Loading...
HomeMy WebLinkAbout6400 Ten Acre Cti , ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A. F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BILK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm, Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd, Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise IDS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR, Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir, Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.00 NEW BASE PLAN 06/25/12 2.00 GRADE BEAM FOUNDATION 08/26/15 3.00 2015 NEW CODE UPDATE 03/06/18 4.00 FBC 2017 CODE UPDATES & MODEL UPDATES 05/30/19 4.01 MOVE KITCHEN DOWN, ADD 6" WALL AT REF. 12/19/20 5.00 FBC 2020 CODE UPDATE LENNAR 1525 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET FIRST FLOOR PLAN SECOND FLOOR PLAN EXTERIOR ELEVATIONS 1.1 1.2 2 3 ELECTRICAL PLAN ROOF PLAN FOUNDATION PLAN 4 5 6.1 FLOOR FRAMING PLAN ROOF FRAMING PLAN LINTEL PLAN & DETAILS STRUCTURAL NOTES 6.2 7 SIN SN1 S3 DETAILS DETAILS — DETAILS DETAILS DETAILS STAIR DETAILS S4 S5 S6 ST SS RETROFIT DETAILS SECTIONS & DETAILS D1 D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be 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. � o f� W C:) _C—)� . ••z m c �o Q ? E� C,_ ,a 3 3 L • v m 61�1 C:IL DEC 15� DEC 15 202 �y�,,'"i@`s�el;ftdf f pp�l"`Ir► v VOs\ i d .c r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W E a N8 0 0 N O m co n 0 `°a) v� m m r N C U N aNi v *k " Q C J w � � LL wa (� -o w Y z - a _ m c rn N 2 0 W ��O'�' m w LLt9 Z 0 N N Z Q J ,^ N Z O U U o W ❑ ❑ z N c'l o o z � N z o — M Wv) zIL �J o 4-1 LU 0 w o to c w tlsa r U c M L U o ¢ O I� o c J w M O Z Z � LL Q E C O o 0 w z Z o Q N Zp O a X O 0 00 o I_ C4 ¢ ¢ Lo woo O aZ <o ('0F Zz� =Y m0 o ZLL w U) m U) N o< ZZ ao ci<o z �- o wF �o o zI¢ a F 000 m � L d- ui rn co co c� L r � r � "U LO +_J L)....� 0 Q LO 04 N O 0-) F— O T Q O T 6 ca w CD N r ap o z Z E T N cu 0 O 'aC U � Q 0 I J JOB NO: 22-09408 SCALE : AS NOTED SHEET NO. C S _f T FIN����I�II fT - KITCHEN W O. BATH a� ICI D III I P�l KITCHEN 0 0 TUB/SHOWER FINISH PER FLOOR PLAN �fi t - ❑ MIRROR � o I_I 'j M o BATHROOM 2 INTERIOR DETAILS SCALE: 1/4" = l'-0" VENEER KEY PLAN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION U.N.O. GUIDELINES TO BE FOLLOWED ON PLANS VARIES, 2" LESS THAN CABINETS BELOW f MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD �rVA-RIEES,1� I I � Q SINGLE rn w 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR IN TUB OR SHWR. a IL a ROD �- TOWEL BAR - ON BATHROOM WALL MED SHWR. CAB NIET 1 VALVES' Lu TOILET 0 SOAP a0 v PAPER ° DISH v 1 HOLDER o 10 Ln F F Oz OZ JAL �iui q a q 4 O O > V > O -1 AlFIN. FLR. BATHROOMS, SHOWERS AND TUBS CLOSETS/LAUNDRY 0 O KITCHEN POWDER BATH N 15-0" 10'-0" 74" 01 1'-4"X1'-4" "L" SHAPE CMU COLUMN ■ �! IN ■, - LANAI o 1 8'-8" FLAT Cl A.F.F. I G.T_ - - AC PAD 10'-0" 131.0" 2'-01' cc O I I I HB I O I d 35 SH 6068 ---{I _4_-- I - I , - iI t _J DINING - -, NOOK - 8'-8" FLAT Cl■ 8'-8"' FLA f Cl 50 CARPET - f +--- (TILE -- - 1 I I 1 - 1 T-2" -- - -- f 7" i �.__'..._ - N % _ - - - 2x6 WALL - M 2Q68 D.W.M IFAMILY '� Lo BF - _ ---�::a - 8'-8" FLAT Cl SINK 1 F-- v�J�(SP - N 3 S6 - CARPET I I �I - _ KFI--C Nl--� N-- - It � C11 t T TYP. @ I 8„ - FLAT CL I--- d , -) 3 2 STORY TILE cv in TYP. @ OI I < x4 S F TUD W% I 2 STORY - US HTT16 B SE _ u- UN ER FGI TR�SS 10m --- I-----�. � -- 3'-11"- 2'1O I f 1 - P - II ALT II ■ 42" HIGH 1/2 I _� _ -- - -- ---- I I AC PAD o WALL W/ 1x CAP _- - 4'-8" A 4'-1" T-1" I T-4" 3' PLUMBING LINE -0! TO SECOND FLOOR - s (3) 2x4 #2 SPF STUDS W/ USP HTT16 @ BASE CV 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O FINISHED CABINETS 0 COUNTER TOP 30" H BASE `O o 80 4 CABINETS 00 o 00 LL SIN F, F,. Cn EL CO O 2x T Y 4 a0 FRAMING bN o 0 h ==J FO 1/2" GYP ? BOARD FIN, FLR. FIN. FLR. x P.T, SOLEA SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" _ 1 2 3 4 5 6 7 0 5 $ S.W. FOYER - 8'-8" TLAT LG.-1 I C H2 SQ4 C CW. o S3 S3 11",' 2'-8" 6'-2" 3'-10" 6'-4" 1 �D 1 BUILDER TO PROVIDE 306 NOTE: FINISHED WALLS APPLIANCE PROTECTION TO BE FLUSH. FIELD WHEN REQUIRED PER FBC- VERIFY. Z W - 754"x�2 p Z - _ _ ATTIC ACCE -- - 1- a �I Q a J Q 'ENT Y= o J 8'-8" FLAT CLG. __ LL U AFF---- 2 -- W - - C)I N >w - - G.T. - - - 2'-4" tD f-----1 - ---- -- - - - - - - - - - - - - - - - - GARAGE T - i 8'-8" FLAT Cl A.F.F. - � - I I I I I I K I - S4 j TYP. @ - I I GARAGE I ■,' � 16070OVERHEADD00R__________ ■ 4'-8" 1'-10" 16-0" 64" 19'-8" - EDGE OF SLAB 2" BEYOND WALL LJ WCz G O LU ILL `r�ULU >_m A o S3 f TYP. @ SINGLE STORY HB O M WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25i S.H. 13 20X38J 184X374 S.H. 14 20X501 184X50 S.H. 15 20X63 181X624 S.H. 16 20X72 184X71J S.H. Ill 27 1/4 X 26 26 X 25 J S.H. 1113 271/4X3811 26x374 S.H. 1114 27 4 X 50 i 26 x 1H5 2717X63 26X62112 S.H. 1H6 274X72 26X711/2 S.H. 22 374X26 3671X251/2 S.H. 23 37 4 X 381 36 J X 37 3/4 S.H. 24 37 4 X 501 36 4 X 50 S.H. 25 37 d X 63 36 J X 62 1/2 S.H. 26 374X72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 i 52 1 X 371 S.H. 34 54 X 50 i 52 J X 50 S.H. 35 54 X 63 52 J X 62 i S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" rA +29.7 / -32.2 , +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET 14 Q MPH 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 FIRST FLOOR PLAN - A General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. 