 5/16" HEAD F CHANN�EL, D [A. @ 24" O.C. OVERHANG-L CONNECT W1 8d NAILS BRACE/ BLKG. FASTENED PER I I E - \_2 N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT INSTALL WDW. SCREW ANCHOR4 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN, OSB ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN CONT 2x4 NAILED TO — 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE BLOCKING w/ 2-12d NAILS CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH wl 3712d NAILS, TYP. (-) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y? WOOD F��HANGS LESS THAN 3/4" - NO REPAIR REQ'D. — — — — 1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL 4'MAX. RAID. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 11-011 51-011 SCALE: N.T.S. SS JACK TRUSS PROVIDED BY 12 PRODUCT APPROVAL) F CHANNEL FASTENED TO: L TRUSS COMPANY OR - CMU wl T NAIL.097" DIA. @ 24" O.C. wl 5/8" MIN. EMBEDMENT 2x6 #2 SYP @ 24" O.C. PLAN - WOOD wl (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND [NISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 3 1/4" TAPCON (1 1/4" MIN ROOF SHEATHING ATTACHED PATTERN - SUB FASCIA wl 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE b B-B EMBEDMENT INT;31"�K. /4" MAX PER NAILING SCHEDULE LL #5 BAR 2'-0" 8" SIMPSON STRUCTURAL SOFFIT .10" % . - v - . .4 V ... A CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SF01 &RCI T 0 9 TT H IN TOP 14 1'X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) S CALE: 3/4" = V-0" FOR ALUMINUM SOFFITS WITH SPANS S �9 �HD KNOCKOUT/ 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER 0 * THE SOFFIT FL PA INSTALLATION CRITERIA A CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d % NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OFW41\. BRACE EXCEEDS 24" PROVIDE (2) MIN. TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" CONT. W/ 12d NAILS JACK TRUSS PROVIDED BY—/ SIZE AND REINF. PER PLAN AND SECTION DETAILS E i LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 A CLEAN FILL J. 2 x 8 VERT. BRACE(S) -------- INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT TO BE INSTALLED 4'-0" MAX SEE PLAN TRUSS AS SHOWN FOR O.H. UP TO Z-13" BUILT UP PLWD. BUCK - * DOUBLE 2x4 SCAB FOR Z-15" TO 4'-0" O.H. —STANDARD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + 44k�-, 4" + + (2) 10d NAILS @ 8" O.C. 99 HOOK #5 BAR IN TO FIT ARCH CONNECT W/ _'12 START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y2"WOOD + + TO TRUSS TOP CHORD FILLEC 8d NAILS x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4'MAX. RAID' SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + INSTALL WDW, SCREW—_'1_____� BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" + PLYWOOD SHEATHING ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + PER INSTALLATION DETAILS B-B ARCH DETAIL HIP. DESIGNED ONLY FOR THE SECTION @ ENTRY + BLOCKING AS STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. � INSTALLATION OF SHINGLE SCALE: 3/4" V-0" + TRUSS REQUIRED TO + MONO TO STEMWALL FOOTING SECTION DETAILS �S AND METAL ROOF FINISH �S SUPPORT SOFFIT 2X4 Syp SCALE: 3/4" = V-0" I EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. SEE LINTEL EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL tENTER SO��IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W ' W ' M " AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") #5x6'EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS #5 CONT. TOP & MID SECTION @ ROOF EXTENSION rM z 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 WITH MIN. 3" COVER 6'-0" SCALE: 3/4" V-0" 0 (n A (EVERY OTHER �S < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP //,-F. M LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 9 SEE SHEET D2 AND SIMPSON HTT4 w/ (18) 1 Od x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL LU U REINFORCING AS FOLLOWS: SEALANT I E.1 11 7-711 F FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO < Cl) U_ a. PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. El I F=.1 I jEij I 1=1 I I —I III I 5/8" DIA. ALL THREAD ROD #5x6'EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ EPDXIED w/ SIMPSON "SET" 0 ;2� EXISTING FOOTING (2) #5x6'IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6" EMBEDMENT & FILLED CELL SMOOTH. DO NO FURROW. MI EDGE DISTANCE DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW, MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP X GRADE < SET BAR IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE C14 REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. Cl) TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT . a . SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL N� SIN C> (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 RE BAR. (2-STORY) SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY e EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 10 Qi� SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURIER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" RETROFIT FOR MISSING 10 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" C co c%4 C`1 S C-4 !, X5 3: CC C) —C W N ��O S E 3 cc R U < 0 i 0. C F% ON OFESS\0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9) W AN A� 11 "t F= 0 4 -N q co, 5 C"I IF ul 0 ;� �2 -) U) U-) ZR (1) N 0 - I Lu LL LL IL Z 75 C: 0 13 :5 FE W MCUN CP LU 05 . z 20 Z� " z LL L N < a, a z 0 W V) M Q) 0 Cn LU C:I 0 Ljj V) ra, V) .3 W E U C�, 0 C0 < —0 C.0 z 0 U_ cd- E 5 19 CD- 0 Ca < 0 0 > E < CO �z 0< 1 0, co z U) �H z 0 W 0 < .0 C:) co 03 `v 0, C) TZ E2 4) cy) > 0 Ca ca 3: T_ r1w, < CT = cc C) -2 Ln U rl. CD M CD N LO a) E CN -E M 0 INS z :3 E Cn ca E 0 0 'a 0 _j < Q) _j JOB NO: 22-09401 SCALE : AS NOTED SHEET NO. SS fill, III 11!, 111 11 ?:I!� J] LL1 C> Cq Q �2 r- C=) 9 ED 0 =3 CI Cn 9 E Cf) E < W 0 C14 00 45 En CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDS NEXT TO COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS 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 BRACES AT 20'-0" SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB,:�' I 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 W/ (24) 1 Od x 1 1/2" NAILS EACH TB , . PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. CONT. ROOF SHEATHING AT TRUSS TOP BETWEEN EA. TRUSS MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----/-WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" 4 (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" , I GRADE F_�� 7 i—= to- 1 1 Sk 1'4' PORCH SILL 15 I SCALE: N.T.S. DIAGONAL AT 8f-01' MAX WOOD TRUSS #2 SPF 48" O.C. W/ (4) VERTICAL SCAB 2 x 6 1 Od TOP & BOTTOM OR SIMPSON H2.5Aw/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2X6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4 FT @ 2'-0" 0. C. MAX. W/ (3) 1 Od COMMON TOENAILS TO BEAM 2X4 CONT. AT--/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A A LTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE PLAN FOR SEE FLOOR PLAN FOR BRG. OR REQ'D STAIR INFO. IF CONCRETE STAIRS NON-BRG. WALL FORMED & POURED W/ (1) #5 EACH STEP 2? L-- � I __ IL * . I III II 4 z U) PORCH SLAB SEE- FOUNDATION PLAN Uj Uj U) LLJ TR3r (2) #5's CON T. T& B 7 . 7— W/ #3 STI RRU PS AT i 4 z 4'-0" WHEN DEPTH EXCEEDS 301, -LOWER OR GARAGE SLAB V-4" SEE PLAN LARGE STEP DOWNK'17� SCALE: N.T.S. 2X4 STUDS W/ SIMPSON SP1 W/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. ROOF SEE SHEATHING PLAN 2X4 BL OCKING BETWEEN TRUSSES SECT. A -A 1 E AN SHI PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W1 (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP' TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER TRUSSES HIP G.T Ar 21 1 SIDE OR BOTH IF REQ'D) (2) 12 D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR __TSEE PLAN FOR SIZE & BASE CONNECTION P LAN L_Lj _1� PORCH SLAB SEE -A FOUNDATION PLAN % 1'4' N' EXTEND SLAB 1 1/2" T(2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0' WHEN DEPTH EXCEEDS 30" GRADE 04 Z — 75 ENTRY PORCH SILL KO'14� SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE MASONR Y z 0 W W W U) INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN I COURSES W/ W/ (1) #5 CONT REQ'D @ MID FA 4 ASONRY PIER SEE FLOOR TO CMU BASE OR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5 . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED Alk MAX 3 SOLID. SEE ELEV. �FCOURSE FOR BASE SIZE (3) #5's EA. WAY 1 -1 % X - -A— V77_ ! , a-" _! V_ __1 I I' PORCH SLAB SEE - I I I - , '-" , AkSLAB FOUNDATION PLAN LEVEL 2 #5' CO NT T&B / I I . -T !— ( ) s SEE CUT CONTRACTOR TO INSTA 1 1 #3 STIRRUPS AT 4'-0" SECTION FOR MIN 3" x 3" WEEP HOLE WHEN DEPTH ALONG W/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDI MASONRY COLUMN 6"� ENTRY PORCH SILL SCALE: N.T.S. SIMPSON LSTA18 CENTERED AT W/ (12) 1 Od NAILS SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INR EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE r2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 10d NAILS OR SIMPSON MTS12 W/ (14) 1 Od x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. ><- M FLOOR GIRDER 16" FLOOR SYSTE SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION (22� SCALE: N.T.S. kN�'� TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT. @ SLAB LEVEL EXTEND SLAB 1 112" BEYOND LOCK FACE EXTEND SLAB 1 1/2" RADE —1 SIMPSON HUC41 0 W/ (14) kSEE PLAN FOR CANT 16d INTO HEADER& (6) — 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO L REQ'D ONLY WHEN INDICATED ON BM. _____--7/16" SCHEDULE/PLAN OSB FLITCH PLATE FO SEE FLOOR PLAN FOR REQ'D ONLY WHEN ASE COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO OPTION A OPTION B OPTION C SCHEDLILE/PLAN COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 W/ (14) 1 Od NAI LS TYP. U. N. 0. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A r__� A SEE PLAN FOR TOP OF BEAM SEE PLAN FOR CANT. IF ___*1 INDICATED 0. 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S SCALE: N.T.S. BM SPLICE OVER CENTER OF POST q ///- MIDDLE STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE " it , VA IES W/ . ....... ROOF SLOPE WOOD WALL OR TRUSS. ---2X4 CONT. W/ (2) SEE PLAN 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR /-ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 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. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 W/ (8) 1 Od NAILS OR IF2 PLYTRUSS N / SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 W/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4)16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF IIl' �q - SCALE: 1/2" V-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ OP WALL "-�EE PLAN Y2" CDX PLYWOOD OR Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM MIN. (2) 2x8 #2 SYP , HEADER. SEE Q/S4 FOR �1 ) OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP GARAGE OR LOWER SLAB SEE PLAN " A LGARAGEOR O� 2"' I A.' 4 : -A 0 4v. 4 A 4. C�j z A . . 114" 411 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT x 4 A MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" 11 SECTION GARAGE MON SCALE: N.T.S. 00 C-4 L-W C� g Zn q cp cc 1 -4 �� .40- C 3� r_- co 5� C '.7- _'_-3 5. CD I I I fill,, SE < ' 1b _'j ut `�OFESS\� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W 'AAft 11- E WM 4 81 q 0 Uj 0 :1 .11, to co - Z (6 C: U) 119 =_ M 04 W 0 0 W U) c� E - Z� 0 LO Mz IL & N < [if 0 b 0 <0 z 0 Cn W El El V) (D (V 4 0 D' Ln Ln -91 Oft (a I— U) LU _= 2 8 0 U) < C' 0, z z < LL_ C6 CD- 0 E U .1 - zo QL z Ca - - E CD < 0 00 0M 1< z z t W, :9� ra C < 0, 10 �m 0, Z� z z WO W 'n < W, 10 M < Z 0 z W 0. z 0 Mj I=> co 'IT 11, �1 < �� T 01 03:. C) E2 a) cvi > _j C 4i 0) E2 CU co CV') co C) r < co C) 0- U) �: LO +_j 0 -0 co CN C) C'4 C) J L0 E CN 'E 0 ca z E 2 CU a 2 0- E _0 0 0 '0 ca 0 -1 < in a) _j JOB NO: 22-09401 SCALE: AS NOTED SHEET NO. D 1 (MONO) r -I& -�Nv r %; 4- inor-j*M v avv; NJ - - - - - - - - - - - - - - - - (2) SIMPSON MSTAM36 STRAPS w/ (7) 1 Od NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS wl (26) 1 Od J7 NAILS (G.C. TO INSURE SOLID BLOCKING EXT. SHEATHING FLUSH W/ TOP SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE DETAILS (�W2xSTUDS---, FLOOR SYSTEM SEE PLAN IS INSTALLED). SCALE: N.T.S. SCALE: N.T.S. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMBSTUD SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP -7 SIMPSON LSTA24 w/(18) 10d NAILS 2-2x4SPF SIMPSON CS16 w/ MIN. 12" END T Ti� OP PLATES LENGTH ON STUDS W/ (11) 1 Od NAILS TO STUDS ABOVE & (11) 1 Od NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7 SPF 'X' EMBEDMENT PAST STEP. G2 BA E PLATE ERED OF SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE C B B FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 OR BEAM WALL) AT EACH STUD AT HEADER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 2 x 4 #2 SPF STUDS INTERIOR HEADER AT 16" O.C. U.N. 0. (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS F TYP (1) 2x SILL PLATE W/ (2) 12d TOENAILS. �`O - "1 F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 16" 1 SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR r5 ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" 0 , C (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (2) 10d TOENAILS AT EACH F(1) 2x SILL PLATE W1 (2)12dTOENAILS. EXTERIOR HEADERS END OF SILL (MAX. OPENING A (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET A SIMPSON LS30 w/ (6) 1 Od x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'ID JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 1 Od NAILS END OF OPENING CENTERED NAILED TO STUD PACK FLOOR DECK W/ 1 Od NAILS @ 8"o.c. FLOOR TRUSS/ WOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d — TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL BELOW AND ALT. BLOCKING INFO 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR zi 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING wl (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.0 WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIS END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL lit' �2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) S I M PSON LSTA30 w/ (22) 1 Od 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN INTERIOR, HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 161, O.C. 1 Od x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B 2 10d TOENAILS EACH D F SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 1 Od NAILS @ 8"O.C.— TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL-------_ NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7)----- TIE BEAM 1 Od NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. no SEE SS FOR RETROFIT i . SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 wl (22) SIMPSON SP4 wl (6) 10d x 1 1/2" (USE SP6 FOR "V'= 10d NAILS BENT OVER TOP 2x6 Al 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADERISTUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x S I L L P LATE W/ (2) 12dTO E NAI LS. @END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE wl SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 1 Od x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 1 Od NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL ---------- IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 1 Od x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 1 Od NAILS & (4) 1/4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT UU1114114F-1- 1 IUI'q 117 IVIO 1 MIVIOU CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIE U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL ------ — (2) SIMPSON MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER ZUSS. SEE PLAN FOR )NNECTION. =_E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR COL. SIZE I IT I �I�NAILING AREA (TYP.) (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT % _N�SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER K-7 SCALE: N.T.S. 2x4 STUDS PER PLAN Lj�DOUBLE 2x4 TOP PLATE uo p T 3�2 WS 10d @ V 'O/C A PROVIDE 2x4 ON --J TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W1 (2) 10d NAILS @ 3" O.C. 2x4 B EYO N D AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE DOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. (1) SIMPSON LSTA30 w/ (22) 1 Od NAILS BENT OVERTOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C� (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 1 Od TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 1 Od 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING S I M PSON LSTA30 w/ (11) 1 Od NAILED TO STUD TO STUDS ABOVE PLATE PACK w11 Od NAILS @ 8"O.C. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA3 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8JD-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOORr4N� SCALE: N T S � j 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT! DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 SYP U.N.O. 2 x CONT. T & B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x612x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION I ,.)tztz 0 1 AlIqUANU rit:/-\Ut:h CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x WALL) @ 24" O.C. BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 1 Od — (2) 2x TOP PLATE NAILS WRAPPED UP AND /f2x, CRIPPLES @ 16" O.C. wl SI OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE "PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCHJACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 1 Od x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) "u '--ADDITIONAL STRAPS ,.,�SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS :/—(2) SIMPSON LSTA24 W/ (18) 10d NAILS \_ (2) 2x HEADER SEE PLAN "A MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 1 Od x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR r8 SCALE: N.T.S. 00 C-4 W C', cc C -1 C C 5 CO CP Cc z: _V3 C2. A� \N N E _j 0 Ul ql�§ 0 0 %/?0FESS\0 z ),\\\\�j k "I"fif (fit 1111 �X\ 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 0 UJI C-, 6 cc) a) �2 co U) 0 (o jn, "20 Z :R - *�, cli 0 u o, _j Lu W Z3 C? W 0 c� Lu IL M CN z d C) 6 W 0 8 < V) Q) Q X 0 4--J c/o -6 L.0 0 L/) V) LU , R USA U) & LL, 8 U o U) z C', 00 z < LL_ c6 E 0_ 8 E 0 zR < Z, z CU F_ c::- 0. 00 .0 0- 0 < z W U) < oy '0 0� z ICU 0 zz n 0 < W < C:) 0 0 C: X > co 0 CU 0 (0 CY) :3 C) co < C) U) .2 ED 4_j C: +_j 0 cc C14 0 C\1 C:) 0 C) L0 IN LO E CY) CN if; 0 cc E (n FL E 4-; 0 0 I U _j _0 C� < 0 1 a) _j JOB NO 22-09401 SCALE : AS NOTED SHEET NO. D2 ARM �A,, , , r� "i , I ., I I L ' _- , I - - - - : - 17 1! ! 1; 1 1 111 11 i � I !II 111 Il!II1IT111I I 191� l!J1111 1 1 i 1"i ! I LLJ C) t2 r- C) 01 rr V) Z 0 _n _n C14 C�4 C) 0 0- E 9 c, w E 0 cn 0 E2 0 0 C.) cD LZ oo c-4 in FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER- WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING WEATHER SLOPE RESISITIVE 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 BARRIER EXTERIOR r WOOD FRAME CONSTIR, (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FILASHING.. _1" BEAD OF CONSTR. SHEATHING L BY LAPPING DOWN A3/D4'H'ESIIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIS T AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. Ar, RETURN UP JAMB 6". USE LIQUID R703. 1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMBLED WNDOW) NAIL BRAND OR EQUAL WEATHER @ EXTERIOR CEMT. FIN. water within the wall assembly by providing a water -resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING WEATHER SELF -ADHERED FLASHING BUILDING PAPER RES181TIVE D BARRIER SEAL TOPS OF JOISTS 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 UNDER DECKING SUBIFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied (SEE DETAIL WP07) SELF -ADHERED FLASHING --- 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 HEAD FLASHING TIE-IN INSTRUXTIONS: No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1 . Cut, fold up & temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation V MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold barrier back head 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 BE USED. weather resistive over flashing and seal with tape V Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: INTS FLANGED WINDOW SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance EXTERIOR DOOR WITH DECK - SECTION A WT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD 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 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6", USE LIQUID NAIL BRAND FLANGED VVINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL UUMHAII011-11Y RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT J WINDOWBUCKTO EXTEND A MINIMUM 6" 1—- 17 1. -1. . S ADHESIVE SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE MASONRY WINDOWBUCK VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings /�2) SEALANT JOINT THRESHOLD Q shall be installed at the following locations: om 5) SEALANT FIR ... SIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) AND EXTEND TO 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall -VVINDOWFRAME MASONRY ATTACHED PER CODE ERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings SEALANT shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED REQUIREMENTS BEAD BRIDGING 2 following: LADDING AND WINDOW C FRAME 0 SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME TC WINDOW BUCK ALL THE WAY NAILING FLANGE 1 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE (SEE DETAIL WP07) 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. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 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. 7 4.4.Continuously above all projecting wood trim. SHEATHING No 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 gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. �4 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE @ 7/8" Cement Plaster V'SEALANT SOCKET WITH H JOIST TOOLED APPROVED SEALANT SINGLE WOOD BEAM JOIST Foundation Wall in accordance with 7/8" Cement Plaster BELOW SELF -ADHERED FLASHING ASTMC926 in accordance with "Og . . ... .... SELF -ADHERED FLASHING 4 Felt backed metal ASTMC926 . 2 lathe in accordance Felt backed metal SELF -ADHERED SFI F-ADHERED 3" MIN 4 with ASTM lathe in accordance C1063 FLASHING FLASHING 5 with ASTMC 1063 Building Paper Building Paper 7/16" 0. S. B. sheathing 7/16" O.S.B. SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHK SELF -ADHERED FLASHING FOUNDATION WEEP SCREED sheathing Metal EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL Installed As Per Manufact. Specs. PRODUCTSDETAILS TILE FINISH STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAI -C ------- C_ Maintain Stampede or similar Bottom of cauk bottom DRAINAGE PLANE WIRE; DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only ILL! BARRIER (WRB) 1 1/2" to 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK U) > BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) PLASTER ACCESSORY 'OSB', Sheathing Installed As Per SF LATH SHEATHING, PLYWOOD, DENSGILASS CK=�� Manufact. Specs. V-4"PER PLAN Detail Instructions Refer to the number marked # in each detail that corresponds to the as(D J* 11_011PERPLAN �.e WRAP DID WRB ONTO THE VERTICAL Cement Plaster 1/2" Cementitious -7 SURFACE TO TOP OF Decorative Finish num bered items in the list of instructions below: 1 FLANGE AS AN AIR in accordance RRIER with ASTMC926 All inside and 1 . Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU % 3-1/2" INCH FLANGE over wood 2nd outside corner will floor 2. Install flashing and weather resistive barrier to form water shedding need to be miter laps 4" OR 8" CMU '4 cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) STRUCTURAL FRAMING butt joints need to 4. Split the release paper using the ripcord (Split release on demand, becaulked using embedded in the adhesive layer) - for ease of installation and to FILL WITH GROUT CL 0� STRUCTURAL SHEATHING - Stampede or sim. minimize scoring cuts LU U-1 0- PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. STRIP OF SAF A caulk for all 5. Remove all release paper per standard installation instructions and U) DO NOT SEAL. DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" LU C) CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC NJ Minimum) SLOPED MUD BED LU = � X ACCESSORY BONDBIREAKWRB 6. Fold as shown by arrows LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN U-1 LU U) 3: 0 -,--SF 8. Mechanically fasten as necessary Note: SLOPE 4 H::A A The building paper and metal lath must be Cement installed over the top of the weep screed. 4 I U - - 0 f. PLASTER STOP A Plaster CONTINUOUS BACKER ROD over block _J Z, & SEALANT 1 st floor CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER SCALE: NOT TO SCALE C-4, C.4 Go C%4 C-� S C911 \0 Cl- CN 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seaL (1) W E C 0 00 0 OD C14 0 _B0 LL ILL M �J LU :� Z -4r-53 '16 C94 -�2 0 W 1- 0 2 M 0� W C� . . Z �4 0 0 < L) 110 0 < 13 W 0 4-.J C/> M LU -C U 0 LU C5_ V) 'UML L= E 8 J 0 0 co < 0 to 0 Z < U_ ce E <Z E �50 I -cc U0 01 E Cn 0 '0 n son 00 0. 2 C:) 1) > cv) 0 cc r_ >1 CY) co :3 c) T_ cc 0 n 0 Cn 3: CN C LO 0 72 cc CN 0 C:) CNI 0) 0 0 C:) u') N LO r- T E -E cle) 0 Z E T_ 03 EL E 0 0 V _J < _J JOB NO: 22-09401 SCALE : AS NOTED SHEET NO. WP1 .2 1114117. 1 � J-t�jli I I �Ijrill' 1;, 11 1 1' 1: 1 � !I I I lllij�j I polvillIld I J� III' I ]"I fi�rq!lll� 11 1Y 11 '', 1� mourliting Waiews (10 &' +VVX+U2?