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 p 9 Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 721 S.F. SECOND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N N c A 00 9 N d 7 W C, C f6 CJ Oy � U_ N R C U a cam+ ;� y y Cy cc •4 �N a� cpo_ c cc as cv u a� c o R N Q- c � R o y' r� W d, `O ti: a U To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. f/l W E a 0 8 �C) ° O _a)N Wr 7 LC) W N r H U)rr� Ul N LL a =J LL w JLLiL o � w Z r6c v z �. j'�Nc_p O O ILWink°'°' m Ln C,)Z Q J N O U v 0 z W ❑❑ z N M o z z o J a M � � a CD o LL T V) a (� W Y c' U 0 LL, o l/1 c i L U vl U o N c U) Y e0 Q CD co C0 z J IL co E zo gffi }N <CU Q oz z0 (60. XO ¢ G oO U O o E o ao az Cq IT L ao Q O J m i t6 Cj C - C:<w 0r o w 0 oLL J �� 1z Cl)F N $ z z g° w� �k Q U w =r C7 C:) J V o a a o 3 O = a CC >L6 C) �} V m N f4 L T (Q r � r r 07 r 0 r U) 2 c N^ coL O U Q LO O C'V Nam ~ ^ L ! C) U1^ ) r Q O T m T bi 00 Z z E T NICU m` a U � Q p � JOB NO: 22-09408 SCALE : AS NOTED SHEET NO. 1.1 z Cn N `v :n 0 a 0 J 00 do- rn 0 I i x z N v v rn 0 00 rn 0 I L Cr V) O .J7 0 U i E W E O `v J y U 0 J U 0 1 1 0 0 V J N N 0 CV 0 00 iv O i N N O 00 0 0 42" KNEE WALL WITH 1x8 CAP & CASING 3/4" PLYWOOD DECKING - FLOOR SYSTEM 00 STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" ( 1 (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 16� 13� � o 13,, 12'- 1011 10 42" KNEE WALL WITH g1x8 CAP &CASING STORAGE g' rnl� B UNDER 36" H. CONT. STAIRS 7\ GRASPABLE 1xTREAD 6 RAILING (TYP.) 5 1x RISERS \4 \ 1x8 CAP & (TYp) CASING eo 3 2x FRAMED 2x FRAMED iv (3) 2x12 WALL WALL 2 STRINGERS 1 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SCALE: 1/4" = 1'-0" Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9116 inch or a bevel not exceeding '% inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. I SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMING (2) 2x HDR. REQ'D @ ENE LANDING FOf STRINGERS - CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C, w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1 /4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH SIN rIN CONT. HANDRAIL RETURN TO WALL DETAIL. � B� SCALE: NTS 6 0 H1 D2 25 SH EGRESS 5'-4" T-5" 01 1 D2Wo H125 SH �P' GONERS 2X6 WALL '-0" L 10'-2" L 3'-1 11'-0" L 14'-0" IN 3 D2 SIM. w/ (1) MSTAM36 FLAT STRAP J S6 TYP. = OW 07 = D 3 D2 SIM. w/ (1) MSTAM36 FLAT STRAP HANSON BOX @ 36" A.F.F. -DRYER VENT THRU ROOF. LAU N 8'-0" FLAT CLG. TILE ib 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 7' X 25 S. H. 13 2 0 X 3 8 18JX37 S. H. 14 20 X 50 $ 18 J X 50 S. H. 15 20 X 63 18 X 62 S. H. 16 20X72 18 X71 S. H. 1 H2 27 1/4 X 26 26 X 25 S. H. 1H3 271/4X381 26x37 S. H. 1 H4 27 a X 50 1 26 x 50 S. H. 1H5 27JX63 26X621/2 S. H. 1H6 27JX72 26X711/2 S. H. 22 37 J X 26 36 J X 25 1/2 S. H. 23 37 J X 38 J 3671 X 37 3/4 S. H. 24 37 J X 50 J 36 4 X 50 S. H. 25 3 7 J X 6 3 3671X621/2 S. H. 26 37 A X 72 36 J X 71 112 S. H. DOUBLE 2 WIDE 75' TALL 73 4 WIDE S. H. 32 54 X 26 52 J X 25 4 S. H. 33 54 X 38 J 52 4 X 37 J S. H. 34 54 X 50 g 52 J X 50 S. H. 35 54 X 63 52 J X 62 z S. H. 36 54 X 72 52 1 X 71 S. H. 39X59 40 X 59 N/A S. H. DOUBLE 39X59 79 X 59 N/A S. H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.OE Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED "* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 SECOND FLOOR PLAN - A SCALE: %4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd, or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY H GT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1 ST FLOOR LIVING AREA 721 S.F. 2ND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) [GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) cm ev c � o f--� d � > WCM C:) - C tC N Co >c V7 ,t9 0 (0 -Q fV = d to W CIL) �o Wiz• n-. c � � o � C.7 0 t���•tA tl spp�{yyt p' OVA. ,' b" C C)" O 4u To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W o E 8 _a I' y C 0 CO m N r 0? N fIi Q cumN Qj M V 2S2Sz ti _J 5 w CU -.1 LL u 55 a 'v I Y Z= �C L @o 0 N (O C) W W o��a, N w Z m L mZ a J Z N OU L) < W FlEl U M o o z � � Q � a - a M N z 0 4-1 cn W � 0 0 w o ra U Rig - - E = L Q y II C) c U) T ¢ o -® N O� o c W z M J mLL. o z Q � E �o >q _� o E (J <� U od U _0.o< g X U O = U �� C7 E N d p woo Qo a z r U m� C)0 OZ , Zv C/i Nm aw g zo G U N O �w �p wa U ;O o d =Q ° s� _ ` O m 0 T_ CID r =3 T r C)7 r r U N F C0 ..� O a r111_ LO N O IUD O CV T_ Q 0 O T E C T_M00 Ul O (o Z 7 E T W N - m m a E U J CU Q 0 J JOB NO: 22-09408 SCALE : AS NOTED SHEET NO. 1.2 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS T.O.P. HGT. —T - - - - - - - - - - - - - - - - - - - I FIN. FLR. r. T.O.M. HDR. HGT. FIN. FLR. T.O.P. I FIN. FLR. ALL TRIM ARE SCORED — 12 5.9 FLASHING 12 25 SH 25 SH 4---------— — — — — — — - -------------------------- CJ / WEEP -35 SH --------------------------- 6068 SGD REAR ELEVATION - A SCALE: 1/4" = 1'-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5.9 EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU RAISE BANDS OR FOAM PER COMMUNITY SPECS EXTERIOR PLASTER ON FRAME 11 u TEXTURED CEMENTITIOUS LZ FINISH ON CMU SANDED FINISH CV pp FRONT ELEVATION - A SCALE: 1/4" = 1'-0" 1 M FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 5'-0" RIDGE VENT 12 5.9 5'-0" RIDGE VENT LEFT ELEVATION - A SCALE: 1/4" = 1'-0" RIGHT ELEVATION - A SCALE: 1/4" = 1'-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 C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 ce cvo N 00 a-- U v C Mc--'N CD N m O u : � 3 0 5 w w N R� _E �4 0 OW 01 � rrrilil{11411R°�'�� 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. V) W a 0 E V C s C) m cc C N N �co C)00 rntiZ ° N Q Z �Niv r25 " C J Z LL W CoLLLL 55 D LLI ai °c13 m L 6 0 Z W W o �C � o 0 w W Z UM LML - ZC) m LO Cl) Z Q J Z 0� 0 N O U U < Co W 11 El Z N M o g z 3 NMI z o N 1/ M � a `o CD r/ N rA R 0 J)LD (n ,., o c = .) uss U a c) o �0 �m co co w M y ¢ 0o Z 4 Q E o =o oLL aZ Z as Z® E u o� Z Fm — o E � x a� o `g O oQ -Z (1) L any ¢ m o, z Z N J �m '¢w ZZ Z50 NN F Z O w w ¢ U h O lll� o CID zI ¢ a~�' � c ° 11') O 6 rn M m 0 L T (� T T T �. T 1✓ T U CN m U O Q N � o LO T Q CD 0 T m 211 T (O 0 o Z Z :3 E T N m a E 0 � Q o c � JOB NO: 22-09408 SCALE : AS NOTED SHEET NO. 2 .