-X2-fZ`* sock Cross uppion 'i(Maybecurtalitil Siev- Anchor EltackeV 14'rauge) Screws A10 Ift tot tom Wsile Hurridne $ll ( lCal in fto"O TVP1 -.31 Washeri Front Cross Support Selfta,rking, Nurjj (May becult tow) Lett Br4di: *'(16 G4 um) BadCrd'v�5upportintoAK Unfvgottom Side. Myplcafi 3 eath-side for hurftane ura). INSTALLATION INfORMATION RA*A AwgMe� Florida Department of Business & Professional Regulation Pai;.ifi Building Codes and Standards 12115aw Product Approval Application Detail Code Entity or Pats, h4q Me TVp9 Wrslon fillamulaounr Comm Inalfter&u.m. Validated St volldaerl IstAmIted ADprowd astrus AM nation 2020 smart Vent Pl.d.t., Inc, Moh-I Grah.. 11- F, Norei. RE Locke RE, 12M M020 I_;JI M020 IV28)2020 Approved Categiorr Structural Components (877� 441-B3" PE-73T75 (334)30Ci-1800 SaleCategply: Products Introducadasa Ricultaf Info@smarteentcom N-T..hral.gy Conniption. itlieth.cl: Evaluation Report Ir.. Pnolda RegisterodArchhocl ore Licensed Florida Professional Engineer QUARM Assurance Almnewfiffortita, AptorovQd for Use ].Met Won §191 Pnod-titi N-b,m[ R,.hq Do'crund. Data in HVHZ Outside tMZ F-Weert Pressure I annsdVerri, Model #IS40-s,� Dust Fuattion Flood and ventilation Vcht Y.. Yea NIA .10D�100 2 8-,tv..t model #*154"l I Dir.tFurcli. Flood and Ventilation Vent iWV=s ya� Yea NA -ioDAIDO 3 SmadrVam Modia[W-154"20 I Flow Vent I?QU2M yea Y S 141A .10DI-100 4 sma'd�.i Model #154(N52I InNul.hed Flood Vent 1261f2m Is, 1:1 14A ri-10DA10Q 5 5-ftVint Model #1 54G.524 16&q.d;��araq. Q nr Flood Vent imimlz� Y* Yes 19 1A NYA 6 amarivent M000110,1540.670 WoodWall InsulatedfloodVont IM11120�3 Yes Yes WA '�iortmoo 7 afriadVa,%Moc]61#1540-574 K&&qUa: QAtego Door FloodvahL 12J�V21323 yes Yes NIA N/A Florida [)apartment of Business & Professional Regulation Pail. 19 1 Building Codes and Standards M412021 Product Approval Application Detail i i i 1 a s 1 p s Code Entity a Pato 090, Pace, Pariolm Dan- Mewed- C-lact Fnalneen, & Uceniie V.11daW Widarkid Submitted F13CApprpveI A- Status Revision 2020 Drexel Metals. Inc. Jason Shumate Zachary R� Pfi�at Lock. B-dan P.E. OW1012020 OW912020 owmrnza 10113ra2o Approvad Canagoryi Roofing (50Z) 3M-151i PE-74021 (3341300-laCO SsbCtnego,in Metal Raping Qta,firVASsUrarv,9 Anprovvid for Use Approved for USO Impact Dealull AMA PoductMoA& um1per or Rame Product DD90001) CoIJra=I' Date In H"Z Outside HVHZ Resistant Pressure Zxar Me. sit no Systems ONG 1001,18, DVC 1508d� QMC 175S OMC 200S_ Yes No NIA 'W-180 JMG ffv Florida Department of Business & Professional Regulallon Page 2 04 Buildlng Codes and. Standards 1M(2022 Product Approval Application Detail Codfl� -Eirdity - Date Date Date Type Versi Manuftieture Contact Enid !near & Lid ense Validated Validated ;Sultim itbad PR�� Appiraved stat-9 RgWalarn 2020 Therins-Tru CoTportdon J� I Steve Jaa�er,�,Dln Lynd .5ohnnidt, P.E. Rya K n g, P,E. 04M St'20'21 J=JQ020 WWJ20�1 OBM812021 Apprcve� Cgtiiqory: Ekan-I., Doom 84376 PE -6655 4= (800) 767 S oly� nging Fontenot- Door Assemblies .=c" .- d: E-lionatiort R.p.,tfr.m . M Florida Registered Allintect.r . U-naeol Florida Professional Engines, QuallittrAssuranca Approyaclforl.)st ApprovadficrUsti Impact Design son 9 Number or Nam, Pr6dinetOestrurinticto OcumractFxpirimorn Date ur HVIA2 Outside FIVHZ E= 5=m Pressure 1 11.�7111"L.11-111ber,Classi and Smooth -Star Nominal 68450;8 &qu.t'lmP.dt&qU.t; Opaque rinit'1022 No yea Yes NJA CoLp b%�i9aF1b"I8hgIeD tin ;tota hg'Xc6nfigut[)' 2 b, Therms-Tru Filder.Classlc and Smoth-Slar Nominal 69#�P,8 ��uat�mpacmquot' Opaque 1201=22 N. yea Yes NIA Comomitie Edge Fiberglass Single Door with Sde'W.) OdwinglfOutsei nQ; XO. OX., OXO .fig,ret-) 3 c- Therma-Tru Fiber -Classic and Smooth -Star Nominal 6843a.8 &'utIh'.dt&'.t' Opaque 1213112022 No yens Yes NIA Composite Ecig 0 F1 borglace; Double Door W th or without Sidelit" otirswipgrOutswirU )V, or OXXO configurat[cris) 4 al, Thermn-Trut Fiber-CAnsic,and Simooth-Star Nominal 88'090 "lmpact" Opaque� 1213112022 No Yes Yea WA C it,, r. Fiberglass bliftgle, Door dord"drabdin) 5 e: ThermthoTril lFber-Claasc and Smooth -Stir Naftn@18039, "lmp P AcM ; Opaque 12�31t2CQ2 No yes Yes NfA CompodboEdg. with Siclagibels) �nsvvn9)Oubsvvnt;: XO, OX or OXCI config.rati-M) 6 f. Theima-Tru Flber�C4assc and Smocil Nomin2I8G,,0 ˙rnPaot&quct, Opaque Imit'= No yea Yea, NIA CompusheEdge, Fiberglass Double Door Wth or ,olthout Sidalitas (linsivvingi/Outswing: XX.ff QXX0 configuration.) 7 g. Therme-Tru Fiber-Clamlo and Smooth -Star Nominal W3a0 &.quotImpactilquall; Glazed 1213112022 No Yes Yes, WA Composite Edge FibdZ�:," angte Door (I X gurationn) 8 h, Therma-Tru Fiber-Classile and Smooth-81sir Nominel,65039;8 "lmip.ct&q=t; Glaznoi IM112022 No yes Yes N/A Com arngl. Door with ,adal rg: X0'0Xor0XC "o11=*`g;&"',ImPact&qudt 9 1� Tinerma-Tru Fiber-Cleavo and Shhooth-Ster Glazed 12t3l)21022' No Yes Yea N/A Composite Ed%, Rb"last Double Door Win or with..tS.da. (Inswing1OUtsw-x.)C(-r0XQ cclfig,,,Ions�. 10 J. Therma-Trui I'llber-ClassIc and Smooth -Star . &quctImpact": Glazed 1201J2M No Y Yea NIA Composite Edge Fiberglass Single Door 11 k:Therma_7ru FlibenCassle end Smooth -Star Glued 12r3l)2G22 No yes Yes N/A Composite Eclg�'Rberglass Single Do'., with Sidelhtc�s),(l nrwA W/Ourdw ng; XQ, QX or QXO 12 1, Tharrhin-Tru Filbor-Cla sn,lo and Smooth-StA r .4. �,'O &qu6t;l rrnpact&clu6t� Glazed 11?331�2022 No Yes Yes NIA Composite Edoe Fiberglass Double DccrWth or without Sidelites (Inswing;/Outsviing� )0( or- OXXO nfig.redi.n.1 13 m, Therma-Tru F711ber-Classicaund Smoodi-Star N=,,,l &cluot;Imp.ct"-, Glued Molded 12/3i=2 No Yes Yea WA Edge Filbonglass, Single Door Inswrigfoutswingi Xconfigunation) 14 n, The-Tru Filber-ClassIc and Smooth -Star Nominal 611,739.8 "i mpact", (Razed Molded 1213112022 No Yea Yes WA pen Tm"' "1 11 0 C 11 Edge 1711�1 tass -foll, 1� Glued Molded! Oparad.ibe(p= utswirth XO 16 o. Thermo-7ru Flicer-Cliassic,end 8mooth-Star N6�11rno 9. &quc�Impact&quqti Glazed Molded 12r3t'2022 No Yes Yes N/A Open Onmposits Eldge rillbarglanns Double,DoorvAth or without r lu�cl Opsnajil�t,, %11,1 swing. or �i. . (Ina,W112�0;it . . gunstin.) 16 p. Th-7. Filb-Clanesin, and Smooth -Sher Nominal B&93Q9 &qu.t;Itmpact&,q.d, Cjqu� 12P31r= No Y.. Yea WA Composite Edge Fiberglass Shgle Door vvith Molded Open Sidelite(s) 0 ns*nnqtOutsWng: Xq. OX or OXO configurations) 17 q. Thermo-% riber-Classic and Smooth -Star Nominal W,96:8 &quatl mpact1cluct, Opaque 12J31/2022 No Yea yes NIA ct) Vinyl siding Gin. Door lim Impact Ra.ust."t Y.i May 27, 2022 (")VA P D Unn LC"T A P PFR" L S0`PE4""1F1CAT1U"kN SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67,0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80. 0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/3112024 PGT Series 5570 NOA 21-020&03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL82483 +31.0/-3,5,0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) F L8248.1 0 +30.0/-33..5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/820,0 #1124 (16X7) FL8248A1 +34.41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors F L1 1537.1 NIA (see inst sht) 12/31/2025 2. WI NDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL1749,9.2 +60.0/-60.0 psf 101812023 PGT Series 5500 FL239.2 NIA 7/3012025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/1612024 C. FIXED MI Windovvs and Doors Series 1 B5 F Ll 5349.1 +60.0/-60.0 psf 4/3/2023 PGT Series, 5520 FL2415 NIA 4/3012025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Pmd. Cemplank Lap Siding and HardlePlank Lap Siding FL13192.1 - FL1319Z2 A. SIDING NIA 12/3112023 B. SOFFITS Alside Solid and Vented Vinyl Soffit F Ll 5272.1 - FL1 5272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 + 54.2/-54.2 psf 7/30/2G23 C . OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roo� 151b Felt Underlayment FL123280 NIA 6/2912023 Plyglass USA, Inc. (for Tile Roof) POLYS11CK TU MAX FL5259 NIA 12/2312023 C. ROOFING FASTENERS NOT USED D.. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12131/2024 Lomanco, Inc DA-4 Exahust Vent F Ll 7202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12131/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F� METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +.01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels F Ll 5076.1 - FL1 5076.2 NIA 12/31/2022 All American Shutters & Glass Galwnized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss, Plates FL1999A - FI-1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVI, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023_ D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels F Ll 774 N/A 5/2&2024 The products, li sted below did not dem onstrate product approval at plan review. I understand that at the tim le of inspection of these pmducts, the following infbffn ati on must be avallable to the inspectoron the jobsitef 1) copy of the product artroval, 2) Florida Department of ausiness & Professional Regulation Page I of 3 Building Codes and Standards 112W022 Product Approval Application Detail Gods Entity p Date Date Date Pendirct Data Type )&Mio Manufacture Conta4 Ernalmser & doelpse Validated Validated Submitted F5C Approval Approved status Reli.i 2020 Thernia-T. Corporation Steve Jaeperson Lyndon P. Schnnidt RF_ Ryran J. King: P.E. 07/2312020 07/1212020 0712g/2020 10`1 a12U20 Approved Category: Exterior Doors (900) 843JI$28 PE-43405 (813) 767-6555 SulbOategiory: S"inving 9,11barior Door Assemblies sJaspersam@thermstruoo Compliance Method: Evaluation Reiperrtfi�om a m Florida R.91stescrArchtedtors, Licensed Florida ApprovedforUlse ApproWriforunste iftact Deakin sed # Product Modal, Numbern NaME Product Description C. at. in HVHZ Cautisidis "V14Z Resistant Pressunne 1 a. Therma-Tru Fib-Classio and amoorth-Star Nominal d'6 Squodmpact", Opaque Composite Edge Filicrial- Single Door 12J3112022 Y" Yee Yon; NIA 2 b. ThainmaJ. Fiber-Classix, and Smooth -Star iln"" NX-hfig.raiinon) Ncm,,?l =3;8 quot:Imp"ot" Opaque Compoerre, Edge Fiberglass Single Oporvoth 12J3112022 Yes yes yea NIA a 0. Th.rmn-Td Fber-ClassIc and Smoo-th-Star Sdalte(s) OnswurglOutavvinZ XQ, OXor QXO "amigor one Nom1naf0$' u6t; Impedifi,quot;'apaque rt id 'ampoen. E408 rgilass Double Door Wth'Dr 1 �J31 =2p yes Yea Yes NIA 4 d. Therma-Tru 5lbOr-Clissic and Sm.oth-Stir wthoutaclefiftes, XX or OXX0 configurations), Nominal 9':0 &qwt;Impact" Opaque Composite Edge Fiberglass single Door 12n1f2022 Yes Yes Yea N(A 5 Th-Jr. Rb-Cle..i. and S.-th-am, onswinglOutswim X configuration) Nominal S&P39" o &q-cA;l.p..t&q..t Opaque Composite Edge Fib.rgilass Single Doorwith 12131�2022 Ye. Yea Yea NIA 3 t. Therrluk-Tfu FrIber-ClassIc and Snowth-5tar Sridelite(ti) OnswinigiOutawng; )(0, OXor QXO configurations) N*N ' - P' q N.min.; 8 ' & 'o"m 't& "', =0 =.11.111, Filberglas.D.ulpl.6.2 q.., Sicei Mo 12J31MI122 Yes Yes Yes NIA T g. ThermaTru Fiber-C195sle and Smocth-Ster (InaWingJOubnMrig:,XX or c-fig-E.n.) it Nam nal 6&4398 ".Impact&Juat Glued Composite,lEdge Fiberglass Single Door I 2J3112022 Yes Ya. Y.S NfA 8 h. Theirmint-Trit Fiber-Claesio and Smooth -Star (InsvinglOurtswing; X configuration) Nominal e'8 %quctImpaid&qunc1; Glued ComposirteEdge Fiberglass Single Door with XO, OXO 1213li2= Yes yea yens WA 9 i Therma-Tru Filbe,,Clstssic and Smooth -Star sidelite(s) OnevvnWOutswing; OX or configurations) Nominal OW39',a &quat;impact&qucl: Glued Composite Edge Fiberglass Double Dom With or 1213112022 yes Yes Yes NIA 10 j. Therma-Tru r1her-Classic and Smooth -Star Wtinout Sidelines (InevvingfOutint,,ing. XX or OXXO conflilurafons) NomInaI0&0�9;08;quot;Impact& ..t,e.)..d Composite Edge Fib'rglass Smg�e Door 1 ni t20212 Yes Yes Yes, NIA 11 k Therma-Tru Fiber -Classic and Smooth�Star (In-Ainglotut-Ang; X-7figurafion) N.mIn.I 8':() "Impact&qrmt Glued Composite Edg a Fiberglass Single Door Wth 1 2GIJ2022 Yes Yes Yea NfA 12 1, T1.-T,u Fib-Cliasia;,. and 8-th-Eber adelit"(s) (Ih.,M.WOtswng: XO, OX.r OXO r-i-figurotions) Nominal 8MQiO &quct;Impac,", Giusti Composii1a Edge Filbeirgilass Double Door Win or 12J3W2022 Y_ Yee, Y_ WA 13 m, Themnst-Tru Flber�Classii: and Smooth -Star without Skielies (finewingiOutswing. XX or 0)0�,O configuratrons). Nomln2l .9 &qutIm,2c1%q1cI; Opaque Fficsioeas Single DoorkAth "Nqn�Irrpact4uot;,Sldeli*a) 12f3l=22 Yes yes Yes NIA 14 n. Tharm-Tru Filber-Classio and Sman"ter (InswingfOunswing; X0, QXorCXQ cgrifigurebuns) Nominal W29 8 &qucVmpect&quoI; Opaque Composite Edgris Fiberglass Double Doorvath 12J3112022 yes Yes y.is NIA 15 o: Th.ma-Tru Fibner-Classic, and Smcaitk�$W "Non-Impactilquot: Sidelres(finewindlCuteWng; O)VO ocrifiguration) Nominal 8' 0 iliquat;Impactilquot; Opaque Composite Edge Filbigil... angla Doorwth &quct-.Non-Indpactaquo1; 12t3MO22 Yes yes Yes NIA is 1p� Tinermo-Tw FrIber.Classic, and Smooth-Ster Sidelit" (Inswriii/Dultswingr XO, OX or 0Z) ..rifigurations) Nominal 84#3g�.ri &qUot�IrrpQCt&qVdt, OlpfnquUe Composire-Edge FlidorglIass; Double Dcorwth "Nm-lnlpact"Sldelltes(InsWngfOutw4n�; 12J31J2022 Yes Yes yea NfA 17 q. Th-.-T. Filb-C! ... i. and S-th-Siar OXXO conrflgursdi.d� N-minel f5	8 &qo.1;NImp;at&q.,* Opaque Composite Edge Fiberglass Single Door 12J31 r2O22 Yes Yea, No MIA 18 r Therme-Ttru Fiber-Classio and antontl-t-Star (I traWngif0unewingg X configuration) Nominal 681M.8 &quctNon-Impaot&At; Opaque C'mposile.Edge Filbarglasa angle Door with 12131f2022 Yea Yee, No NIA 19 a. Therma-Trut Piber-Classic and Gmoolh�Star Sdefilte(s) (linewrig/Outsvving; XO, OX or OXO configuration,) Nominal 6&#�P�B�&q,�irtlaNton�lomupbal;ct&�quot;,Opaque Composite Edo j6 g a a Door with of 12)3112022 Yes, Y.. No NIA 20 t, Therma-T,� Filbor-Cla-ic and Smooth-8tar �MthoUt Scielitems (linwiing)OUtswIng; Y,)'or OUQ configurations) Nominal 8&$9,.0 &qmotNon-Impact8,quct; Opaque C-mpQshe Edq Fiberglass Single Door 120f2022 ym Yes No NIA 21 U. Themna-Tru Fiber -Classic and Smoth-Star (I rawiingfOut%; X c.hfiq�rarftet) Nominal W39,0 ":Nom-Impact", Opaque CompositeEdge Win 1WI12022 Yes Yes No WA Fiberglass Single Door Sidalitai(�) (Inswir-WOuiawng: XO, OX or 0X0 confia unattonsl 22 v. Thnernma-T. Filb-C! ... i. end Smoiff-'h, Nominal 8'0 &quoI;Ncrr,1mpact&q-oi; Cpaq� 1218112022 Yes yes No UA Composite Edge FibMiass, Double Door vMth or wthout Sidelites (IriswinWOxfoswing: )C(or <))O(o confioumiioris) 23 w Thermati-Tiv Filber-Cisnittic and SmQoth�Sfw Nominal ea#59,,a �;quQtiNon-Impa;1&quQi; Glazed 121$112022 yes yes No NfA Oomposit" r"afle.r Shngle Door 11�1141 X , ) ".. 24 x. Therma-Tru Filber-Classic and arrooth-Stair Nominal W30:8 �quotilonlmpaotkuot; Glued 112181r2022 Yes Yes No WA Composite Edge Fibarglassi Single Door with S S icialte(s) (Imeving/OutaWng; XO, OX or Oyo configuratione) 25 y. Themna-Tru Fiber-C42.1d and Smooth-Ster Nominal 6&4*19;8 "Non. Impaeftcluot; Glarzed 12131)2022 Yes Yes No WA Composite Edge Fiberglass Double Door *Ain or Without Sidellbes (Inewing/Outswing; YX a OXXG .onfigwati.n.) 26 z. Thermea -Tru FlIber-Claicsio and Smooth-Ster Nominal IW939:0 &cJdotNoh-Impad&qu*t; Glazed 12MIJ2022 yes. yet No NIA Composite rdollFibergAss angle Door O's.rt'l'ourts, M x6onfiguration) 27 as. Thmma-Tru 'bor-Cluslo and Smooth -Star N-mal WG9:0 &q�qN.ti- rrPaot&qu.t; Gazed 112WI21022' Y.5 yes No NfA C-posit. Edge Fibeql Shgl. Do., with Sidete(s) (InsvvingiCotavving; XO, OX or OXO confi urinions) 9 28 A. Therma-Tru Fjp�Classic �d Smooth-Stor N.m ,n-18&939,"D&qu.i7,Non-Impa�t6.quot,Gl.z�d 1213112022 yes Y- No NfA C'mipce'te Edge Fiberglass DGub[eDmrWther v�thoutSidelit�onwinc�Outswing;)Or,�0>0(0 _nfigurannons) Florida Department of Business & Professional Regulation Page 1 f 2 Building Codes and Standards trati2i ProductApproval Applicatlan Detail code gntity or veto Data "a Poncho Date TV". version Manufacture contact Enalneara License vnildant.0 8, Validated 8.b.rd,d FRC Approval A- Status R.Asnon 2020 MI Wnd0we and Doom Bren Siting" Lule Robert. Lomas Seven M. Urich, PE 1041W020 io/a,812020 1QJ1EV2G2a 1211&2020 App-d CattegarT. Exterior Doors PES2514 f71T) 31T-8454 SubCauglorF.Stiding Exterior Door Assemoriens Compliance method: rvaluietion Report from a Florida "g[wered Architect ore Licensed Florida Professional Engineer Quality Assurance ApprOwd [or Use A al".11 far Use Impact D'alon Son "'incer Or Name 07 a9dy9l Jie�_-rlpflon contract E.61rati , Duo In HVHZ outside HVA RxisladmIr Peawfe 1 A16MINU M SOD SERIES 420 ALU MINUM SOD OXO 12J310024 No Yea No N/A 145 314":x80&quci: NON-REINFORcED * S RIES420ALUMINUMSGO SERIES 420 ALUMINUM &GD OX XO, )Di 12al/2024 No Y. No KIA 96",80&qu,L NO -RBIQFORCE0 * SeRIES420ALUMINUM EGO REINFORCED SERIES 42aALUMNUM,9GD REINFORCED OXO IM112024 No Yas No WA 4 SERIES 42QAIUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX 1213112024 No Yes No WA XO. XX 5 SERIES 420ALUMINUM SOD RE)INFORGEO. SERIES 420ALUMINUMS'al) REINFORCED XXX lZ3112024 No Yes No NIA Florida Department of Business & Professional Regulation P.9. I d 2 Building Codes and Standards 102021 Product Approval Application Detail Cod. P_�& [We Deep Parini., Data TV- version manufacturer Contact rullneer & Woon". valklaxid Dy Validated submitted FlICADVIbyal ApproYtil status ReAdon 2020 Wnhe-Dallon,st division cf0varha.d Do., Dwayne ,_n,h John 9. So.t. Jain" P. Arreeco, P.E. iD)12rB20 09r-19F2020 100=20 1211512020 App,�,acl C.1ponsithen (330) 763-8121 PE-51737 (904) 821-5200 C.forionn,-. E*entot- Doors dkomISh@-yna�dxucr;c SubCat,00W. CadJunal Exterior DedrAssamblies cm C-Pti...."Naulad: EV21ustic, R"Pan from a Florda RegisteredArchlbeet or 0 Licensed Florida ProfesslonalEno ear Qualit V oft-lao- Agin-W fl Use A,r,v,d for Us, Impact Dead - Sao it Product Model, Numbelor Name Prondud Pescriptlon C.mract expiration Dan, In HVHr outside KYHZ Rosislaunt Paeswre 2� 800W810018200#1105 9&AS9; Mo. Width. 14&*3S; Max height. Gluing 1 WV2023 No Yes yes '31.0of-35.00 available in top critiltirrodisteseellon. 10 8000/81W8200#1123 i6MR, Max Idth. 14&1= Maxholght, Glazing 12131f2Q23 N. yea Yes .30.QV33.50 evallabloin top or 11 80130181=6260 #1124 16,031: Maxv;fdth� 146#39. Mach "Itht. Glazing 1213IM23 No Y. Yes �34.40f-38.30 a-alleble In lolp crint,"Odidta aecton, Rodda. Deparnent of Business & Professional Regulation paiI, 1 oil Building Codes and Standards 1 �2021 Product Approval Application Detail (�Qft Entity or Date Data Date Pending Dar. T".. varsup menunict- Crd�ct E-in-6 Upersa, V411dalled ft Validated Submitted F13C A,,,vl Aura Status �vn�lon 2020 CurrinisDivistonolAADG. Inc. Tom Relay UL LLC Troy Bishop, P.E. 17MCM70 12101nD20 1212112020 App-d Categorn. Exterior Docars �641. ) 494-2813 N54)54T-0080 Subcategory: Exterior Door Components om tettayp--shIcy-s. Compliance Ill CahtiftaiDn Mark or Listing ApprowdlrorUse Apyr ad io r Use Inapacl Iti.slyn a--# Pr.dUe Number., Name R,,d,d Dason.H., L. 1, HVHZ Outside HVH4 RMstctra Prossure 1 Stir, 7117,727� 747. 757,777, and �IIT Singloond Fees or Fitiah, Gleaso. ad I-b-ted �hgl.cqnd pairs I 12J3112025 yes Yea Yea NIA Doors hallow metal doors - Florida Department of Business & Professional Regulation Patin, 1 of 2 Building Codes and Standards 115rD2i Product Approval Application Detail Cod. Entity . We Data Data pandinil not. T V-1m allnorl-bu- conted Emit- & U-, Validated Ely Validated Submitted FBC Approval A,,,,-d la.w. R.,Asion 2020 Ml Windwes and Doors Brent Sitlingor American Architectural Seven M, With PE 11117RO20 1111 7M20 1112-(12020 Appro,end Category-,W1ndoWs (71 T)z61-33dr] M-fleghar-Ass.iBb. t7l?) 317-8454 Subtal.guy: SinglaHking ba1t1irgdrQmNnd.com Compliance Marti Crukation Mark or Liedhii Qualith, Assuartance Approved for Ilse Approvad for Use Impact Desim -sang Product Model, Number or Rome Pr6ductDoserlation Contract Expiration Date In HVHZ Outside, HVHZ R..Istal)t Pressure 2 185 SH 52X72 PrFlmoe Frame to= Single Hung I Offl8f2023, NO Yoc No -01-GO Laminated Class 4_0 W Co > C) (D CD 0 2 CM M -0 CD a- Cn - CD 0-0_0 0 0 2 21 C: = 0 .0 -6-0 CU UL %+- 0 > Cn E 2 40 C/) Z Z W mi C%4 > LLJ = = C., tj ft;z C= c_J Q Co LJ_ >< Cl- C'4 E CID C, cu, 20 CR E 6 CL U) C13 > 0 > L_ 0_ 0 CL 0 CO =:3 < -0 0 CO r) W < (D Z a_ SHEET NO. PA 1.0. �4 aw V (1) (3) 1 C- - Florida Department bf-BusineS& &, Professional Regulation psila 6� .I 9 Flonda Department of Business & PrafaseiOrial lRegulatior C/) M (3) -'I-' I I Pa'90 pri P11prida, Department of Business & Professional Regulation red. I orl Florida Departmentol'Business & Professional Regulation Page 1 Y2 0 1 � Building Condes end Standards 1012022 Building Codes and Standards . Building Codes and Standards -0 > C- =3 1 . , . 11 Building Codes andstardl il&,021 I F,16�1 I �roii (1) -�-j Produ Approval Application Detail L- 2 -a NO i i 1111111M i I I i fli 1: I 1 1; i : I I q1t � I - Product Approval Application Detail ProductApproval Application Detail ProductApprovall Application Detail (3) D- (-- 2 WOMEN= j :1 � N a) I 20k tritity O Daft Date Date Pendina Oita, IZA tionlity or Data wt. Date PenclOil two = -0 0- T-O Version Martiotactu ociablot Fmalneer-&I-Icanse Validated By Validated sutinnitted Fso Asturcogi Applo-d �� code �nfihi 11 Dat - Date 94sPenain, thals, Code: Entity or, Date Data bate Ffiavditg 1- I :�Lgg. vaoscon iiiamilactu. Contact ErqImscwr& Licasce. Validated Ry 12� siZ�od Rao And -I Asuprawad . a ,.,..j Iw Revil 2-q2q ThemraJ. Corporation, SbYeAssip.lilann Lyre- F, Ebh midt. P. F- Ry,.. J. King, P. E. I 0,CV2021 09118f421 10113=1 1'�M&W21 ApPravpd TOD' ye�� mannifinctur Cents linalriner & Uten V.11dz.d EW valiciated submitted FSOAPoloset Approved aagl� T. be V.bs.c, 10-afliedt- 4�.nnid Ereirs4mr&U-is, Validated He ValidaiNd suboutted RICApproval Aportni, Staitu - (35 1 1 R.14.1- 2c,20 Mi Wincows and Dw &we, M. U'rob, P9 1 1f-'v;!D2o 11122P20 Aprr-nd 0 A� V) Citegdry� E�te,w Doors (aD (813)767-6555 Athrlati.4 2D20 PGTIndusliam jons R.a.-waw MOnI-0sdd1CC0 -'CER Miqm-O.de SOCO - VAL 11104 Approved Re�aelol �q Zo MI V`Iilndosv�ssrd Dbor! ealit"gologot American Archdn,cunal st-n R LIM0. PE IPMW20ZG 10;00,2026 -IcvlSz:to2O Ppoo,ibd , F W..fisfljro!�, A--riInal Analredlunal 11a,92020 Q3 El4Z,7628 PE48409, , w2g 11rI 111ilqQ20 I I , - I 8VbC0taji4j�.6Wnqjq EKiprictir DeorAiseomblr sjds'P.rc,cln0in.matru,00 t1stog'ary'-wrideWs, (941)486-OIOD 478V 31 $4590, � I category: windows, 1717) Stid-330C M-tactilc ... Aa.�I.tor jYI7)3I?-8454 ' calogo - VVII,don,sr rT17) 34�-33clq M.13,dect-le Asscidiot- (?I-Q 3V�8451 = =3 M - - � I ry' M Cn 0 - , , � , , I in I a.hGainagoin I , Single Haug jrdsW$K1QjDqInowehr1i $uI)euegorjr:-HohzDytaI�Ihdar b,IfflclgDrQrrK,,d-..m subiodotitl Re.6 bprhInQ.l6n-hvd.o.. 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Ad,m,dT,r.AJ,, Im.act Destlay ApprovedforIJ.P Approved for dais Ifflixiol Design, oawltvAas=r., Aws,oadfortAo - I I L - 11 I `09daEkaall' 1.,-i- I"", ,,�'n' 1��;�- .- "Y', � E&WQ G"Ally AaiiMl9nc2 Ao,1c,V,dToru.w lailmot looselon 0 0- = 3: , �', ,I I - &t8lligASSI Appro5gicilgruse Aporovediorugg tintaol: I SO" Pr2dO:t Model, Number or'llarne Product peatcril Cortrac,t=xa.fi.on Date Ili KVKZ ,Outside HVHZ R9.1shInt preinsure aaw Sea A ,Prcd.-t M2 I �Nuqibff or Name Prod.0 Doceriptlor, contract Eandraflon owe In HVHZ o.tslao KvHz Ralill Prosictirs a--#, Prad.dt N.&I. Numi N... Product O-ril Z-finad Eianin,ft- Whs, ia� outside Hv4z,, R'sistairli Press- = 5 0; CL.r� S-q# Product Model,kilumber-ar'Nain FroductDascription C-Inadt ExOrntil Oat in HV outside HVHZ Resistant Pressure 2 g , R.t. ropent) VIII)II Single H,nRWhd- 01,)$00025 'Yes Yes YAn' NJA I HS llia�171. sondflar,ij. Firms, M02 lwfaadcloes 07/16/=4 N�L yes No �551-55 1 is5 ow 73 x 72 insulated class DS;6 No Y. No -60140 - 0 LL - � 1. I L I = 1 a, Theirme-Tru Fiber-Classett and S,rrooth-StsuL Nominal OU39;8 9ojMNon-ImbaGt" Oloaque 12131fDG22 No Ye5 No, NIA . M 0 -1--1 %+- M I . I Composite Edge Fiberglass Single Door , M 0 > (ImsY4nq/0uievjing:)� 6cirfilj�rathnh) -0 E a) 0 2 b. Therma-Tw Fiber-Glassirr and'Sm.oth-soir Nominal s"'�g;it".N.n4qrd.c,t&qubti op.qu I xavkj� No �- No NIA - D " Conn gidepo,s. 0, �t)e Edge I'Jiberillass.8ingle Door with U) (D L- (IbSWrlgIQljQa0rjg�LXb1 6X or'0Xq L . U) ,��? -1I., (n- .6nfiq,zr.fi.rns) M o- 3 r Therma-Tru Fiber-Cho,gesind Sm-th-PbIr Noffinii 6U:30�8 84teck.146iildiclinaft,clubt Opaque 12J3112(1V No yes.- No MIA !E M w I fiiterglgse�'bo,�Po.ita edillolleupwooqr,�a*or . I �-- = Wthc�ult Sid6lhogLlI QSWnglloUts�g� XXor'0)Qr0 -0 . w < conf6uraticums ,)' I I I I � I I I L 4 d. Themice,Tno FiberrClitsIsio and Shrooth-Starr Nominal 760�,,�0'&,quot,Non-Impact&qu.t, Opaque IM112022 Nci, Y.'s No MIA r�cmpmlhr Edge Pbergla&s Single Dow ' � 5 a Therms7tru Fib assic; 7&ng�10 4ouothl6n-jrh� erpt parid,9mwth-star P�14,M��InIOTifouts�"ing:X'coh'fi'gufatb,h� Oucit'olseque I V3112022 No Yes N. MIA Cp mocasite Edge Fiberg IaQs single Poor with Sidell (Ios6flp�I , &W , ng�XO. 0XQk OXO , 6 f.iherms-TrU R681GIasshn and SmOdilh-Star whfigLiraill9m) quotkoh-impectt"� opaque 12131j20V No Yes No MIA Florida Depairtment of Business & Professlirral Regulation r.,. I .r I F[orf a Department of Business & Professions Regulation I NoNnajBsff3S;o4 I � d I ls.�. I V I Florida Department of Busliniss,& Professional Regulation rdli. 1 of I Composite E , 406,7111bergWaissfrigiebbor - ftildingCodes ancl Standards 16)zii Building Coud.s.larka Standards i&202) Building Codes and Standards 16�ocri ([nb�M�ji,oat5�yi�6::LX,o6�tiqu��on) 7 g, Thstmp-Inty Fibl6r-PIass[dand,Sm,eI;h-ftr Nominal OsAe4o, �q � 6OWQ6-In'RVsc%qwotj,0I?eiqUO 121,qj/20�; No Yes N MIA I , b.hip�ziteEdi��Fib�gloi,.,�Sin�le,,bo�r�4th ' , q Product Applioval Application DiAall Product Approval ApPlicatl on Detail Product Approval Applicati6n Detail §d,nlhke)� (Ihsv,Irq��qtsWing�xol: 0-� or 6X10 cionh m) I I 11 I I 1 8 h. Theima-7ru Fib-classio andsmooth-sbar N.='3q;C(&qQot;Non-Impcdt�quotl Opalue 12al)2022 No Yea. No MIA -- C-pDAIba Edge F1bdsgIRcas,0.UbIcs Dool,,Ath or r-do L SAO,, -agis note cart. pain'dom I Bali andn Friflit"O Dots Datil, Q4, Pasnain, n2w Card. Entity a eat. can, Femora �Wfheufi Sidefiters �ii,nilWingl6barmbol XX or dkkQ I bate lia configuraticiner) Tyne S&E�iiu Magirf,,clum, conted 15oglow III Lld..,e Validell Ely imm liogothed INBCARoncyal A, gr ... d alin- mw_- Version Ill-ftet- c.ot.at E,,I,,,& LkwOure V.11defedlith, vIiii,idt'd subailded I'DoAvrolo-I Apornve Sta. TV*, )6t� elthirketuier Contact Eficilneyr & Utteirs. Validated W Vallcildlid S.bMift,d flic Aph.V.1 Aarroved status g 1, Therrnsr�Tiu Flider-Clarsioand Smoothrstar Norinnal 6�43.0�8 &qu6t;NDn-1mOaoh&,�uot:,GIaQDd 12012022 No 'YrV. NO NIA Affirmalp, 2020 PGTjndu4Hl J.ne Rid....kl 101-ii-Dsclet RCCU - C611 Mon,11-0sole, RCCO - VAL I IM020 iliqs)�0120 IVIV420 Appl�d Rism.iO �?Ua MI Wro-si 6,d'Doors 13,661sitinoo, Luis R Lum.e. PE .stavisn 1A udat, Pg 10)13�12021) lorawoz INIg)?020 12j1,5,Js23 All oved Affinnistion 2020 Ps-rjnd.�jtni.�. Jens R.so�ss[ NhernIZ.do 8cco -ZFIR "annf-Obdle 8CCD - VAL 11)1)WO20 ii,w2om 11M 92020 APP*Ied � - �omposbs,Edql, Fiberglass SlngjaLCo6r I I I I CAogcs�,�And&Oa, tq,'ai � 46-,oi bl)L , 478r)315-2590, L 1, C I libIT-WhIll ',(!I 73 365,2360 PE_'82514 L 7)�3I7�844 1 . . I I 'pf I (InsohjjbUbS�� ate I I - , 'iOg'�X:6,rMd, " . ''), L L(71 Cafisgany�wnd-n, (�41)480-6`90 ,(70�3i6-2590 unstion "6at'g'ry.-L RZOd ji-ososvickioltigindustria,loL iluloc2too&y: Muctl6fts, b5hungertmi L wd�oo. 11 I I S.IrCatage , ry--Muilims jrww%xI&,ggnduare%� I I I 10 j- Tharm,I-Tru Plper�'Gicassrkrand snooth-SI#r N.InfriAls"U 8AqubI;N1Yn-1mpdCI8qwt'rAI82.d 121311202;? No Yes No N.IA Co. L loll.�oa(a.tftod! C.r5f.all. Mark Or Ualhil bm CAmpHil Mothoch EVaroition R�poh'Ir9n, . Courplislinesill Ceilitc.t. slats orr Listing om . c6mpoeitebdg'� nibergiagasinighirboorkth I , - 11 I . , � , 11� - � gisinnid[Arehifti�t -r e. Lidsrs.d Fl. I'le �, I .'-.d,r '1-11 , I - " , - " � " �', - , L , Sideftc(s) (Irs.A.gj0Qt.Vsfiog'XQ, QX "Q:X0 ,,, 1,1 _ ,-- - � , , , -- , �",t, I 1-:1, ,"�"L, , - - - � , , � �, s ", � ,",- ,� -,'Z" � ...... �,;�_" -, , �, "- I ,�;-� ��' -, 1--1 "' -- - , " , , "", �- "� , �� � , , 1 , �,Al,��";'- v��,��,�-�",','t-""����,�,-,�,"�ll,',141�,�l,�'���,;",,>�,;�,�',,,,,,, ,�`, -01v,�,,' , " , , , I I �L "I-1, """ "'' - .. ....... � , - " , - , " - " , , - , ", � tl'�,', ' '- r ,,,,� � �,�- � , "����� r� � �, , -- - --- � -----� ,- - -- - " - " � - - , _�� ,,r,�',V�",,L, , 11 r _ _- """ --'-'--- 5', �', , " I -1- '' , , - , � �-� " � ,� -T, , , " -, - , , � ... . ..... ...... , , " ","t-', I , - , On- ", - "" -, ',"�', -- -1 I -11 I - : , 'i� , , ` 11� " ,, - 1-1-111 `,� ' ' ' ' I , , -, , - -7 , I I "A �, , ,;T ��C.,,;�;,� "" , - - � , - - "' '" , , - - L , - , I , ,; =cl E6 L - '- , -- , �, , , wriiijuraticit.) , - ,� . �_ �', ,_ - , � I I I- - , " ,� , � r, -�-,.". r I I 1111-1- 51" --'- 11 --,, "',--a- ", ", �� - , t�" ", xq�m� �' , I , � " , - , - ��,;���' ,,�", , , , �, , " � Y , , ,1- , - -- , " ��M " ""1'1�1 , �,`,�,,, , �VF - I .1 . - I'll --, , -, , L --, ,:��� I I 1 - "�,"'�.�'��,',"'���,�'l,'�-�� - , , """, "V�""-� ,-"��'��L",",���,�',,�.,��,,.,�',�,�'�-,-Z"",,��-,�����'�,�,, - "I', "'I'l-11"".1, 11"-, - "," � - , ,� I, ,,"', MIA '. ��'s1� �.'��,,�,V�'�,�,!--,�i',��,-�,"�, �'W,'-�"i'--,,1Q-,z ,� ,�I-,�',�,,,,�'�'��'Y 11 k, Therma--Tru Filber-'Olamlo and Smoothster Noryinal'136#n:eL&qUot�N'n.'MpeCt&qUat: ol-d 12[V2022 'No Yes No L g-lit, Asliur,..- Adisr-djorl), 8-1,Id to, u" t�2&id I ,r��'j -. l&rlz,�t�,-��=,,,,��,� "', �,, "' , , " I " I I - , " - ", 41��-,�,',',11,1�-�) Ocialth, A.-ainc. Antar-dfor1ham A,gr-dif-plas, mount Enaskm L , ,�,- 1-:111 , , ", -'L'11�1,11,� 11: , - , _��',�L��""g _, - , �,ll , ��, -,-`�-`- '-- "'I"- - - - " - -, -1 � � , � "-1-- - I ", ' . ....... L ' !�� ,,",","' 'I,�L, - - I I I `- ,I -- -1� .11 I" , , , -1; -- I I I "I , I "" , ", 11 - � I - I , � �',� , - " �, " I � � �W, ,� -", �� , I � , ,�,,_, �,.,��"" ,�� " , , ',"',,',""�, "11,11, -,�, "'"'1111", ","', "'i1'1i'11,l"-1�1'1 -,l`,��`,` 11,',�', ","17", 1'i',�-", '1'11'1,�--,]'1'1, 1 �11,1,111` �;", " "'I"" 1, $so#, Pr.duol Model. Number or Maim Product Dinteriptlon Ei2onget EspIratIon Oate In HVHZ L ,Outside KVK ftftaut Pr.c.r. � _ _- - � -"-' -,,`,-,-,,- 1,§"N � l"'-"',--""_,l `-,,,,.,,`,"-,",-',,', - r __ - ,� �� , "' Composite Edge r,ibortictse )Qub[nD6orwth or cents � �Ldglbjj,, Or N.- ft'll-l"dal- Contract Elb,lbeflno Var. laimtz ,O.Uick, HV[4 assistant P-suins, �- - , � �,','�,,,,,�,,"-�,,,,,,,-,,,�,- -,�,"`,'D,,�-,-t,� ',-','," "'.", 4,J �� _ ,,,�,',-',t�',V, 'r,", v,,',,'-7,, , ,',,�, _11 - �,Athoo�ad.(it.�SL(InSy�jn-��o,Uf!,�)i��,,Xy �Wft 5d2 .,2, Mi., a impact) Vi.y F� ia- 04n 025 Yes Y.� Y-1, 7A ittiont, Aesuender Anivensfidt-Us Avormisirl For lisa jalEk finale, I I , or 6XXQ 5 I 11 I I , I Mullionsilor A I Doors a d WI I dws Aluminum Mullions 661%dzon Y a Yq, yea� MIA cdmjjqUrajjonj)� S." Frodwofhladl Winder artisans Prodad Description doof ... t "fratim onto in H outside IfVI4Z RacbstiI.1 Pressure , I L v, I- Thwma�Tnu:Fjbaf-Classib and Smootfi-Star No I ninat 70�0,0 AquotNor4rrpact&q'Uot,'G1azod 121Q112022 No yes; Me N�A 2 s?04 Verb* 00,61- mull., 121W2024 N.. Yelp Y.� N,A z I I L ' Voc,mp I I .1 L , I I , liethe Edge FjiDsr$Ioss,,SnQ e�,Dpqr (Imsv�hlgfOurtswing; �K,wrifigiurabtso� I , is In. Th-.-T- Fib-Chnsisicend 9-th-M., Nominal 7Agsg�6 ac No No MIA � j6.t;N6.-imPOq,&quct, GI ... d 126V2022 q- Composite Edge Fi�ergjos& Single Door A�th "I elfte(�) lineWnill0da�MhSX01 6X or 0�0 14 r. Therma-Tra Fibar-dislisale and i3rmoth,13be , dolifiQuIectors)L r Notni�6188i)*39;0&�UOtNOh-lhiPMd&Cf(t4 Gicanall 1�0�2022 No yes No MIA Composite Edge Fjt)arqj,a,s�sjn44o6br � �insi4ngiput&wiri,q�"i,.Ontiguiaflon) 15 o,Thama-TruFibar,0Il a dSmodth-SW, NtDmjnal,�& No, iV In , _ , #kl�0 &builtMoh-1 rnpact�q ,W40 12pl I2 N10, I I I b.mp&s!4EbbiFjbsr ,, q0tj C , M Ye. NlIA iii.itsSingleDwr4th Sfil 0 nswnqltililbs,�oirg� X� OX 'or 6XQ � configuration') L I ' L Ronicia Department ofl3uslness & Professional Regulaildon F*.i VI Meddle Depariniont of Business & Professional Regulation F.g.2.T2 Florida Department of BuSlness,& Professional Regulation P.�. 1 .f2 L L . , , I . L is Q. Thamsa-'Trw Flber�Clsselcand smooth -Star NOMInal�6'C)"Non-ImpRo4quat: use,od 1 ��l (�M No �es No, MIA Building Codes and, .Sts ndardr I 020�1 Building Coclesand Standards 10cs7021 Building Codes And Standards irkazi - I Composite Edge Fiberglass Double.Door Wth or Without adefibs,s (lnaWiro!Out5s�ingl,�)otor QXX0 configurationsi , FiroductAppinavAll Application Detail Product Approval Appliclation Detail Prod,uct Approval Application Detail 17 ,q, Therma-Tru Fiber-Olossio and,srno Ij6I't8#n:8 &t,Uot:K'n I Nonr I I , 0 _IhrPadaqL I , !of opincue 12rs-112= No Yes No NIA - I ,dith-stiRr Co�pOsitQrdgePli�ergl.6��'�ingleD�or��th ' , ommmism I i i 1 i ; i i I i : li i is: I i ii 1: 1 I i i :� : I ! :; i , , �j raWoVQLrt"rr� QfX O.ffigUrLa0op) mingeom I i: ENREM w w T 'I'M IS r, Thirma-rlu Flber-'�,Wsio and $n,looth-Star X-111-1 $9#39;8 64 00'6n-1 mpsat,8�quot. Doeque 1,2faimic,22 No Yes, No MIA I , 4 L . � I 0040 Data Mt- �M- Code Entrea . 111111. -4 ontas Idandiril O-t- I C,Dmpo�ita Edge Vilec-41 ... Single boo-sith I Entity or care rendoll Date Code Mor.11-t-, Contact LnitLgl: Data owe Dat, Pendino I L T- Vinallin 10h.h.raet-, cosounot Effeind., A U ... se V.11d.lad BV vislidwad "Mitt Palo Alocitan,g) Acuor-Od - 4ga 12111144 Encint ... a U.- Validated EU Widaited &bniitt.d FRC�A-.I Agg-d sliduk Type wtilgtn wanuil c-trect eincithiar & Ud'Ose L Vall-listed BY Validated Submitted PSCApiaraval Approved Sidethel(a) and Transom �jrss,,lnj�butswiqg,� Gb(G. � L I �9" 0jC)XolP<5ldXdeohfg1 I I I I R.A.fido t!62D Alerda hl.kThomps- Lyndon F, G&n,kilL F F, Ryan J,,K,'Qgt P.G., ovlwazl t7�IW0121 024=1 UV,12�421 Appr-d uraticriij) Rp%islan 161Q James HordN�,8urIbIn9.Pr0dl Inc,, qh.)d Dierplija V� AlOw,"risn J.hrSNthaTd,j1.E. of.lI rIM412616 DIJOSIZ021 drip I'So Appr, I Re,,Aslon n2y IsAF Mi.he'.1 Stish Rdberl-ck.rnirdn John W; KnonVich. PE 0191,2612D20 lKlIM20 V=020 inwp2o Abproyod 19 p. 7�aurnarTry Ploer-pl4sakia and SIQ600th-i3Ur N6ml�a,l�'El�,&�UCENon-1606Df8,qubtj Ofoactun I WlJ2022 No Y" �No MIA C*ogor�t Pwol yealis, �SOW345:63itT FE-81052 i[352)307�,�52li cat6tiony, Pat el Wwla �Kcn 922-2383 ra-43409 �9131 767�S555 oatogicsy; soloing, (aDO)TOB-Zlif PE-69166 , L , I (OS4) M-6224 1 � I Compasi-te Raja Fi6elgiceisSill Ooo,'Wth "Category: Sitting ch.dxLr,ke0js-hare 11.1tcahulory; $ollns ,th-p,.n@aJ0rc,o.m SubCalfidbry-�Asphalt'ehingled metlefingg.r4om , I , siithsfirb� , (9j oti`-ANql�, X0, 6)Ci� QX0 Oompllai�ltlklhodl Evaluation Report torn 4 - Cwpfl-6. hiath.d�z IRVOW.pW Rap.1t from 4 ccanflIarcom,th d 6suaildoRaporfrorha Mi , ' Condililouss Head 6od'�Jff Cb�Mgdibb6hS)L, Florida RegatteneidAtchilact &a Licensed Fords Florida ResnaternoAmhbector.U.-ed FlWd. Florida Rpillatsied'v4�ihsDioro wersod Florida 1 20 t, TherMA-Tru RberZisi and Smooth-ster N-msi I 914* , 9:0 &qudc,,K.. I",Mqdc,t,,0naqu. l2f3112022 No Yes No MIA Prore"prial engine I er 11 � . Proti.e.i-blEno(nd., - Prolassicarli Engineer 4�.mpmha Edge Fiberglass §ing1s'boor,vth - -', �',' 1�� ull [ �"91,"--�,��t�-�'ll""I"�",--���"I'���-,��-4��-,""""�-,�,�,,,,,,�,, ,,�,��l,-,�,,�',,'�,:-,-7�,--�,�,�,,�",7,,,�,����,-"","-, -,,,�,,�,,,�,-�,,,,�����,,,,���&"�,,-',,',,,,-,.-',��,,,,�,,,,,,,,�,-,,,',,-� -,�," �""7.""�,t','-',,,'�-�;�'�,,'�,�',��",',,,'-'�,,'�'-,',��,,� L�', I �&'�� �_L'�,4 , -1 . . . I , , - , - , - '-'L L . ... -11 ,"""'Z, _,,�,"'�i"�',,-,,""�',-��,,, � k"A""A";,"'i'��-, i���,���'�,���,'�,�,,!,,','�4,i%"'P','�h'-;', l"'Ot, ,�,, " , " -11 - � ,, - ,�_'Z"�, �. '�;"L,rj'�"k'��'� ',,�.',,-_',', '*,, ��' �� � 4`,',';,Q!-,j-1,,�� -- --- P-',", 21,"""�,�-�"'���,-�i��,,,'��,g�-,,���q,�,,I�',�"",�'C���--F,� i&�,-`,",','-,""�i -1 ,-m-""� ",;"�,�"",7�,'�,�',,��",',�'�?�,�,�',,'--i'-�,��,",��"'"-�,,�-,�'��',�,-'�,14,""�R��-"",�4","��,,,,,-,,, -, ,�,,-,-�,,,,,--�,�,,-S��,,,;,,7��-��,,T','���,.,-,,',',, I ,",,", �,Z,`,,,,�, "",",,�'I","�"","�"""","� "ll, ,Y,�,11-,:�, ,- �11.1 , , - - - � ,� 1, , ,,�, -'��,Zo'��'' L I - " , , , - , L", , - 1�1 L ,� .. .... �, �,,Z',-� -,'- , , , , I 11� - ,1,1 IL, I", I -,, 1� -�, 11�64111�: .. . .... ,��, _�,,4,j , , , ) -, I , c, , , " , " " , " ; � - "", � �, t, "I'll , � "' ?,�'��',�l',�',���,'�'�--'-,-�'���i'� Xvi �Nr� :12l,�-, t'�--��2��,,�',��,�,c�'��,e,-'�",�"7,-,L,�",� �'�,',,,"',��,�7�,�,'�r�-��'��'�,,t,', ��,,""-' 'it"r4"'R ,"-,,���,--,,��t�--,,,.,�,,,,-,,�,z-� ,,,.&,-� i , `-r, � ""', -� -,". -�� A , �, 1, : , :1" I I I 11 - : '111,1111"', , - "� - � - --;;-,,-,�,,,-L-Iw�, --- - � I , _;_-�,--,,-'i�- , �""--,, I , I -�,, -,��,,��'-,,` I �� � ��,,""N",r, 11 I - "-,"i WR;gw I �� �� - " ----I-"- - - , , , '' - �, , 6 - , "" , , - , Q, � ... .. .. � ", , � � , '- - , , - - , , , , ',,-,- - 5�1'1`1 7 �,, 1 : �,g ,f ,� � , � � - -11 I . 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Aov,.-,d fer U, Avo-dT,rU- Il it9w, � , Agpiroved for Use ApbroVed for Use - - 1, - _ I M-ImhbharNiqubt��Gfazed f21SV2022 No Yes, No MIA "t""'t ""-, it��"o Prodoet M,d,l, Number or Name Prochadit Docerliptlot , Pl.d.ct Model, N-b- Nina, kothigIL Plecrijilit. Cortmeat.Expinallpinvan, in HvHZ Outalde jVH R.0shart presswre Gdrrijotosrtt,Edg� FOOrgisisisirgle DoOravith I I sea A Protbet Model, NUrroar or him rroduct Description Contract litillhablon Efate Ili FrVHZ Crowded, P Ifts'shilont Pro sasu rs S." C.ot-1 E.O.H.. can, In HVHZ outside MVHZ it-Inent reactors S-9 Qichsjks�) <frisoingljoutim L ,imjj� X(), O'A or OXO 1 1-e'pl.ck �.p Siting iber-ternan't lap sidirig 12owon, ys. yiss .MIA M�A i a, &q1o(�.2T8,4.ct'8Offlr Vera"Dir Wid vinyl Mir I vji,2023 M6 Yes N. MIA I GAF Alpthalt Roor Shingles fiberglass mlnfwwd a4ah, Jimnateit. 5-'tald and 1211[64ZG�2 No Yes WA MIA , I I CturbinuOUS 1-�d ind t§jll WrIfiguratiqrsi 2 Kiroaplem, L.P'sidi" lber-,,-t ,p .Idlhe iwino2z, ��* Yes NA N?A 2 W &q. I q I ;Araluce T4&qsot�e1dn1t Vent or sold vnylsOrat i2ISIA202Z Me yes 140 . - , , j , I I L ' - 11 WA hIP/idcj5s5Phsft5hIngje5 22, v, Thermar-Tru Fiber-01"zicand! Smooth -Star, 14 rrii��le&#,��:�&qu6t�N-n-IM�a�OC[Uot:LGt"o 12�31i[2= No Yes No, NJA 3 9.4gua:6-intriar Vintage s.adsdW9 soft, Vent Orpouct vicyl Sent I v�,I 623 NO ires 140 � . I I L 1, , I 11 1 I � . I I I I I � I 4115 " I Composite Edge Fjberoelsa� Single Door �Mth 4 Id Lqudt:bsaquor�* 960er5ditivinviscm 12619023 N. Yes NO NJA , 81 , deffle(e) �ine�vtrlgtOutssvtng: XO, OX or bx0 5 ..LquoWb.ft, 0.1,9,qu.t $.rh V.�!,., sdild Vnyl Soft 12�PI420?3 NO Y. No MIA ",� , domnuoi�s Head and Sill D.ingurations,) 6 ILL §q16V,'S.p.lGpa.&ql.t; soft Vam.'8,cIIdV,.Yl soffit 1,2131c?02�, No 'Ye, No WA CI%j 20 w. Therms-Tru Flber-'Classli� and Smooth -Star f4oMjn�1,6a�no;8Lilu.t�Non-Impa�4 , &j4dit Ooaqu. im0o�2 No Yes No NIA 0111plill" Eage Fiborgiow � b,00r ldmel�wlcith Vented sld-ilbew llftav�rl;104*wn*)�A XY,XorXYM 00 i-154ureatiorts) C%4 a. 24 *, Therme-Tru Fher-0Ia4mc.n`dLS-6thls`-r Nominal I e&#b@;0AjuotNdn-1m#sc;d1qudt; 0*qu6 12fal[M�? No YIY. No NIA C.mp.etsrEd,p ribardlisselPaltrPari.l.vith Vented I I I = ��d4itk�(insWn�iOute�vi�g�XX.)6'xorx,mx - I- "w , -I,Ig�o` 1 to e) I I I I I I I I . L.3 Lai 25 y. fherma,tru Fiber-chissio ardSmollth4thir N..!-I.uif3g;98,qu6t�No�-impo�d&'q..t;Glm..d 12GV202� No �(- No NJA = ,Composite Edgefibisrq6ss noor PisneiawtiI V8111ADI - w . c- 9 SW gfoutssWmg� adsritcsh(si� �in n � Xk, �LW Or k)6<x Florlida Depadmant q Business& Professional Re laten P-Aa,l brI Florida Departmentof Business & Professional Regulation page I of I Flodda Department of Business & Professional Regulation tj -7 , . I . - I gu I 11 I .1 I I Page 1 Of 1 = Cj C 6onfigiuratons.) Building Codes andStandards iolwoti Building Godes arid Standards I 02Q21 BuIldingoodes aird�$taundardsr jo�llel - co 4:14 26 z� Th eymce-7 rui Fjjbpr-k�hl and � rdwlrh-Sbur� hicnimal 1 8&"P �0 91,4100di- I moscV8,0quit �Plstosd 12131r202� N O YO. h1b MIA I L :,< , � I COmpOete !Fdge Fiberoteei 090, P a n6le �IhiI, varied , ..-; LL- C)- 91'" ' L ' I (%�llra,�Angjb YtpwqgLxxr,xxxi)rxxx)( Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail . !�2- c= - bdrfigiLcraritcnnii) 1111 C14 -= 27 za, Therms-TrIj FiblIT-Classio.and Smoorth-star Nominal 4�;#$P;O,"Non-Impac�squc,t'Glaz�d, 12,I3112022 No ye`$ No MIA ���� to C= n I I 1 I 1 , ; ! i - i : i --t C-4 : I is i I i i i : I I 1 I ;: i , i I I Composite Edge Fiberglass Single I)6-tW,!&439,:0 ONVAIROMMEMNIMMEM ! ;; i Nlemmsl%mmwAmwmw awn= i: i I 1 4w L4 ,91de�itett)on�,,MngiCutsving,,XD,DXo�OXO I L . I ig qowguratianS5 194k , fillity or I wx iwiL Us P-din Doo, code gingim , Do- Date Dar. Pagano AR. Ccelst Entity Dare 1101. Oat. Pending dcate, v ,= 13) 16 zb Fncrm67TeJu FfbW-(-Jaseko�.hdSmbddh,Si4r Ilom , i�916b�B&qut�t;kofi�lh*a6M'4b6t'(31azed 1213IM22 NO Yes No �)A T-a version thn.f.drons , C-raot rreinor 4 Lials-is V.1hi.ned ev Validated 6ninnitted Ric Acco-I Avar.. siletus T"b miiaL riliginnif.0turo, ,Cbht.ot ,Endlear-& Lic.ne. 'Validated Be violent avismid4d Far:Andrevat ApOrd.6 ElAus IVP6 Voralca Mincianounir corstaot anginw. K Ljd.r�. Validated ffy - = �,th L )L.11dal. S.bhulit.d F8C Aptirovis , Approved ataft", Z1. = C Composite E�dgus riteigili� l5ciuble Door ka,wrcldrl 200 TAMhiQLi`u(IqQ'Qfi'dY;ls LLC �erri Edo ROberi Ni�Iffift" johifw� r�ndwe*h� PE IWOVIOZ csc2s�= 101121202a 1211 20 App-d R014.1l 9020 Lv. Thomp", Inc. dos Thompson Architectural Tory Cbrigtmain Zachary R. Pri.st Steven M. Urich. PE ,DWI 712020 oS`16f2O2G OSJI22�2q2t 12fjW202 AbOroved Re,� !on 204 Fields Me* Pro uch; [ o Clark Jones �srftsa` L seven M. Uricilt, PE ,Ikl`�712D�11 09a5q020 IWGIM20 1211EI2020 App,c,ald a) := -:% :3&414�b,Sid0lit�$'�l,����6�o��qfng�L O)CIO I . I I I 1 ��211 11 I L I I I - 0 1 a, L Id 'p, � Dudk&, P.E-@ , Cq�s 5 4 "I" �""L") 2di8-3456 PF440121 'T category: Romq = om,ifigualioti) tz,awa--Y� mo-mv t417) 312�,8844 PE- ,(954) 772�-S-�Z�' MetalsCq anyltAVC0, ' I 17)317-BPI�4 1904�781�6400 C BUCA Ei$lmeannj ' JIYJ311�8454 3: CC 29 :gz ThIsm-ei-Try `jOer�CIqseit,;and1 5MoOdr,Stqr Nommis),$059;() 8squobNQm-Impsu,taqudt, Glazed 12I�112022 No Y,e;� No MIA sultiGatiagow, (Itule4eynnonl�s, sern ng`L S.k��.t.�oiy:R6,,��pA����$.�-th.t,*ra an -jcd.m§rtmk..cOm Catenjory: Robl' to,se-iligns.t. Ins,ong.com � L L I -zlark@fla-,�� Pr.31242 I - 11- - , SUI,cassigpiry: a6olng�,C�ossciesi d�at arwan Integra Idortofthaii;qi , ng system M 4D .= Composite Edge Fi6cirgjaaa 8ingleboo, With W39 0 1 C.MVIll Method: E�nluotlw,Rclpocr from a Integral Pan orthe R6affng System Ccnrrp)1.o.Vejb.di Eyalq.tion Raportfr.cna = - tj w sidejk6(.),�I�.w�gi667�i�i,g.Y,o w(orz= � F�p6�.R�gi.t.,�dA,�hit.�t�,.L!�g��.d,P.Ild. - = = I corifiourail6m� I . Proles'e-fiel Engirae, Compliance Method. Evaluetrarr Rcitort'lYom a I florid. Reglit,red Arohitel,t- Lfiosreed 'Ided. .!= . M >-1 K ,zd. ThermaJru F'Ibor-Classioland Stiodon7stair N 8a#W03,quot;Npn-Ihnj,adc&,quot aded! 121al'1202� No Yen No MIA r, 11111'r --, " " " � I I - I " -- ' " � �, -1, " -'y-1, - "I�rl".-,"O.���,,�,�,,,,,",�,,�',�'.",'�,,,","-"-,��,-,�,,��,,�"-�,���"'�,,� �A---q-�--r "�"'�,-�'-"�,3�,���',"",��"�'�,��,���'���'ga,�,,,,,�,-, Ficsid. Regir,htned Ar"'Itect or s U-sied Florida ldl.f-i-1 Engineer z W. -& = L , L ,;, GI � �, , 0 i,� ,.,�t�, ,-��, ", I f,� I -- I �dgue�,bdrqjhacs Double , , I - �',�, �;, 4�'�;`�� %, ,,� �,��,,,'�, , , , � 11 , _ "" ,� , - ,,,, - - 'I,- "", '�, -'�', " ,��, ,L" "" """ '�`r�'�' �,�,", "' 5 ,5,�,�� -'A,l,,% �l,,,�,'A�,',,,,',,,��,���,r�,,'x I ,,�, � ,-��,���l,,,��,��,,��"31-�,,�L,-,,�,,,,,�,,,����,,�,,�ll,",",�"'�,,�,,��, ,,,,��".'�l�,',',��,-�,��-���,�,-",--,-""""-�,�,,,,����,��T��:'�,',---',���,,,,��,,-', L -,r- , , � ,� , �, ", , - " " , - ,,- - , ,:,� � , 1"'�', L, -., 41 � �`�,-,W- � '�k 2TV'I" ,Vr-��--5',6, �,'X, i5",'-fk-"-0�A1A--' 4 A , - PnOessional Engineer �, 'L."-'-�', 7 51 -- , - , - �, - - -- , - , , - - � - - - , , , , ----, - - -, � - - � r� - -, - - , V- - , d, U, ", - �,�.,�',,','.,"'��'__"�L,�'�����'�'�,�'�,,', L �:,�, , _�, ' � - -- , *Ok��� , ,,,,%� , ,,�, "i, 'r�0,,",, ,--�-- �-:,-�,-"-, ,,,E��"I"�,�1-1,1,""""-"""�ll",I 111-�-- -��`-",�- - � " -1- � ' ;-- - �' -"��,����,�le",�'l-I'l�,�,�,��-,���"%-�,11-1-"�,��-11 7-� '; _ ,, T ` -� - -",� --,�, -;, , - -,', -11,,,-,�� --""�,-�,,,�,,,,��,,,.����,-',���,��', ", - - - , , _6�� _ - , , "'; , " � , - � l��� � -, "�. 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Nmb,r 0, N- PrOdw'Destdoll. C. i in AVHZ oviside llyHz itinsistsol P-surts , , , -, I - - I � - - --Y-1- 1-1 - 7- 1 1 " � -,-"-, ,- - � ---- - , 4", , � ',, - �,,-,---,';,-,-, -�, a ,V-, 2.R, " ��,i� "", dwiniAsquiratico Apbrond for use Approved for User WA 2!& Z Cj ker . Approo,el for use Abyroved for Use igniml Design ft'llul, PrOdue udd.l. Mumb.", ft... Prnd.alowention "cifturadt Z-imetininiusirt Whscil � o.h,fdb HV R,Wstaad Pnia..ra So'e.,compbsito lieGlodad RbcnqI-�snqj,s I TAMkO Roof Underlaymento (HVHZ� Roofunderayments for no In FRCHVHZ 06129r2023 Yes No N 1A MIA 99" PL.duck model whintoor or w- ?nbke.t ons'd.figi Cont" E.61raticig U.I. In HVl-iz o.Wd.jVtjz Fi..hnant P.- - I , , � 'Z- "NICtXi�quol:RV 10 RIdP',V,snt&,quot: Alumbium Ridge'Verts forpit,hadr,ocils reblivited 12131,2024 No, ,(as No MIA 0 1 DobrvAfh &Wthout IW9;2 8delli jorilihII I TAK0 FIctT.p 011,Ridge V�rn .ch sets Icr Tie 20 gui; .tatl. rool".othet-fth bam. owwaQ20 Yes Y. WA NIA I Inrl. 0. . 025'N-Imim I I - (Inen nljIQ4oc,Mj6g� X 0)�, X� brO�0,,oqhfigursdians) 2 TAMKQ Rool UQdqra�prrtcliM0N�i4YHZ), Rootuhch,laynankf-se In Rilo n.,-HVH2 OEr2W023 No �.s NIA NIA 2 TAMCO GQpw.okV.nt Z69 I L I I , . 06VO812M No yes MIA -01 52;5 lurINdlodars. a TANCO OM Ridge Roof Vent %flith Eaffis , 26 ge- sthum roDNotilliatorwilh Integrated bame 0OXWO26- Yes Yes NIA KYA l , 4 TANTCO Round Top Olf�Ridgle Vent ��Ith 3.111.101 Tilk, 26 ac,static foot vofttinsto,with baffle 09rOW2026 Yes r1ree WA NYA , , I � I I �rloss and Professional Regulation . Forld'a Dopartiriontof Business & professorial Regulation Pon. Vorl Florida, Do of Bu In"SAProfessionWRegusition F.g.1 ej Fl Usiness,& Professional Regulation page I of 1 , I L L part"I'sm , tz orlda Department of B 11 Florida Department,of Bus Building Codesand Standards, Irl�2021 Building Codessirld StAricI 1 lrn�wr Building Codes and Standards In5/21)2Z Bluilding Codes, arld Standards 3/1512022 Product Approval ArPlicaddh Detail Produlct Approval Application Detail Product Approval Application Detail Product Al5preval Application Detail I (n I $�Ak Entity at Dall. Adel 048 Ise6dind D*d ends gntltS o anko ato P-rjw. Irian Code Entity a Date Date Pending Data L. A06 mah"i T". Verson Whiriciffact- ctirtsot ErIcirne., & I.I.-, V6(id.t.d M� vaildneo FMC Apir-A A,or.Ved 2ksg�i 7vp. � mcmuladiture colitaidt Frainee, &License Validated a Validioded S-Onulthael, FSO I -- FEC Allore-L ga�ecj I I w�m ItL6 jii�w i4am.f.edunt gkiki Ernoce-&LIcense V.1idadd. Valid,tail 6-tvnitinsd � 11 Aporoval 'Approved At&& 171-4026943:11 R�,ici.n 2020 Lnm�ncd Katfta jdil'y Jorn-L. Buckner, P.C. Staveo IM, Orioll, PE I 1;=021) IlWe2i)20 1M,K020 dingl`BC Allon ReM.I., 2DM Bercl Wooing 6rdersterr Rebin "O' I-nff*n Elnkmdcan Gsl-llvv�vdalksr qIMPQ20 I 1,'02r20iI0 I I/W2020 Approved Remf.foh P020, ,Global Protection Produmts, L-C. 7im Robinson Walter A. 711 It J1, P�F. Joho,W. Kn6aevidhz RE 00108),2020. 09108i202Q, 10101=20 I �fl 512020 Appr-6d C Date Date, Date Date gaw COteUdF I Yt ROtAhs) ISDI) 983,6163 PE-3124; (717i,,317-8454 1 1 1 1 1 1 1 1 q�faqqq� R.bmq WI)SK-som 84Mcps LLC� �205) K4�01G(J, I ratenory'. Sh4 . ters , $8,9�7w PE-44167 (954) 77-7-6224 1 � I I I I , '115, 1 ode MM-2r- . Validated Sui)mltted P , -P SubC*Opnt�,F?�..Ing�*�..Mf.ptbqt.�.I, Icalln,yoloman'o.dom. Sullo.t.g.ly! Robing Tu- RoonAndepcdnQbVRLoO SOIQCatedor�, Storm Panels .111115iflean@gpicont qbm (D :[y p Engineer & "n ap-hgy�_j Approved I I . _I Version Manufacturer Conts ' Yaliclated By ' risl Parcofth- R-ofing'Systern Cbr6p]].�,f�am#th.d�r�.T..ti-R.p.itfM�. m Voincip][anceliettord: Ev,supation Reportfirtwina . , C�l g lnwg Revision 2023' PO�YCLA88 USA Maur,.)4AjPnisrt'r License John W 11,0112SM20 10M/2020 FB 12i'1512020 c,ziNar.9fiflithed: E-1.0i., H.P.rt hurn. procluct E�Iuation 17�hllty Ronda Registeied:Arch kept or 6 I-i-lisebi Florid Category; Riobfing S9542331alOSrrialpertapol*giass.i�qrn Robert Nierninen Knazevich, PE 1 Anpil Fo�4daRegulersdArchit"toria -!�Qhsodl`lorlda �,-��f";�-'��,,��?,,�"",,,�;,�,'�,", I , ,',-, I , -, , ', " , '-,-,, 1, " ,,,�,,,�,����-.��,,��,����,',4�,,,.',',�,�,-�,��,-,,,",�� �-�,� ... F ,�,",',',' �� , - . .. ... ��,,�,` �,� ...... ��,,���-,,',�,,�,',,�,,�y.,."�,', ,,��,,,,�'����",�,4�'��',�!,���"";---�,��r,��,",���,,",,�,,,,,��"-"-', . 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P,,d.,t MsEL,10- co,romot E,t,Dti.O Date Wits' ,do HVHZ R-1,4-4, pras... for use A!D,j2.r,0_Hf_.Z _U%I IMbact, Caution Compliance Miethoch iutiiftiwa,ce Aveireshniffor Use Approadilet Use Imp%t owan is S.t.y- Strait.; slate Cil-IlYSIste, spit old Ebglish Rat Proille - Denver. CC) 1 M1,2020 No yes NrA IrVA sell * ---- D hit VHZ rwalluption Raportfrom - acht Number .r N ... Pr,dl,d otscrictic cdo"okililluEr.tLiEtthato ip� Outside HVI4Z Resistant P..W. -Thatch &tI IMP-& ., , I Product Model, Nurniberar Name PrpdoctlDirgarliation Jft��. "aihwHv _ FIrlsisluant Pressure Izw � � 1 20 0age iSalvanized Steel Storm Panils1HVHZ Stotil Stow Panels retained 1213V2022 Yes Yes yes MIA -Suill V,bk-Mr DA-4 L.,, Profile. Pelypn,pyl ... Pl.ab., P-Olar� 12/lbizo5 No Yee I'll 4?,:61,97 1 s-Iloob - slats, Shako &smp� Split Shale, Rl -S!oQkt.r. CA 1281'=N No Yes, MIA MIA 9 S-yGOG � Slettre: 8hbl-&arnp�isitut Sh.k. Rat P,.F,[.- Reho, CA 1VW20213 No ,(is MIA MIA 2 IZ4'G.ge Gsil,aniz�d 81-1 Stornin Pan.1l Corrugated Galvanized Steel Storm Panals retained 1213112022 NO Yes Yes MIA Arobitector 0, ljcansed MQ,horuC.IIyA1(&qhed to r1Vj,,eDd back. - C11rug4l,�ll-l",M�",.nplllrl*�Ildn hurricsdre ppatiectino. I � I a Flarida,Riegiste'reo I = DAA - IRI 6 1 I -rr-1 E -4-i ldlorlda-P ofe6slioin'al fl� ,�s..y?00-8h.k�,,'�.t�&.mp�Spi�Sh�krs FIwP,.m-,1tdoId6rjcA 4213i&20 I N', yes NIA KIA or not by tradIcs to proVide hufficiine protection. = (D ` 20 �6-y TOD- Sh.k.� Snia,a-p: split shrine Fiat Prefils, - Rlallto.CA IV31=20 No � yes NA MIA Engineer 27� T.Oa Eaftms I Suiediona "91, FIM19. - Kely, TX 1WZV2020 No yes NIA NJA 28 V111. 1-6. F�qi. - K,,ty. TX 1�112020 N- yes MIA NJA a) FU*Z9-F(3:1 Produc I C- I - I tW0YAjR_U=9_a ftil g6forUse I faneid.for Use Impaet Dind g.RA Produat fifiaidiI Nurrobei.or-Nari Product Desor agaft Contract E leaden in HVKZ QlAslidie HVH assistant Pressure U) Date I Polvillats Roof UndierlsiYmots Robi unclorlayments 'IMI/2022 No Ye's N)A 4Nl I F0IVgIessRO;,fJndeI1aynl (HVHZ) PO,Iyglais roof Underlayinerft fpir List in FBOIZ�3)20Z3 Yes No NIA NfA � M I HvHZ junrisdil � � � Folyglass Roof OnderlaYments (nw-HVHZ) Polygl;%ss:r,00fund.eflay.Me�ts,.tbr usIe In 'l ?JZ3V2023 No yes NJA -NW-62Z5 > I I I FRO rdrI,'HVHZjPjcsdlofl.n6, Norlds Oepartment of Business &Professional, Regulation . Paig� 4 of I Florida Department of Business & Professional Regulation P�pp i �f I Florida Del rtme,nt of Business & Professional Re,qu lation page I or I M 0 1 Potyglass Rodf Underlayments (HvRZ) Palygrass roofunderhityments for use in FElciv2w=�3 Yes No NIA NJA L I I I � " 14VHZ juri.di.V.n.. Building Codes and Standands 161022 Building Cocles:andStandards 10201 Building Codes arid:Stairclourds iroki 2 Polygla's ROofL1ndP*mcrt% (nor-HVHZ) POIAIZ,js,�i5ofur,derl*�nelrftS,tor Use 16 i2J2AtO23 No Yet NIA *Nl , I CL FRO, no n--HvHZ'jlnl-djddPr)sl Priodtlet Approval AppliCation Detail loroductApproyal Application Detail Product Approval Application Detail > L , I Polklaii;'Koof Uilderfillyments (HVHZ) Poll roof Onderfelyrin ents'lor Usis 10 FS01=312623 Yes No MIA NIA I a- Z � L, idi ' , Hvik jurned'' I 1 2 Polygio�ss,Ro�Df.Undoa�m�.,nt5(lo"VHZ� Poll roof underlaymerli use in 1212312023 No Yes MIA +Nl C.