- t ] ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150AI200A INDOOR PANEL CENTER NEMA1 150 AMP/ 200 AMP 4 to lights & outlets 2to appliances and GFI 0to WH to Range to HVAC MAOIN 150=2/0 200=410 in 2" Conduit 20C amp 150 amp UNDERGROUND Dis SERVICE BY POWER CO.---_ INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 4 Bare Cu Ground WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH j3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE 1-01 HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN 14) EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) ❑TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT IM ELECTRIC METER �_ ELECTRIC PANEL DISCONNECT SWITCH � J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR A OPT. CEILING FAN G9 (1) PHONE LINE, (1) DATA PORT III, 1.5" VTR 'I I I I � I I G� I I I I I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FOR DISPOSAL DEDICATED RECEPTACL FOR MICRO\ RANGE HOC PER SPECS If II II II Il OPTIONAL LIGHTING SCALE: %4'=1'-0" PER SPECS ELECTRICAL PLAN -A SCALE: %4'=V-0" SWITCH FOR DISPOSAL IN CABINET If 11 II ALT II I I AC PAD I I Il 11 L=====J WP OGFI DISC. 1$ C�D W O d a yc W I= U — N N `co a Co a E L ca y y CL Cco a CV CV 0 CV O 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. NN W a vE C) 8 VOw C', 0 G N ��?- �- N N �rr-:R C-4 Q Q � C J LL W JtLL a Lu Z — O li Y (0 C Cn _r_�o 3:o IIx S O7 N O W��6_j6] m ILW ZOPINION= u4 N Z Q r- 0 N O U U O Z on El 11 z N o o � N z o � r lLn M Z a c W (Dm a }, a W O W o U W J ~- — ERig ml _ S I �4 U�N c U) Y o ti O C.0 w M m ¢ o z a J ILL. Q. E � o z❑ W o > Z a zp Ca {— K ¢< OU O1 Z O E ap aZ CV Q) L wo ¢ �w cn C: o .0 z LL 0 J 0 w Z N Cn N Q pp Z ao MEN Q LL z LLI U ¢0 Fr 1 � o2 _0 C,w` Of O V --Z <- a = r_ C O o i O Ln 0 a� rn m m 0 L T (Q r � r r O (n U v N f-�+ m LO O Q N � o LO T Q O T Eco CD o co T ii 00 Z Z E T a)c C �' 0- 0 ¢ o JOB NO: 22-09408 SCALE : AS NOTED SHEET NO. 3 ,J—r T—TITT I ti� w el I I Cn -0 ( 4:1� 2 SLOPE 4:12 S� I } I NI LU 0 J C!J M ZONE-3 ATTIC SPACE 860 SQ. FT. u1 a do 0 41 z w W C7 LU o 5.9:12SLOPE� �5.9:12SLOPE O v LU Cl- 0 N A4 H S W W W in 5.912 SLOPE �V w 0 r7 a7 LU O a- 4:1PE �Q N yO 4:12 SLOPE ZONE-1 ATTIC SPACE 288 SQ. FT. ZONE-2 ATTIC SPACE 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ, IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 288 276 39 138 10 69 0.0 0.0 0.0 (Zone 1) Main Floor 0.0 0.0 (Zone 2) 60 58 8 29 2 14 0.0 0.0 0.0 Upper Floor 5.0 1.0 (Zone 3) 860 826 118 413 29 206 213.0 75.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN -A SCALE: %4 c=1'-0" C� o 0 -o � >w 7 w R m X N Q Z N 1 �E-�� 79 3 d _C= N C C � O a w 0 �s4'6e to p/ P <ygE "0(y y < "tom �•�.tl*..tl...�,' ���!✓� w5� 4� ` "IF EE SS' ���1�' �., To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N! W Q O E U 0 O O C o n co fA - Y� Q Z N O u C J 25C LL w J �_ n' — -o a Y m c a' co r co o w o N W CO v 7 O ^� -�' L IL LL Cow O ZCO zo Z Q CO N U Z U 00 U) W z N C) O O O Z � QNQ O Q Q J — ti M z �-1 v o 04-1 C w 0 NI v I L„ o r2, U7 uod t— U C — E L U mz U o N U) Q 0 � ® N I� O w M M h ¢ o z J U-} E Wz o � n Qa 4 Q o U � <o z© UO (Coo � � XCU] w U o E 0< ao o� az Z CV L wo ¢ o ID rp Gn 0Y U N O 0, z Q) m 4 W N C w oa zz go Q- LL a NW U w io az J � J o w< 'O a r v za ° C,o3 _ ° �o prn m m 0 L r co T D r r o N Ln 4-0 -0 U N '� °' N � u r Q o -- r � o Z Z E T m cc - c co co a E 0 U "a ca Q c JOB NO: 22-09408 SCALE : AS NOTED SHEET NO. 4 I'll I �� i H - - � I I � .� .. d.91i��r II T i�FT-f. n ins a , �A�Tri�'[ WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LF L.LJ J CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" #5 CONTINUOUS .;;,•", ,_ REINF. SEE FND. FOR QUANTITY v •, #5 X 25" X 25" CORNER ' ,_, ; '�_; ,' �' :' BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. •. '""Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 00 c0 0 r co M 91 N M O 0 U) 0 N O 0 10 5'-2" AC PAD ■ ■ 1 I I ■ J 1 S6 TYP. @ I 2 STORY U.N.O. I ■ I PROVIDE 1/2" x 91/2" RECESS FOR FRET. DOOR L \TYr ■ ■ 25'-0" 15'-0" 10'-0" 110 '4' L. 7 4' 1 r Orr 2'-0" x 2'-0" x V-0" Al W/ (3) #5's E.W. L 2'-0" x 2'-O" x 1'-0" S3 W/ (3) #5's E.W. TYP. S3 ----- -- `t T 5'-2" 6-2" I 1 6'-10" I 1f_8rf1 J 2 STORY 2 8 11 A 1 .I -4" n 1 - S6 w \\ U.N.O. 1 0 N 1 \\ M I PROVIDE 1-1/2" RECESS S3 I FOR SGD DOOR. REFER \ �\ INDICATES FILLED CELL w/3000 PSI I q TO MASON'S SCOPE \\ CONC. GROUT FROM FTR. TO BEAM I FOR WIDTH HVAC CHASE \ w/ 1 5 EB R VERT. ABOVE SLAB. I BASED ON TYPIDAL @ ALL PLACES SHOWN LOCATION \ �\ HOO qD F G. DOWELS 17" 1 \\ EMBEDMENT W/ 25" EXT. ABOVE SLAB, I e■ \\ "GRAD 40 STEEL" \ \ T 1 \\ 6'4" 0 T 2'-6" 4'-2" 1 \ �T\ I.. C-------- _ I o0 I I \ f 7 I CD I I I D.W. I Da I \ L=_J II \\ I II \ \\ I ■ II 1 rn I 7\\ \ TYP. @ EO T °° \\ 2 STORY U.N.O. (1 4-11 0'-0" EL \ (1 11I FIN CONC. S`AB S6 � zo REF. 3-1/2" MIN. 3000 PSI I I I 2'-8 � '-11" - — — — -1 PLUMBING IF CONC. SLAB FOR I I N \ ALT� HERNANDO COUNTY I I 04 STACK �\ — I I AC PAD ONLY 3-1/2" MIN. 2500 L_ ■ PSI CONC. SLAB OVER L _ = -Al 6 MIL VISQUEEN 0 1 STUB UP TO VAPOR BARRIER_ _ C.J. I _ 2ND FLOOR ■ FOR A/C 2'-6" x 2'-6" x - STUB UP TO V-0" W/ (3) 2ND FLOOR 11 #5'S E.W. I — — — FOR A/C — — — — — — — ■ ■ — 9'-8" 6'-10 I _ 1 I K C I W.H I w LO S3 S3 I 3 1 /2 M -- I 2 00 L _ — — — L — — BUILDER TO 3'-8'1 Q a ■ JI■ ■ I PROVIDE w I O w _ ff APPLIANCE Zp Z > -� m 4 O f- a TOP OF CONC./ PROTECTIONQ WHEN REQUIRED U PAVER TO BE 4 1 PER FBC 0 U I ■ o N BELOW FIN. FLR. } 1 1 I LL Uj >wl I N I 2'-6" x 2'-6" x V-0" 1 r 2'-O" x 2'-0" x 1'-0" W/ (3) #5's E.W. W/ (3) #5's E.W. _ — — — C.J. — TYP. @ �`n,'� SINGLE 1 (2) #5 VERTIPtLL 1 A T STORY ■ 1 W/IN FILLED 2'-6" x 2'-6" x 1'-0" S: W/ (3) #5's E.W.TB — — —o2'-0" x 2'-0" x V-0 W/ (3) #5's E.W. 16'-8" 1 r_6" 5'-4" 1'-10" 16'-0" 1'-10,1 25'-0" O 00 M A. 0 0 Z Lfi � 0 N LL z_ T 0 1.