& Sinfityor Date 2*1 Date Pending D-w code Entity or 20 Data ozoeftn1lihn We code Dare Mi Dent fluid Date 0 < FEIC mun,HVFIZj One, I L , 91111-wKt , I '70-r--I�m Mali uE Engineer 4 Licrens"s at-I'Ll - I- RAM T- � En,ftrias, 9. 11-ne, ,V,Itdst,d 5i V.0sh. Submitad F)DC A]ol-I A,Dr-.d sitst., " ' L Type s anture Cents Validated Validated Sultilmitted FISIC.AnOrerval Apic-ed Vend. mitankc.t.. C-01I ftildctam &uoar,gi Validated Validated thiligift1w FSC Arands.1 A.b��o V..Ion 111-uroerigoir 111 I Poly,igliss,lRoof Underlayments (fIVHZ') Froll roof urderlaym ents for use In IFSO 12JL2=023 Yes No NIA NA Tra.rSishop, P E I I I I R",s!Qn I = All American Slhuttertr and 01- wilkwBarbied ;mnkL. Bermardl RE 10IM020 10/*I2020 111051-2020 I,Qiwo�o App-od R.Ae- 2I)20 Alpine Snarl: Ld,xlrs ICC P.I..],- taueii�.. LL� wilt... M, Ranier[. Pr 16ji?260 02WO20 fl,W2021) 11w1jo2p Approved R.osi., 2 2P commo=l Concrete priduct.irn,' Robert0his a mustA, Or.cabsig, John Ho� I m6=20 1206!2020 IM,&2320 ding FBC APP" I HVHZ jurisdictions. I , c C3 L .IQ ,a I L 0 I CataqcixLS� Shutters (!561) 712-93621 PE:0046549 (95�) 247-0880 sategory: structural Con-ponarts, a121)7iib�S377 (407i 681 -1 9* "ao9qrY:'S(wtur.I qdmpoqeDi;s (41 SY SM-1707 PE-34245 (312) 586-53i I � I Poly�jaes Roof Undellagments (hor-HVHZ� poii4ass.roof undsIrlabIrrtnts, for use in JV2,V2023 No Yes NIA 4NIAI-622Z SVbdahhlgoJIy,1S1brm Paine4s, mikabpattannericansirutte nbc.1.9-y: Truse Polar; a,,,is@apIrn,liV,,..nr subcal - as �Rpo`ltad pr-tgaforg"Iro-rn , L Fad min_HVH�L, 0(nD, PrOdacto Volluo,nd = jurisdictorts. CtmPffanee Meghocl� Evaluation Roportfrom a mcon, contplianic. Methark E,0.ission R".rt inn. . 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Nhital Conra,tor Plate I Z�l �= 4 Yes yes NX NlA. it" Pledge Modal, Niurclinit.of Wrin Prochictilie6orlpti.h Cbrinot Expiration c. lniuvflz I Outside RVH Red PM.N 3 SCQ?AII5:6e-Wox metal Ccorcr,tor Plate I pj�l;�024 YL68 'Yes NuA MIA 1 L ,Quality Precast orCommercial conow. procinsts Precast and Prestressed C-crelo Lrtels D51250024 No yos NIA MIA 4 �TWW 865WIJ no wave Moral Coo-foa plat. 12(31�024 Yes Yes, MiA we� < (D U) -+--a M I 0 00 = < Florida Department of Busines's & Professional Reg4lat I ion F.g.1 V,� Florida Department of Bwslnsass,� Professional Regulation P�§6116rl Florida,13spartmernit of Bulmness & Professional Regulation Flage cl`2 n I , I . I I . . I . I Building, Codes and Standards lowazi L I Building Codes and Standards anw2u2i . Building Codes andStaindairds L I gr 1 lil2qz - 1 1 . 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PISL Ponslinilstrartilt.mhs, ri No yes NfAl Nil� I ,Rplal Aluminum solid 6amp: VerecAlummumaoffig AIphAAIum1re)mSD3d6.olnp; Venad'AlumInum , I 1 13 -flmb&,S1rsrd1 LSL Lonnnabed.Strand Lumber 0,313V20Z5 N4 ,(as N/A NjA C I I 11 971304DO23 No 'y4s No WA 3, Mi 16 16 ga- tr ... cenn.cteiripl.be 12MIP022� ,(as Yes MIA N)A 4: TJ Rim Board ' Shn itu W Com ostits LOM �rrsoientecsrrcndl Ow3la=' �wAvmp; wood solin; pt�u isimt� wpoo A 54-ri SAS I 8 gtwx high straigth In c. - nedror plate I Zt]rl Q022 Y.� yes MA KJA P I b L L L NO Yes I,qA WA I I L 1 5 MT20HS, board Rin, stand 1 2-0 0a, hiph Ittmenth truss, con rnad� plate 1281,2022 Yes yes MIA NIA 5 Weyerh ... a. R Im Board (Directed StIrard Ed.nd Rim 3.nd NP312023. No Yes NIA WA SHEET NO. a TLIB� M71 a 18 go trusa connece'"t. 12)3V2022 ,Y. Y.s 1,11A N)A I I 7 TL20. W120 2g isi-inse Donnevaplato 12)312022 Y--s � Y4, WA 'MIA I I - . - - May 27, 2022 1 PA 1 .1 " 1�--- �L��- %-, L . - 11 . 1�, *�" . I M _, _ I I � - I I I � I . - 11 I ' ; - � I ,Z L� � � 7 � L ; I � " L ", : L . I � : � I ' � , L . L ' ' � 1 , - I ; I L . , 4 , , L j , L . , - - , " � � - . - I I 11 . I - I- � � . I � I 11 � - . . - - L . , . I . I . , , - 7 , �- . , , � I ,i I - L - I , L " - ,�,,., . , 71 -.,.;, I ; � . - . I . , - i� , , , � . i. � : ' , L ' ' ' I , � . - - r' ' L ' _ �L- ' ' �7 - , Y , : ` � , t ' L�'-�'� L : , I � � I � L - h "� ,n � , �. ,( r ' , ; . '� , : , 1, , , : I 11: ,� -��: - , a %5z -1c4x - --*,�.'� iLkAksKqP&,t*Ui, l-wir �-.--- ---- 7 M, -7- - -- "y 7 1 1 L j � " . , . - , L ; ; . , , ". � � - M I �, , , I L, - -!� I � I . - - ' . � � �L' ' :11 � ' - ': ,� � � I - - . I I �L i L ;, �, T '! � h : I" '� "' � " ' I - 7 1 � L . I L , � , ,�. ' i 11 I . I . L - I , , I . I . � . �, � , � I , � - I , ' - IL .� ,r: �. �- ,, I. . I . 1 -Z�4 1 - L- 1-,��, ,� �` �- , � 1. I - - - - I -L- . - - - I . - � . . - - I - . L L , . . - - . - � I - - L - , L -- - L� � L . L I - L � i-,� ,." . - � I ' �� , - -� .. -,4" ;�, ,,�, a;;cO�, rvzA�wi,�,�: �4,'4, ,4- > j- 0 0 PimF,,)son �trol*-T16,010 F13C Approvell'Pro4vots For,;Ire� in �UpOalod, 1 M0120201 p mon ttrong-Tha 204 PBC Approved Products Simr, 7 For ditedt lnko�6 All Cj.&zK deg Upcatodi2r4brm, $imp 16,2010 F,BC ApprovoidProd tt$:L son Stro6g-T, u For, ,,,t I I Up4latodlMOMM Simpson Strotlig-Tio-2020, r5C ApprovedPioducts I - 1 For direci ilnlm�6 AIrWA0PrCYA16 ](401 bofo� CLICK HFR I �Mmou 0-o 2 Co dh a _hty U�olw �qorfflgon T-g-ra ing 110", Wik C_ For addl 1=101114aa*i"do, PtodUQtApPr.QvatSY`steM and -t I or� J�,=p tAQ4 e, (f�, For oddltionql jrrl54rn0qn -14torldas Proywsystowot mawmco pourAy regarding towide, Product 1p I E *1 For addilM kp Te Iod0a'sStite de� Product Appro I&NsMa -1 Ind Marni )gda C. nty NQ4c#,qfAqcophW0,(hPx (3) Q b C/) - FL*23W.R? FL#10449-R6 FL#1 006. HUS, HUSC ranging from IZ/6nta 3- -116'to L i'L =3 Fn 4110' and ha�lgjht; rAn4h 1 bc'MQaaj&d flange ialrom 4-5 1 -0 0 Sao* Product ModsC Nuniberor gum Product Description, Sea F.foductModid, Numbermi-Name Product basedbilor! Sea A Product Model, Nut0gr*rUA Product Doscrif2tion Verseloft (H USC,)WA4bI6 for models having Wdth oqualb:� or p -0 I Titan Stalnie 40 -�;PMq VN-SS) fOtbr& _90n(y 114" dlanflaterTltert itafirl I 1 A21, A25, A33i AK AS�. A4 Anglas I QL BTU, 13TH BriakTtes greater then 3-gn6l. 2 APA21, APA4, APM, APVAII,L APVA4. APVAe OutdoorAcoentaAngileav 2 CW1 2, t k4STJ 4, Called stnaps 12 fUSsoilosihanggis Fate-moun hangers -liablei w[athsfanpirg om I-118"to 3- t RVR In fr 0 0 3 1 -1 APB44. AP844K APVBUS� AP130ORAPB8§, APB88R, AP13101P, APl31Di0R,kPVBM� Out0oor AcQonta, Z CS1 4� C$16, CSJ�% t%b, CS22 fled S ope L 518" and'Ihafghtt rarrgi6g ftoni 9-11V to I e' LL 4119 APVW4Rj APVB60, APV13%R1 APV88k APVB88R, APV131 010, APVBIM OR 4 CSHP16, CSHPM Coiled Strap� 13 LqUS_26-�SOS, LGUs.83_$DS, LGUS.25�808 Foce-mourtt h"6rs 0 4 APDOZ-4, AP0JT2R4, APOJT2-6, AFUJT2R-6, APVI)JT2-4, AF5VDJT2R-4, APVDJT2-6; Outdoor Adeenk-Ua0k Joist Tier 5 CTS21 8 - - 14 UU24, LU_2% LU28, LL1210 Face-mourit hen gets M 0 > §�Lj Prod uct. Wdel.: NlImblaror Maine joMduct Desorlotlon AFYV1YJT2R-4 a Dspr, 8SP, T�SR- 6bud to Plate to- 15 11102W. LUC210Z Face-mourlt hivVers, 10 -0 E 0 I SDIOII�D013 Outdoor Adpients C4nrteolur Sznavv I '6 APHH4S, APHH415R-.,4PHl*I 0,, APYfHeibR Outdoor ApoentwHeavyHo0glar 1, H1, HTM, R215A, 114-ji(lj WZ,,Hle, H-16SH154, Hle-28 HurdcanOTIV4 IS, I Wiles hangers Fp��mount hogersaVallable irroathwriargingfrom I-S110" 1b4- (n ktow 6, APL4, APL6.� APT4, APTS, A*VL4, A-PVL6, APVT4, APVTO, Ogtdoor koonts L and T 9"m-tp4oIwmn Ties, 0 HGT-2,,HQT4, HGI�4 Heavy Girdar*r]G�n 5'a"'ano R6.ghlis hanzinig frqm,;�, to I 0,61tv, $6row T A?LH24.,,APLb24k AFLI-12,6i API,,H�WR APLH210; APLH210R Outdoor AO�errts WI)t"HaVals g H$24 Rurij4aWN IT FAGU$.t3_wS;, MGU4125�,�Sm MG U5.1al-SID01 MGM.62�13QSI M1LU7W0_isI2r5 1`40A-mpaht WgOft co 40- _420-0 0- 4 $DCF2 -Ij1QQF227001 SDCF22aprBSDO�F-�9Z 01,:4� Mi 4,, `8 RV L-4 StiqkV8qWr Letfigar Cdnruiftr" 10 HlUiSi� 48�44QS3� HS84-S . DS3 H0q$W48-hdi� ta mus�es iiarioars ns, ranging from 1411 011to 5- U) SOOP2Z$64�0=Ftl,064 80,CF2,744% CRT'2K, r5T4Z Concealed Reat-Ves 11 FJS�2,-,�VIM� WST§,, HVT Swithitst-4s VWA64� 5 $DQP22434.$,OQP22jr1,Z SOCP,226,14. SOGR72700; 10 CJTU� P444 C407-k CdTOZ caroomoJoiarnos 12 HT81 OMt,$2�L, fiT� i H�-828,, HT.I�K HT$sorc -19 VUS20: MU82S 11 DjT1-4 13 HT_'�Ql PKTZ� KA 0 QZKT Twst Str Heavy a �20 SUR,'SLIL suRcsu�q rlashan4ons u mliangqrs ayallpble�tn imfta�rahqtn� from I- 0 SPH142TA00 SOHR2V6I4;43DHR3I40Q, S RR316 4 Strohq-Dr1v,,SQHRQ6m, dSctew 12 DS Dry Wall Stop 14 LETA Light FloorTle Anchor 911 &'to 3-WI Tka nd hefgW- ranging 'lirom 3-111 V'tD 13-314" 7 SOS25i T�2: S68261s�k $0�32$200� SE5625212, SOS2530D 1. $DS2541 �"'SD$2541 2- 8tronq-QrvaSO$ SaTew - 19 1`04-FOLB Framing Clips 15 LSTAPLWAj,?, L8 double SDS255W� SD926W0,,ZDS2WG 14 FWANT Foundation Wall-Ariplas 18 LST149, ILW17� Straight Straps 2X am4 4x models,, pniAoute-Wige, Is-concoaled. 8 SOS251 I SDS252WES, SO425212SU, W$25300138; -SO S263128S Strong-Ofiva SOS Heavy-Duty�,Ocnnector sS Suew 15 GA1 � GA2 Qussat Angles 17 LTB2D, LTR40 Rrid [rig 2`1 U series Irangers Faoe-mount hangers available in Wdft, ranging from I-QI61' to 1) SDWF2716, 8QVVF2M. SDWF27ASDWI�27,26, SDWF2730 Strong-OrMa,51)WF Floor -to -Floor -%raw. 16 H2Aj 114�5T, HO, H10A-2, HIM., H14.. Hr.Aln HufdcqrroTt6s 18 LTS 12. LT-516j LTSI 8, LTSt IAhfTk#lst1_!9* Wand 11 t8 HGJTZ HH43 HH�L Heavy Concealed JoistTre Header Hangars 19 20 MOT MST27, MSTsT MST43-, M6T6Q,:MST72, M@;ifwmq-wderTiedOwn stralght Straps 19 KRSIZ knea-Bracke Stabifizer '21 MSTAig, WA11 MSTAI!& MST A24j IMSTAM, MSTABA. ��TA49 A1,9, WTA21. MST slfaights#aps FL#1 0667rR `R0 L3a, L�b. LTO, 1.140 Angles '22 MS7028, IVISTG4Q, M&b54 M$ rC78 SIraight SOPS Ag" Pigd1jct:Mdd Produet Desorlstion �I LCE4 MST64lans, M-ITC699d Pre"Bent 9trAlps Sea * PrbductModal. Number& Narne Pjmdurt Docattfigh I ATIRV41 ATFfQZATR64. ATRW4 Threa0ad Rods 4 ILMLS60i L,%t0,'LSW - , 616 An Skew@ Was, 24- MSTI26, MSTI�,*, -MV40, M,15M80, MST17�?_ 9�might'strops 1 RA series hangers m 9/16V to 7- Top jangirgffo I- .2 ATUD5,,ATIUO6��A7UO§� ATUD54ATUDO-3, ATWbi 4, ATUD14-2, Aluminum Tgka-UPkDdVjce '23 LSCZ mjusta�la Stair StHrrow 06n�otor '25 MT512, IVTWO�VT$240, MTS30, MTS30C Mddlum7wistttrop from 7-1?&, to, 50. 3 uois�6, Bpi) 12� 51`5/8,2, QPV4,'6K14-OBPRTUOa--4 Seeing R fawt, 24, LSSJ28II � L$SJ waz� Lsw2aut LSSJZ6RZ,'LSSJ21OLZi,LSWZ-TDR�Z PlaIdAdlootabioJokHon r, -25 NCAZ�10L �, NQA2*iZ-1Z-NtA2X0-, I I Bridging", 1 =81F series 110'rig" 6 07 4 ONWgra� %Wia� CNV�WA. CWVV4,�C", V8-`112,,C!�W3,4,VA Coupler Nuts 15 LS8RI.81, LS9RZi'., Field A0ustabILS6,bPaWAke":bV Horgar 27 Ri1MI'2, ROW1114 watlBraclog'. IMI'arldnai his 'g*, orn �-'l 14� t �24 04,40h g 0 6 CTUL)56,CTLJDOr),CTUW,$�x�'TUU7�,CTJJD76,r-TQD77,CTUD87,'CTUma,-t�"rUE)Q7I Ctu0jing TaKo�.Up Device '2t LTPk 4TP5 Tie Plmles 28 RP1$1 �, �PS221, FC�e2a Reper P, late strip 3 DGF series hatiasis TPIpflatroo S- z ,O`rUOft CTUO9,9 17 Mosz, MLZ47, ML2aZ; lVIL2S7, M�21'67 Angles 29 RSP4 Stud to P160 Connector 513" and 7-114110 241, 0, �K�, 1,14� NG NO Heavy Haxj�Uts Z IMMHO RoOf Tie-DOM GLO SPI, SP2r $P4, SPA SP6 stuit,*_te Tie 4 QG H F _00 e�, hshae ra, TOP in kiiiaths raliging from I -WV to 3- -7 � KTIUDA RTL,1]0� RT�UD9, F?TUD7, RT1.013 Ratcherting TakeUp�Devicg 29 MMHC Hinged�RnofLCon 31 SPH4, �;PHO�SFHOI Heavy.9twd Ptat.,Tie Ois"ond heights rangingfrarn ,5 Tuoejuuio T-oke,Up Device W MMLU26, MMLU26-Z MMLU28, MMLL128.2, MMLU210, IVIMILUI211, MMLU139j MMI-1-4311 Fapo-Nipprit HaIrgairs -32 $SJO� SEP�5, StodShop, EGO, EG7� EG-9 series hangops Top flange hangars ixvAllEtblo in Wdths ranging from 5A 14" to 8- 9 TQW38 -ralke-Lip Washer 31 RBrR3QP ftof soundary Clips 33 ST%ST12.,ST1& �5W, -,:ST-292, S-T21-22,672115! ST2215, S-=Iff� sTa2-_2_4,-iE�r,9236 Straight Maps 7/8"and heighis ranqft from I I"to Ila liNs'a 318" Uplift Rod Run Tiodbm Sysiamf '$2 RST-2l RoOfTia-Down 34 T1320,71327, TB30, TU36,T$0, T134$,705,41, TU$8, TBSO Tension Bridging 6 WQ series han 'gets Top flange ha ngers avabbla, in Widthts ranging from 3_5jaL fp� 7 I I UFM4 112" Uplift Rod Run TWown System 35 RTC227, RTC42, RTC24 RT�_-44 Rigid Tie CannactPre 35 TWBI 0, TWIR12, TW51 4 Wall Bracing 1/4" and heights ranging.fforn 1 1-11MV to 32'. 12 I-IRS6 518" Upliff Rod Ron Tiodown Sys;em 34- $TC; STGT, DT.C_ HTC4 Trusst:lips 36 VGT, VGTR, VQTL Variable Pitch Girdar Tiadf)VA7 7 GLS series hangem Saddle hang ofg.available invAdths: ranging from,3-,�/Vlto 8-7X1 z is, U, R S. a 314" Uplift Rod Ron Tledown $Pisrn 35 TJ037. TJC57 Truse Jack Clipw �7 VVst0ft,%S1=VW51_:WWPi"C. W6143C Wall Rratirq and heights ranging from a-1 IV to 291, so ZZ Z41 Z44 Panel ��#fferer Clips 8 Q LTV series hang" T60 ffarigobatioers.available, In Odths ranging from 3-1 14�� to T 101 and,ifthlirongiftg from I 1�'toL$2-' HOsorlas�hangsts Top aya%Oje in w0ths targing from I -9�1e'tc, 7- FL#16447- 112" end heiVhts Set( -4 P[RA4Wt Mod4l, 14UMb6r0r'ftrne Frbduct'Desamim 10 Ht ILS sarlee-hangers Saddle haripproavails�4aih Wjdhs�ranq(ngLf(OM U;1,;4�" to W I OtT2 Hold-clowti Prod uctAddd1,',NUm bar or.1h,14mg Produot 06adr1littan 1 O'aH937x5.5; 0BH2V,�TAsC1UHZa7M75 Conroqled hatlTors, tlnd+61ghts� ranging from Ib-,Ii.Vtq 28';� 2 FDCI 014, H DC10= Hold-down I AHEP k1ustabfe Hj�-EnOjConnoclor -2 DU, QHIQ, DKUTP sones, hanglaLm F4aOe-cr.nountPU,]D'HU)artd;top-4NPge,�DHU-rF� hangers 11 HGLT Top fl9ng0 from 5-14" to 8- -Z PnOa, HHQQ1I, HH1OQI4 Hold-down 2 08CM-MM, DSCPL-,$O,10; 0SC6P-SDS1. DSPSL-SOSS pVallti�loih Wad. ,m , 4j,"tirbro, 1 -VI 641o,Mfl S' 2,r nd h0ghts 7M"arid heights rangiq from 7-1�2'ja IT, 4 t4bLJZHEIWA',HE)IJLS,HUUU,�ti4tJlI HOU14 Hold-down ;3� GBC Gab�d E3ra,'L COnnettor rang Ing from 9.115 12 HGLr�sentshaffqers, Top fbngL hangersavallabJe Inwidttis ranging from3110ta T- -5, HPA�gi HPA35 "itrap-4tylo, puriln arrehor A HCRI-61, HCP2. HCP4 HIPLQornor PJate 3L HGU03-SVS, HGQ5,25-$QS,; -HOU5,50,SDS, HGU5.62-SD5,.HGUT,%SDS, HGU7-.25-, Faddmourit hangers- andhtights 6, LSTHD8, L$THD8RJ ft2p-style hnid�dovvn �5 HHRC2-Z HkRC4Z.'H_HPCAZZ HHRC411 Ol HHRC44. HHRC-5.250,25� HWR05X/5LjZ Heavy�,Hiptb Ridgerptrheotbm UPS, HGU1g1GfQ-SQS 13 HITserlos, hangars Top flange in WdtsLfanging from 2-5116'to 3- 7 VAsk mAsAP Fouridefiorl anchor snop HHRO66 4 HGUSsatiot hangar$ Fgce mount hangem Available in Wdthr ranging from 1-518"to 7- 9116` and heights rargin g from 181 to 1T_ B MPA13-Z MPA144 Strpip-is" I HR H-p Rfd_ge� 0drinactor $18" and helorts ran qfrom,B-5MV1oI'2-1ffl" 14 Tr , ri, HUS se eslianggrp Top flange joist hangarq available, inWdlins rarfg)ng fCorns-iLla" tro 8 IPA1 S, PA23, PA28- PA35� PAW,, PAOS- Strap-dylo LRUA I LRU210, AU212 I Hgmgar 5 HHGU5.25-SDS, HHOW50-SIOS, HHGLA62�SDS, HHGU7 00-SD!�,cRHGUZ�_sl)S, Fec6mmounthargers 5-9116" and heights IaDj�jpg fr= _5�51&'to 11�2i,l /8`1 10 FAI-16, PA12�.. L PAI20, PAI55 0trop-style, purlin onzKor ILS028, LSIS.UX LSSUZQ Light U 1�--Iangar kHGUO,W-4�DS 15 HQTF HU47rFserlesbangers Top flange htinqpTs available invAdthstargingftorn 1-9/1VIU55- 11 STKDIO,E�rHDIURJ� 5trap-s" holt-do�yr 9 TBE4, TBE6 Truss;Bearing Enhancer 6 HHU52�2, HHUS2,8!2, H HIJ621,0-2. HHU64QjL HHUS48. HHUS41 Q, LH HUS15011G Face -mount hangers VZ'and heights rangingin?m 3-111'Tta 1t'. Concealed flange 12 STHD14, STHDt4RJ. f�trap-style hold-down 10 TC24t 7C26; TC26 T'rUssplip H H U S1.2&f1 0 Yo rs ion (H UQTF) a\MilarbWfo r al I mode Is hav Ing, Width equsl to or 11 THAK THA2i3, THARt%, THA 216-2, THA2212jHA413, THA41 8, THAC_416�, THA422. Adipa%bleTruss Hangar 7 H%J.R. H9UL, HSUfIC,� HSULC sonas hangars SKoWab.laCe�'hrGujnt in Wdths rangino from grazter than _qjj�e", F c-i THAC422, TIHIA4�0 T44:22-2, TRA4213-2 11811 to-15.1f,01 and heights Is HWP series hangars Top flerLrgp;lhonpTaoVA!I*ojr. widths rangini) from I-PMWta 7- 12 THAll,01122i T for (KSUR� HqUIL0 available for all Vil�'atyd halghtt to 28,11 13 THIALAZI, T W22 Skewed', Tfy0s, Hariger nceale0_ 17 Top fkarige �qdths�raqgln_q f(om I to 7- 14 THjA2q, LT114A20, �I`HIVIA MQ1 tiple Ttq$$'Haqgerp �6 f1TV20, HTJ1%,HTU11Cr, HT mi 0 7, from �410'tv 32P THIN THJU.26, THJU213,W P 144 H Upserl6s hangems Face-mourit 1-811016.7. 18L ITS series hangers- TopflanyL�harl P �avallable tn%4dth8 ranging from 1,V16`t63- IS T$13R2-24 Truss Spacer-Res6iint 1-12" ond beights rarrOlog Tf6M 2�WW 19,1,0-114t Concealed Pmnge 5f$`14�rid heights rahongloff9-1/6" fQ16' 17' VPA2, VPA26, VPA3, VPASS, VPA4 Variable Pitch Conneddrs version Wl!�),A equal to or 19 JI3 series, hangers Top flarjge�lhangers available in Wdth ofl-.9116'and heights CD LU .10 VTGR Valley Truss Clip. glaoterthah 2-W16'. ranging to 7-14' , . I = C= 10 HWOQIS110�18DS, HU =-_ZVI�SDS, HUCQ2I0-L2-SDS, HUCCk21"_-sT)S,_HUCQ510- Face-mourf-hoagels 2D 12A�iaiieshannem Tooflapgr heights C= 041", ba, HW4412-s, 8, HU005.25G-80S.14UQ05:2511 1 -§081 H OQe 0- $DS, HUC D L), I ranging frorno-VIV1613-10 V2 7 W_ W G cr_ 6. CL) C5 KIM Simpson Strong-Tie2020 FBCApproved Products Updated 12=420, Simpson StrongJie2020 F18C.Approved Products Updated 1 WQW20 WAAMM Simpson Strong-Tiq2020 FBC Approved Products. Updatedl 2r"20 EMM Simpson StrDng-Tie2020 FBC Approved Products Updated 12/3W2020, For direct llriOtoell HER For drool ln�srtovfl S$Tappr."s Rated Wow&LICK HERE For SST approvals 04H laeow,,CLICK HER For tultiltional Information toga FdiidditlonalLintomOonroor�hg�lMda!s-StatowideProdud,APPrWWSY3t-mi4(dMwTi�DedoCcuntyNotfooQfAzi;t�PtaiicL,-�NOA).�2�. 21 Top flange hargers: a4laba irrwi e� ta ft Jigh FL#11140-0 is �IILBVI �Wi 5ILVI 41- VLRVU SVLSV.Z5S, S&BVZ66, SA_,RV3,12, Top Fla riap Joist Hangers 5 S�T-xp Mhosive Anchorlo rconerete, 6 Shrorrg�.,BQ*2 PTGZSTS2�48S; STD�.6188), Strong.15olt 2 Wedge Andhiorfotconcrate avalable in, carbo n 22 LBAZa0avlraPger,#, Top %joeban Wbth �ol`Lj �Wl 6" and 1helofits FroduatModol.NurrilI flamia Produictl)ee�abtldn 19, %TT20� 0Q7T=,Zf 4, -HTT`4� HTT6 Hold v nt iwl and steel n I s NHU�Z'Q-IH'14,4!010�4 JoistHaluget 20 r, 0.181M�77� tVM,1§T 0 §V. :I t, m I �i 9 ag), 7 TltenHO:1THIU.-K THQ-HIV%7HVi-`H4:5$, THO-HOSS, THD-08. THD--050,�*S) Th.,nHD, Hevy 23 LlEqs,,�I Lt�07 sertos praRgers 2, H86O, HR51'2 $44p �lea Z SIP4, 500 ft d plato Ties apd,31 a Joist Hanger 22 Stud Plawries il4ifiless steel, orrWitb countersunk head,in cariplon steoll and 24 !AM5, M 5ji37 Top flange hangers "la0le inwidtils faroirig ITOM5-1 M!, to d-, 4 THQkTHGI33,THGBH THGSH3,TH08H4 Z joist Harrilor '23 STC-LAd Truss Clij;t WO"andbeights 5 THGWZDS3, THMS��!34.5, THGQH2 _SDS3 THGQH3-SDS4.5, THGQI44�S0,S@ JQWtHangor 24 T2022' 7fuss arace,049culal A Titan HO Rod Coupler IT, VD�703411Q.THD50934130) Titan HD Th reatled, Rod'Goupleir for concrete, 25, MIT soijes hangers TOP flangre forngiling from I-Pti 60, to 5- THGW3-2; THGMA THbW4-3,.THGW4-4 joisMan'g-or 25, TJC57- Tro�s Jack Connector Tlart HD Threaded rRO4 Han�rerfrHOS25158RH,,THL)BS.71-5MH, THO;57,21211H, Titen HOThreaded Rod Hainger for concrete TH0_1WUF.ZH, 7l4DI02i2RH) '26 PF, PER. PFOBiM$Bserl,-_s-hangafs, Topiflogg heights 10 Wedge -All (WA) We0ge-All Anchor for MawPT�l rarloing fr=34"" W7-116' FL#1 114734�5 FIL*1390A�IR5 0 2T RR RkIgre rafter bqr. votor 26 AP series hangers Toripfithgo, hangers allailobe in Voidtfis ranging fromil-9/1 Wto 7- S" # ProdUctIVIddal; Nurnb67-tT-N4rr* Prodiict Descripbart Soo # Product Model, Nurl Name Produc6 Desc&-tima FLX1 62311�11& I IS a n d hei g h ts r ang i n g -g-1 4'1� D �Zi, 1 DeTAL�20 DoWbid Ernbadded Truss Anobt 1 __ jjj�, _ tDS4 0=M4_td-SDSHDG drom5-so-sos�4QG,CCTQMI�-iS2-SDSG, - Masonry Flat Caps, 2( FGTRF�GTR14L. FGTRHR Girder Rptm fit Anctnpr, POTOM15.50 , I 760 QC0 M01 WTQM4"#2_3 1 L' �V� Q -SMS. Sea # Product Model, Njum bar or Name Product REM !3 Hie, HIS$, H16-2, H14-4�S HuffiqjnoTie, =QW1150-suse- I Ar-xp AT4P Adhesive for concrete or masonry FL#1 om-&q 4 KETA12. META A, 4_7A20, HF�IA24,,HETA40 Embedded Truss Ariphar- , CL0M50G-KT EcCLLOM %620KF� Mgspnryf,%�Caps 2 FT-1101 ET -HP )i�poxy Adhe!Ova�or maso" HLETA�12, k-7AILle, HEYAt,20 P-mbeddloo Truss,Ahchar EOC LL aMDA 62G-, E=LUQ 1006,609-',KT, EWI-ROMID3 62G-0, 134�0G, 0 �SEF-XP SET-XR141gh- qqh,E Ach t rmasanry ModeL Ngrilbar'drfm 6: HOAMIA HMq Masonry iatrofitcO L trodols KT� E0OLRQMDtCNW-KT 4 Strorg-13012 (8TS2) masonry JL ABA4,lr,,AaA44R AEjA4OAUA0LR AR"O' ' ARMOR A 7� HHETA-MLHHg7M,,�HHEtA24, HHIEF�AO Trus*Anrh9r, Z HGUM5,�A, 09UM7:25, HaUMP,0Z v aqgsrs- HoA y Masortry, �5 Tlfen,"zvm) Then 2'Sprew Apchor4ar borrcf04 2 'ABU 4�4, ARJ44RL 6 ABU4 A l�R',,Ap�5�5�A8u6-61,ABU$5,A�8UOO,A J66R,,ABLUS, A�jUs#�ble Post Base a L(Tm� "6 imer TloacM, 4 tn U10064, ��,U 2 LG UM28 3, _GU, , 4, 6�2, LOU 102`0�2?, L40M 2��, M2,$- *1 Masionr Bearn Hangerr, '6 Titan HO VlibH485, -THDHOSS, THD-CS6$81 T Ite h H b H a a v y; D uty �`xroW An 9 In o r rp r 6 a rt or a to, av a I I a b I a I n 3 0 4 (D ABOOSR, ASU1010�,ARUIDI61.4, AgUI212, OU-12$2R 'a LT� x2 Lateral'Truss Anchor LG UM71 0 -3.'LGUI W1W-,4,1CUN(46, dG IJM48, LGU MA 10 -Y bexYroac� and 310 stainless steei Wth C_ 4 4 ARW44ZI, AgW44RZ, A8W4$Z_ABW46RZ, ABW66Z, A W66RZ,AI3V-7 AB AC4, A'04R; ACE4tACB, ACZR.AtEO Adjuslable-Pbst Base Postcap Id 11 META12, METAIO I�E-Aj IVISTAN24, MqrAM3S,,MSTCM40 MSTCM60 EMbodd TfussAnchor Strap Tie for -Masonry 5 PBHAS.12a.0, 1vBHP',1VI`t,2�,-MRHA3,5@;T1r MB4A-3.,4-Uj-1.25. MBHA&f5OjILja�, MRHAAO�4, M13HA3.551113, MBHA's,58A8. MI3HA$_WT4, 1�fadcrnryTop Planga BeaffiL HiangM; 7 Titan Tub. 6 804, SC46, B0411, SC61 6054,,BCO, 8CS2-214, BC82-3/6 P09cap 12 wsmie, MTSM20T w8mlla. ft M20 TS TW* Strap for 10-dry MBHA%5M25;MBHA0W,'1 2!�.MRHA5_50111,843, M8HAff51V14,MsHA550rI6. 17Wr) TWn Turbo _%rakvAnvhqr for concrete or maronry 6 CBS& CB44,0134a, !,DBQ� C13,88,1 Embedded Column Base MI3HA5.Wh8 T CE3SQ44-SDSZ C13SW-BUS2, CBSQ56SDS2. CBM85-5DZi2, CBSQa&SbS2 Embedded Qolumn Base 1-114�' 0 MBHUa.'O6114, IMSHU5�56116, 4131-108zetia, MBHU,5,�09,25; MRHUf�.S(Vl 1,26. MBHQS.6011 1.8,3, lviRHLJ&5l Wownry Ream Hangars FL#lw37-R3 > k5 CC, 17-M, SOCU Series Bolted column caps-vA W1 vangirt'g ftoni tOL9_11Z' and FIL4111496-R!i Vyangflng from 3-50'to7-112" M13RLA,50118, M§HuO�50t14 Sea X Prod Udt Modbl, Number oriNante Product betcrItAlon 0 9 CGQ--S=:S, *r=Q-SDS2,5 OW05 ScreViecl oolurbn cappiArith WI ranging from 3-1/4'� to 6-1/2" and Sea W ProductlYloxigh NutnbGtbrj4"6 PhordmotposcAtAlon I #JLO_l 6 Tapping Sctovisvoft #3 VV2 rangIng from 34V I OTIZ Drill Polo 10 CPT,447 CPTeSZ. CIPT887 Coriceelod PoatTiatwsa 14D,12. HDIP Bow Holdowr� FIL#13915�R(I; 2 XLQliAT1224, =iJ41312242'K Isalf-001ing,Tapping 0L 11 E 44AE-PS44 W046 P0 Pdat!Basa 0 HD5R,H07B1 HOOR: scrowswith A DIMPoidrand Lerbe,Dtkmeloy Hex Washer Head 12 r.PS4Z� Finb0oad"Post Does A M4, HTTS, H7A-V4 Terwilon"NA Product ModoL NumbarorNgme i1rodoot0osorlotton 2s XMQ1 I 481�24� XMW 148,1224-2K XMVpdiu#t-HeaJ Metal Self�Drllllng, IZi W1344, Lf_$40 Embedded 4olpmagase Wrig, LTr2Q(4XTT11M 1 SOW223QQ SIOW,22n$ $DW`2208� WW22,5K $DW=P00i 5MV2631a, sirong�Driv6SPW F.WPPLx and TRQ�$-PLY Sarom T qp 14, LPC4Zj ILPC�OZ I-Igh PostCo 4 .2-24"'Stlong- -,'Naw 41 privex x1sor -4-0 15 IMP13447, VP8WZ. VloWZ Monreopost'saie �2 SDWC1;845Q, 8t1W,01 M-M StroTyg,064SOWC TRUSascrew, Drill Point IS P844, eR44%Pg46� P960, Pi�100 FL*ltS28-R0 3 $DIWH,�q*OR, �DWHAWOODS. 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PC64-1 6, P065-118. i=-Pr,44-i5, EPc4B-13, EPCA8-10, Postcap 1 S135*24, SB�1&24,150-liM 813 AnchD 13olt§ r' 5 8DWslaaciG, 9DWal.g�7i2,sb"224Do,sDvvs2���,si)v.�$�,512,-SDV98226M S�rong-Dhv�.St)WSTIMBEF?SrrLwonte66r Grade) 0 F-P084-1a, Epcbo-io 1 SSTRI6, SSTR2A8STB24�SGTR28, SSTR34,'SSTBWSSTR15L, 8M2DLtST624'L, SSTaAnchor 800 DW322 _ , �21WQ, SDWa22jjQQ, S - 120("SD �OWS�2�000, SQWSP2ebj�LSUVYS � St)a -320�Ro ,20 PC47, PC4F?Z; PCSZ, FCWZ, PCaZ, PQSRZ_, EPGAZ, EPC4RZ, Elocez, EPCBPI- FPC;8Z, Posfoap SSTB26L 7 SDWS22aG0DB,. _�;D�14oma, Smsv5aDba sIDWS2260131313j SIDWS228001M, Sttong�Drivp SOWSTI M13ER Screw (FAedor G rade) EprIffiz SDW8221 0QQDR $gg # ftldtmt Model, N=Wrrrr Warlm Product Descriotfart 21 PPB"-42; PPI344-6Z Post Base Z 8DWSM1 2138R, �SDWS]22_51 2 0 ElB OutdcrorAOoerits StructuTWWOtd Screw I OssclAujz DSS 49� D=848. DSHS LRYPOSS From Ing Drfff'Mut Con nector '22 RPRZ Retrofit Post:13aso FL*t3872- 9 SDW,9273608S, SQWSV500GS, SOWS2760ass, 8DU5,278WSS, Stroug,0000,18,1DWS TIMBER SSOcraW 2 FCB43,51 F.CB45,5, FC947-S FGM5, FCB411 d Bypass Framing SOW627100=�:5OWSZ712POSS 3 FPHSW4S101e,.FPHSIJs4BI0jO, FPH$034RIOI�5-5K.,FPH61134SI2.1-4�L t�10-16-tnd#12-14 Fram1nQ-tc�CFSSQff- s6fix PmdudtM6dAl,.NuMb6ri�i-rNa(tTis PMdu&D6A4fll3bqh 10 813VVVIS400 ftfifig-DirlVa _80WY SOIL-17-70-RIM Soraw FPH$0$481214, FPH�M481214--�K Drilling, Tapping Czw%s 4 C$1,8, CS20,oS22 Coiled Straps 11 M221 Outdoor Accents Ha*HaAd,WasfiPr 4 LSFC2.25i LSFC4,25. LSFC6.')S,,S�C�,25, SFI�X25� SF`CQ,25 Steel Framing Conpoctor .7 11919,6, H9S8. HRSIi��FHA#, VOAR,T714Al2; FHA1,6,_ FHA24, MFTJZ%VsTf3R, $rapaLq� mil ffa) 5 L$Sr4X. S_SQ2,,�24, SSrA,26, SSb6�VS:,MSSC2,15, USS 4,,?5,�M S�M7, �WIVISIV. VM,9T46 HTEO�.. HT_- 0, HTS3 C P �L* 990:3,62614W 7,6 RCKW$,5iCXM5,RVKW .RCkWZS,RQKW-5.6,5 R0id,Kha6%ail0bhbeotqr �21 FRFP Flat R.44T�o4ridatiUrrP'lota A �STM LtTAV�,LST14g, LVIlTs, VSTA9, M.�TA112, MStAI,5, IVIStAl,'6, MSTA�I, IVISTA24 $Ir*541 MINI. , kgA, 7 0054$ A�SG-1344,�S, 5, FTeM,,hg,0ide-Clip Cwnectar 3 GH4 6,0� GH 40-�j Q 1148�6. W4qAGH41 04, G H41 0-6, 21168- &e0flft,18i 01-1810-8 Circler Hangar 1.5 8- LSTA9, LaTAl -2. -L STAM 6, ILSTA14, L4-TA11, LSTA24, ST202" sT2.1 U� s T-21 ls� ST22�� ILSU81`13,26, OU8142,25, IVISVSH9,Z �Strap� 3a mi (20 P* add *_e" I FroLduct ftladaL NjimbilmOr Barrit A518, AS `091; N9 1 SPEf PradliglDegarintla S $CS32-��197;S 90M,5 Bypass FrominapConnactDr, eM[ MMO 4 GLUM, GLU158, GLI35C, 0LRW,,GLR7A,�qLa7q, GLB7C, PL87D GlulamUearing Platle 7 ILT17,15 Lateral Tile Plate 2 AS 20HS 20 V% High $b7ang�h TNss Plate 10 Sjoa�2�. SjC1 0,15, M-5JC§,_2!5,-MSJC1 0,25 SteelJOiet Connectors :5 G1_9115j �, 011L1912, GLM-W,Zat.7616, 0LSTeQ0j GBILTOm QfUlam Searing Plata 8L LT S I L 2', L_ r S I S� L7 818, I:T= Lght7WIst-Strapo, 3 A$-�O 20 ga.7rwueP1at6 11 SSM.-518 Bypass Framing Slice-Olito -Shfut Connector 0 6 HGLRA, H04513i HGLPl;-!,HCLR0 Heavy Glulam Bearing Flala MSTAA VIFTXX STOZIB, ST522,t ST9, STI 2, ST1 6, ST12, MSP�;28� Nl MIS-TC52 Straps,64 m1i (I aga) 4 ASHP Hinge Plato C:vrineotor 12 AL8H34B1414, XL"813141,4 #1 4,1445trong-Drive XLZid Shouldered Belf-DrillinLg, Tapping co 7 HGT-2, HGTA HOT-4: Heavy Gir4wTiodoom Is MSTI:m, MdTm, ST69se Straps 08 mlI (14 gp) W 4 UFP1648098 Universa I Fourfda4an Plate I I MTSI`2. MT$1 9, IVITSI4 MT00, MT8240, MTS80C lw%d !U rn TWist -st ra as 13 X0181 0181 IX�W 131 C'S41<1 XQI 81214. XQI 8`1 214-3-SK, XQ78MV4, 9(178gl 224-ak, 910-1 S. 412-14, ane,412-24 Strong-Oriye X Metal Self-Drlllin�q� 9 URFIP UniVersall Rotollit lFoUndston 12, SV V133,1k, WW'OO, Top Flange Jqist Hangeri, Fl.*K$730- XQ1 I 4SI 224� XQ1 14R1224-Z5K- XQ1 1281 M, XQI 1281-2�+-21K, )0,4elais.v, Tapping Scre,6-s. < � I �, L S)U.5,60 'VE4 _ XiSiD16.X1810164k, XIS-1�14,MB1214-15K (D .13 "A2.12faL SIBA2,1211 0� �8113A-2,12fl 2; WBA2.112114, SIBA4.1 818, SGA4 Ira'i Q'I Top 1`1098 JciistHokrrgdM Produrt,Mocloh N unt(berar'Name Pmducrit Description SBAO 8112� StRA4-18M4 I ET -HP Ad hesj9 e Anchor, for oonorete- z i, :WHIA HurricatiWna �2 GAC, GDP, G OP M.60. it DPW75, tDPIM-19 O� G OPlS, GW-50,'CLVW7FY, tW-1 00, Gaa-awal a 4 it, st 06 or sand asoaml �1 les 15, -S/H 08$,,S1H 0 013, ZM1 M,,VM Q1 OS, VH D1 j5S, SIRD 159 HDwowns. 3 PDF�A, PDPA-k, POP4-Mq,- PDP�AT, PQPAT- K PI-NW,'P1Lf4WP, PiNWF`-WK PDPAWL,, P ok a r- a r t o af6d N s Iq rm r gr �th toade 0 --4u is; a n 0 twam I [as < _qHDU1 I H01000no rtLoPA, K=PA, PTRH PMHA4 "As, IT 'SIOUT, $/HJOT 4 �SFT�'-%3 kd�h eteky a Aqr�h ot,�br tnhoj.ete SHEET NO. May 27, 2022 PA 1.2 Q) —cu a) Z-) -0 > C) MIAM M18MI-DADE-C OUNTY (1) 0- 0 CL 0 PRODucrtcomtmucmN "T �jasL-C te USA, LLC Cast-Creft UM. LLC Cast-Crett.USA, LI, D F REGULATORY AND ECONOWC RESOURCES MER) 11805 SWU 9MVR00m208 (D BOARD A" CODE ADMINISTRATION-01MON Mifiin� Fkarida 33175-2474 T(�96)345-1590, F,(786)315-2$99 NOTICKOF�API�JKPIA2,��E: EVIDENCE SUBMITTED -�LjD1"-0FACC1_9 TANa-. EVIDENCE§P_B_=T—,ED NO TICE OF ACCEPTANCE- LV_IDENCE LUBMITTED 0) Z U) :t=: =:3 CU NOTICE OF ACCEPTANCE (NOA) 1. EVIDENCE SUBMITTED UNDER PREVIOUS "PROVAL #03-0695.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 (n 0 M 0 -0 L- Cost -Crete VSA, L LC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 0 = 0 EL SefNierjlorida 33584 L Drawing No. FD4612, titled 'Precast and Prestressed 4iftlelDetails", sheet I of 1, L Drawing No. FD4612, tified-'?recast and Prestressed Lintel Details ", sheet I of 1. Drawing No, FD4.612, titled "Precast and Prestressed Lintel Details sheet I of M :-� M prepared by Craig Parrino. P.E., dated March,24,20,03 and Drawing.No. LT46!,� filled 1, prgpared by Craig Parrino,.P.E., dated March Z4,2003 and DrawingNo. 1, dated 03124103 and Drawing No LT4612, titled "Cast -Crete 4 "1 6'1&12" 4-- 0 CU 0 > -0 $com: "Cai�wCeei,4 4 "01 61"& 12"Lintel Sqf�,Load Tables", sheets I through 3 of3, pr"rodby ft Load T LT461Z tided "'east -Crete 4 ", 6" &- 12 " Lintel Sa i7bles", sheets I Lintel Safe Load Tables," sheets I through 3 of 1, last revision dated 0611,2114, all (D E LO- This NOA is being issued under the.applicable rules and regulations governing the use of construction materials. Craig parrmo, P-E, dated March 24,2003, last revision,#] datedApril 2& 2003 both through I oft prepared by Craig�Parriho, P.E., dated March 24, 2003, last prepared, signed and scaled by Craig Parrino, P. E., on 08119114. U) ca The documentation submitted has bow, reviewed and accepted by Mianii-Dade County RER- Product control drawings.s�gnedandsealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, RE,, on co F C0 Section to be used in Miami Da&County and other areas where allowed by the Authority 'Having Jurisdiction TESTS Mrch 22,2012. B. TESTS (AM)- 1. Test report onflexural testingon 4 ", 6� & 12 " Precast Concrete Lintels Filled and TESTS L None. This, NOA shall not be valid after the expiration date stated below- The Miami -Dade Coun Product Control ty pecimens, per AST-ME-52944, prepared Uifilled Models, total qf (13) concrete fintel s 1, None. C. CALCULATIONS Section (In Miami Dade Countv) and/or the AM (inereas other than Miami Dade County) reserve the right to have by -Applied Research Laboratories, Report No. 30404A, doted 04110103, signed and 1. Calculationsfor Cast -Crete Lintels. dated 0811912014, pages 14.201 tkvugh 14.236, this product or material tested for quality assurance. purposes, If this product or materW Ails to perform in the sealed by Christopher A. Ifemon, P. & C. CCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E, accepted manner, the rdAnufhttu1tt*ilI indur the expense of such test' and the ART may immediately revoke. Ing 1. None, modiry,ar suspend the use. of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE 4 this acceptance, if it is determined by Mimni-Dade County Product Control Section, that this product or material L calculationsfor Cast -Crete Lintels, dated 05129103; 207pages, prepared by Craig D. QUALITY ASSURANCE 1. By Mfami-Dnde Co toity Department of Regulotory and Econom icResources (RER). fails to meet the requirements of the applicable building code. Parrion, AX., signedand sealeof by Craig Parrfno, P.A 1. By Mami-Dade County Department of Permuting, E"ironment, and flegulatoty Affairs, z Calculationsfor Cast -Crete Lintels, dated 05129103,140pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described bereiri, and basbeen designedto comply with tU HighVelocity Hurricane Parrino, P4, siknedandsetiled by CroigPardno, PE. IL MATERIAL CERTIFICATIONS 1. None. Zono of the Flotida Building Code. L None, DEscRimom ( Cast -Crete ) 4" 6" & 12" Iffigh Strength Pr6e"t and Prestfused Concrete Lintels D. MATERIAL CERTIFICATION: F— OTHER APPROVAL DOCUMENT.- Drawing No, FD4612 titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality S�stem Manualfor Cost -Crete Machine Made Precast Lintels revised an Mq 1, F, OTHER 1. Letter from Cast -Crete USA, Ina. dated 0811912014, signed and sealed by Craig z prepared by Craig Parrine, P.E., dated March 24,2003 and Drawing No. LT4612, titled tCast-Crete 4�% W'& I V- 2002, 1, Letter from Cmt-0,efe Corporation, dated February 03, 2,012, signed and sealed Parrino, P.B., certifying compliance with the Florida Building Code, 2014 Edition; Lintel Safe Load TabldW%l sheets 1 through 3 of 3. prepared by Craig Parrino, R.E., dated March 24,2005, last 2. Casi-Crets Qualily System Manualfor Prestressed Products dated 2 002. by eraigparpino, P. Z, certifying compliance with theqorida Building Code, 2010 revision dated June 121,2014, all signed andsealedby, Craig Parrino, P.E., on January 2Z 2019, all hearing the Editiork 6. EVIDENCE SUBMITTED UNDER PREVIOUS "PROVAL # 17-0821.18 Miarm�Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 21 EVIDENCE SUBMIT TED UNDER PREVIOUS "PROVAL,4 0"320.09 A. ]DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4� EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z MISSILE IMPACT RATING.. Large and Small NMsile Impact Resistant 1_ Drawing No, FD4612, titled nPrecast and Prestressed Lintel Details". Sheet I Of 11 A. DRAWINGS IABELING: Each lintel shall bear a permanent label with the manuhetureei; name or logo and the Miami -Dade prepared by C�aig Parrino, RE., daiedkarch-24. 2003 andDrawingya IT402'. titled L Nbhe. B. TESTS County logo. "Cast-Creie 4", 611 & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by L None, Craig Parrino, P.E., dated March 24, 2003, lastrevision datedAfarch 11. 2008. 19, TESTS W RENEWAL of this XOA shag baconsidered after a renewal application has been filed andthecre has been no L Aone_ C. CALCULATIONS obange in the, applicable building code negatively aftecting the performance of this product. Bo TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if tbere,bas been a revision or change in the L None. C. CALCULATIONS - D, QUALITY ASSURANCE materials, use, and/or manufacture of the product -or process. Misuse of this NOA as an ea6mment of any product; for sales, advertising -or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS L By Miami -Dade County Department of Regulatory andEconomic Resources (REV, any section of NsNQA sholl be cause fortermination and removal ofNOA,, L None. D. QUALITY ASSURANCE L MATERIAL CERT[FICATIONS ADVERTISEMENT: The NOA number precededby the words Miami -Dade County, NoTida,, and followed by 1). QUALITY ASSURANCE, ur AER) 1, By Maini-Dode County Department of Regulatory and Economic.Reso ces( the expiration date may be displayed in advertising literature,. If any portion of theNOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be�doiie in its eiitkety� E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy afthis entire NOA shall be provided to the user by the manufacturcror its distributors and E. MATERIAL CERTIFICATIONS 1, None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by, Cast- shall k available for inspection at theJob site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, A K This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submittedpages E-1, E-2, E-3,,E-4 and A E-5 as well as approval document mentioned above- 'Me submitted documenta don was reviewed by Ifelmly A. Makar, kX, AL$. ,�;Wetmy'A. Makar, IKE, M.S. W— offuct, Control Section Supervisor e!;Melmy A. Makar, P.E., IVLS. Product Control Section Supervisor c7mefm Product Control $ection Supervisor 2 LU NOA No. 20-0630.15 &� NOA No. -20---0630.15 NOA No. 20-0630,1S N0k No.,20-063035 �. Expiration Date*. 09/11t2023 Expiration Date: 09/11/2023 Expiration Date, 09/11/2023 Expiration Date- 09/11/2023 C� cc Approv,sil Dute: 08a#=20 ApprovalDate: W2012020 Approval Date: OU2=020 Approval Date: W2012020 < i Page I F, - I Cn = � -:X -B cc C; cc cast -Crete lu" LLC glIt-C -gte S&LLC NOLICE,Q,F_ ALC_ZPTANCE: EVS—IDENCKSMAHMI) PiOTICE PF AC!gEPLANCE.- E3MENCK LUBMITIPI) 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EV ENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None, B. TESTS B. TESTS Cn L None, L None. C. CALCULATIONS C. CALCULATIONS 11. None- L None, D. QUALITY ASSURANCE, 0. QUALM ASSURANCE L By Mami-Dade County Department ofRegulatory and Economic Resources (RER), 1. By Afiami-Dade County Department ofRegulatory andEconomic Resources (RER), L MATERIAL,CERTWICATIONS E. MATERIAL CERTIFICATIONS 1. Xone; I. None. F. OTIHER F. OTHER C- I'L Compliance Letter with the Florida Building Code-, 2017 Edition, issued by Cast- 1, Compliance Letter with the Florida Building Code, 2017 Edition, issuedby, Cast- W Crete USA, Inc., dated 08108117, signed & sealed by Cra' Parrino, P. E. 19 Crete USA, Inc., dated 08108IJ 7, signed & sealed by Craig Parrina, P.E. C13 & EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2.- Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete US4 Inc., dated 06111120, signed & sealed by Craig Parfino, Ps CZ C) 1. Drawing No. FD4 6�2, 11fied "Precast and Presh-essted Lin, lel Details "tshee t I of > 0- 1, prepared by Craig Parrino, P. E., dated'March 24, 2003 and Drawing No. L T4612, titled "Qrst-Crete 4 ", 6 " & 12 " L intel Safe Load Tables ", sheets 1 0 < through 3 aft prepared by Craig Parrinp, P. E.,,dated March 24, 2003, ldrst revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., an January 22, 2019. Bi TESTS 0 1. None. C. CALCULATIONS 1, None, U) D. QUALITY ASSURANCE CU M L By Mami-Dade Comity Department ofRegulatory and -Economic Resources (RER). E. MATERIAI CERTIFICATIONS < 1. None 0— F F. OTHER 1. Article of Conversionfor a name change. LM LU Ogolwy A. Makar, PS., ryLS. CY Hehay A. Makar, P.R., KS. < Product Control Section Supervlwr Product Control Section Sqpervuor NOA No. 2"630.15 NOA No. 2M636.15 Expiration Date: 09/11=23 Expiration Date,. 0911IM23 < Approval Date: 08/20/2020 Approval Date: MO/2020 E-4 N - 5 SHEET NO. May 27, 2022 PA 1.4 IILIECO,tililiii TILLIT TESTING S ENGINEERING COMAANY _WATTTUt A- TXL1T,,M,,P.F. �� ".2t PRODUCT EYAL-UATIQN REPQRT IMPORT NO.: -20-0?26.01 DATE' July 28, 2020 PRODUCT QATEGORYt -shutters PRODUCT SUH-GATEGORY� I starmpenels PRODUCT NAMEi 20 GA6E 4ALVANIZEDSTEEL STORM PANEL MANUFACTURER: Q1i Protection Products LL 4600 SN, jM Street Davie, Florlds33344 PUMIGSE,017 EVALUATIONIL This ia-p ProdLict Evolvation Report Issued by.111114111tor A. 'nil It, Jrj P.'E. (Systorn ID#19 , Qfl) to,the, j011oW Prd�teotlorl Produot.4, LLC, RUIe ChAlptlir No. 61 G2.0-3o Method I D of the Florida Department of Businesst and Professional Regulation. This product is being issued an Evaluation Report as described, herein, and has been verified for complianceLin accordanoswith the 20QO Seventh Edition of the Florida Bij! [ding Code, and to verify that the Product I for the purpose Intended , IS at least Golvily0leritto that required by the Code� This Product Evaluation Report shall be suk4ect to review and revision In ca(se of a Building Code change that maly affect Its limitations and conditions 2.. EVIDENCE SUBMITTED: 2.1-P"O UCTEVALUATION OC - 9.D - DraWingi No. 20-1176i t1fled'"20 GAGE GALVANIZED STEEL STORM PANEL", sheelis I thru 26 of.26 prepared by Tilieco, ft;; signed andzealed by Walter A. TfIlif,_J,r;, P�,E-; dated OM812'00� This drowing, Is an integral praff Eval�ation Report, N IYO. 44167 055 N.W. 36th.Strect.Suite 30; A*i, Flori&,13 166 - Pbood: TXON Huo= plo, w4unj� 2 22- IT-EAT-P-EPORTS; Large missile Impact and fatigue load tests, were performed under Protocols TA5 201, 203.as per section 11626 of the Florida Building Code. Unffbrrn statla loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc,, Reports ft 96-569 detted 080911996, #W6_70 dated 09118/1 gais, #96-T'30 dated'00120/1996, kill three signed and sealed by Hsctor�M� Medina, P.E., Fenestration Testing Labora Inc. re , , tory I , ports # 2012 doted 04116/1098 and 2,1�8 dated 101QW1408 witnessed by Gilbert Diamond, P-E. and Report No. U19.01-09, dated March 4, 2009, signed and sealed by Edmando Largaospada, P,E� and Henry Hattern, P.E. Tensile test report No� 9CM-1 97 by QG Mptalflurgical, Inc., dated March 13, 2000, signed and sealed by Frank Grate, P.E, 2.0-."r UCTURAJIL,15AIGINEERINGUAIAU19M On 20 Gage Galvanized Steel Storm PAnEllfor maximum pariallangth vs. design wind load, as wallas maXimum anchor spacing Vs. deeign Wind load and panel 'length based on rational and comparative analysis, end in accordance with Section 1616 of the Florida Building Cadis. Calculations prepared by Tilleco, Inc., dated 11/03/08 and 03112115, signed andsoated by Walter A.Tillft, Jr., P.E. 3. M[$31LE IMP -ACT RUISTANME Large m1salleftripact undersection 1020 of #is Florida Building Code; as per TAS201 Protocol, 4. WIND LOA RENSTANCL- ft 20 GAge Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length ShaJ1 boas Indicated an sheets 6,10,14,15. 16, 19, 25 and 26 o1`215 of Product Evaluation Document (F.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be a§, Indicated on sheets 8, 9, 10, 11, 14,16,17,18,10,20 28 and 26 of`213,.of Product Evaluation Documerrt:�P.E.D.), drawing No. 20470. 5ASTALLAUTION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23. 24 and,26of 26, of Product Evaluation Document (P.E.D,),dTawInj)No.!0-176. Minimum separation tog [ass shall be as Indicated on sheats 0, 14,16, 26 and 26of 26, of Product Evaluation Document (REM), drawing No, 20-176i 6. M&T-9RUAL CHARA_CTER18Tl0S.AWSYtQIFWAnQW- Shall be Strictly In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P. E. 0.), drswiling No.20-176. Anchor specificationssiholl be as Indicated on shasts 1, 7 and 21 of 26, of Product Evaluation Document (PE,Dt). drawlfig!N,01� 20-176, 7.�Llllill "A 0NSANQCQNMTj_0_I0QF_USlE-� 7.1. Shelf be strictly in compliancewith Gerieral.Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # I thru 41 land 11 thru 16, Indicated' on sheet 21 of 215 of Product,'Evalualion Document (P.E�D.), drawing I No, 2" TO prepared byTiltecoi Inc, and aligneollond sealed by, Walteirfil, TiIIit,,Jr,,. P.,E, 7.2. Product Maybe installed Within HIGH VELOCITY,_HURjRICANEZ0NiE8LaS defined on section 11820.2 of-ths Florida Building CodeL 7.3. Prooluictshell only be Inafajilied Into pour9d ooncrete,concrate, block,. Ancl wood fram&-structures. Product, JEvoloation Report prepared by Walter A. Tillit, Jr., P. E. (Florida License NO 441 07)� President of Titteco, Jam (Floii CA-0007,10), 0, S t tTATEOF .4,A: 2 w"LL ,,, TILTECO ANMoN RIEcORDS %1P. E. Ftafiblu_20 I GLOBAL PROTP-cTioN F_Rbrlultrs, LLC ZoGlAaF GALVANIZED $TEE1 sToRM FIANELt DXWIS 92X-'TTS.`, REPWIT'#20-0720M / ME-4 ,'-T'l zL TILLIT'T19TINIG A ENGINEERING CaMl WALTE". nLag, RL, P.& PROMICT EXAL"1110—N REPORT 4417 FL(�A.Li31�5,japjq REPORT NO., 20-0717,04 DATE: July 27,2020 PRODUCT CATEGORY. Shutters PRODUCT SUR-tATEGOITY. Storm Panels PRODUCT NAII 24 GA6E GALVANIZED STEEL STORM PANEL MANUFACTURER: Global PratA0UonFnUha;L%= 4800 S.W.,61 Street Davis, Florida 33314 I -PURPOSE OF, fXAMIJON.I. product Evaluation RepoltIssuod byWattef A. n1lit, Jr.,'P.E, (System I'D * 1000) to the GloblEd Protaidtion Ptro4u0i, LLO, Rule Citapior No, 64620-3, Method 1D of the Florida, Department of Business and Profosistonal Regulation. This� pmdqqt l8rbeltigissued an Evaluation Report as described herain,, and has been verified for compliance in accordance with the 2020 Ssv�onlh Edition of the Florida Building Code, And to.verify thqt, the product Is for the purpose Intended Atleast equivalent to that required by the Code, Th1:s�,Pr,pdPct lEvoluation Report shall be subjed to review and revision In me of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SILISM1717TED, ,, P. I-,, 055 N.W� Uf[tStreet, 911ite 305,:WatL Florida 331,50 - Phone:(305) 87 67 - I A. 2.ZI TESTREPORM Large missile impact load tests wers, performed under SSTD 12-99 standard as pet section 1609.1.2ofthe Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of Soutt Florida, Report # 0814MI-D! dated 03111(02 witnessed by William R. Mehrler, P.E�, Borz III P,,E, and Henry Hatt0m, 0, E, and iftepott, No. 0219, 01 -09, �daied Fo brualry 25�,2609,sl(gned a nd .9 satod by Ed m u ndo Largoospads, Pit, and Henry Hattibirn, PX. La rge mlsefto Impact and 6yol ic Iload Ings per Protocols TAS 201 & 203,os por Section 1809. 1.2 of the Florida Building Code, Test Report prepared by American Testling Lab of South Florida, Report No. 112��B,1-101 dated NoverriDer23, 2010, signed and Sealed by Julio E. Gonzalez, P.E. Tensile test to , port No. 9CM-1" I)yQC Mattillurgital, Inc., dated March 13.200�, s1grad'and Beeled by Frank,Grato, P.EjAs porASTM 8-8 onifTensIle Test as per QG Metallurgical Report No, 1 *M�l 318, dated December 1', 2010-signed And sealed byJbrryr Juviofano, P.E; as -per ASTM E-i 9.&STRUCTURA- F_NGINE9fflNQC"ULATIONS, On 24 Gage Galva , nized Stoof Storm Panel for maximum panel length vs. design wind load,.as Well as maximum anchors acing vs,. designWind load and panel length based on rotional -and comparative analysis, and in accordance with election 14.04 ofthe Florida Building Code, Calculallonsprepareld by TIltow, Inc., d4tod 1211660 And 0-80,113 �ibrt'hiaravlabn), signed and,"aled by Walter A. Tillif, Jr., F-E. 1-11111IMSILE IMPACT RESIUMCE, CIE,, Large missile impact under election IWO,1,2 of the Flonicts Building Code, as per SSTD 12-gq Standard and TAS 201. NO LQAQ&,P ,ESI$TANQ5, 24 Gags Galvanized Steel Storm Panal, has been verified,to. Sustain wind pressures, Maximum panel length shall be A's indicated, on ehoots$, 9, 101 11, 12 and 17 of la of -Product Evaluation Document (P.E. .),drawllnglllilo�20-175. Maximum Anchor Spacing shall be asindioated on shoe%5,19, 10, 11, 1$ thru 16 and 18 of 18, of Product Evaluation Document (P. E. D.), drawing No. 20-175. 24 Gage Galvanizied,$t9al Storm Panel has been veriffied for code compliance to work as a nori-porous storm shuriter assernbly, as par SSTQ 12-99 Standard. POATNa, 20-11111111,02 2 S. INST-ALLATJON: Installation shall be performed strictly in aomrdance with details indicated on shasts, 3 thru 8, 12 thru 18 of 1 8� of Prod Dot Evaluation Document(F.E. Q.), drawlima No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 19, 14, 15, 16 and 18 of'18, of P(oduct Eye] Liation Document (P.E,DQ, driming No. 20-175. 0,11ATE UAL CHARACT91RISTIGSAND SP=1IF1WQ Shall bestrictly in, aworclaricis with. General Notes abd Components IndicAted on shoot I -and 2 of 18, of Product Evaluation Document �P.E.D,), drawing No, Anchor specifical,tionsshall be as, Indicated on sheet I of 18,i of Product Eval"WIT-DOGLiment ("'00, drovi,409 No. 206*8, 7. 11MITATIO 71ONS,OF USE: 7i I - Shall be strictly In compilanco, with General Notes No. 1, 8 thru 14, Indicated on sheet fof 18 of Product Evaluation Document (P,E.D.), drawing Nq� 20-175 prepared by Tiltisco. Inc. and nod and sealed by Walter A. TIIIIt, Jr�, PE. 7.2. Product shall rnotbe tirtstalidd1wilthin HIGH VELOCITY HURRIOAN� ZONES As ideflriiod on section 11320,24 the Florida Building Code. 7.3- Product shall only be instalied into poured wricrote, concrete block, and wood frame Structures. Produot,EValuatich Repottprep4rod by W91terk Tfilit, Jr., PIE, (Florida Uconse No. 441,67� Prealt1oht, of Tifteco, Inc. (Florida CA-000$71,9)� Q) C/) —00 > 0 Q) (3) CL CDL 0 0 co -6-41 C-) (n (3) Q) =3 0 ca - co U) 0 C= L_ CL 0 CIO = 0 0— -4-0 Co U_ 14— 0 CIO > (n Cn — 0 a) (n E " CIO 0 r- CU 40-- Z Z W =I QQM-PONENTS EQR REGULAR A UEE SAEEIY n0_RM PANELS 8,3) IN CASE THAT PRECAST SIONE, OR PRIECAST CONCRETE PMELS. SRICOCI OR WCOD BOARDS BE FOUND ON THE (SCALE 1/2-l) 1/4, 2/4, 3/4. 4/4, 5/5. 7/5, CUSIM WAILL, ANCHORS SWAL BE LONG DIMON TO REACH DO MAIN STRIUM19E BENNO SUCH PAN" -jkIW/10. 2W/10, 3W/10, 4W/10, 6/5 PANEL SHOWN ON 11 STORM MTN THE ,nZ=EyALL1AX4r=hlEhTtFCD_) HAS BEEN VERIFIED, FOR COMPUARM IN ANCHORAGE SHAUL SE AS MENTMNED IN 9.1) AND IN &2). (TOM 5W/1 O� Still I & 7W/t I AOC4114ANCE ) OF a CODE (C) To MMING RM omm. OUM 2 - 2Z MINLk —12�soor (UrECTM Wo" __15AW (TOTAL DESIGN "NO LONDS SHALL 13E DETERMINED AS PER SECTION 4620 OF THE ASOW MENTiONED COM 1/4-0 TAPCON RIC11ORS, AS MANUFACTURED BY I.T.W. NLM. INC, Al —ANCHORS: FOR CIONCRIETE SEE SCHEDULE ON Ill 0 & 9 3: MIX- #14-10 PANELMAIETEM41LE 10 AND FANELMATE PLUS ANCHORS. AS MAINUFAMIRED In IEUDO CONSTRUCTION PRODUCTS T "L FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 1 AIN, FOR AN ItV JU M THESE A Be 7 LEM a C= A to AM 1-3po AS 1�4'0 LAD SCREAS PER ACO.S. FOR ==TY F 7- SHAUL S9NOREENHE MMW"A1S,D,) '0')o ?, sle WOOM BUSHM. AS DISTRIBUTED He ALL POINT SCREW, 19W A; SPAMWTY CO. OESWN PRESSURE, ANINNGS INDICATED 04 SHEETS 7 THRU 12, 14,15, 1 a, 19 At 2Q. ILOW 014, THICK 3501 51 STEEL IN ORDER Zr -16 4 _7� TO,A�&O. DESIGN YARD LOAQSBY MUUTPMINC� THEM BY Do IN ORM TO Pvt I AOM CONDITION, ULTIMAX OESSN WIND LOADSOETERMINED PER ASM I Aa _W3 T -T COMPAOr OCTION PRESSURE RATINGS INDICATED 00 SHEETS I TIM 37. 14, 10, 16� 19 A— W" i i I n, C I) I�Powrno" INTO WOW OF TAPOON AHCHIGAS SwAu, W t 11je AND 2- MR coo FANELM'm PW5 Ke cz, $HALL BE THESE W/ MAX, POW) to, "a HMMM,* C,2) =Mr;�MPV= OF LAD SCNIEN� WT TO THE V�D fj=M SKALI� BE I Z 2a W 0+ IN ORDER TO )`ERWY 740IT AACROM ON THIS PED AS WS WERE NOT 0" STRESSED. A JU INCIBEISE N AUVWABUF M STRESS FOR WIND LOWS WAS fia USED III THEIR AMALYSS, FASTENERS SA"G TO WOOD HAS BEEN DETMMNED IN BE CONSIDERED AS PART THREADED, PENETIVi C-4 ACCORDANCE WITH NUX& 101b. CA) NINIMMA EDDIE DISTANCE OF LAO SO, INTO Wool) 94-LL BE AS INDICATED IN THIS. ORAWING Aft, A 4&F LL_ " "" RM47MM HAS BEEN VERIAM IN ACCORDANCE WITH SECTION 1929 OF ------------------------- --------- -------- 9i /I M (= Mi"WA. I, ED T?"UM QUA= ENGINEERING & TESINIT WC, ROWdS SIT-569. 96-570 & 96-739 AND C.4) MINIMUM PENETRATION OF WOOD RUSHING SHAL, BE 51W, 1/4* 0-20 SCREWS USED SR&LL BE 1 1/2' LOW MINIMUM IS 1/1'� NO THREADED D TYP' OVAIL wonIm TYP`� FENESTRATION TESTING I.AS 1004, ASPORM #2032 & #ZIU . AS PROTOCOLS IAS-201, TAS-202 AND TAS-201, SHOULD SWCCO 035T� AND I' MINIMUM FOR WAL1.5 ON NO SWOOD, EDGE .350 W C141 Ch C= ro _-% - A �14 WALL ANCHORS SMALL THE MAN STFILICTURIE 8"D SUCH PAND.S, -75 ALLOY AM -TEMPEL (UNLESS OTHERWISE W t ALL ALUMINUM EXTRUSIONS TO BE 11063 NOTEO). SEE SHEET 2 ANCHORAGE SIWI BE AS ;,2) & CA) AS WELL AS AMERICAN TW LAS OF SOM FLORIDA REPORT AS PER us 202 AND 1AS M STANDARDS 1-5) IN ME 14AT PRECAST SIONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS K FOUND ON THE Extir"o, (1) STORM PASL END WORM PANEL 1, ALL ALUMINUM SOCS METAL USED AT CLOSURES SAI NAIX 1105414 AULCY. 0 (0) MCHORS SK41 1W INSTALLED I'MIOWIND ALL Of THE RMAIMIEMOMONS AND SPOWATIONS OF THE AHCNoWS MAWr=nlN&P 12V t/4*-M 14*0 - - - - - - - - - - - - -CE A AUL SM SHM NEW IINELS 944LL HAVE STRUCIVIVIL QLkM STEEL AM A-65J CRAOF 50 MINIMUNI. 0-6 &AG U- 'too" R, S". 6, PANELS MAYALS() BE INSTALLED HORIZURIALLY MLLOWING WSTALLATION DETAILS SHOWN ON SECTION I THROUGH in ('"M 4 W/ 4MMl CRIES BULTED PANELS w/ A#;20xl M GALVANIZED STEEL, DESIGNATION W/lrr� 58.5 Ini UNEMLTEDD ;4 SECTiol SIS S, ITLI * "I THROUGH 6) EXCEPT INAt WAGERS 0 SHALL NOT BE USED It a -V-;W6Wft Sm (SZE S 5z ALL SCREWS TO BE STAINLESS SUL 304 0 f Lo XCLE 9 TO C0 ARGUE a r JIB W SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. 17 SMALL BE THE RE"400LITY OF THE CONTRACTOR To W:F" THE SOUNDNESS OF Ilr at APP C3 DIN EOOIS W THE M*MTRE WERE SHUTTER is TO BE 00, 1 ` 11 .7 CU II(ISO ki YIELD STRENGTH AM 90 Will TENSILE ITTRIENUM 11, SHAUL COMPLY W/ FLORIDA INUKOW CODE ATTACHED TO INSURE PROPER ANCHOPAM I" SHVITIVI! SHALL. MY BE AITACHED TO CONCRETE BLOCK OR WOOD FRAME .100, .093* 0015 (SM SECTIONS AS APPI004) SECTION 24 BUILDINGS. 