— �j 0 T O 0 F_ NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FOUNDATION PLAN SCALE: %4'=1'-0" o 00 d �o CV o LW +. c Q� M ® _ is w c., co .: cU_a H cc o .- y d'C R d d o CC -" .3 ea 6� d T �! n C O a, v 4 1F. 0 L� eta J 3 \h iE'" L ` F ift�p�PCrti'S1:L,f. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a 0 E V p o 4 04 � N r - c N V # LL a (`N') N J � � w J LL Lu Z (6 r- o W (/) m Z LL w d J N MZ< Z 0� OU co W ❑ ❑ (D M Z N (+J o � o W NNQ z O Q Q Q J — � N L / /� M �O Q1)l o LL T IJ Cn W � l0 0I^ ^/I ,V v' W O Cy N co w0"� v = L N y O ) Q N D7 ti o CIDz w M o3 J U Q E O w _� oLL wz Zo z0 as E V I - O G 0 O O O E N a� wa ¢ aZ Ww L ra =,w C/) C ❑ 0< O Y ro o ° Z z - Jj Nm aw n N > cs o a0 w 2 F o CD to =< ;o OU zl¢ O 0 o, m ns T T T T T T Qo (n ° v N a--+ m LO O Q N o cn LO T a 00 04 T O E T CO vi 0 o Z Z E T rn m c a U J Q 0 JOB NO: 22-09408 SCALE : AS NOTED SHEET NO. 5 1 TY CC TYP. @ �\ , LOW ROOF U.N.O. CJ1B CJ5B CJ3B m m U EJ7B ]CJ5B OD1 M CJ3 m v�B U r In W U U A TYP. @ LOW ROOF U.N.O. A S3 TYP.@ SINGLE CJ 1 B STORY i ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 t 10 GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 -60.99 178.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD SHINGLE: Y16" EXP. 1 ( %) or 1V32' EXP. 1 0316) TILE: 1%2' EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 112" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 1 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" 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) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 1 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 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 N LUS26 1165/1060 *' 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 112" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" 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 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 1 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY LGT2 14060-M 3770-F13500-M 3240-F LUGT2 13100-M 4520-F13100-M 3800-F (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16E SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 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 (+1- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS I 11 C INTERSECTIONS. SPLICING TO TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER i 2 PLY CARRIER (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: %4"=1'-0" cw e� c o_ y -o � W o o U c N --�mx � y E s c m u C :x '3 c c o cc T us ®. c E vie"" '?',�pr �>�"`• • • •.�.- ` J G j �Cr `� ,:a, ;� •, //,4`'�IItt `�11 Eife; tjEEttt1 �FtG`E�° 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. UN W E 0 ° am Cq 0 (� o (D o C =LOB In N S J a O J Sz LL W � w Z N C L @ C? _ L _ Q IN N N 1 cp w W (1) m T. CN N Z Q J ZN O U L) < W z N M O � Z N z o � � Q � N M n C ' (D W V O LL CfJ U 0 w o tyy70�-6.. w m MIN L U E;N c U) Y 0 r. • Q N r— o M w C) O z< Z Q _I LL- [6 E a O oo aN o� O E X. o¢ -0 00 � z N � ¢ L Co o U m r 0 � '.0 ¢w [n < ° z z 2 a o< wLL g0 a nw U 0 �o F O Iz Jw01 w > C.0 a 0V z0 ¢ s0 2 Ln p C rn W L T CID �. T T � Cr U) .2 v N 4-a� LO 4-J U Q N 04 O ~ 04 O Li4 0 LO T Q O O T E m > O r T ai 00 O Z Z E T c a U Q JOB NO: 22-09408 SCALE : AS NOTED SHEET NO. 6.1 TI fln 'P. @ HIP )RNERS TYP. U.N.O. L--------------------------� ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y/s' EXP. 1 (2416) or%2" EXP. 1 (33/16) TILE: 1%2" EXP. 1 (33116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/" zx 0.131 ") NAILS OR ASTM F1667 RSRS-04 1, x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d R73 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" 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 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 N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 114" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 15D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER �(A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A SCALE: %4"=1'-0" c 0 a� o �a o. r-4 m C� cCC X o uox e'o�o 3 W d a� .E •+ c CD CC: CC m c E o 0 0 „4t»iF'4.ili8�r4E < C1 S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U) W a 0 E M o Ci 0 5-"? N 7 N rn r- r- M zS # LL (� aj d' C J Z LL W J u u i a w = a a Y Z m c � u> _ r y O c0 co Q x W W o OE 3:Z IL &0 - Zo LO N Z d J Cl) N o O� U Z W ❑ M � O � z N z � � � 4 r N N zEM (9 0 Ow Ln o N w. U � W J W mI U o N :~ U) o . Q r` o C.0 � r w M Cl) -9 o z Z a LL Q E E oo j � Z N zo ❑ a (O I— — �o xU OG Uw0 DU o1 O ECD a z d z CV t asz wz tt� wa fn oY 0 ~1 O U) N J _� z ¢w 20 () a F S< z Z 5S LL az �w 3 Qo o= K 0 x5 o (fl w �z > a F 1° V ¢ C O O T�3 � O i A' , r L6 O N O) 2 M 0 CID T T T r LO +—� CU N ° ~ N 0) o U-)Q CN r o r m � T_ i6 00 z z E T— N `m a E U _ Q p c JOB NO: 22-09408 SCALE : AS NOTED SHEET NO. 6.2 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS ,i' . ,r;" '.. • : �' AC, ; FORM & GROUT SOLID 0 0 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T �, p N W 0 © © o, o O o I I U-1 • O O O O O #5 BAR CONT. 8RF14-18/1T8RF14-013/1T 81`16-013/1T 8F16-1B/1T0 81=12-1B/1T ® o o 8F20-OB/1 T © "V" LINTEL DETAIL -, , I�'• .+ I� I� - :� .'