3.3 i M, '093�1 2. U vm' .930 SW 8 BOLTS To BE ASTM A -XI CAUMNotED STEEL 00 AM SDII $Or" SIAINLESS STEEL WnH X Wl MINUM VELD V _JTT� IS TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DUlbNO PERIODS OF HURRICANE WARNIK N IT2V (A) It THE tN$TkAAnON CONTANCTOR $S TO SMjCilVUK ALL SHITTIER CON T EWES W CH REMAIN IN DOW ------- CoMITHUDius yACT 114�# TAPOON ==NCTURED, By LT1*1 THE WWW M PREVENT "NO/RAIN INTRUSION. PoNru to WITH IMUNC VWV nrrA�, - It N, fc. PCL) ROUROW CORNM 0 ows of P LNELIS 4/4--SOUD-BET AWAIORS. AS IRSSIRIOUTTED BY ALL PONT SCREW, DOLT & SPECIALTY 00, $2. "M PANEL INSTMAMIN SPIALL COMPLY WITH SPEOS INDICATED IN THIS MAWITAC PLUS MY WILDING AM 20NINC REGULATIONS A lot S ANCHORS TO WALL SHALI, M * FOLLOWS- FIRCIADED elf THE ARISDICITON WERE PERMIT IS APPUED TO- i -t I ED TRIENWK 10 LACK REGULAR STORM FARM MTN LENUT145 CAN V-8 THROUGH 12'--e. AS PER SECIMIRS 15, S. 9 & 10 AND ALTEOWNEs aw, 21 L SW Ik I OW ON 94EM 4, S & 12 RESPECTNELY, SPAU. HAW A LWMZ AM READILY VISIBLE MARIONG INSTRUCTNG OWNER OR "Wi (win. re-3m P.W.4.) END UP W/ HEMMED ECOL #14-10 PANEIMIATE PDANt 0 At PANEILMAIE PLUS ANICHO". AS MANUFACTURED By ELCO CONSTRU"ON 0 h. HUM INULawn AN= (9 ANIGLIE MH STUa &W WfM 13 (4) THIS PROMICT VALUATION DOCUMENT (P-E-D-) PRVA;1D By THIS 04WEER IS GENERIC AND DOES NOT P"Cl (R-T-S) (MIN. f'-3= INFORMATION ROME STUD FOR A SITE SPECOIC PROJECT, 4. WHERE THE $in CONDITIONS DEIANTE FROM THE PXM 114 0 OF TAP-ORIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPOPAYMN lif-21600 111 1 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, 3. MEW 6/5 (W) CONTRACTOR TO BE RESPONSIBLE FOR THE SELWTM� PURCHASE AND INSTALLATION INCUMING UFE SAFETY OF THIS PRODUCT SEE W. IW/10, 2W/10, 3W/10, 4W/10, A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4% 2� FOR PN4EIMAIE FEW" 10 g�=S�64 PROVIDED %S=WI�ST�TTYHE CONDITIONS DETAILED ON THIS DOCUqoNT_ AM PAREIMTE, PLUS AND I - FOR OF 1APGWP ANCHORS, OR -f.-J 1,114 A 1/14 A Z74' 51111 6W/11 & 7W/11 AW EDGE -IW-41 , � 310' 11�4 AT SITE 42 r7_ _rF= An. J I I _jl2VA I I ... I ...... .... -ANCHORS: FOR CONC IE SEE SCHEDULE ON SHEETS 8 A, 2 u__ III — X# Wag &2) CALX-)N & SUM-M ANCHORS SR41LL BE EMBEDOW 7/9- INTO THE MUM CONCRM P40 EMBEDMENT IM It) THIS PRODUCT EYAWRON DOCUMENT FOUL BE CONSIDERED INV" F MOTXM� r - S STUD MWED TO FOR WOOO S9 Sictio" ON SHEM to I it STUCOO $RAILL. BE POWT07 1/4- 11 SCREWS USED SHAU, BE I 11r LORD MINA" SHOULD STUCCO EXISIT, .344 bw I �W. f, 1 � j wiiii 12 iir O'C' NO I* "IMLIM MR WALLS WITH NO SIUCCO, *0 MY BE HEADED SCREWS OR ALL T"RE (d) $in VVIC(FIC AOACTS 994 BE PREPAM BY A,nOMA REDIInEREP EWINEER OR ARCH i 11-Ir—i WITH WINE; W11%. Aw 1 AW &AMU ,AOEC SCam W/o 000. ITECT WHICH IMLL BECOME �11* I,,, -oiw I 60 !�WQ, = �t ,�Aj M-R I- oftlec, -0 W". mi BE REGMSTM " oti, WINDER or RECORD, A911INC AS A OEL&GAVO ENGINCER To THE SEMI I V's H= TOR A 3) IN CAM THAT "DOW SMNL PRIECAST COMAETE PANELS. PAVERS. S'rU=* OR WOW WOODS BE FOUND Ofi, lk� PA,O� ENGNEER, SKILt SUBMIT TO INS LATIER THE SITE SPECIFIC DAIWANGS #OR REMEN. EGULAR STORM PANELS MW WALL OR FLOOR, ANCHM SK4U. BE LONG MUGH TO REACH 7NE MAN STRUCTURE BMW SUCH Mwcroj�w t & Q ELEVAT19N PANW5 AWJ1OMOE $HALL BE AS WITIMED IN AJ) AND 84 A.2). (0) THIS P.E.O, Sk� OW THE DATE AND ORMINk SUL AND SIGNATURE OF THE PROFESSIONAL N_T.S� MAIM or IMVDNO THAT PREPARED IL L_ 2,000.—' (a) TO "MrING W&Elm ELOM WALL ASIM C-90, 7,0 ; �0' KEY HOLIE WASHEIL I/C W�. rAP 1/4' 0 TAPOON AMONORS AS MANUFACTURED BY I I. W. SUII.M, INC. 14. SHUTTER MAWFACTUREItS LASa SHlLL BE LOCATED ON A, REAKY MSSUE LOCATX* AT STORM M= ANGLE 3X_ TRACK (7) ELAT MATED Z67* PANEL SHVITER IN ACCORDANCE WON SECTION 1709,V.3 OF FLORRIA BUILDING, CODE ONE LIMEL 1/4- a 'A 71W MX-419 ANCHORS, AS MAWFACTUREC W DECALT INC_ (MIN. r-15OO p..I.) SKOLL BE PLACED FOR EVERY OPENING, LAFIEUW TO IWOPLY WITH SECTION t7099.2 OF THE Ili STUD 0,414. DARR -1 WHOLE VALM i/es X Ve SWO-Ser Almovilis. As WINIETILTEo W ALL POW SCREw, BUT & SPMALTY CO, FLORM SIOLDING, CODE (UN. F�1100 p,si.) 114-10 PANIELMAn FEMALE M AND PANELMATIE PLUS ANCHOR$ AS MANUFAMR05 BY EUCO CONStRuallo" jPPARTNO SHALL ONLY BE USED 10 Aw IV Low ODUCTS (AWN, 17-2071 il,w) V,010001ATP 4 THE STATE OF FLORIDA r-f OF TAP-GRP ANCHORS, AS MANUPA"M BY M-FASI CORPORATION A. SA) MINIMUM OAMMWr OF TWON AWHOFTS, EUCO, PAMUMIM AND CIF TAP-Cr RH* WILDING CODE t1figh Valootly "tw, COMO Zon No, 44167 ........ ITP *10HOR, city Nil Colut ZOIHA) one Zono) BLOCK UNft SHAU 13E 1 1/0� 1,17 -..1: Am womm IN, T 4- FLORIDA WILD046 CODE ("Ish Vill 14u �w FLORIDA BUILDING CODE fth Velocity Nil 20 "OE STEM STM PANEL mAN IT, of PAND. 0M TOM W_ X= TU= W. No. 4,167 Al 9-4 CAUI-IN * SUM -SET ANCHORS SHALL W EMBEDDED 7N INTO 749 CONCRETE ELOCK UNIT, NO 25-i t mB75 WING WT 20 OWE GALVAIMO MEL StORM PANEL 20 CAGE GALVARM STEEL STORM PANEI - #-20 SCREWS USED SHAUL BE I Ijr U)W, MINIM 4 4 r�57 Oil On WTO STUCCO S*a at PMMM- 1/4 441 STAT OF GLOBAL PROTEC1171011 SECTION A- LIN SHM13 oo 11 1. KEY 14OLE EXIST. A00 1* MINAll FOR W94S Wirw NO STUCCO, 11LIEZ 0 GU)Bi MTECTION PROD11,10M, U.C. 20-176 Dec. ATE W_ oullso-mw FXt tL�)NO-onir 4W *X of =w oRtt 044" ft on w &W 51 SUM UK 1014 00 3"1 20-t7fi oR ifT M c o 7 GLOBAL PMCtlOR PRODUCTs, U.C. 20-17S 9&4-. AT PANEL T, EVE C —0. PROD=. U.C. 4 (WO)SO�~ YSIFNIFOUR, 0bQs"_*& FAX 0"Pal PHOW PA MINI mAIPIRCIAAL re, V4 Snoo. OR maka PILF"21 Entep, 012P JUN n, i M 6. a�f "No PoUf0j 9a 3"Co, MOD, 9) AULOW BUILD OUT 11110=82 U-9 WV. 14 F-D. - EDGE DISTANCE (SM SCME.OULE ON SOEM 8 a 9) NOTE MR COMBINATION OF SECMM; TOP AL 9000M MOUNTINGS CAN BE COMBINED JN ANY WAY To SUIT ANY INStALLATION, commm ANCHORS ""I, MIRUILE.Jo." -I) orn CONCIORE ANCHORS WALL 9%_" (P.M.) NEW I' WIDE A WFAS . TWA ALUM, Tua 0* A** 1`1 WOW PLATE SPAM i F-ii DaAIL EQR �M= REQUIRED AT nE DGM11 MA2M_AQAfi= TO SD&QDZWM OR BANDS -0 9W WISM MW FM WMA110NIN POW MIME TRUCTURES5 Qa= a= 9R MW EM NNUAL LH IM AND EZ HAW SIM PAL SM T;W Me 8 (PLAN) Be" 3/1w- A yz!, aw 6�&,M CASE G,jftM 3 is EM DWANDE ;EE SCHEDULE ON -0-0 SHEM a & a) It CaMIKU110 DF 215,0=1 MTTOM MOUNTINOS CAN BE D IN ANY WAY TO SWT ANY TIOX I 14t L r* - 1� a 44167 t 1 om To= W_ A. 20 CAGE 4ALVANM STM STORM PANEL rp, MOM of. GLOBAL MMCTION PMMS. 4W 1011. 34 STME Awl FL. 313t P"29- (9willall W* 4(w)s"-Ww /Wool, wl 20-176 O"Wwo ft I— �, - . . I - I - ow A OF" INMUATION DETAILS FOR REQULAR PANEL53 & INTO EXISTING POURED CONCRETE QR CONCRETE 8LQQK ZTEUCTURES CONCRETE CONCRETE CoNCREM CONCRETE BLOCK OR CONCRETE III= OR CONCRETE BLOCK ACQUIRED REQUIRED ON SHM 0) 91 � E_ E 0 M"Id"W" 7- A, t or 11 J� Et17 1 _T/4'0-20.3/4' SS. IMLT W/ Yr - ONG HIT 12 /".O� CONCRETE AKtim AMC,= :0 LID (Sol: SCHEDULE ON SCj3QMULE ON 9) OR OR 4EQUARD 01290 ANQ xj MU= ANP W&L 111IMMIENG _ _6 MquitIrrima INWALLAIM SCALE 3/3-t- Lo. - EDGE DWANCE MM FOR COMEIMSION DE (SEE SCHEDULE ON 'TDP III BOTTOM MOUNTINGS=F SHEET 9) COMTEMED IN ANY WXY TO SUIT ANY *ZIALLAMON, _�w 4W 1 SKET 0:11M OR W"S� FOR Concom SFE SONMILE on S�w FOR WOOD SEE SECTIONS ON SKEET 12 Z.Or WK CWERLAP I WHUE WILL44 U. NUTS W/ �j MIT III, DM ONEW. j T- -T-1 I wa;l�L&Ill X MW Mft �11 Min. 'ANCIRDIM, FOR CONCRETE SEE SCHEDULE ON FOR WOOD SEE SECTIONS ON S"Erl 12 REGUM SIDN Etft4& a ELMTION 1/4- GAP 2.07- OAK DMILIP - i "I *aE WLLM 1/4� t Idg U) (3) C/) > 0 L_ 0_ OL U) CIO W _j CL j, "0 U L r :j, , - i ' '�.: ;� I 7- Ch L' '� � ' 1, , P k:� SHEET NO. SH 1.0 Pat= 11 4 ON 4 mm #IXWM WALL AND FLOOR MOUNTING INSTALLATION EOR SCHOPAX m SPLIT PANEU A"C'm 09 SmIm" ON io sm. Eire ALL Ell I ----- T_ MULL" -MAIAN A, Q AA1AI;"1._1a11_+_11 Eo� 0". W c i�N - I I A I<D �, , FALS SLW Bin= Ar a 6 1) vsUP 'TI-P-114 q-Fbz, M"11109 An"rhOM .. 3, A. Mm MULLION VAN (M) REQUIRED W. TUBE MULL10" - 2'. r I1W a, W-W To r-10. TO VAg FORpS�,hp()N PRESSURE PAINOT + Uft%-sh WEP-M&A Nor. m� zroam emas ON top OaAr OR BOTTOM OF OPENING W= =%A am= 'p'L 5 MAXIMUM A.&M Q=N ERFESSURE R&M (ps.L1 AND .011893PONDING MMIMUM PMEL LEMMI N`V_ SCHFAM hiffikin AWV 9M PAMRS('11I &I'M UWAIAIVIP& it 1*0 NIPTITMAM t rNRn 16 ON �UWM A A h Al '_*-(_1c7 I . WEIN -- rav &W DO ,!pe +50A _7" r-Ir ON tm w 04mm I INTO a a, 7 *35.5 _�MtL WI-V TO W. 2 3jr UND&TED I 1W 5 & 7 _?Z* W-e To 11�_r "`� 2 IjPr a _481) 12'--e OR LESS 3 IM 9 & 10 CAUD ONLY AS PER SECTIONS I WW 7� ON SHEETS 44 51 I arm ',EtD,N PRESSLIRE OF THEN EkPCw OF auxim P*Aw*E FOWL a PANELINVE To ON." qw TO TO!7I vOuNtarm, To WgRm or O/A IVA N/A IVA I M) 5, N/A N/A er dr 9* r I (WITOW) or NIA NA 0I N/A R/A I (Top) ir WA 414 NVA r o/A N/A w WA 2 OCITUMI -fBa* ,rlo r IVA WA W/A jr W4 VA, e KA j&4M 1�_r OR u3s OR uss Ir r r r It' WA 'WA VA, jr N/4 4� WA N/A r 51 W* N/A Or 51 Ir W, r r 4,6 7 0=04 WA VA 12 Ijr 6 1/4' t2 Ilr 6 ijfe a Ile 0 t/e It V4- 6 1/4� 5 (DOP/87110m) I W" am Owmm ARE ON IMS 50i�=DMJLL ft LOTS BM V#XCAIM ON MM ANWOK EPACNC By WATPLITNE SPACING 5110101 ON SCHEDULE W Im FOLLOWIND FACraft MR THE OPIDIATOW To BE POSTIMLL MOOED PACIFIC WIAIMOE OM FACTOR DOLL &W SIR LESS IN" MOW40 VACINC PROPAM IN MON 09MM TM At AVAM VC014% mosm Tm AKHOR WAOINIF 04 OA ONLY FOR Pmais(f)& RINswAiTows As PER mmms I INRu To. ON sHom 4, s a a) RAM" MAMM ANCHORS SPACING FOR = - 3 I/r - &LD1 DES" TAPUN CF ITAP-W CALK-40 PANWAW MAML 10 PANELAIATE PWS SOUD SET APPLICABLE To gemr$ f & MAxa" PAW RJOING TO CONORM CONCRETE BLOCK To CONCAWIX TO OONCRM Boxx 70 CONCRETE CIETE TO CONCRETE To 004mm at= TO CONCRETE TO CONCRETE am To TO CONCRETE BLOCK AN' COVINEWTION OF THEM umm v (o,) 9* NIA N/A N/A WA 1. N/A a, �I/A N/A N/A (10p) 1. e WA N/A Ir S* v v N/A NIA I I (BOTTOM) 11 N/A N/A N/A AVA 1. H/A fr N/A N/A KJA 2 00p) 6. WA W/A N/A S' N/A 5- N/A 5" W/A NIA NIA 2 (Wrrom) 61 *)A WA NIX v N/A a* N/A 1. N/A R/A N/A 4 At 4 (TOP) OR Lm 4' N/A N/A e- a- c 61 r NIA N/A 3 WTTOM) 6" N/A NIA NIA 1. N/A S, N/A N/A R/01 N/A 7 (TOP) 1. v N/A N/A 1. S" 1. N/A N/A 4 & 7 (BOTTOM) N/A WA 11 1/2' 6 1/4- 4 1/2' 6 1/4- 6 1/4' 6 I/e 6 1/4" 6 1/4- N/A N/A 5 CtOP/bOTTOM) +504, -53.3 N/A M/A -11 1/2' 6 I/V 12 1/2, 0 1/4' 6 1/*" 6 1/4' 6 1/4* a Ile N/A N/0, r, ow/wrom) �e-r To 111-21 +55.0. -72.0 W/A N/A 6 1/4' N/A 5 1/4' N/A S Ile 6 1/4' 6 1/4- 6 1/4� R/A N/A 0 CIOP/007TOM) W-W TO W-2' N/A N/A N/A N/A Wk N/A NIA N/A 6 1/*' 6 1/4, 6 114' a Ile III % To (TOP) +43,11-45.0 S" e N/A N/A NIA N/A N/A N/A fil 1. 6 1/4* 5 Ile a (Eanom) LESS OR LESS I. v N/A N/A N/A N/A N/A N/A I 8� I '. 1 6 1/4' 6 1/4' 9 (BOTTOM) 1X-e OR N/A I N/A I NIA N/A I N/A NIA N/A 1 8 I/A- 1 6 1/4- 6 1/4' 6 1:/:+j, IQ (90170m) SM VfWM 1% 11 A"T'I't 1% 5 FOR wow 0 0=1MAUZ: ARE IN Two I�w sc��t FOR Lm Moo "111=11=0 ROXICE ANCKOR SWINE BY MMIKWO SPAtW SHOINS ON SOMLE BY THE FWADW40 FACMIM FOR r,% OPWATION TO BE POSSIBLE. REDUCED SPAM 0611000) USING 1ACM *0LL Not or USE 0" "C104 INCITIM POR EAC" WNM WPE AT ANCHORS LIFINT& 490101 Tft PANCLANYE WL AOCIM VACK W 3 3 3 3 2,/2 3 Too,) -3 Imv*4 3 3 31/2 3.A 4 3,/2 AmmL ca mat aw"m 11 A�c 10 a ;_ iff *.To 1.40 1 AS - 1-fid I IT I- INSIA=QN QUAILS FOR REQU PANELS(I & dA INSTALLATIN DEIAILS E28 REGULAR PANELsa & a INSIALLABON DMILS FO REQU PANEU a A INTO EXISTIb1fa ,INTO EXISTING MOD STRUCTURES 19 WQGD MUCTURES WAQQ STRUGUIRES MLEMWWOU110 . ED T cm 11� co ZZ _=0 PMELMATE PW$ NINE /8' L" THRIA15W PENET160M DRUM W0010 SEAM EXISTINS HEI'm tamOi w000 I EXISITWO wow REAM a* IZI1 A EDT- k, cm m C_j OX r, Izio� i 11. to c: LA_ a A zAF*4jw CC x to 11 A 1� C= - T/Va )1 7 VII I r to ant'... kT W, W#SE WOOD MEADER z C4 wm HUM _0 fe3m� I WOOD WAM is -ILL Tax sar sm ZME ON 90"Em" ON SHM 6 ON a ON I MR FOR MA. sm"WR MR Mh 10 W"% VALL Mou" "It"ME 1w RNME 2W PANEL LENGTH --- ?ES I Max. PANEL LENM M PANEL LENM tj W MTALLATM SCALE 3/8-1- SCALE 3/a.1- IgN "T, (SEE "m 1) (SEE WIFE 1) "1 `E`I;4t I (SM NOTE 1) I sour- Ile I* Zzli ;Owffm. I r,- Age Mom T Q0_ I I I I � sm wmgmu OR SWEET a I I WE SCHEXPLE I W. - - L ON SWEET a OLA1,1L 9 vr� jum-m mu TO CLASS. BOX 5" mom 1w OF OF IV mo EO MW Um I/C - I* _0 go av ImmNa A Dmg mm*gIm WAU RM NOW0ING ALTERN&M AW INSTAUAWNS - &.jEft%nT_V to 41, k > EO 1/2- 1 (secTTEIN ATmv, is LIMITED, 10 +55,5-8?�Q MO, WJJZ 1/4* 1' ,f I 1'r O.r_ Asm, mIdN PetstuK PATINO) _J till, MEN Ea EQL Z 7-��j %WLE' 1/4' 1- SCAM 11r 1* 1,4 *00 WOE T-� J FOR ma LOOM UP TO 60 W 0`01=M -Ile _W "I "N� el 7 Z E4 /"1.F-- W&J. "0 I/WA /1 1/2' 1/0 OQ MR UDOW UP t-E-VIL 4 TZ 2�w WOOD 14-10 PANELMATE PLUS 21W we rw PLATE OR v+_10 pAmwour KUALE 0 OR REOUIRED PENETRATION AT PANDJAXTE PLUS 0 Sol/4' WITIVAM OF PLATE I= C. WFIN I AMU= ff o1c, W, 4 LAO SCREWS 11:� �=Mvlw= WOOD, ;mOR SOALE a/4.1- MID 71 X-FIr L O.C. STAODEft W/ AU_ ww"im, mv-e mm 2 C = IP, �IK2"", Alm AT OF PLATE pig= woupmNa PAR= 1""IAMN NOTE i SHUTTEIR TRACKE NOT SHOWN FOR "Am DIRECT WOW US INUAUMION DIRECT MOUNT INISTAILAWN sw ILIX&R, MktMggw �_Imlw smMm/8-1- SCZE am-1, SCALE 3/1W I' INSjAR§jjj!!-!m AAW 1, INSTAUATI F R NATIVES SIR 1 0 LY kolowthy4b SCALE.. 1/,V I- NOTES T BUILDINGS ALSID. N LOADS UP 70 +43A -48,0 p.s.f. AND WrIH A S'M FAWWS LENGTH UP TO 4' EW WOOD FRAW NSIMCIZN: WOOD MVASERS TO BE SOUTHERN 1. INSTALLATIONS AJRE ONLY VALO FOR BUILDINGS WITH A.S.O. DESIGN LOADS 2. FOR N ED 1, ITISTALLATONS ARE ONLY VALID FOR BUILDINGS WON &S.M DESIGN LOADS 0 +55,5, -724 tgtSTAN PAP�L GIMB UP TO 8'-B*, FLORIDA BUILDING 2!gh 10*1"Ify flu *on* Zone) -72.0 UP 70 W-W FLORIDA BUILW CODE (HIgh Velocity Nu Corte zone) BUIL Lip TID RL&TON �gAE UP 10 45E.5, 1 PINE 0, Z W1 SPECIFIC DENSITY OF 0,55 OR EOUAL �OA DINO CODE (Nigh VeloccItY NU one Zone) 2. FOR NEW WOOD FRAME ERS 10 BE SOUTHERN = -1p BERS M BE SOUTHERN cam Itum INC. T`I rp 02020, W= INC, FY. 2. FOR NEW WOOD FRAME am W.Tm. oc PINE No. 2, W/ SPECIM DWM OF 055 OR EQUAL No. 4167 PINE No. 2. w/ SPECIFIC DENSITY OF 0,65 OR EOUAL SM FOR r4MMMMW ORION or, 20 SAGE GALVANIZED STEEL STORIN PANEL NO. A 20 GAjX MVAMM STEEL STIORM PANEL 20 WE GAINANIZED STEEL STORM PAW OWN W.. S Wa/sw TOP & BOTTOM MOUNTINCS CAN BE TE PRODUem UZ ST Ur MUL PROTEMON PRODUCM LLC. PROTEaM PRM=. LLC gQr-m cm 5 Of OWBAL PNNCWN N= MONAnON X_SE�% We COMBINED IN ANY WAY TO SUIT ANY GW"L alkATIN ot Swam, 11LIEC0,14C. 4" $.*. st 11LIEC0.7 , _\ 4M tW, III SPW TWALIATION. "JAW III,= Amt. FL R%xj C. Ou 20-176 TOP & BOTTOM MOUNT043S CAN BE _ia 301, 2D-176 PROW 0114NM 034WO-WIT? 20-176 ORA" ft. "7 #%ONE.. COMBINED IN ANY WAY T5 SUIT ANY 70P BOTTOM M NTINGS CAN BE ANY WAY TO SUIT ANY IMF F-M.W.V% WA. W� i Co a am !�-1 INSTALLATION INMIION c- W -m > 0 (3) 0 CD o 2 cy) 0-2 0 L_ 0_ C= L_ -2 a) 3: 0 0 LL 0 - > cn -0 a) U) E (D 0 _Mo W C1 < f mto 4 z WILL MOMKQ I W" AND a= MOUNM SMN I SCAM- 318. - SECT= SCALE: 3/9' 11 hQ111-09-1a SAFM Imam EAWJ SYSMA IbdjhLL&m,. 1, WFE SAWY WbRM PAX& CAN BE LOCkIED AS AN 04D PANEL (FIRST OR LAST PANEL) OR AS AN= 1AHEL CAW PANEL UXATION IN BETWEEN, ". PA..S)� LIFE SAM PANELS WAY OR MAY NOT BE OWALUEO ADJACENT TO REGULAR PANELS W OR W/O REMAK TRACKS) 2. Wirt PANEL CONSISTS OFC.034' GALVANIZED STEEL SIORM PAN11- AS Put , SKEET 2 OF OWNG. 90. THIS ITSELF TO BE REMOVED OR MWALLED, FROM THE INSIDE OF STRUMRE� UFE SAFETY PM EGUM TOP TRACK TO BE COMPONENT W a BOTTOM TRACK TO BE W It THIS DRAWING. 00 A' I OR FLOOR MOUNTED MLLM14G SECT*NS I a COMP.= jr 2 ON THIS SHIM, AS WELL AS OUPAS I AT 2 ON SKEET 14, Al' A WTI, LOWN MR COMPONENT 4D IS W. Mm ANCHOR SPACING FOR COMPONENT VANCHORAJX AT WHOM 6 GIVEN ON SCHEDULES 2. SKEET 14, COMIACKNIT MAY BE PtRMANIENt 09 REMOVABLE. r .5 SM MALS FOR INSTALLATION WTO WOOD FRWC EILULDINGS ON SHEEF 15 6. SEE SHEET 4 MR DETAIL APPUQAB1E TO THE NECESSOY FOR THE WALLATION OF SPACERS AT TRACKS IWALLM ADJACENT AND BEYOND -TO grUCCO/WOOD BANDS, Elm "MI L*/4 V4, 21/4, 314 4/4 L*1. i & �W/115 L*1, & TW/15 A,=ET L AREA 1 ON, LWArM OF �FE (SM I'M Imim W/O M014M TRACKIS SAFETY PANEL __j (sm I B= OPTION #1 FOR WEE SAF STORM FANELU) 6: CIA ELEYMION W.4t: 313r-l- 0 oo-p .wm mas, SECTION 8-6 SC91 3/32--l- w 92; mr mu (Om (9 OR MkvAim AS&! Om" vom OF W-ONp 1 ck*-" 16 PRESSURE Z_ �. To 70 Omm I& TO CONWIC" X6 '0049"NOXIM OLOCK oll"In ft= 1. N/A A/A �/LIA t' ! WA - r IVA 0, +55.0. -72,0 0- 1. 9. gr 9, ::.-:± o- I (BOTOO r-v Do LESS; N/A N/A RIA v N/A 9' N/A 6' L NAk I & 2 (TOP) +M,D -72.0 TO r-r a- 7 t1r 9' 0* 1 (00rw 6- -";/A W. N7A I,- VA 6- xlk TO r-d 4--t.1 r ir 8, I 1 wm) MAXIMUM ASA OEM PRESSURE RATING f��.l ago A-P -7 1 0 & GET 0 OF TrIEW 2 (00110M) MV11 AMR 7-61, OR -Lms 4 1 2' i 4 Ile +49.2 -51.5 3- 1 +52.0 -wo 3- i e 2 (BOTTOM) -r-e OR =5 + -72.0 2 11Z 1 2 1/2' 4- 1 31/2 2 (B M) r--S' OR LESS 2 I/r 2 Ilr NjA WA 2 (SOITOW) +55,0 -72,01 N/A K/A 3. 35' 2 �!= �-r-v To W-e /_11 1____1 ALTERNA17 11-1 # NMI] Mki *q'ifft] Gum C - A wow SEE SM 15 FOR ANCHM TWE & TTPACW FM TIMIAULAMW INTO WOW FEAME VINLOM mm" ANCROR WACM AND ww"M 2=0=131 =4001A.Z. I'm SCRODULt e, Cam ZrONME=W04 m 10 at V_ 990m SPACING 4WAINEM, ==mw LJr,%O=vv*0um INDICATED MR PCH ANCHOR IM Ar ANCIEWI UVIND. 000 Tm PLUS w *am BMW S a 2 1/2 a" ow 3 .11-1 iA 4 AMW Eft UK wom INSIALLABON DEIAIU I LAS OCK" 0 all, *1 EM QUION i I EN WSTING WOOD WFE STRIXII) 5A, Y STORM S PANEL SMM 10 wow X J 4, ED ON to EQ tot owl", M&O", AUERNAVY9 I ALIERNMIA 2 1 IAr 14, TO r op. /74) 41) To QkA$S, 7 ED OR ED a- E C iL WOMD PLATE L 8, wa ALIERNATIVE 3 ALTERNATIVE -4 W** LAID Swan a Ir I fIr 1,14 e -C' OR 'j4::::rM2M`X MANX III OR ALTERNOVE W90D FRAME CONDITIONS ANCHOR LOCKION PAMUMTE PUS a 6, Ox.=/Lr_ Parm"m To ScAL& vr - v ;Lww ,�m NOTE. %Km MOO NET $NO" rm wwry WALL MOUNIING INSTALLATIO LIERNADYE I FLORIDA BUILDINO CODE (KIgh Valachy 14u COA6 Zone) E OEM %um INC. 20 GAGE GALVANrZED STEEL STORM PANEL )t4K DRINK 91, OF _S sk 1. AM ONLY VALID FOR BUILDINCIT rp.01 OEM LOAM up To +55S.-Y24 Pd AND PAWELS LENOTH UP TO %, R0 GLOUL PROTEMN PRODUMS, Uc. Or/u/sm my_- z fop New DO, &A mam 70 BE .mm '10gzr, No�E Pw N.. gc; ED �Ic AW�IEI.W 20-176 it tit RX: DMIN60"W - -,"- , ft, Ow CA-00MIS c- U) 0 L_ 0_ In LLJ z n 42�,l SHEET NO. SH 1.1 SEOON A -A SCkE 1114r.l. BR4Z4*U*1 UM! TY4 I! RE E;V ZIA 41 9A Z Eel 1; IM VAW-Tef; 1:4 11,11114 MAXIMUM A.S,D, htc& PANEL LENGTH MINIMUM SEPARATION PAJNFL DESIGN PRESSURE RATW Cp.s.C) L (it) (SEE SECTIONS) TO GLASS CONDITION +55�0, -72,0 V-8. 2 3/4- UNBOLTED INUALLnON DETAILS EUR OEMQN FOR Uft M= STORM EANEL SYSTEM ,INTO EXISTING WOOD HEWMRES V -T, OC orm W4'0 TAPCON 0 d' Ot, 4'0 TAP" a 6, D.C. 6* Ole, vi 11r NOR, T"Apm a" Aff WADER HEADER WADER WOOD KEA= -, " Id 1� 11 lox x pill., 1/4' 1/4' lye km T t ONT CD 3 1 00, _-uwmm TO, W46 V NICK, We PAM LOOM "Ba 'R, po IL PAWL (sm ME V NU - VOL 30104MOR LENOM W. lOwAxid" I 10 a" (SEE NOTE I BROR) X W010 Nu to q-7 OF P.Lgffmf �MIDRVTH �7 j 114*0-VV4-�S, M.S� W/ cm. cm, ED, NUT tv* N�p WT 1-7w= a 12W Ir OC, LA WASHER 11 12 1/2 CA. WAS */4-. TAPWN a V ax, 114** two ON 0 01 mr '0 jK-CQN1 a a' 0& JI srtb) P TON AT MOMNO W/I 11;r UK PLAIr u0mm PENETRATION; AT Waffin+ &Am, S:. �Ve WOW PLATE MAE OF PLATE OF RATE WOOD PLATE PLAN REOUIRED WAI I MQjINnKfi MILILAMION WALL MOUWMG DWA"'nON WALL AMIN Z&W ALTERNATWE 711RV MEWUNWAUVAN SQM.E s/r-1 0 LIFt SUM== PAN tmom, 0 LJf-E SI&FIETY LXANEL SCALE 3/8*�I- SCALE 3/8'-1" wALt FLORIDA BVILOING CODE (01ah Velocity go rm Zone) 1� INSTALLATION$ ARE ONLY W-10 FOR SULOOM WITH A.S.O. DESION LOADS up TO SSA -71LO IRV AM PAWLIS LENGTH UP TO lr-r %0-4 1157 TIV-1m. w- 20 CAM CALVAWZED STEEL STORM PANEL fp on. 2 FOR MEN WOOD FRNME WOOD MEMWAS 70 BE SOUTHERN PIKE NO. 2. W/ SPECIFIC DENSITY OF OM OR EOUAL GLDB& PRMCM MDUM Uz. /TILMECO ---- 4=lt SI.W 4VOWMILF10 CIPANY Zjo 20-176 j , m. PHOW-1 i"4"-75ft Fft "4)"ll-CM �,amoth- DROWN. L or n C-0-MEQNENTS EQR URIES 200Q A 1QQQ E-Z HANG STORM PANELS (SCALE 1/2-l') mm VL1 (EFFECM O.wr 4mL THICK HNMW-,*- Zor :LsBO* TYPI 1 Z2�4 .075r - --ym //1 O&VAMEED STEEL EDGE %%57 2Z -2w HEmmED ASM A�953 DRAW 50 MINIMUM 0-0 Qkv. MAIL i ------------- 4111UF ------------ L 2,470'--i .2 STORM PANEL -2,470'-- RUMSEQ !b* mu" P� S �Im UP R/ "DAM VOICE ow ISOMETRIC DEW DMIL ROUNDED CORNER 0 ENDS OF PANELS END UP W/ HEMMED EDOE- (NJ.S) -17 -1 r 125' owi-Ts Alum. AUOY lair A., L L .14167 1 ;; FLORIDA BUILDING CODE ifth Voloattz f"Jur no zomm)f 20 UGE GALVANIZED STM SWRM PANEL FA (2) 3%laidag.) AUN, ANGLE STOP BAR A Ow" GLOBAL PROTEMON PMUCM 11" LONG 6003-TS Aluln. ALLOY "Aw" *VW- 0114)11110,450, M. W.01410-11107 20-176 PA som a or 25 IN ION DEMINS Egg 0 R EE SAFETY MRM -PANEL SYSTEM INT-Q EXISTINq POURE 29M COMMU BLOCK SMUCTUftES ANCHORIS --.144' TAPOON ANCHORS I TAPM ANCHORS 4� TAPCOO ANCHORS R_ Ox. QC1 POURED OU)m AwLmm L OR cmm"I", BLOW Aewm MIN, AwAmm TU Aar. - NOT 140 &LAMM fig W NUT avow IL LIZ --J va w/ i" Vo- �Ams, .3 WING MIT BASWIN f- YANG HUT WASHER 0 12 1/2' OZ. ISFYONO) 11M 0 12- RHNST�W RASHER (KYOND) 3/32 TAPODN ANCHORS + T- ANCHORS TAPOM molim + a 4 1A, OZ, (OrAcam AV/ ww) . .--wREC 11wj I'D "I M TOR.-TIM -am 04 REM R .M. SzOOK TOCA-BLOCK ftEoum REOUIRE0 REQUIRED REQUIRM WAU MOUNTING NUMILOON WALL MM#I= INSTAUATION WALL HOUNIINri 0 OlKnNG WMIAM ILUFSTE IMMTY PANFL Be" W-I* SCALE 3X-1- SME 3/6,-1* SCALE 3je-t- m PM 14 A go FOR Numms Tym 00ACNIT ;=AUAT" HBO WW p, T14 SPACWS AND UNA" wx DWAW* Am ROOM ON Tm 'Puclov % WHIMULIC FOR zb� Van, Tem *WA" ON *Awl j - FLORIDA BUILDING CIDDE (fth Volmity Ou no zons) SCHEME MCM)d ANCHOR VAVW BY VIVUlftwo SPACING mm 09 s%w AK cavom "M %0- 415 WAN WIRAL W. FP. FOR 20 ONGE O&VANIZED STEEL STORM PAWL In THE FOULAN" fACTm 1'r momw sy, apawam TO a WACK DRUMM SHUL Mw RE ms IN" MINIMUM SAN0.10 INNOWD s - GLOBAL MUCIM PROMM, LLC. CAM MR EACH ANICHOR IM ON 7HS WWAL -mv =14 3'm ...... =.Tz fft 20-176 . 1124 J-14-1 MJ- ii" WSMUTLON-MAII-5-FOR 0"10".7,-7FOP,7:-��-W�STO!��9--PANEL-SYS-TM [IMOR ' MI 6UMV 7RA- "M ill'1407q X" MqUfMlila IMAWON if MURMUR PAN" SO" Vr�l' wli� 1. INSTALLAXIONS ARE OM.Y VAUD FOR BUILDINGS WITH AS 0. DESIGN UNADd UP 10 -72.0 PSF NO PANELS LENOIR up To V-r. 2. FOR NEW WOOD FRAME CONSTRIUCTIft WOOD MEMBERS TO BE SOURINERAI FIRE NO, 2. INI SPECIFIC DENSITY OF OM 02 EDUAL. 3. V/24p (M NME I OP." 60 v NIXON, 40 A *V w - - - -1 \ /,N 4 N /"r, ZSZ'S7 K 7"S Z-OWORW-0-0 sw 0). CC;� 2 HAND SDOW PANEL SYSTEM CWMW OF PANEL " 71RAWS T* it BOTTOM, ONWtTVQ 70 Wrr0Nt IRA" OTHERWISE A STOP SAR 12) (91SWIM6190416 T51 COF SUCrl PANELS, (3)� IF END PANEUL ARE CONNECTU fpYTw TRACK CONNii SmAuL CONSIST or I/A'0-20*3/* NILS. Us'- 412 VM4 HUT OR lZAVIA'I " TOJUSSM" MOR FIARGIM OF END PAWL (4). IN CAM XTENO RAMS ARE NOT CONMEECTED TO SCITTOM A 5W BAR Is Ly USED AT TC;a Al LEM TM KPOWLS SHAUL BE CON allRPM TRWK LONG SP= VID" ON NOTE (3) ASIMIL IN SUCH CAU, CONNECTION OF PANELS TO BOTTOM TRACK VAN OCCUR AT AM FV114EL UDCATM, Cr SEE SECTION 1. W & 4' ON SHEET 24, SEF ANCHM SCHEDULE ON SHEET 2S� -ilthl MICAL QQWQH FQJZ 118JES I E-z SCALE sor - I' t.. jiAlm , W-M) I , r""MM-111C I t/4- M- dO No V4- K- GAP-11 (�� SECTON 13-- NOTES: Smw-V (1). DEFINITION a SEBIPS JOQQ: t - Z HAND STORM PANEL SYSTEM CONSISTING- OF PANEL + (r" TRACIRS AT FOR, S�l tonc AT BOTTO. W/ PAN&2;2�LwATI: PLUS OR i §"�L Af�q- -Sk 0OHNECI EX10910 - WAU. BY UEMS Of - VTO - =%OR 14V (%N3 If U. NOMIMbRIE'llf Oft TAPJ`M'Q)(bdPI AS ON 0g, (3), FOR CASES WHEN END PANELS ARE USE JOINTLY W/ IS- LONG At $HALL BE PROVIDED AT TOP (4). FOR SOME INTERICIR PANELS ARE OMEMY _" M FANW, AND INSTALLA110N DETAIL5 EQR OPTION 42 EOR LIFE SAEM STORM EMEL SYSTEM INTO EXISTING RURED CONCRU-E OR CONCRETE BLOCK STRUCTURES __Y4*�TAPCON ANCHORS TAPOON ANCHM OA POURED, OR C�ONKCRfti 7 ""MU" ItEDI'm F-C 1�4' REQUIRED E.O.0 . . . . . . . . . . . . . Omt. -0 ME WORno a- rs LOA ECA 411", Z`N. V32* wm SHRN -- ---- RED CONCRETE -VCONCKTE BLOCK INLOCK REOUIRED RVOU"km WALL M011M IN;PILATM WALL MOWING I Qm K 0 IMM" 2 UUM&NEI. $WE 3/8*-1" AND"* Ift A RE BMW $%gn� FR&W RAM41L No, **m 3 3 No" ANCHM V%QNCS No MINIMUM 3 3 NOL FLORIDA BUILD1140 CODE (Hlgh� Volactly Hu a zonefl am onvm ARE WICATIZ, 09 INS; SCHOOL" fm W. LESS THAN INDIOVED, ON SCHEINJU: RIMUCE ANCIM 3 wml,TL%m INC, 20 GAGE GALVANIZED STEEL STORM PANEL f-F MLLTIPLYW WINCON; SHAMIR 00 SCHEDULE Amm Lim Win nimen; ORV" FTATE z Dow By, BY THE FOULINIVIC FACTORL FOR THS GLOBAL PROTECTM OPOW" 70 BE PUSSIBUL MOUCED I.- , $A- - OR PROMTS, :E =0in, sn`4000 Owww UW4 FACM& SHALL HOT LOU z C K LESS THIN MINIMUM SPACNIC IWOOVED :16il 1%re3ff I" PAM AMCIMT)W ON TOM 9090VUE -1 sim"Ok 3 Icr A'=-'QXrVm mom obom-ymli, mw 0"Awom PC $11014VOMRE/WE =; pm �-1 wowle; sw wwA k lug , , i�', SHUT It or *9 7 GENERAL WES- VALID IE-2 H" =Mi MLj4MU 1� E-Z HAND STORM PAWL SHD" ON THIS PRODUCT EVA4LIATION DOCUMENT IPFO.) HAS BEEN VERIFIED FOR COMPLIANCE IN at) MINIMUM EMINEDWAIT OF TAPCOM ANCHORS AND PANIELMAn FEMALE 10 & PAREIL"It PLUS INTO CORCRM ACCOROOKI WITH THE 2020 PUT EDITION) OF THE nxIMCN 13UILDING CODE. SILOCK SHALL BE 1 1/4`� DESIGN WHO LOAD$ SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOW MENTIONED CODE, R2) MINIMUM EMBEDMENT Or 1/4-0 X 7/0' CAUC-01 WA40FS VOLL BE 5 7/r KYO CONCRETE. FOR A BY 50"C"O" INWRE TH MERS UBE 1AILLIE0 A� NO EMBEDMENT INTO ANY nNISH MATERIAL SMALL BE PERMITTED. IM ,=RED )4�� D THE Nof FOR A Kd-OASIvallm 7-16 AND 1/4' 0-20 SS WMALK SOLIS USED $HALL BE UONO 90414(SHOULD ANY FINSIN 44TVW EXIST) To DESIGN PRESSURE RATINGR INDICATED ON SHEETS 1$* 215. ENGAGE 3/4' INTO ANCHORS. N ORDER TO VMFY THE ABOVE CONDITION, VUHMAIE DMG14 WIND LWJr. DETOWED PER ASCE 7-15 TO MULTIPLYING THEM BY 0,9 IN ORDER To &3) IN WE THAT PRECAST WONE� OR PRECAST CONGRfIEPANELS BE FOUND ON THE EXISTING WAU, S84L BE FIRST REDUCED t&D 6)0=V,�AY 10 COMPARE *I'M W/ MAk t RATINCS IND"10 ON SHEETS 26 & 26. ANCHOR$ SlIALL BE LONS, ENOUOH TO REACH THE VAIM STRUCTIJIME BEHIND SUCH SHA-L BE AS MENTIONED IN 9.1) AND IN 0.2). IN ORDER TO VEMFY -DVIT COMPONENTS AND ANCHORIS ON IRS P.ED. AS TIMM WERE NOT OVER STRMED, A 33X 114CREASE IN AULOINAKE SIMMS FOR RIND LOADS WAS NOT USED IHI THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS aElEH DETERMINED IN ACCORDINCE WITH 201& (C) ANCHORS SHALL BE INSIA10 FOLLOWING ALL OF THE RECOMMENDOMONS AND SPECIFICATIONS OF THE ANCHOPS STOW PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BMt VERIFIED IN ACCORDANCE MTH SECTION 1626 OF WANUFACTIL10t THE ABOK MENTIONED CODE AS PER FENESTRATION TESTINO LABMTORY. INC, POW 1 2032, AS PRWOOOLS'1AS-2al, It IT SMALL RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRLICTURE Vim SNUrTm ADYETTHE TAS-202 AND IAS-203- IS TO BE XHED To 04WK PROPER ANCIORACE, THIS SHUTTER $HALL ONLY it ATUICHEU TO CONCRETE, a= Z THIS SYSTEM WS SEEN DESIGNED, TO BE. INSTALLED ON, THE OUTSIDE OF THE WOUNG ACCMUNIO; IHE Opetwo FROM THE 199DE -THE USE, Or A LADDER OR LIFT IRM APPLICATION IS VAW *KV MSTAUATTON IS INTENDED TO BE PERFORMED 42, THE INSrALLATION COMPACTOR ALL SNUITIO COMPONENT CODES WHOH REMAIN IN OONTWuqUS JZ/Ol FROM t Nsw Or STRUCTURE, CONTACT WITH THE BUILDING N INITJRU"� VAUU( ANID BE& SHUY VWXS ALL AROUND FULL 3. SERIES 1000 OW&LATION IS APPLICABLE 70 SPIC-14 AND DOUBLE 14UNP STYLE WINDOWS WHFN INSTAUATION 15 REQUIRED FO BE LONOft PERFORMED FROM THE INSIDE Or SIRUMW. 