-I� Imo'. P SCALE = N.T.S. I e III am M TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J 8F16- B/1T U ¢ tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT #5REBAR MIN. AT TOP (1) REQ'D ILEAR 1/2 ALTERNATE POWERS STEEL LINTEL ° • a O #5 REBAR AT TOP 0 ° .M.U. w a ° • MIN. (1) REQ'D 1-112" CLEAR J Z ° °. z • ° ° GROUT J Cf) C.M.U. ° 5 REBAR AT = ~n w - ° O BOTTOM OF a n z W "*-BOTTOM LINTEL CAVITY J U n REINFORCING PROVIDED IN 0 fr ¢ ¢ C7 z L—` a w — 7-5/8"ACTUAL LINTEL z ¢ _' C9 #5 REBAR AT BOTTO 8" NOMINAL WIDTH (VARIES) co � � d _ AS INDICATED MATERIALS 16GAUGE POWERS cT f pre a lintels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60, 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION UPLIFT CONNECTOR TYPICAL (SEE PLAN) — HOOK LINTEL REINFORCING INTO SIDE VERTICALS PROVIDE STD. 90' HOOK W/ MIN 25" LAP SPLICE ON EA. END --- PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR CONT. PRECAST "U" LINTEL FILLED SOLID W/ 3000 PSI GROUT (SEE LINTEL PLAN FOR MINIMUM GROUT TO BE SIZE & REINFORCEMENT) FLUSH WITH STANDARD 90 TOP OF WALL-1 DEGREE HOOK �� .. '.. ;:� },• .. r' . 14,7 •: .' •. . • . •. •J'• •.. J • .• . . ,. PROVIDE 3"x3" HOLE ' ' v' IN BOTTOM OF PRECAST LINTEL TO EXTEND WALL REINF.' .r r: THROUGH AS REQ'D. ' ; F REBAR BOTH SIDES �` ;' REBAR BOTH SIDES OF OPENING U.N.O. OF OPENING U.N.O. ' 12" OR LESS :4 .:.. Ak . * - . ` ..J • J SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION INSTALL MIN. 25" LAP SPLICE BETWEEN WALL REINF. & LINTEL TOP STEEL AT EACH SIDE OF OPENING -TYP. CONT. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR INDICATES FILLED CELL FROM FTG. TO BEAM w/ (1) #5 BAR 8" x 8" x 16" CMU U.N.O. TYP. DOWEL 25" MIN LAP (AC1530) SHEAR FRAME aCy SINGLE OR MULTIPLE WINDOWS SCALE: 1/2" = V-0" REVISION 10-19-16 O 4'-6" LL O 4'-6" LL Q 5'-8" LL O MIN. 17'-4" LL O 8'-8" LL O 6'-0" LL O 4'-0" LL LINTEL PLAN -A SCALE: Y4"=1'-0" ror c� C: 0 p d� 7 W o� }- o a" o ci X W ..o (V N tli O Cc Q .►+ CV � 00 d ' E c cc meW= i Y C Q y ' O- C a a r, V F, - N. irJ a 4�� 7 -,y < ,..k, o !y 1 Ayep 4! { 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 a o E 8 IS, 0 W G N N 1_N rA U)(ntir-�-° J U) a Z 6 03- 3 = 't u; J � i� a a Y (0 C 00 =Ro w � O W°) 7-Fu N rn w Z m L0 N Z a J L N O U v v W ❑ ❑ Z N to 0 0 o Z ro Z o � J — d N r BWv) ^ ' M z C �J o 4­1 cll-'� O V) W oOft C Y C W J Gi F— — E m! L dj / * O N C) f s Q 0 N e� o co J w o z Z = E ° =o oLL w= >� =® Od — x �< 0° o� CD E O a p a z o no U) J �. aw Z:n cn s< z z go INS T Q a m w w O 0z¢ a? 0 C: 2 O d' 0 m T co ` L r co T =) r r, Q 07 T T. 0 U) U N ~ a,, m LO O 0 04 ~ N O 111") O 1110 TT Q O -- T— m «? E T CID 00 o Z Z E EL E U ai Q p �) JOB NO: 22-09408 SCALE : AS NOTED SHEET NO. 7 v rY W I N L0 i z N `v v 0 J 00 0 I 0 v <n a i 0 3 N 0 i a E N E 0 C J tZ 0 U Ev i U aD 0 0 0 J ti N 0 0 00 °g v 0 a cV 0 0 000 0 m vCn NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE CCA- WILL N N B P F ( C) 0 LONGER E PRODUCED OR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE EDGE 0 BOTTOM EXPOSED F G THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6, GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4, GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ±2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. . SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3, DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 12. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, f'y = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: !,W-01111 2" 1 Y" 4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN - INTERNAL PRESSURE COEFFICIENT- +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: 5B STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS = 140 MPH) MINIMUM. (V 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4, 4. IBTBOARD IS TO BE USEDIN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREA ER SECT 0 PRO ERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURERT SHOPDRAWINGSINACCONGINEE OF "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF A DERE WITHTHE"D. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SET 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE "W" 1Y,� DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/11 SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH NRENGTH E BOLTS GA MACH ANIZEDASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / Fy ITH G90 4. 5. 2. SHEET METALCOATING ACCESSORIES SHALLDACE NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL WITH ASTM GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. A52 -87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIORTO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED STENERSANDTIE 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. NOTE: 4. 5. 7. CONCRETE EMBEDDED 'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF, FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and back -fill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of 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 before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete overpouf and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 -An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. �a o W N a o N O C cc o _ w Q ¢ tj cc d m r3 � = o c 1= cc o u R :�F6i EitC2d� � /pv ly�0 CNN �rrESt�1 °r r� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W a 0 E O M o O ry C C.,6)� o c co � 5 � N co - LL ,a V N co q*k C J u- W J LL4 - -a a 1 Z rmo z W (V co 3: O ��° ° Z IL 0 m ¢ J ry M Z 0 OU Z W 1:1❑ . ^' M .2 zM �- N ch O o O N z o � N M z (D? o (U 4-10 W O V) u., g U) r Oft 10.71i' �- LU all - E S z s U o Q 0 o N o co w co z ¢ o Z z i LL_ Q p E U o Q K _ o w >N Q N �� O E N rd a o ¢o o, az tB :3Wto a �Z o ) _ r U , 101 Z En ;z <� 8 S a � aLL wa 3 �o o O a = g O 'LO O rn cM T (9 L T � r r m N LO 4_0 O U ¢ N o N LO T_ Q o o T Z T 00 o Z E T `� cu @ a E U Q p c JOB NO: 22-09408 SCALE : AS NOTED SHEET NO. SN LIM 3 LO rr I N i rn CN -2 N 0 0 oo 0 I v L v R i rn o tz Q N 0 a F2 co E 0 x 0 C N r7 o U o U O LD c 0 0 t oo oo 0 0 N N 0 000 0 0 177 Q m 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING Irk ..'.'.'.'. �I''. [. f:f:': Im' :'::{: . :: LI I—,........ ; ....ILL .......:...... . I :..::..'� II II 16GAx1-1\2" LONG (3/4"-1"CROWN) I Sr I�.� STAPLES @ 6" O.C. VERT BETWEEN MAX..' " ( _ ' _......I'. 16GAx1-1/2 LONG 3/4' 1 STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN Al O.C. VERT INTO STUDS (NOTED THUS:—) I METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-01, TANK -LESS W/H CORNER OF 7L J HOME H C G GARAGE SIDE O 00 IV cn 5'-0" a _ STUB -OUT FOR 1'-0" o LO GAS METER 0 U _ � U 9 F N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI%oist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x P — 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 Wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _lumber Double 2 x _lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ' 1/8" gap + CL FILL CELL U w STD.90° CONT. #5 /1lli, INT I"1 /�l�O 11/1/lI/ BOND BEAM D\JIVLJ DC/`11V1 Q 1 Cr SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN !� SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION'--" INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. 4" max. I � � Clinch nails when possible ; 1) Support back of web during nailing to prevent damage to web flange connection. 2) Block solid between joists for full length of span. Tight fit �I 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2 min.g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges 9 . BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Load bearing walls when load bearing - for lateral support when joists / meet over wall, or wall stacks directly over wall or n beam below _ Load bearing wall must stack over blocking and wall or beam below.* — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET j W N.T.S. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Odnails SECTION @ INT. BRG. WALL require additional consideration. N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Joist hanger IRE 61, A 1Y" ROUND HOLE MAY Af 6„ 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT 11 A ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1" —--------- - - Any 16" joist $ �'' "I 1 " ' ��' 1 "J f-3' V-3 " 1 -7' 'I'-11 „" 2-4" ,-,. 3 ". 37" 12 1'-O" 1-1 " 1 2' 1, Z 4'-3 1'-9' 2-4' 7-11" 3T," 4-2' 4, " i,�" 1 1„ 1,2," 1,2"117,"21 . 3 Z"3'-10"4,-9'a'7"6'-4"20 1'-G' 'I 1"i,,"1Z'2,-0"3-0„4-0„4'-19' 6'-11" f5'-11`" 7'-11"" ds'_41ie 24 1- ' 1-1."'I'-2' 1-3"' Z-6' 3'-T' 4'-7 6' 1W T " '-I" 9i' '" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" 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. SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS CONT. #5 BAR 2X TOP PLATE 5/8"D iCONT. THRU IOM BOLT )UNDATION HIGHEST )ND BEAM 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. oWeb Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d BCI 5000s® 14" 2-8d 5-8d 9-1/2" 2-8d 2-8d BCI 6000s® 11-7/8" 2-8d ! 3-8d BCI6500s® 14" 2-8d 5-8d 16" 2 8d s-8a 11-7/8" 2-8d 3-8d BCI 60s® 14" 2-8d 5 8d 016" 2-8d 6 8d 11-7/8" 3-16d 3-16d BCI 90s® � 14" 516d 5 16d 16" 6 16d 6 16d TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I �I I II II I II II I If 111= —1 I I Nail with 10- 10d nails. linstalltight to top flange. SLEEVE THRU STEM e ° e,�. SEE PLAN FOR °• a .. • FOUNDATION INFO a, " d STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap — Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth 1,J z I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN i (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN JOTE: 1PLIFT VALUE 5 BASED ON ).P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPEo PENETRATION I-1 I —I I —I .d d. "-II�IIII�IIIII • PLUMBING LINE PVC OR SCH40 SLEEVE d• d:I�II II—I°d—I�4r=-' i-SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION Ir-PVC OR SCH40 SLEEVE PL MBIN LINE U G d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d ° d ° ° � I —III —_I I I- I�a° a —III-1 I I 1=,,III- I• ° T- SEE FND. PLN. SIZE & REINF. by b a cli o® v � u-'>aea cc ,0mK = u. a ,n coo >-. N: C= ro Q-N � d d d.�_�.© >�-� N a C, ca. ca >v a• '•'®�' Ili A To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W 'qE 0 M 4 o 0 G :-1LO� N ��r�� N O to 6 co Q O -j � W J a w O a Y z— L c: Z �i �. �'�N (o W cn�°' m w o Z Nco Z a N O U¢ 00 v co III ❑❑ a) z 0 00 Z N (D z o � J cL- 13 N C7 N z CD o 4-1 u, LL i— Q ig ° J O w 0 N r C) Ill J ••. ♦— — E L � � N C� o ¢o tml N 14 o CD w M z 4 u_ c6E Q E O zo o�`� wz >q O oa cu wo H — x a` O 0 oQ o E az No a o 6 L � CO C p o. hOJ m o o' Z J Q W �z rn <" Q ono w�a �w L)¢ o Jw =� MJ oco a � z ¢TUB 'S C C)i .e O a5 >L6 0rn m C� L r c r r r 0 n C) CV Ln _J U N -0 a� N ~ Lci T— Q C) r a� E r (0 T- O cu C r �i e0 z z E r a co c a E -b 6 U Q p v � JOB NO : 22-09408 SCALE : AS NOTED SHEET NO. SN 1 3 x w I L0 i a N LO 0 4z a J 0 I [V rr rn Q / 3 [V cV 0 / v a E O Cg J y 0 f= U P a 0 UI a a 0 0 U J 1..1 N 0 0 o ao v 0 0 cV O CIO v a m ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU I 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL) 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER MUNICIPALITY. CONCRETE SLAB W/6X6 W1.4XW1.4 WWF OR "FIBERMESH" c v - L °p 6 MIL VAPOR BARRIER I • • COMP. SOIL. (COMPACTED TO 95% =I I MODIFIED PROCTOR PROCTOR :7 I I III —I I1=1I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT.—/ (1 STORY) ON 3" CHAIRS TYP. 4" V-8" (2 STORY) U.N.O. 