11, SIM PANEL INSTALLATION SHOLL OMPLY WITH SPECS wirATED IN THIS DR4"4 mus ANY swuw AND zomma 4. SERIES; 2000 INSTAUA1100 6 APPLICABLE TO SINKII, AND DOUBLE Hugo AND I-IOMIZONTAL SLIDERS SME *Nam WHEN REGULATIONS PROVIDED BY THE "SOICtION WHERE PERMIT IS APPLIED TO. INSTALLATION IS MEIDUHMED TO BE PERFORM FROM THE INSIDE OF STRUCTURE it AM" WINDOWS AND COORS, M E - Z HAND STORM PP24EL SYSTEM- IS FWENF PENMft 5. ALL ALUMINUM WRIMONS TO BE W63-16 ALLOY AND TEMPER, (UNLESIS OTHERAMME NOTED) L, (a) THIS PRODUCT EMULATION DOCUMENT (P.F-D,) PREPARED Of I" ENGINEER IS CENEMC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PRUCT, J.N, VAM JK SITE CONDITIONS DESMIt FROM JHE p-U. ALL ALUMINUM *fW MAL USED AT CLOSURES SHAU WE 31 OS-"l 4 ALLOt, tbl CONTRACTOR TO BE RESPONSIBLE FOR THE StUrION. PURCHASE: AND 10SIALLATION INCLUDING LIFE SAM" OF 7. ALL STED. SHEET METAL PANETS SHALL HOt STRUCTURAL DUALITY SrEEL� ASTM A-453 OWE 50 Min., wVANm STEEL THIS PRODUCT BASED ON 1"S RLD� PRWM HL�SNM Dots Nor DEvyATE FwM THE CONDITIONS DETAILED ON 01MIGIONPON Wlr�- �" N41 (AFTER ROULED1. THIS DOCUMENT. CONSTAII SAFETY AT SITE kS'W CONTRACri RESPONMUM 0, ALL SCREINS TO K STAINLESS STEEL 304 DR 314 AISI SERIM OR CORROSION MESWANT COATED CARBON SIM AS PER DIN THIS PRODUCT EVAUATIONN DOCUMENT VALL BE CONSIDERED INVALID if MOUREC, 30318 W/ SO k4i YIELD STRENGTH AND 20 W, TENSILE STRE4GTH & SHAUL COMPLY W/ FLOMDA OUILDIND CODE SECTION 24112.14 lo� SITE SPECIF)C PROAM SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT VIHMN mul, 9. BOLTS TO BE ASM A-307 CALVANtZED STEEL OR AM 304 SENIES STAINLESS STEEL WITH 36 kill MINIMUM YnD STRENGTH. BECOME THE ENGINEER OF REXORD (E.O.R.) FOR THE PROW AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PX. D. DIGINEEIR OF MECORD� ACTING AS A DELEGATED ENGINEER TO IRE RLD. ENGINEER, SHALL 10. ANCHORS TO WALL SWIL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RVAIDV� M. (a) THIS PEM, SHAU BEAR THE DATE AND ORIGINAL, SrAL AND MONATILIME OF THE PROFESSIONAL ENCINEFA or V4:0 TAPCON ANCHO" AS MANUFACTURED BY I.TIN, BUILDEX. NC� (MIN. f-3102 P.Li.) RECORD THAT PMj'ARM fr. 1/� 0 K ij* U-AA-IN ANCHM. AS MANUFACTURED BY DMALT INC- fulhl� f0mAODO p,xQ 014- 10 PAROLMAYE FEMALE 10 & PANELWE PULIS ANCHOPS. AS IV ELCO em"m-noN wonpurs. STOMM PA4Vt MMUFACWRaft LAM $HALL BE LOPATED ON A READILY VISJKr LOCATION M STOMM PANEL IN AC40MMM " SECTION 1709.9,3 OF FICROA BUILDING 00015� ME LAM SKALL DC PLACED FOR VOERY OPENINC, W-41= P-0 LAREUNG TO COMPLY WITH SECTION 1709S.2 OF THE FI BUILDINO CODE. &I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONICAM SHAU BE 1 3/4' AND 2- FOR PMELMATE FEN" ID & PANEWTV OLUS. 0) MINIMUM EMSEDMENT OF Il*'o X 7/8'CALK-11,11 ANCHORS SHALL BE IS 1/5- INTO COWAM, NO EMBEDMENT INTO ANY FINISH MATERAL $14AU. BE PVWCED- 1/4!' 0-20 SS SMVAIL9 BOLTS USED SHALL. BE LONO FMOUO*SHOVUD ANY FINISH MATERIAL ExIS11, TO ENWE 3/e NUNN INTO ANCHORS. &3) IN CASE THAT PRECAST STONF- PRECAST` CONCRETE PANELS, OR PAVERS BE rOUND ON THE EXISTING WALL OR FLOM ANOH= SWL BE LOW MUCH TO REACH THE MAN STRUCTURE MIND SUCH PANELS. ANCHORAGE WILL SEAS WNhWO IN AA) AND tN XXI, NO, 44167 TAKON ANCHORS AS M"FACTURM BY Oj* BUILDEX INC� s --i FLORIDA BUILDING C2D�E (HIgh Velcally Hurricane 2ons) ;/4",.* IN X 1/8' CALK -IN ANCHOR% AS MANUFACTURED BY DEINALT INC. (rn-ISW pxl.) f am wm. m fy. 14-10 PANEVIVITE FEMALE 0 M40 PANE1VATf PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCIION 20 GAGE GALVANIZED STEEL STORW PANEL am" PRODUCTS (I'm-2071 p.:..) `p1w f GWBAL PROTEMOK Mom U.C. IL ECOiNg I� ZL-3BHHN M- Na"Ooloo,"g, 20-176 19 ONICRIX Mom INSIAUATION IVAM FOR SERIES EANEL INTO POURED. pa-w 200 AND 1000 E-Z CONCRETE OR CONCRErE HMG STORM RWCK "a $Pon= OR 0% ma. SIONVINUM, Arri` ME 14 e� 7�1 5 4 zw, NO wjr 7 5 rmfl4p 5 ln", R Six 4, Sm SCI*Dm SE SCH ON 214313 25 4/4 UK m MASS. To Cum. TO 014C," OARY 04" if poulm CONDOM -07 6 c'm d amsm a - EMS Nam I Ra" m*w3w WALL AND WIM IMIMING an ON sw 20 6 a W .. I V 11111Lb SCALE 318.1- S, 4 wm"M SM S-W!VICKINAIS RBXMMMn FDA ka OF Ir - Owl U!"J" low In BA YIN ON SAW 3m 0 a WITUM MOURTINCIS CAN K (w wr ANY To 44t 7 FLORIDA BUILDING CODE fth Ysl!!U Hurricane Zone) 1 [ SIAT I a INK120 Tmm W. STATE OF OF 20 UGE GALVANaD STEEL STORM PANEL *NON F 2= 1 SCAM. 11r - 1* vzw 9 IILIECO.111117 GLOBAL P110MCM PRODUM, U.C. 4=V. 31 1011107 H~ F4, =I- 4-mbr& 'Mw"0'044' malt, (W)M-7&4k m 024)6011-"? DRUNK (Wit C- U) -00 > c- 16- (1) q) 16- 0- CD- = 0 -0 0 = Cd 0 (n -t� Q) 0 -cc -0 - U) -0 = 0 = L0- = C 0 (3) M 0 0 -r-; Co E: ,- 0 CU > U) U) E 2 C- C= 00 C3 a mi 00, CL) V- C= C.;, �z Cm >< cz; m CL, w ay 2 2 LU z a_ -F--& (D (1) C- U) CIO 0 0 L- 0- a) U) SHEET NO. SH 1.2 .9111;V2222 m-, 10AXIMLIM ASM. "" -. OrTION m. ARMT, S.-mm (S.W To' OR UESS 2 q/Ir COVER - .s". _15,3 79' OR LESS 2 7/19- AMIED . v ft 4"W C�S.& kU- & WWOkW AT OVEMAP & 4OX OF P94M LEVOIN PAWL AMMON `ACM FOR r MA" AH'"Oft & 112" � 0 =1 MIT omermuw r POP) MIARIAN RAPID. WORK v V.) PO 0411r� UPOONG GALK-IN PANEUMARE put" 10 PLUS To To "Ourm TO wmwm TO - OONCOCTE mom N/A 12, - I:e N/A 12' To. 31 v 1. 4* 2WMO 12' 3. Ir r IS. 1. Is" I, mo �) 1,X GOLD, -76's N/A NIA N/A NIA RJA A^ 12 I"'r it' r (stwom) 70, OR LESS N/A 5 1/2- N?A 4 1/2' N/A 4 llr N/A 3' (TOP) 12, N/A 11. N/A 0 1/2' N/A 9 llr NIA 3' (BOTTOM) 12' N/A 12' 0' Ir 111 1/2' W It- 12- * Lium To mo pa. A-sm DES" Poustled: PATINa, A SM SoW 26, FOR AICH" Illt & VACHO MR IWALATP41S ORR IMAto MAW OVAJ*4 MINIMUM ANCHOR SPAMIGIS AM MINIMUM EDGE DREGNIM ARE INGICITED ON THIS SCHEDULE MR ED. LESS THAN ]INDICATED ON SM" REDUCE ANCHOR SPACM By "TIFILTAS VACM SHOMM ON SCHEDULE W THE ADUAWOO FACTOMS FOR THIS OPERAVOIR TO BE POORr ROX16101) $KIM OVANED USING FACM SWI MIRMAIN SPAM M)rATW MR EACH ANCHOR TYPE AT min= TOT 1/4, 0 h a PLUS 0. AWHOR VACING (I.) j 3 jqej"jp-6�16" mo I O's MNJ 10-mMe, ;;A 3 1 3112 1 3 MA 4- 1 OM& EA RICK MMIM thGm _IJA IOU F,1111� + Otiomm uIv,, Derlmm OETNECM mommo AND (1) 70 OC- 1/2' + + IWOURIES Me ANCE BETWEEN BOTTOM OF PANEL No Q TO;IEfIt/tr vu-il COMPONEM FOR REOULAR, UE9 SAMY A E-Z HANG STORM PANEL Sm (SO" 112-11 (Talk F_ T -IQ F Ix, 4 0424' MAL YNO GALVAllm stm .37 mar 0 6 y/4' OR To, it vIr ox, IQ- ow4umm) I EDGE ASTM A03 rYP. ORAM 60 &*" C-60 GAVX KEM 2w EDGE L-DETIUL A Air ---------- J7.5' ..35W CD JMRM EMEL - DETAIL A PANELS SHAUL at INSTALLED AMYS FROM LEFT To INKY W/ I/r LED AT 00 AT LEFT SIDE OF PAMM "140 HEMER OF* TRACK Ab&L MM W/ RDINED EDGE to,W Am, i *,27W TOP EWE 0.024, (wj OF PAW GANANIZED STEEL .3w- PANEL r 2,2,0. mm=lc xu ou" A im-W rT--- OR ROUNDED DRONER 0 ENDS OF PhoWs 4m" 'END UP W/ HEMMED EWE .375' 1 Aw 072 2.5 t W i E 'WE, 3 05-HIS4 ALUM Im"Orrom OF PANEL 2024' Sm SHOT a FOR ADvo4k UMITAIMS IF SLEEVE WORTH 6 1 J'. SUEVE 2 1/8 MM, LOGTH ONLY VAUD FOR OWALIATIONS NO wow STROCTIORCS. 'H* 50' �, Au REV, READU !U' HEWER =--A i SjjM6 MAL MIN, TO r M" MLJE 'J' .374' L---=Fj' 3.000Owl -TV ALLOY 410 -275 1 mKii le IINNIN TWK HANGER 'NVA" @ Lmilze- WIDE) (USC ONLY FOR E-Z HMO STOW PANEL SYSTEM) sm A, ALLOY If * z "ftRY NO. 44167 FLORIDA BUILDING CODE No" Riah ___Ily "u one Zone) IT "U I_ ' I cryp.) Deal . i s '. 1. OF "m TAMA m 24 GAGE GALVANIZED STEEL STORM PANEL _-zow- I Met RE 3 :7 GLOBAL mncm PROWCm mc. &W. 51 STOW Itm4)99-� inguil -OUT Ir (9 8UILO-Diff "FF*,DXK WMHEM WNGINUT mlt" " Ols=a rAX 20-175 (vatw 3 xiby) WATE I 4mm IM A.A. ZMGTH WOULE Ty 3) E.D. - MW 0151004CE NOTE FOR (SEE SCHEDULE ON TOP At BOTTOM MOUNTfNGS CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, 1. IIX - k- I- F, - DOTES 9 & to,) BUILA=oa MOUN71"a nLL MOMMG Imusl MOUNT WmAgm ffim W�p lwq�p 44157 1 1 I/TiL me-C I. o. - - \ 24 GAGE GALV&= STEEL STORM PANEL F�, Dom By, GLOUL PROTECT" PROMIICTS, UC. 08'UN."A r4 AMONE_- (w)u!,-7vA VAL, CM)N�M7 zo 0 1 s oRMAM0 N., INSULLOON-DUAU EQR SEHIES 2900 & 1990 E-Z MAL49 SIQ M PANEL .INTO EXISTIN -WOOD SIRUCIUM lk" LAG SGREWS 0 =* ON 2W wow t/4*0 LAC SOROS 0 111 at 01 TO W0,00 HEADER. AIVURRED SCREWS 0 ir GAL W/ 1,,2 'IM0,1HRISAITED El FLAT oft ON EDGE T"WAM PENETRATION C.L #14.1, SAM NEADER. To EXISTING WOW NORM J Q) �1 4TMS li'mx wm ov, " OF 0 lo sm" Y ME 11=210 TRUSS 101, TOREADED PENETRATION 0 a END OF M.S. "J=ILIA21 10 DRIDMID WOOD tw"R El DCMJL 1/2. It m -p Evm DETAIL I A, I9*AIu POP *0 C61* PAW SAA awl OF ava- 0 Ek to OF 10 DETAIL I NOTE IA i/A.0-mll M. SCRIM _SEpWTaN NG.4. Ir O'c a 1 TO OLASS. EVERY OVERLAP 2 I'v MITI - EVERY OVE" 117 GLASS, kf� SCREW / I To EVERY' Ov&AP n3ca a Ir GO. 2 Ve-; 7 ED KNOMM 1A Gal* .... A ;�va �19'*NW2'z AN/C41 1 4*r- 4v L e* OF 2"..* "m 1A TC g�LRTEQL DIT7 TC;R FLAT NOT 11'2� 11:!, SER WAUL MOUNTING -1/4-0 LAO SCAM 0 0- LAO WAM 0 6- ox, W/ W/ uh, rdmmom 14" IN EADED PONETRAMON OF PLATE WA ALTERNME 2'-)V wm 09 ON ED" SCALE ne 141." ZDARE" T SCALE 114"-l' to QE11 G MOUNTING ALMMAMVE I. INSEALIATTQMIS,�$MY VAUD MR BUILDINGS WITH A.S.D, Dom LOADS UP TO .65.0. AND PANELS LENGTH UP 105�-111* SE, El - 0 k, A, j14%j,,Ay Wsm"WI,,4v- `T, 21 folk Now 100� 11,11 MID - W PEj PINE uo� r". Ole= TO BE $ DA BUILDING CC no Zono) DE (Nab Velocity HIM No, 91, 161 cOm tosm W_ 20 GAGE GALVANIZED STEEL STORM PANEL T0 WAN W, S Of low OR 20M GLOBAL PROTECTION PROOUCTS, IM -OW SIA ITT lop 20-176 MAY toonom MOLOCTIMOS CAN BY COMBINED In ANY SUFT ANY "WFAUATION, A' -'err __IAMEAM 1-1-zl WANING Wkm A. A ran a OF a ra RE I7PTff0T-1r()]m MAXIMUM PANEL LENGTH *L+' OR *L-", (ft.) 9 PRMSMEL (P.W.I.) I+ v - co4wtm Ak wow OWALIATIOMS t AA L, 2116 lie-0. W-0* 2" Wms' JAD 101-0, me w-lo, to,-O, 4ao ?01-1, 11-1. 56.0 r-4- UD ago r_x 11-1. fto 7" 7,-r 7!:E0 r-r $,ul, 820 r-2" 61-71 SORT r-o' r_51 90.0 ovro' v*-e 0.0 1,. logo "210 9,2* Imo - uAd V-e tIVIF watimm QL 11411k OR D.M.O,( IN= ummilEct &I UMLLW96� MAX I MUM PANEL LENGTH -L+- OR -L-- (ft.) CONCRETE at wow INSINALLATIONS t L+ L- 20`0 1414* li'-O* le-10" Ift-O, Jag .Ase IOLw st,-q, 4aa 9114* e-x F,-Ar Ago 81-01 r-S, ISO OR& $so 1.,. 61-.3' ROD il-$" 6*-?' 9610 S'-fw I lw�v . 1010 fi,�J, 3,�. FIG.* J-Y I. 1415.0 �s A _N,� I llgm� ,_r MINIMUM SEPARATION TO GLASS SCHEDULE MAXIMUM "0 SPEED 19 170 TIRM 1044) SPEED > 170 mplh PANEL LIMON III') RISTRAI, 30 OR LESS 0 I/v �33 TO go 71/2- 7 t/21 L: �11010 145 1. 7 I/r 7 Ip- UNil MUM M4M MUM m 1/4, 3/4 4/5, �/5 & 6) 4 G.' 3W/7 & 4W4 ANCHORS (SEE SCHIEDULE ON. SHEETS 9, to &11) ___rr MA ------------- I'MIN z W*41 'Ek I'VERLA, 9 SECTIONS AS APPLICABLE) 14 3/4, 4/5, 5/5 6/5 1- MIN, Lop."/Zhi. 2W/6, 3W/7 & 4W/7 -ANCINVISMSOMAILEONSKMO, IDWI�-Z REGULAR 99RM EANEL In ELEMION /r M., GAP N.T.S. 7 Oft -1 WOE VALLEY), I, =IWXA-_A WT.S. (2) PROCEDURE I& WERIM04 MAXIMUM PANEL UEMOTHI WOOD An ILANTED TO - 4416 40m 11&=� W_ 24 GAGE GALVANIZED SOL STORM PANEL TE or 114LOW PROTECTION PRODUCTS, LLC.1 20-176 1 _M16[W10N QUAILS FO_R_�� INTO W099 SIRMURES wow AXWORS' m ME 04 ON SHEET 3) "12 klax, PANEL LENGTH 2 WOOD ANCHORS SCHM" SHEET We /4. SHEET 11) SPACER MAX. G UJI SPACER_ or LENGTH mix -4 WOOD WADER - I % f 21' ED REDOIRED to I I' MAX UDING ALUMINUR SPACERS a 12 1/2- O.C, (SEE Tma it ON SWETT 11.) MOIL SEE NOTE - BELOW FOR UNITADOWS FOR SIEPARATION v MAX, v MAX. I 11F LONG SLEM TO cuss, PANEL 11111011i PA14EL LEN71H (SM SCHEI"A (SEE SCHEMIE lmm SCHEDULE PANEL uATE "wa to PANEL mATrL am SWEY 3) ON slim 3) ON SHEET 3) OR PLUS (SEE SGKDULr ON SHT� Ill S& sous NIO I i -1 _j SWIMiA. FOR AWRIL ARATION EXIST" TO GLASS, 2W WORD CLASS PLATE REQUIRED SHEET 3) __01 W1 SPAM 61 ALTEMJ&= 2W - -6&k SCALE 3/8.1- I SEE wx 0 t2 1/2' ox., MA"Xf I)ON It FOR AX �o tjg�� rDMIS PANEL LENGTHS At OF INSTALLATION, r7 71 a 12 1/2- 0& L_ WOOD ANCHORS STAMORED W/ STUD, fSEE SCHEDULE ON SFAM Sh MW Ot 1 1/2' LONG M SHEET 11) (1) PFULLOO" Is U11011) 10 A ow Orm mxuom "M I L4) *162111- MAX MOW NOT A II9=TROM ANY Do r*e Wo 11 g:% �1$ PLATE RE WORD ANCHORS I' 4116,00"ATICH TO QLASS WOOD Oo 7 -smopmm w SIUD 00 IS MAY To 1/0 As REQUIRED INATIr Ile EL W:M SGNE SN� ATS 'C� ECOUE ON AS CON WE ON smin 11) MOW=M PAM $2 W 04 VAM MOM Do (1) WAM in OEM PREssuft RMIRK; is *K -as pj. 24 am Puls. Mom Is UKO 70 W AT ANY OPP" aamomm TRW VRM "m umm a== ON DO Veto STORM -an LOWN Is URT SHa7 li� MID, 11RECT' OWL OEM INDIGO (4) X�UONS ' 0 ON m =MM WALL I Im SPOM SA " OKY M YN.10 MR we zemoF STARRea AND 1. 2 AS= MY C-I"s THE =a cnit FUGAMM OF nr IN) OW&LATO *UD ONLY MR 00 saam WIDE 3 TOT NOW I now" I FLORIDA WILDING COVE (yon ±Ah Velocity Nu Itorm, Zone) 1. INSTALLATION A , RE ONLY VAL-10, FOR MAX. A.S�.D, NO� 44167 amoo TLAM INC. 24 GAGE GALVANIZED STEEL STORM PANEL DESIGN PRESSURE RATING (p.&I) AND PANEL LENGTHS On IT TOP BOTTOM HICIMMINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT MR Q?M/mm COMBINED IN AW WAY -TO SUIT ANY ALTERNATE 1W.) S,7$% STATE 0 CLOBAL PROTECtION PRODUCTS, LLC. INSTALLATION, �L 0 1 f7_jT_9 C 0 =iom, Am I.W. 5 STREET 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD =,= J* -, DIME FI_ 'Ar. "W', om 20-1175 MEMBERS TO BE SOUTHERN PIK No 2. W/ SMOG 01-412.-M ,,, )1100-11145. FIX, to")00-9w DENSITY OF 0�55 OR EQUAL CA-000019 __1 am"A"voma ft dom" =, , Fmq I I own 6 OF so MEM sm (C) IQ ESISTING MTHS A.OtD�=MEVAL"U4TUIONK-DOOC=UMOD9 (PED.) HAS BEEN VIEWED FOR COMPLIANCE IN ACCORDANCE .11.0EX, INC WITH INC EDITION) Of THE FILORDIA WILDING CODE THIS STORM P94M SHALL NOT K INSTALLED AT HIGH ANCHORS. AS MANUIACIUREO BY ELCO OONSIR"11011, PRODUCTS, VELOCITY ZONES (MMAI-DADIC / EIROWAAID COUNTWS)� LAC SCREWS Pm H.O.'s, zo DESIGN MAND LGAID5 SIALL BE DERMINED 4 FOR SECTION 1609 OF THE ASOM MENTICINIED ORE. FOR A BASIC WIND, Wo Il s/s' wow GUSHING, As osTilautmo Or ALL POINT SCREW, BOLT OF snmiry vu, SKM AS REDURGED BY THE JURTSGICRON WHERE STORM PAWIL WILL BE IWALLE% AND FOR A DIRECOOKILITY FACTOR 90-0.85, USINIR ASCE 7-15 AND SHALL NO CKCEED THE MAXIMUM IASM.) DESIGN PRESSURE RATINCIS WIDICATIED ON SHEETS C-1) MINIMUM THRIADED PENERIATIOk INTO WOOD OF TAPCON ANCHORS SHALL WE 1 112* AND V FOR CLOG PANELMATE PLUS 9 THRU 12 At 17, 18, AND FANELMALE FEMALE ID INE AGICYGE CONDITION, ULTIMATE DES" WIND WADS OFTERMINED PER ASCC 7- 16 SHALL BE FIRST THE WOOD FIR RIU41D TO ALSO, Of" PRESSURE WING BY MULTIPOINK THEM BY GAIN MCR TO OOMPARE 7W!W W/ MO, (kS,D,) C�2) &IMUM C%=R AW UNIT SHALL BE I I W,, NO THREADER ONMiNTO IN ORDER 10 VERIFY THAI ANCHORS ON IMS REV AS TEStEDWERE NOT OVER STOCSSEO, A 331 INCREASE IN ALIDAIABLE SITRESS FOR WINP LOADS WAS = USED IN THEIR AINkYSIS. FASTENERS SPACM TO WOOD HAS SEEN DETMEMINED IN 0�3) M#OWM ED= DISTANCE Or LAC SCREVAS. INTO WOOD SMI K AS INDICATED IN THIS DRAWING ACCORDANCE WITH WD.S. 2010, STORM PANEL'S ADEQUACY FOR UPACT AND WIND RESISTANCE HAS OEM VERIFIER IN ACCORDANCE WIN SECTION $509A.2 OF CA) MINIMUM PENETWION OF WOOD BUSHING S4Ai BE 5/15'. T/4' 0-20 SCREWS USED SHALL BE 1 1/2' UONG MINIMUM TIC ABOVE MENTIONED CODE AS PER AMER09 TEST LAS OF SOM FLORIDA REPORTS #41114ZI-Ol AND 00219.02-091 AS SHOULD STUCCO EXIST. AND I' MINIMUM FOR IWLI�S WITH K STUCCO. PM SSOD 1 2-90 At ASIV C 330-02 SIANDARDS, AND AMERICAN IPSON4 LAS SOWN FLORIDA REPORT PTI2141-10 AS PER IAS-201 AND TAS-M PROTOCOM AND AS PER C&CULATIONS PERFORM IN ACCOIRDAWC W/ 1WCRON 1604 OF THE t�.S) IN CAW THAT POEMAST 0 BE FOUND ON 14, CKSTINO WALL. ANCHORS SHALL MINPOUGSIA45TTO CROENACCRHSTEHCPMMAIMN-'Sr$RWUCCICUOREOASVWHOMM SOUWC4 PSANELS. FLOWD4 BUILDING CODE ANCHORAGE SHALL BE AS MENTIONED IN C. I)i C 2) A CAJ 2. ALL ALUMINUM EXTRUSIONS TO BE eow-m ALLOY AND TOAPM (UNLESS OTHERWISE NORD), SEE SHEET 2 (D) A14CHORS SHALL BE INSITALLED FOLIO" ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 4, ALL ALUMINUM SHEET METAL USED At MOSURCS SHALL HAVE 3105-111,F ALLOY 0 PAWIJS MAY ALSO K HORDICINTAXY FOLLOWING INSTALLATION MAILS SHOWN ON SECTION i THROUGH 6 (SHEETS 4 It. ALL STEEL SHEET METAL PAWLS SHALL HAVE STRI)MRAL QUALITY STEEL. ASTU A-653 GRAVE ISO MINIMUM, 0-60 CALVA602CO 11,01DUCH 6) EXCEPT TRAY HEAOCASQ &(D SNAI.L HOT RE USED. SIEEI. DESIGINSGON WIPY- 22,2 ft (MIER MAIM), 9. IT SHALL Or THE RESPONWILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCIUM INHERE SAMER IS TO BE ALL SCRF*S'rO OF STAINLESS STEEL 30A OFF $16 AISI SCOWS OR CORROSION RESISTANT COA7ED CARBON STEEL AS PER DN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACKED TO CONCIRM MOCK OR WOOD fRAME MILDINGS, Goal 0 W1 50 fmi 'AM STRENGTH AND 40 W TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 3A, 10, IACH REGULAR STOW PANEL. WIT4 LENGTHS OVER W, AS PER SECTIONS 1. 2. 4, 1, & AND ALTOTIMAr JW & 41W ON OWJ SHEETS 4, 5. 6 & 7 AWSPECTIMMY; SHALL HAVE A LEGIBLE AND 14EMLY VISIBLE WARNING INSTIALICONG OR T040m TO E. DOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 3114 SCOWS STAINLESS STEEL WITH 36 W MINIMUM YW STRENGTH. SECURE PANELS WITH APPLICABLE MCINFORMLIENT DUATING PERICICS OF NUARMANE WARNING 7. ANCHORS TO WALL SHALL BE AS FOLLOWS, 11. THE INSTALLATION CONTRACTOR IS TO SIAL/CAULK ALL SHUTTER COMPONENT CODES WKC14 REMAIN IN CONTINUOUS CONTACT WITH THE MkMG to me" Wm/RAm WINUSFOR. l/4-0 TAPOON ANCHORS AS MANUFACTURED BY I,T�W. OTTAUMX� INC, RAO) 12_ STOW PANEL PLY *IN SPECS INDICATED IN THIS DRAWAIC PLUS ANY GULPING MR ZONOM PECULAtENA PROVIDED By IS APPUER TC� 114* 0 . 7/8* CALK-40 ANCHORS, AS MANUFACTURED BY OCWALI WE THE s/4'O v 3/A" SOLIO-SEt ANCHOM. AS DISTRIBUTED BY ALI. PONT Stop,*, BOLT At SPECIALTY CO- (m.. V.-3m P.S.") 13, (6) THIS PRODUCT tMMIJARON DOCUMENT (F.".) PKIPMED BY THIS ENGINEER IS GENERIC AND ROES NOT PROVIDE INFORMATION #14-10 PANELMATE FEMAII 10 & PAWLMAXE PLUS ANCHORS, AS MANWACIVIRED BY CLCO CONStRUCTION PRODUCTS. FOR A SITE SPECIFIC POW= tt, WHERE THE SITE CONDITION* MWXE FORM THE RED 11-Vt ItAMAC NALIN ANCHORS, AS VAHLIFACTURED BY DIEWALT, INC� (b) CONTRACTOR TO BE RESPONSIBLE FORTHE SMELTON, PURCHASE AND INSTALLATION INCLURIM LIFE SAFETY Of THIS PRODUCT A 1) BASED ON THIS P.EZ. PROVIOW FW/SHE DOES HOT OEVOITE FORM IKE CONDEPOINIS OETAEO ON MIS DOCUMENT, MINIMUM EMBEDMENT 0 TAKON AN�ACRS INTO POURED CONCOM SHALL K 1 3/4; 2' FOR ELCO PANELMATE AND CONSTRUCTION SAPEFY At SITE 4 THE CONTRACOWS RESPONSIOUtY t 114- ZAIAK NAIUN ANCHOK (c) THIS PRODUCT EVALUATION DWAVENT WILL BE 001ftERM INNAUD IF MODIFIED A.2) CALK -IN SOILID-IIET RKNORS SHALL BE EMBEDDED 7/8' INTO THE POURED CONCRIETE 140 EMBEDMENT INTO SRJCCO SHALL BE PERMITTED. 11,V 4-20 SCREWS USED SHALL BE 1 1/2" LONG MftMUm SHOUW STUCCO EXIS!, (d) SITE SPEOM PROJECTS SHALL. BE PREPARED BY A FLORIDA RECISFERED 040MM OR ARCHITECT WHICH WALL BECOME THE AND I' MINIMUM FM WALLS WITH NO STUCCO, AND MAY' BE 14MO SCRM OR ALL THREADED SCREWS W/O HEIIA 04004EER OF RECONa (E-OA&V THE PROJECT AND WHO WILLOC RESPONS4014 FOR INE BUT WITH "No NUES PROPER USE OF THF P�E,D,, NECR Of ATCOM ACTING ASA TOTK P.E,D ENGINEMSKIIII, SUBMIT -M THIS WITIR THE SITE SPECIFIC DRAWINGS FOR FVMIEN� A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD WARM BE POUN EASTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENDLO, TO REACH THE MAIN STRUCTURE OEMNO SUCH PANELS (03 745 P.F 0. SHALL BEAR THE DATE AND OMC494L SEAL AND 51014ATURE OF THE PROFMIDIM ANCHOM40E SHALL BE AS MENTIONED IN ALI) AND IN A.2). ENGINEER OF RECOIRR TWAT PREPARED IT, (a) M-G= 14. 94UTMR MANUFACTUREWS LABEL SHALL. BE LOCATED ON A READILY VISIBLE LOCATION AT STORM OUL-axallk" PANEL SHVITCR IN ACCOROWE "IN SECTION 170,9.2 Of FLORIDA OLIFUMG CW_ DOW LABEL Ile* TAPCON ANCHORS AS MANUFACTURED BY 1. t k WLOEK� mc� SHALL ar pu LASCUNG 70 tompLir WITH SECTION t7OvS,3 OF THE, FOR om ORIEMM. I jr a x 7/0' CALK-Rr ANCHORS, AS MANUFACTURED BY DtIMILI. INC- CODE. 1/4-0 x AS DISTRIBUTED BY ALL POW SC!", GMT & SPECIALTY GO. bult, 114-10 PAM PANELMATIE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONS17RUICTION PIT IliV & IAMAC MAILIN ANCHORS, AS MANUFACTURED BY DEWALT, INC lk I_ k OA) NOWMW IENOIEDWENT DFL TAPCON ANCHORS, rJLC0 PAREILMATESAND ZkM44 NNUN ANCHOR. Iwo THE (14�,CEN FLORIDA BUILDING CODE q!n Nigh Voloveity It. Done Zan MCO( UNIT StWL or /A- Am 4mm MC fA. 8,2) MK-IN & SOLLD-SET ANCHORS SHOLL BE EUSEDGED 7/6' INTO THE CONCRETE BLOCK QW, NO m 24 GAGE GALVANIZED STEEL STIJAM PANEL %,44r7 STUCCO SHALL BE PERLMEM 1/4' 0-20 SCREWS USED SHALL BE I t/2- LONG E09 . uNEMUm SAOUILDft AND I' MINIMUM FOR WALLS WITH NO STUCCO. . ;: _�_ �\ GU)M PROTECTION PROOUCM, UX, =717� =so _ 09 WOOD SOAF% BE FMWN z 4WIV, III FIRM sla) IN WE THAI RRECAST STOW. OR -M Wf& EXISTINO WALL. ANCHORS SHALL BE I=" PN,' - 20-175 _% XPAIN-milwSTRUCTURF BEHIND SUCH sm WAOFIACE SHALL BE AS MENTIONED IN 8.1) AND IN ft _46;4 voug A,&j i,.. Iz 16 INTO POURED LIATION DETAIU FOR RM LAB PMEL CON N-CRETE BLOCK MUCTURES REQUIRES Rmuffm MOCK CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUGH I&I -4) CONCRETE ANCHORS --- (SEE SamOULE ON shm- EaSTING, POURED CONCRETE OR a CONCRETE: ma;�_ 41% REOVIEWID, mom -V a III, I/e ox� CONCRETE ANCHORS (SM SCHEDULE ON - SHEETS 9 TIK-10UGH 10 tot IT, BOLT. m 14 2m, "MIS Ex TWO ED- Ex (SEE SCHEDULE CLASS ON SHEET 3) PAM v.NCT" (SEE ON IM SCHEDULE I 'C' bkD1 110M, Mo., 1 T13 GLASS� PANEL LENGTH CONCREMAkCHORS (EWE prewou: ON ON SHEET 3) PAM& LENGTH (SEE SCHEDULE (SEE sommu ON SHEET 3) ON SHEET 3) (SEE SCHEWU 5FILLIze v I"Kuwm IuA OF IV DOM MAX 28.11 Sm OF V -1 _r HMO v owl^,= M�x rgy; E,p, I EA P_ T =p".8 12 I/V CLQ CONCRETE BLOCK WOUIRED, rS APPLICABLE) CONCRETE ANCHORS (SEE SCHEDULE ON—- RA, W/ tW ULY r LER ATM "OURED O"CRETC ALTERNITI CONCI-C I_g- EEXCRIFTE ANC"PRS RGD..E. .A:=- -7M ANCHORS COHERE .15 ARE USED REQUIRED, (sa SCHMULE ON (T=% To SHEETS 9 THROUGH to) vem 0 THRMM 'a) BUILD Ot MAKWO IMLL MOU] SL=lf SCALE 3A-l' WAII imNTING Z 01BEL Ir um FLORIDA BUILDING CODE Lftn Wgh W.ofty Hu no Zone) E.O. ENE DISTANCE (SEE SCHEDULE ON TCP & BOTTOM MOUNTINGS CAN BE 0,44167 % STATE 0 lLwm IKI 24 CAM GALVANIM ME1 STORM PANEL L Sco GIOUL PROTECTION PRODUM, UC. WAD S.W. 5 m ova ft. mO SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. OWL F"3w am "ONES 0")M-Mo "X (NU)M-am 20 -175 - M DIRMIM ft som 4 W,o J INSTALLADON DETAILS EOR REQULAR PANEL INTO WOOD ADOQUACY OF SAM TO BE COMM BY REGISTERED ENGINEER OR 7// ARCHWErr PRIOR To SHUTTER INSTALLATION. --rANCHORS ALTERNATE . SCHEDULE ON (SEE ==,- SHEET 11) sm 11) 1/4*; S's VA w all 1/2* rw &ABER I/v QUA INT WOOD AW Ilms 0 A IW W SCHEDULE dw- i2 SNECT 11) MITI, -0i T SCHEDULE ON SWEr 3) mlft� SWAW04 TO GLASS, (SEE SCHEDULE 09 SHEIET 3) 1 =FtI� V;� %* MAX. IF PANEL LENGTH %7 MW PANEL LENGTH (SEE SCHEDULE ON stim 3) (SEE SCHEDULE ON SHEET 3) Due OF 'L' OF WAX, q)� MAX' IZ 7/2 ELC� WAD DOLTS Or kxsl WOOD K REOUIRED 2oX4* WOOD WOOD ANCHORS OCCURRED ANCHORS SCHEDULE ON ON 3/4, Sim 11) MSIM) "E 2* MITI MIAr' Bill D-P OMJI!J"11�0 jtj I AMINEALTH01VOER lNumW 11 M W SCALE 3/8.1* ALIERHAWL-0 "twoulAq, All SCALE 3/8-1- ilk WJM OF SECTION & , NO. 44167 FLORIDA. BUILDING CODE Non miph Velocity mu cand Zone) 1. INSTALIA71ON ME ONLY VAUD FOR MAX. A.S.0- L TOP BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p�f) AND PANEL LENGTHS -a. luvo. m 24 GAGE GALVANIZED STEEL STORM PANEL COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 -p b... STATE OF CPA" ft I FOR NEV WOOD FRAME, CONSTRUCTION: WOOD U.C. 1711112m 11LIKE0,7 am, MEMBERS TO BE SOUTHERN P114E No 2, W/ SPECIFIC CLOW PROTECTKIN PROWM DENSITY OF D.SS OR EQUAL *11 - 0-4=v PROW- "VISL& 3ME (smIsme-sm 20-175 i - MN MUM" 0. IlL, I I - SAW 7 OF to FLOW, Q) > 0 C- 0 CL 0 0 0) CIO 40 0 -0 a) 4- (n -6--o (1) C:) 0 0 Cu -0 Cn 0 CU 0 0 m > (n U) E 0 CIO 0 F--- m co z z W mi 3 CD =.CL=L in C= Fig C, C= X2 C, tj C, 64 =3 U) CIO Lu 2 z z a_ C_ 0 L_ 0- 0- 0 U) SHEET NO. SH 1.31 I'll I kLL 'I, "".. A; L Ik]ILJI�ili�ilillilli I "I Ajklu,lm&�111411," Al"a IWIM A"Lik"WA, WMI kudi."WiNu LIA.61 v (D (3) U) —m (3) 0 > C- (D C) =3 0- 0 0_ 0 ENDI CLQURES D 4"TIL"N A PORED ONCREM. MAMMUM A410, 0=14 PRESSURE Ulf 0 (pluxf.) AND CORMSEDWHO MAXIMUM ANCHOR VACM MHOULE MAXIMUM A.S.Q. QF,219H ERMSURE RATING t s.f.) AND ORRESEQNDING MAXIMLN AHGHQR SPACINQ LOCK OR W90D SIBUOURES; YAU FOR REQULAR, LIFE MR REGULAR -UM PANEL MINSTAUAMS INM 998= & r&NCR[n BLOCK SMUMES MEM & E-Z H (VAUD ONLY FOR PANEL(DINSIALLATIONS AS PER SECTIONS I THRU S. ON SHEETS 4 & 5) ==LE EN VALM MORM WgLnj IMSTA REX-A-L - CRETE ILQQK SMUM= (3) C-) 4- U) _41, NALID ONLY FOR PANEL(I)INsTmu-nolls As Pm smoms I THRU 6, ON SHEETS 4 & 5) =3 U) MAY. A.S0, MM"IM ANCHORS SPACM FOR MIN &P. PM SCHWUUE BELOW APPLICABLE *A00" ANICHOREI SPACING FOR MIN F 0, PER SCHEDUIr itaxyll, -0 *"IN I All- 0 29? PAN. jEX, Noollmum AMONG" ""a MR ILID, PER SONEDULE a" APKM*WX MXX. A.S,0. MA"UM ANCHORS SPACING MR, W ED, PER SCHIEWLE mow DESIGN TO 4 -1 9= ANA-M Tmo APP I IN L99M pfreskmot 2AMC-NAILIN CAW-011, 3. DESIGN PANaWTE PANELMATE -,a = L_ 2*. 