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & .ci HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO a BE IN ACCORDANCE w/ ASTM . -III=1 I=I I=1 In ' ' I �1 �I I �I 11= 9 1-III—III—III I ° I i I I I —I I I-111=' D7158-CLASS G or H, or ASTM I 1-I I I —I I 1=1 ; • �I I �I I �I II' D3161-CLASS F, INIII—� ° — ACCORDANCE w/TABLE "I=1 I —I 11-1 1=1 I-1 1=1 11=1 11=1 11=1 I �I R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) =III I I —III —III —I I I: LI=1 I F -I 1 �� II IIII 111 II 11111 II111-11 8 4 RESIDENTIAL ROOF SHEATHING - SEE 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"=1'-0" S3 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL � AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE w a NOTE: EXTEND DECO FINISH 4" to 6" BELOW GRADE Z I 002 °° dill N III STD. 90 HOOK (SEE DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" Il S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 112" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH --- `TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR 5/" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1Y-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24"' SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 @ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH ELEV. -0'-3 1/2" ~ 3 1/2" MIN. 1 3 112" MIN. A.F.F. p o. N z D ° ° ' —_�=�1 1131/2"(min.)- III III- 3 v2"(min.)- 4" I I=1 I =T 1= 31/2"(min.) III —ICI = I�I_I�1—lll_jlf�—ICI III I —III I11_I�II_i�I_�_ III — III (2) #5 CONT.l I 4" V-4„ 81 (2) #5 CONT. U.N.O. MIN. U.N.O. MI TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" 'CEO S�GUR PGs z- 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY coN EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION N 1-11 #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 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 BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR 6 1/4" 3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD *SIMPSON SP1 ( ) x SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10) 10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR —� TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE `, z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °O � [GRADE 60 MIN, Fy= 60ksi] MONO OR STEMWALL ? — — —_ D D 25' MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN00 —III FOR CLARITY O° 6 MIL VAPOR BARRIER ,.III III ° 0 ° 1= 1 Ell I=1 I I=I 11= I1=_ -1 T III 1 1�_, R 1 7/8„ T z #5 REINFORCING BAR — - ! — -- III o: I MI I Ml 11-111=11 I- III —III —III 1 1 1—I NOTE: �- —I I'—� 1=• 1II 1 I I I==1TII—II==f— ly1 =T1 BEARINGWALL COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM W/ ONLY I—II—T—II=1r T j —D1557) =IIII I =_ � 411 114 1 FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" A GRADE 00 —1 -(1) #5 REBAR w/ OPT. =1I I-1I II I I II i 1= 11=1 I1= 11=SQREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 OPT: DEPRESS SLAB 5,Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14" O.H.D. RECESS - 13 O.H.D. RECESS PAVERS 'Tz - � CV M co M .. +.. + . + .� � . I I I I-11 I l I e 411 T - -11r�1 I —1 1 — - I 00 I k i1111 I I-1 I I"4 1 11=III ft 11 t 11I1 I II SEE A/S3 OR J/S6 � IL11 i t 11 i 1111 I I I-I-I,r- FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 J -I I II I II I III i lI I I I II I f FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 21/2" FROM SLAB 0� '-01, J CONT. BEAD SEALAIS Q INTERIOR + e °Qd -31 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB as c 00 N T=1 1= I -jzL M 6 MIL VAPOR 9�1 IE]� BARRIER ='1' GrrOrrO, r 1 'ririririririririri TION ri�ri\\ri\\G vi�ri\\ri�ri\\ • • . •NFO. INTERI O. WALL .. STEP NON-BRG. K TAPERED COLUMN FRA ING rCD T2� NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE W C U III —I ICI I I ° °LU . =1_TI—III— LIJ II I [TI I I I I I f= D•° �1/2"(m�in.)-4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N �: WWF OR FIBERMESH --1 I I I f—I f1-1 1 11=1 g—_ IN r (2) #5 CONT.=111-11 ICI I I, , , I 1-1 I I, , , I' — ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR--�7 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° —� SEE PLAN FOR & LAYOUT DESIGN a _ e TOP OF BEAM IVa — — SEE ROOF PLAN �=T=�1 I I T � (2) HTS20 L FOR STRUCTURAL T _ T, ,1T T, ,1TTI I 41 BEAM SIZE & N ' III 4 11 I CONNECTION INFO M 1 2x4 P.T. PLATE ig 7/16" O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING I a •. I I =1 I w/ T I M 1 I1=1 I 1 r MIN 7/16 O.S.B. SHEATHING "' "— ,,1 SEE A/S3/J/S6 fi� 4 8 Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE F a w SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE W CONNECTION INFO. SLAB STEP & RECESS q@ S.G.D. M U) SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _ - INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ON FLOOR PLAN LL SIZE VARIES PER PLAN M CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS 00 Z GRADE L FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N w SIZE AND REINFORCEMENT) LU co ,• _- WWF OR FIBERMESH �, BRICK PAVERS or SLAB PER ,� o 0 Uj U)LU O o = �' ' �_, =i Z • •_ • • z a a a �COMMUNITY SPECS " _ J - °' 0'-0FLR. " FIN. � l i i l -- �- I I -.- - _ FOOTING v -ii = BEYOND PAD REINFORCEMENT - 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 C� C� C`i 00 C 04 O rt+ -O v L O C t6 CJ N --a3mx c LA- a N Ro ifl O cc 3 T CD i .,.— U a+ _ -CD a r� ,v S7 N a. E - � o S E • • .� �r •p i�r :k � aS00 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) W Q I_ 8. O O N o � oc,N VI Q � dj C7 V � LL J JL W J LL a W Z L o z �. 