3' PRESSURE X RATING PRESS111RE CAW -IN PftESSURE TAPCO14 I SOJID-SIET Z49AAC-NAKM ONW-111 LENGTH 0 CD kbL & FMTING v = w;GE In To 10 it to To ;,;ft;TjE COMMINAPON to OF THEM RATING v RuTnINGS AWA III �401.1 41v W OF THEM To 3k to 3k 10 3k A. I tp�-,(-) TO TO To or ?"CIA "I To 0 LL c O&M WA. r POLIM DO Z4 min. 131 Ir 13 1 13, 13, 13, Ir TV �r 13' _jr 1 13, 13, Ir IV 13, Ir Ir TV I TV 3Z=3k to If C� 13. ; 1,3/4- 1 13, Ix Ir lrw DOD CONCA lli� t3l I ZW) _77- —le Ir is, Ti7i' 3 1/1 1/1 T 0 -4.- v 1. F7,11 13* ir tr ir ir 13, IV �lr Ir 13, Ir TV IS* 12, Ir to, I 00P) 1. r W jr 4 I/r I MP) Rlmumv Film & Ir It* Ir IV IV IV l3f Ir 12' 1:17 IV I Dranum) Ir Ir 13, 97 10, 1/2" IV r I (Borrow) 21W wow is, l3r, ly 13' w ir ir IV IF ir 13* to I�r 4 1/2- 2 MP) > FWAVIC ', — IV _0 E (3) 0 /V CAP Ir vr Ir ir Ak 1.3- w ��L 12: W il . i,= 11. ly 11- IN" ij- 13- 11- JJ7 Ij 13- T� 1. 3. 1,. 7- `13* IV Ir Ix 9 11F IQ vr TIP 5! 61/ IV Jv Ir Ir TV 137 IV tr Ir IE_ _2L LM_ Ir t3 IV TV Ir t3 Ir Ir IV 141 tl//a .1 (TOP) nT — — - — — I r 7' t r ir Ir 9 vjr W s lIr 10 IA- 1/2- IT (D 2 1,2 11,2' 8 1/4' 16 ile A (9011104) OR 12 CR V-d" U) 2. r x LCO Low- . — u) ZO r LESS T2 —1/2112 lIr 5 I/r 5 6 VV 4 114- 3 (80l OR - - 7e- ii-i7il'i-WW -= —T 1/4- a T74F 3 OR YAM _ �, 1 7 r , =pp) v 1. m LESS LESS !r Vol, SSC< L ALIAL MOLF OR r 117 1 - W I al 4 r 8! 4 (oorw r 1 0* 41/2- 4 71 y 4 v0p) r A` _i_ 04 1. 4 IC2 CT07 jr aeu. 3105- ISA. SAW POLRED CWCRM CQNMWW P r It" LYINN METAL ALIJKLIRD(f PLATE OR 1%41* wow FRAME _j r TV Ir tr I I Ir —13r- --Tzr— __TF_ ir =;r Lf �127 F(roPi I/F ir U) IV Ir Ir Ir It 113; vF 12, Ia* in' 4 Ir Ir Ir Ir OF to -At ir Ir TV Ir r TV Ir sii�m_v Ir Ir 1 -137- TV Sm 'a ALLOY 2- -y-u-s / 13, IT, 1V 13, TV IV 13, Ir 13* Ir 13, to* 5 (BOTTOM) 7` 13, Ir 13, 0 1/2* V I/r to 1/2. 7 1/v IV al 5 UIOTTOM) � x * 4' iloo, OLM - I r - COW ALM ANCLE —Ir -TV Ir Ir 13, is' Ir it ly o- a (nom Ir 51 101/21 is" 4 Z/v sy s �7F 7 11r 5, 1/4 _23 Ir , 13" Ir Ir _3* ir 13, ir 1 13, IF Ir IV IV Ir Ir TV TV Ir 13' It TITS (TOP) +45-45 - b 1/4' 6 Ile I-/wl a 1�14, -W -45 - !a 13 .144 0 Ifo a I e a joam-) OR : 6 To -IS - - 11(le 10 e.vw LESS 'r IV 77- _71A 5-14 13, 7--vr t 470p) -05 y� I/e IV S Itt I (top) 1_7_/- 4 �1/- jZ4 j�Z-� 6 1/4' 0 1/4' 4 (11071.0A) ros-414 04 soff-m ALLOY, 112w: lr� — 221� +501 __ 0/2 ir I:r — — -f -1 -72 TV (Borrom; r Ile ir Ir is' III- ir IF I- Ct A- AMU ?r 13* 9 1/2 r �1/1 to tyl F 13, 1 'Ir Ir 13- 1 is- to Ir to" it- I $I TV I' Im I (sorrom) 7 1�2 3 1/2 IT 4 1/2' 2 5a�T_ r Ir is, 7 lzr IV IV 13- 101/2, 13" to t/2 Ii Im a, I Ar I 'r I (BOTHIM) TV 5 vr ir Ir 1V 13^ v to* I llr Ir r t Isarrom) TV v Ir to lIr Ir 7' Ir 7' is, 13, 1 Ir 1 yr Ir a 112- 1/2!-Fg TP- Ir S lIr 2 CtOP) - 1V 1 1/2 10 1/2 7 Ir 7 I/r 13, Ir I IV III* Ir, 1/2 7 Im TV 13, Ir lo' I IV1__Io`_ -.It* IV 01/2 -2 POP) r Ir to 1/2' Ir .5 11rl 13 5 I/v 7 IlIr a 1/2' 13' ±112`2M TAI OAWa` 114 to to 4 1 13' IV IV IV IV tV A /2- IV k CAP IV "I. - III/ Ir pl- Rs, TV Ir 13" TV Ir 91/2 L/12 11 re to 1/2-11112' V le 7- 2 (WITOM) IV r 2 19"m PME A (PM CME 9 (PLM) ASE _C (ELAN) CASE D (F 1-Ir 2 (Borrow) '10 it' Ir 13, ,7 i (am —Tom) 9 T/2 10 IA 7 ir 13, TV to' ir to' w r I >V..W a- _�)W' 3 (190110M) Ir it] 11r TV 10 I/ril 1/7" a, IV 7. 1 ("P) 13, It 1/2e*1 TV t t/1' 10 'Ir 7 1/27 ir 6, JIM 31 1- ir IT ur 19 i/al is, TZ l/. 12 IL2 I Ile 6 1/4- 12 I/r 6 1/4� - 5 Il 6 114' 3 (BOTION) TO saki 1/4'.1, sckx 1/4'-1* SCAIX 1/41-11 - ITi/Ij-0i)4�18 1/4hi 1/2' —1/4- -=--- 6 i/4* 6 1/4- 3 TO - I dwe 12 1/2- 12- I)r - TO >V-r 13 1/2'1 1/2- 1/2� A 4--e 7 1/2' V r v r A- 4 1 17 /r 12 112, 15 t/C a I/V 12 I/r 6 11V 6 1/4' 3 (WrOM) To - I r I - 1 7 Il Tgk 57 61 er 3 11r 6 1/2 7 1/11, 3 1/2 Ir It' 7 1/2' 'r V 0 (IMP) 7- r a" 5 1/2- 7- 3 1/2- =71 - 4 (11101110M) r Al2: 7' Ir - '. r LI'S - or, Ir V U/v 10 1/f. 7 I/e 11. Ir 5 (Top) 13, la, lir 4e I r le a V �i_ —_ I kUrZ7 AX 3i' r IV in I/v Ir 6 lIr Ir IF ir � s- IV sr Id- 7 T/2- IV 61/2- j3- a it, - a Ile 6 it OR =CTORETEl 00 ARY i'llENALE MAND i (BOTTOM) a, — OR CLOD PANCILMAIE, —15. IV4o 1?14 11 IV 13, -Toi_ -1 7 1jr 13- Ir ir to lIr Ir 10 i1r 11 I/e a- 13, 7' Ir 7' IV 13, lr-7-11r —13- To A/rI7 1/2" —Z ON AW TAX ON 21.0 WWO =vllli� 17 Ijr1 5 'IV Ix + I/v a (TOO) 6 1/4" jll!�4 !.= Zo i ff; Ir to 1/2" t /2111 — 6 (TOP) 01/4* To 1/g, is- 7. (NN. PANEL "AIES FPAK MAPI!� f jo & ti) T11 1/4 A IDUTTv") "Ll & %WBEYOND botionm rlowr I WII "M " 11 to 2*, rimmit I 1� REQUIRED vu. But a par J1 A OR(D LOAD VAXNW pmn W sm sHM I I too AmM40" IYK k VA04 FOR #410,0004 Alto WOW "At VADMIL -01 b" = PROW * 41 - DESIGN[ umD Uum sm SHM I I MR 010101m T"t a gum MR, OVALLAT"A ROD voft mot atmoww A.&M DESIGN UENOTH PW ll PA=70 to I* THIS smWAIML MR CA 91 WILL (W" W Do "WM AMU" SmAlm Am wawm Em owma Aft Impok umwm MIUM VAMNW AND W" am mAm m WCATIO ON I" soetum To" Lu am PIAN MOD00 ON ISCHICKLE RENCE Allow SOUND By A&W!"14 SPAGOD W" a& 40 PSIF OR LESS 6'-w Lots Gm I;% FILM. 01511ANCIC ------- SDXUU xv III 1=011" IMOR& me im ~1011,10 K Possom Kam SWIND lelm ,Z=W" =,Bf MiJIMPLY010 v"m MY 40 M OR LESS 61-W auto" low tv� vWx w BE Lm a"" "W Down m P" No" m 1041MULE m or PODIUM Immucro VACIND am= > 40 PSF TO SO PSIF W-2- ow Ims sma" > 40 PSF 70 50 PSF 61-;r ammorm SsULL Act BE mm THAI ~M vmw 001mm to LAW mom rYPE < ui/ �4'1. — I I/r* 1/4�w - 0 T" 2 ------ - =4 1 114". 1 VIVO I oill"40MA" ANCHOR TYPE 50 PSpTD So PSF 51-to, _iLn- > 50 PSF TO $0 PSF 51-10" CASE G (ELAN) OFM mm-W, 1� mma-imm LAW-* JINKIM Tim 3 4 3 2 im 2 IA LENGTHS - will" ANCHOR SPAIM 00.) & �N VALI mmum ANMCA VACM qr4 3 2 lir 2 1/2 r $CALE 1/4'-1' 4 A MAX. FIANEL ARE D FOR INSTALLATIONS a MAY_ PANEL LEUGTHS nONA VAIJD FOR INWALLATIONS 'or: - - D.C. VALID FOR DIRECT MOUNT INSTALLATION ONLY & IE 3 SET W1 SOLID SET ANCHORS SPACER AT 12 1/2 PV *.--`�\DENj�:�,�?� CERTIFTIED PANIO, INMAULAIIOK AT WALIS W/ % % ! a I/V r 3 W1 SOLID ANCHORS SPACER AT 12 1/2" D.C. tjr 1 % *Oowo.) ;l I qr 3 I'W 3, =vs 3mr 4 moommm"a A --i pooms: J SURFACE LM VAAWTIONS WITHIN 3147 WE ler I pa W, 44167 Anum. 1111119 ammm "J FACM B FLMDA BUILDING CODE (Won High Velocity IHWU cans Zone) am FLORIDA BUILINNG, CODE L"on Mob Velocity Hur Done Zone) FLORIDA BUILDING CODE.LNon !fA Velocity H. cans zon*)I AF iig IW_ TO. ME E (P rAASE E (P 14 1. 5TATE OF 'a- M Z4 SME GALVANIZED STEEL STGRW PANEL 24 OW GALvANW STEEL STORY! PANEL o-44167 24 QAGE GALVANIZED STFEL SIM PANEL or. , I,, . ok" oll SCALE 1/4*-1' '4DAII01I, �, mr/p"Am 3 STATE a GLOBAL PROTECTION PRODUCTS, LLC. /TUE c -37. \GLOBAL PROTECTION PRODUCTS, UC. we -7 - Z GLOBAL PROTECTION PRODUCTS. > /TIMIECO�E..- ATE :_ - 4= $mi., MAIL M4 — q"-v ]GtIV 0. F41 6 S - 44 ST4*4 TE D A 20-175 X, 20-175 SPACINGS OPLY VAUD MR ". "-m � I 20-175 DESION WNDS WX 1 ,0, 0 =W.J.r4 US%,F,, rs Usm A e�', r.. Now �� 'OE P.E MAL/samoulwAlar Ok-obod? T I =m3— i Sol i art M.114-1 ;WRIF; SAW is Im a or to mum (SEE SECTIONS & ALTE111MIM ONSHMETIF 13. 14, 15 &16�— 1INSIALWIN QUAILS EOR LIEE SAEETY PANEL 31 MAX It-IA/13, R-2A,113, R-3A/K A-10/11 R`-20/13l R-38/14. mm. I' Not INIQ NUREQ.ONCRETE QR CONCRM BLOCK 11RUCIURES MAXIMUM A.S.D. DE51GN PRESSURE. WING (mf.) AND CORRE520NOINO MMIMUM ANCHOR SPA&ING *R-tAilf/lfi, R-20/15, 11-11AW/16. 111�1811!115l R-21IN/14, A-311ill i /ifl. ----------- 1/4-0 TAPOON, POURED 1/4-0 TAPCOR NG POURED 1/4*f TAPCON--.,-. 1/41v TAPOOR POURED ANM40R 0 V D.C. AA1XY v v _%W®R ANCHOR 0 9' ANCHOR 0 V D.C. CIE OR SCHED WC O'd. ULE FOR REGULAR MRM PANIEL 6) INSTALL&BONS JKTO W001a. SIRUCTURES CONCRETE mcox C 0 0 0 0 0 Ngr 09 SLOC9 COKRM BLOCK (VAUD ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATNES 1W THRU 4W, ON SKLtS 0 & 7) REQUIRED. REOUAW. C= —02 __7 I r - 4) It 1/4, i f I/V F_ I/t, MAX. ASO. MAXIMUM ANCHORS SPAGING FOR LIX -,AS SHOWN ON SHEETS 4 A 7 APPLICAKE mAx, AS�D. MAXIMUM ANCHORS SPACING FOR C.D. AS SHONN ON SWEEIS 6 7 TO MAX, MAX To DESIGN PANEL DESIGN M-1ER"ATMES LENGTH LENGTH PRESSURE PRESSURE ANY it r CO. RATING LAG SCREN PANEUAX pAw"m WOOD WSH" RINTING TAPCON LNG SCREW PARS.MATE PANE1,10AIC WOOD GISHM TAPOON L�2 6e ::11 LAJ FEMALE V FEMALE flD OF THEM 9`0`F 04" (TO OxI"$.S, BOLTS i C) _T_ - i FW PANEL, Wl i W" C= is, Ir te rem I V 13" TV _0 7- mm PAINCIL LENGTH Iv (FICTION) is' TV 13" N PAN C'lll Rm LAR STORM 0 6 lIr a Ile 6 I/r a I�x v a lIr 6 I/e 61/2- al/ *40A.;A0 /T TO .-r. - - Q NW P I�Z 1/4l CLASS IL C3- 2W (Witt.) W-Ir 09 1 - I I 0& ub ;;.irr G;� --------- A 3W TRIP) 0 +60.0. -344 pjhf GLASSS CID A LMS (W/O MCIOAP M PAKEL LENGTH BOLII, CA �m (BOTMOA) a, (9011" Loa- 00 7-,n k T' Im 2--r ON. pmu wom v MA, 0 v +446-45 IV 13* 4,111%(90110411 it M;oTH At ALL. MOLINTINIM II PANEL LENGTH 6" PANEL. LENGTH 4 4� l I - - I ir TV IV i - - 7 r IV is" 4W M) IV 04 R 13: Tf S.S. BOLIS W&I (SK ELEVATION (SEE awtioN (SEE CLEArl" (SEE EUEVA" 13, Ir lm, imp) . i crop) AT Ek OVIEFIA1.4- ON ON $HIM 12) IT Lm 13, 13' TW +73, -74� TV 5 1/4e. V MK ON SHICET 12) SKEET 12) ON El"m 12) 13* TV Ir is' 13, 13- 11v MOTION) .12 6 Il zw 4, 0 1/2' 6 ilr 6 1/2* 6 lIr 6 1/27 ITOPI a 1/2, it TO CLASS, Qu cr 6 1/4 6 I/e >W-O* to _4_ -10 4 7/2 61/2- L/2 i v 14 4- 51 71 r 7 j12 1 : .1 i 5--_ 5� 51/2- 3W "Fiall) 7r, (Borrow E, F E FOS 13, NOTCHES A. M. 0 EL "TT CORNIUM CD I ; 1-T SEE TABU 11 FOR IMAX� &3�0. MAX. PANEL LENGTHS WHEN SPACER IS PAN a Iir 1 a i/f at; 0 i E SEE TABLE #1 FOR MAX AS.D. DESIGN LOADS IMAX PANEL LENGTHS WHEN SPACER IS DESIGN LOAM & USED, CORRESPONDING ONLY M ALTUMTE ZY 00 SHEET 6 USED, CORRESPONDING MY TO AJFFft7E 2W ON SKEEr 6 FIX I EQ C2 ED -19 V WING OLIT AT I EXTEM ___YING NUT AT LEFT PAWL RWT PANEL y VALID FOR WIND Im 11 UK R-IA/13, R-2A/1,3, R-W14. Rl 4-30/14, -0 TWICON TAPOON 4"0 OPCON R-IAW/15i 114AIW/110, It-low/15. R20W/15. Rl /4 1/4'0 D.C. 1/4li TOWN i "D. OESM WAD "Wo "AMKL I HOR 0 0' O.C. 0 91 ox� ANCHOR V MC, LENM ISM SECTIONS & ALTERNAT&M ON SHEEN 13,14.15 1/4' MAX CAP ETMED CONCRETE OR CONCRETE OR CONCRETE 0 CONCRETE OR WEE MF I, REOUREt LEEzi� REQUIRED, --um"41if =11 RICOURED. REQUIRED, 40 PSF OR LESS Ell SIQRM PANEL (D ELEYATMI (t) > 40 PSF TO 50 PSF C-2- REGULAR SCALE 1/4�'-I' a LffiR&I"NEL 0 REGULAR PANW PANEL (W WRAP -1 IMIDUE VAULM STORM PANIEL I _101 STORM > 50 PSF TO ISO PSF --------- "MANY — -------------- WAL M011 THIM utmNns MAX. PANEL LENGTHS AM ONLY VAUD FOR INSTALLATIONS 1/4' . .... ;SULf 3/8;-: 1 W/ PANEL MATE fEWLE IlD OR PANEL UkTE PLUS gat AOJOM vw-,I�, ANCHORS & W/ " S%9011 SEE 34= 13 A to MR A"CHORS TYPE Ar,;,Pr SIAL=00AILLATOW vpcm High veloofft Hu oons Zone) WOMID No, 44167 FLORIDA BUILDINIO CODE Lori High Valoclt�y Icarls Zone) 49*0* Allow SpAoft 00 a BUILDING CODE (Most High Velocity HU LIFE suft, FLORI High VAIW come Zone) 01"AIM ANCHOR wo�qm AND Will" Come rimor mc ftDRIDA BUIUM0 CODJE L#on SMFEW PANEL t. f W= I"m pit SWE DWAKE on. lf� ON Im"pum" r;;_� W 3 W . w umm, m fil N 44167 24 CASE CALVA142% STEEL WIN PANEL 0 24 UM GALVANIZED STEEL STORM PANEL SCHEDULE. I'm 7HAN 'XIED �fj 24 CAGE GALVANIZED STEEL STORW PANEL RID DAM W, ON SCHM= REDIJOE ANCHOR SPACM OR" Im or LimlipLym VACM " w/vIsma GLOBAL PROTECTION GLOBAL PROTECTION PRODUCTS, uc. SCHEDULE BY THE Fouvem GLOBAL PRMCTICIN Alt Of 1111eco"IFIC. Dm FOR INS OPIRKIM TO ft POMM. 110iC 0,111C., PRODUCTS, Uz. imr_l 4W 07 sliveff jvhL m REDUCED SPACING OSTAMED Lima r`uxr TIED 4W 151 SW&r SEQTIQN —A - FACTON, Am at I= THAN mwD, F06,00,7846, 20-175 SHALL 20-175 px, 47'1 mbow-M7 f W-, (1041011�750& PAX, "JOW-117117 %ellmu w Malmo A.. A"" SPANIG INDICATED MR EACH m momm A. AR -Owl 00" TYPE ON in saftum —�z ARIZ 00-M, 1-11 mll I R=FK INSTALLATION DETAILS FOR UEE SAFETY PANEL INUALLAT19N DEMLS FOR UFE SAEETY MIALLAIM DLUU EQ8 UFE WAXY PANEL INTO WOOD STRUCTURES INTO 29JURED ONCREIE OR CONPREIL BLOCK STRUPIURES IN10 MOP SIBU9JURU 7 -Vol HFAM POJRED 1/4-0 TAPCON ou RED Cn OR ANCHOR 0 mc, ANDOO HEADER _pGoAI1ER CONCRETE GLOCIT 00"CIZETIC VLOCK 0 REQUIRED. L TAP :ON �� 1 4�' # TAPOINI Or v a r (D M4, C;m D.C. 4; v OX4 _=1APCDN R 0 Er D.C. (D MAX_ 'AR + k X! j A two. 7 110 1/4� 1/4' 9AX " V-7 1/4 CIO ej mp. T # 11 I TO I I (D i L R? LI, IT CLASS -r-.n L Vex Al T A- fm Am ANAL. 99%O~_ umm Qm`r_0 GLASS D MASS PAMM C PAW- U71CM IF PANk =,i. A PAIND. LENGTH v 4", LENGTH (SEE ELDATION IBM PATIONI am sHEE; 12) ON I;m IF7 14 x mG IN PANL LENGTH i ra amnowt LIM LENGTH L ON SHMT 12) ism @EmmN ON Sim 12) 11 PANEL L41iorl (SEE EMVATION T-- LH GLASS. SWEET 12) 1 tSEE ELEVATION ON SHEET 12) ON SHEET 12) I, will. I-mam L_.1AP_ARKt a TO GLASS. 11!12 IF IL/2 I a, I TO GLASS. a 0----EPARARO%-- L6.0 J_ @ IDISTINa Pa DIETING Poum I M" I ElE 0 =3 CONCRETE a iz= Q, 0 KQWM. it AR 0 E -`7 Em 7, - ----- -j 2-xe wow L4) PLATE WOOD '1 1"11 TAr 1/4-le _V4'0 IFAPCOM 2.4' kAl ANCHOR 0 9' D.C. PLATE 1 REQUIRED PANDANTE Kus _ye. PANCILmAIC PLUS I=. If REOUTHIM Halt a 91 ANCHOR 0 12 t.) AN=* stmouCt" W/ sma W/ sm L was WODC Com TAPCO" ANCHOR 0 12 T/2* O.C� 's, it 1_144 D.C.. J192kMEL -4i -S lIa wris la k is not mm�m Tfpr *;v�foft 4RE*M?M nalla" U) INSTALLA11061 MM 11001) MAW MAXAM We" ANCHOR s"mm me mmmw I= DWANCE AM! voww =s=F Law Ti" so. By 03 ONAr of THE ERNAT 3AW, :tIERNATI.M.l" EEWFWIIPZ IjIm W Pass" ff F, M LESS It" MIMMUM VACM AMMOMED Poll EMN MICHM 9 Ulm Affim rd&M EA-M m INDED SPACING DRIAMM 0104 FXM-WVU Nor BE "elp" A4.41 E 01111NEW F&W MOUNTI D�mllk Sol N. Tip', NGS 0yMq 100 SCAU: 1/9�,. SCALE AMOM M ___y_ Jl�. T 74� SCAU: K,"�AEIIIAt W %00* % ........ FLORIDA BUILDING CODE Lflon fth Velocity cons Zone) FLORIDA BUILIXING CODE (Non HILh VeFocify No one Zan$) g WOAU AWIW WAMMIL 04 44167 % FLORIDA BUILDING CODE JN*n fth Volmlu 14U one Zone), cam TOM, Jkc. "DID ILIM W.- NQ= 24 CAGIE GALVANIZED STEEL STORM PARR 24 GAFFE GALV NI SM STORM PANEL 24 GAO9 WANIZED SEEL SIM PANEL < o,44167 DOW ft STATE WM/2m PRESSURE RATINGS (p. AND PANEL LENGTHS AS "m/ma. 1, INSTALIXION ARE ONLY VAUD FOR A.S.O. DESIGN 1. INSTALLATION ARE ONLY VAUD FOR MAX, ASZ, z LENGTHS AS PER ELEVATION ON SHEET IL PER ELEVATION ON UHL TY. TE i L Is It 0 Clow PROTECTION PRODUCTS, LLC. 6 GLOBAL PROTECTION PRODUCTS, Lw. Ea !:?> /Tof C 0 GLOBAL PROTECTION PRODUCTS, U.Co DEMON PRESSURE RATINGS (p.s.f) AND PANEL 21 ......... 2. FOR NEW WOOD MMIC CONSTRUCTION; WOOD rx, 48W W wow STA I rL 001. 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD =14 z 2v Pho"Ic (0640ba-04% TAX DENSITY OF 0.55 OR EQUAL I v.-. �Izv ommal WOW-1546. FA- 20-1175 20-175 afll - - "X- m4)"s-am 07 20-175 MEMBERS TO BE $OMERNr PINE No Z W/ SPECIFIC ;;'A v_1__z MEMBERS TO BE SOUTHERN PINE No 2� W/ SPECIFIC lolvalool, P. oz I- owoew. tk- DENISITY' OF 0.55 OR EQUAL < is -1 PX WAL^GNOMK&il� Fell i I TQT14m**N_1W_ A SUIT is or I$ SHEET NO. SH 1.4 _6 7T If!- ! �'.1 I 11, v I" I ! i � � p 1111.11 14pj I � 1111� qj!F,1 Rl 1" !T4, �, � �J� I Illl a- EZIW/18 ---TAM swmm EZI Aorniom zzlw ON Imm 9) 1/2 EACK DPF LkW PANELCO TO SE INSTAL1150 A NINII VALL ALWAVS W �6 PROVIDE k" DLE TCUMffATE INSIALLATION IF 01TENOW A TO OE U INSIDE OF STRUMPE, ,W . irr 1"i 7L I_ z., POP 1 S0% VON PANEL SYSTEM T, crV NO OF PAN0_4_ &E- GTOP & wrmw (END PANEL) (WWOR PANEL) R PAW.) (DWID PAMNEt) L At= E WIES 2, 3,4 SEE NOME 2 4 END PANELS SliALL E= 70 satmu 7WR ammalse A SMP AT Top OF SwH rx t"M PAMS, 40.9 ii_cC XTEO TO 110TIOM MCK� COn�9014 (4). IF END PAWLS ARE COWW SHALL, CONSM OF 1/4'a, M�S, W/ Lit I _wMO A I- 1i I NUT OR 1/4`04/4"Wm TWMOSMEW MW IAPI -xv.., AT WHEA OF I" Sit WCUOM 1A;f --J-. (4)� W tASE TRAt END PANELS ARE Wt ONNECTED TO BOTPOM 4-V IvFl- -FIT11 ITIF71 f 'RACK (Te� A STOP OAR IS OWY USES #1 TOP AT LEASt TWO -M PANELS IWL SEICONNECM) TO BOTTOM USING, SPECS I TM INOICATED ON NOn (3) ABOVE IN $WH CAM. C014NECMN OF' I I T I I I I t I1141f if fill ,J_JA1,1_,J_J_L -AJIL J LA_I_LLJ_JJ LL j _JJ PANELS TO OOTTOW IRACK IAY MCUR AT ANY PANEL 100"'110"" ift. UK L(D./O - l ANCHM SWVON Lit & kTQPIX?r4 121W ON 259M lay- EZI/18, rzlw/l 8 .JQN EQR $Jfflo I 2QQQ E-Z HANQ_=RM PANEL (1) SYSTEM TYPICAL ELEYAT SCALE� am,00ld' 11114- W, 4AA SEOQN A -A FLOOM (Non NO Velocity can$ z0ft) I I M M, I't LM u ow GALVA*= SM STOW PANEL �441 I t PRODumi LLC. C 0 OtAiM MITECTION ff"o 20-175 'scot GINEERING ENC31,NIEERJNG POW2 or2 All Ameocimsthatersatid 014" -24#a-(Wvamiz0dST0d $Wm plinels 0 PRODUCT FwAwA-noN RePaRT September 16,2020 Impad ResiStance. Zgrou No c R2 J.ott4l,= 1nm4engo"dq;de"n,ofthL� All AmMm Sbuthersand G10" P= M A'ailt: n =0 69 Rod Paim 8ewh,,FL "I=K, been designed to whit Acd kieft as indicated, in the, $W s0ladulefs),011 the pl=*Evaluadon EIolaimert V�e. engineering drowltv), ProdUct Name & Eginclotlin' 2 Id Mono Panels #16#110001, Thie productchall be iwalled in soict omptholop w4h its wespopove, Product Evoluaton Docurmottli, 0, atonaift dralliling), aliongWith allomponeft Acted theirsta. �Copo of Evolvatfolt: Pmduat orthie nudefislapectiedin #WpMdoWs laspai:Wee PmductEvaluallw 'Ns Frodud(Eva; 4s Wift the railWhoraint5of Pia 1`1000 batieft =foasoW 00ourne"t (La, evnecolto rkawlta), RatfWation Olivids EfdrldftV Comailesion) Pisle, IN� Thaproduot noted sbov=. Limimlons A Conaftfons of U". tested andior evaluated aii aw"lizoill herein to showconriftrianos with the riowo, ovilmog Code SwimitEdRion (2020) and J% Aw ft,purpose Intended, evillest am4volent, to that. required b* the Owe, Ues of Mis Product shiell be tn. stdot accordance With the respilave Product Evehootloo Dootimentfe, Ro-ovaluaboh ofthit; oroduttehallbo required lollowlinq pertinent Flodde scilifi(w P000 or onamearing drovAng) as rioted heroin, re*wns, wisuppororonost struclures,shall bi desturiedio least allupeftposed, loada aod-ahaij be ore Matortal Mad m4his Pmduct's raspecl** Hoetstrudwe whditiongilmlotizaronot somralid for SUbStOW8019 D041. 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Inc. firm* bennardo, PE 4, Anchor speding Caft Aoth, 99�1 16Q SW jf2 AV�-Mij* SUITE 106, OE�AFIEOSIIACH, Fi.010A 14442 160 SW 12" AV�ENAIV $0re XOI�, PetATIELD OAcii�, IPL(iltick 3*3442 (04) 60 1 ($66) 396-,"90 t,054) 354-066a 1 (1366) 3S6-9999 TEA= T wr4!1 AVIV g AV \0 r7l Ade I fz, A A�a =14= H:LL,0 OF, or��X 4ei Lj v, I- 0T,;Z4W';�t 4 A 19 rn fol, 13 r1o, av X F_-4t 1w r "M WILL IdOWINO MIN, PANEL tIENGTO I i. INSTALLATION ARE ONLY VAUD MR MMSM SHALL SE 2-V PACSSLIRE RATING +/- 40.0 psf, AND 6"1 NO PANEL LENUfft 2, FOR WIN WOOD FRANIC CONSTRUCtION: WOOD MOMSERS TO SE SOCIPERN PINE No Z W1 SPECIFIC DENSITY OF 045 OR EQUAL ? ull '101q, ALL AMORICAN SHUTTEA$�- ANOGIASS MAXIMOM ALLOWABLE `PfAIGN PRES811 P� "r, �, R ,24 T tLSTO 'NON V47 S' EL§, tHVHZ 5_��9 ga GALVAN�ZEa 'RKLPAN 410, DESIGN NOTt5l E%0N PR�SW D ITI E A.ND s �Tr,2 NU 0111 54 E& P, two D 114 C 9T �AUTIA IT 7HA14 u "T1 1>1 J, ',P> a, GENERAU10TES- T rN M70N H &A Invit - r VNI Is 4 4�- "Tr 7-ad Aii. 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SCHEDULE, wu" W M`01 12� arm=o es CMPT,;gT uw NTao*XATtON, Foof4R CAD, "q*__ 3� rcR NVALIAVONS, Minot OF THE NVM AWOUTSIMI.W ESSENTIAL FACLITIES IN A5714 WIND ZOPIES �.T"RQL[Qt4 1� I01i GLASSSEPAPATION MVgftK SEPAAATION FROM "r 2.0-31543 > MOM, -`Nul OPTIONA EGRESS?_AN9L_ QUA -IL FASTENING QU WtF�RIOR PAI 1� kANING f4 C11 -7 4 a T ti-P J T 0 Ell" o N �4n P, T 74K &V 04 uw� 106 7o. 715 ZVERLAP g Lu rME PY- T v tw is, M L wmr 'Lwtim�. wPMwfMwAv=M, j" IF V, ANCHOR -StHEWLE� 14 GIIII iEPANELI� PAN wi�gT�qg T! 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(n (3) -= C Q) :3 -0 0-2 CIO 0 -cu -2 U) -0 0 L_ EL = L_ -2 w 3: Co = C) .0 -I.- M U- %+- 0 > U) U) 'F -0 a) E a) -1--i CIO "0 CL F- _+1' co 0- < z z w Mj U CD C3 :5 M C_J C14 CL) w CD CJ Cu cu tn CL Cn C_ -+--A Cn C13 0 L_ CL Cz LLJ z SHEET NO. SH 1.5 �i 7 I A 311 - :2 t2 0 15 04 C:) E co E C'4 C14 ;z ts 0 0 9 — 17 C-4 C) �0 04 C) 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) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 15 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATiON AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM \PER PLAN Al. 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP, TYPE ")V @ 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 NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD IE MIN. 2500 PSI CONC. SLAB M IN. PSI MAY VARY PER MUNICIPALITY ;4 . '.a. - . . .- ;P." .. A III—H . . I . -Ft I . . A. 1=1 --I IE�l I FE1 I .11 ... .4 . A. .,6 A' 'A 6x6 W1AXW1.4 4 Ell I I= I 1=1 111 WWF OR FIBERM S 81 xf: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 wl TABLE R905.2.6. 1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W1 8d @ 4" O.C., 2 ROWS 1X2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 rn FOR MORE INFO LIJ LU = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 U) APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. LUUJ W INSULATION PER CHART ON FLOOR PLAN (�B �R ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONIC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) U) 0 4"X4" INSPECTION PORT AT U- = 0- LU U) a- _j EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE NISH GRADE -STD. 90 *HOOK (3) # 5 REBAR ON 3"' CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION ri REV. 03.16.21 SCALE: 3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/(8) 10dxl 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 ------- BAND JOIST *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O,C, 1 st FLOOR WALL—_----" SIMPSON LSTA24 STRAP W/ (8) 10d x 1 1/2"' NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION )F BEAM OR GIRDER FEND SHEATHING TO �TE W1 O.C. )OR TRUSS/JOIST 2x STUDS @ 1- 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIc FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W1 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS U. WEEPSCREED INSTALLED PER. MANUF. I C SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: N.T.S. @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" ��S6�) FOR ADDITIONAL INFORMATION. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE JIS6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 2"x BOT. PLATE W/ (2) 1 Od @ 6" 0. C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS KN'�� SCALE: N.T.S. �6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING —\ ATTACHED WALL SHEATHING 1_*1 TO BOTTOM PLATE/CHORD W/ 8d F @ 4" O/C, 2 ROWS STAGGERED 00 FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS - C? SEE FRAMING __�_WEEP SCREED 9 9 PLAN INSTALLED PER MANUF. \\--SIMPSON i(' n,, AR HETA20 W/ (8) 1 Odxl 1/2" 2"X4" CROSS BRACE @ 48" _T OIC FOR THE 1 ST 2'-0" 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. PROVIDE CONTINUOUS BLOCKING FROM B.I.I.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITE N SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TRL B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRUSS) O� SCALE: 1 1/2"=11'4' �6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR SEE SHEATHING ADDITIONAL INFORMATION SPECS ON FLOOR -1/2" GYP W.B. MIN.@ GARAGESIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 W/ (10) 10d (MIN. SHEAR 3500#. MIN. NAILS AT EA. STUD TYPICAL TENSION 2600#.) 2 x STUDS @ 16" O.C. 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 4� 11 F -I KFlr-- :4 4A ./6_7 IJIV (3) #5 CONT. ON 3 CHAIR W/ 3" MIN. 8 V�8" 8" CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/ 32" OSB ___, — EXPOSURE1 Ux T SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF Lu NOT FU L L HEIGHT SHEET- r�� L FLOOR SiYST Iml �/ (2)- 2x TOP PLATE A/— BEYOND I 15/32" OSB EXPOSUREI F__ IT SHEATHING Lu W m OLID 2x to BLOCKING @ ALL SHEATHING 0, I E OPENING �L_=% I I SECTION X-X) W EL 0 __xx 6.060" E Lu 21 1111 E 1 1 - _2x STUDS =W BEYOND. U) SEE PLAN D 0 L U) '--2x4 P.T. BASE 2x]RIBBONOR VERTICAL _�HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM %AtA1 I rl r-%/A*rl^Kl MIAr%MAKA 3/8" "S" = NAII. SPACING S 314"l /2'�- SINGLE NAIL EDGE SPACING S S DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 7/16" IFLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS I (2) 9d NAILS @ 3!' D.C. STAGGERED FOR SHEATHING SECTION X-X �Al �C/4�46/ov 11 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 81, OIC 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 W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y8". NAILAT BASE2 ROWS@ 4"O.C. w18d COMMON NAIL NAILAT TOP PLATE TWO ROWS@ 4" O.C. wl 8d COMMON NAIL LL = @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. W/ 8d COMMON NAIL. 0 � Lu @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. , 7: CD STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. W/ 8d COMMON NAIL 0 5 Lu Lu LL 0 0� CF) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER 0 a wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0� 0 0 co bo 0 W M ' :' �_ �_ LL R @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 0) til 0 u_ N W 0 MEMBER IF GABLE END � _U) NOTE: WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 a 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X2 1/2" . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"X1 0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER ONLY 12d TOENAILS EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 wl (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS SEE PLAN FOR REQUIRED—" CONNECTIONS LOAD BEARING/EXTERIOR FRAME L HEADER DETAIL WAL 2x BLOCKING HORIZON NOT @INTERVALS TAU*---\ �.11) EXCEEDING 10'-0" (R302 518"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1AxW1.4 WWF OR FIBERMESH 4AJ A A A Cl) �A IE1 I - I - - I I :'..A', A I Ell Li - (3)#5REBARON3"CHAIR--/ 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EAEND EAEND EAEND EAEND 1'4 (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (3) (2) (3) L (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO O/C 2X STUDS @ 16 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-0" ADDITIONAL INFORMATION. 00 FINISH GRADE 9 C%d Cn co 45- Uj :P Uj L&_ E C� C_ C* Cc C...) W ip C= cc -4 :9 I " co a -CC �I: cc CD =,U 7 - If _j <t IF ......... 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