'fa (N CO O W in °' °' m _Z J L M Z d CV OU U o W Z N th o z � � —o Q �¢ M Q) o 4--+ � U OLU N p c Y �N � •. E 31 _ O o Cn _0 o W M M z Z o i Z C E Q O E - zo I— O E K O &¢ a z . OV o< a Z N � <o � >_ n3 Vi z Q O� 0 ' 0, o J TZ W o Zz �00 wona f? �w U w,� � ¢r O w oo a =1a s0 2 E2 >L6 Om c T r T— CL U °° L0 A N F- o r o Q o T 00 o Z @ Z E r i° IL U Q p JOB NO: 22-09408 SCALE : AS NOTED SHEET NO. S3 (MONO) i w a 0 .. .;.1 .s day. vyr Hf­ -o w 1 i a LO 4- 0 0 77 00 I L 0 cn 0 n i 0 Q CV a E 0 rn N f7 0 U 0 U rn 16 U 0 a .s U J l 00 5 a [V N 0 0 00 43 6 0 CD m v 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 DOUBLE 2x TOP PLATE ( )� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/81, 8" I I ❑ SOLID AREAS ARE ❑ 7 5/81, 8" V EVENLY SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINEVERY OTHER F TW/ . + STUD (3) Od NA ILSS CRICKET AS REQUIRED SINGLE 2x CONT. BASE I PLATE W/ (2) 16d TO -- TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = _= SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD • BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� TO DRAIN C- DOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 a a a —IF a a 4 a 8" STD. WHOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN, TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J w 1 / O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN K/S4 IN POSITION GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE �8x8x16 GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a a a a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL, RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 1011 6 3/4" 31/2"- S�cFA�q 0�'L N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET vvvl � 1 1 �rwl� W/MOUNTING ANGLE FOP a iARAGE OOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' 1 (3) (4) (2) 1 (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 �W_rl @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. SIMPSON HTT4 TYP. OHO �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. �S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A 1 —y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (�P) 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 USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LBLOCKINGW/ 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 (T ) w c� O/C FIELD v `� 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. rp MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF 48„ SPLICE STAGGERED M/N IN) G' 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ tAl 16d TOENAILS TOT6P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. + F= 2240 LBS Jet SIMPSON i l G C P.T. -ATE JllvlrJvly ar4 gP2 FF anwravly 10t ST CD M TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON- SP4 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS S �PSON SP4 LINTEL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL �r4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) 3 (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE F 2X BLOCKING 0 C (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGG EKED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. 00 N d -e C3 N cc C= >_ • in p N >r `2 2 N ;2 d •, d r 0 �5 .d u =dcc N d. C o a . aifgflw W;7 'rE'a , T L,1 U o C. , \ `� ��r�`PrP�iDFt E,Sdt�l To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a c0 E M o 3 0 � 6 c. 0 °' a) N s�0o 0 N A � 13 o�cco�� qc LL N s J u- 52 i W J w w a w O d Y Z L Co a• r7o c6N1,2 y o ?' ��pj6' of W Z LL co w NZ Q �.J co J 1— Z OU U o co w 013 o o z N OMNI z o � Q Uj Inn' M z a W CD o LL 4 (13 w V 2- N L_U oQ) c y .) wa C W law U o ° C M � � 0 m o co J o� > z Z Z Q � U_ ce ca. E E OU v� z o oo wz YN Q@ ?o oa 2� XU UO 0U O E a z aQ °< az aO <o rw m� (� Cl)C Y O U ZF z C � J U �o F� Qw �z C`0 (n o� Z g0 sonca. a m w Im x !z w<V- I 5 s = CD N >� 0 It a; rn cc m 0 T (� T T r � � T i✓ T (n N m +� LO O Q � N F- o LO LO T Q O p T E T rri o0 Z z E T u, m _co n- E 0 U � O Q p c JOB NO: 22-09408 SCALE : AS NOTED SHEET NO. S4 3 w I LO LO i N v N 0 aO rn 0 I N i Q v i in, S O 0 a E CAP C J y r7 Fn O U 0 U v a� 0 a a 0 �o U J N LZ N 0 0 0 rn 0 a 0 CV N 00 0 v 0 Q M v cn SIMPSON HGAM1( W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX.9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS MAX 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, NAILING SCHEDULE FOR SHEATHING SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 ' 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. BLOCKING ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6 O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 3" CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. • THROUGH THROUGH CHORD G H 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END / / "L" BRACE TO EXTEND EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHEN / ; / AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR \ \ \ / \���/ LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING // \\ 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE // \ 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF / \ \ NAILS ATTACHED w/ 1 Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. \\ O. 6O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED \\ O.C. FIELD \\ \ (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1 Odx3" @ 4" O/C FASTEN WITH 10dx3" @ 4" O/C SPACED " " "" BOLT 1/2x 8J2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF.@ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3 @ 4' 0/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM OF LAM NAT ON O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"ALIGNED WITH x2 1/4" TITEN @ 4'-0" O/C STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP N M co SEE STRUCTURAL CHORD BLOCKING N _ NOTES AND NAILING INFORMATION `° 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 2' LEo 1/ (2) 16d NAILS -WOOD TRUSSES `° 00 2"x4" CROSS BRACE APPROX, 8" FROM -2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE ATTACHED W/ 2 -16d 40� NAILS @ EA. END AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ (1) ROW O (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" @ (D = 0.148', L = 3') OR EQUAL (D = 0.207', L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST 4 ROWS OF ( ) O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL THE LAST (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION I I 2x4 "T" ON TOP OF PANEL- EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING,LL WITH '@ 4" O/C CKING / �2� 12dOTOE NAILS (2) NON - LOAD BEARING LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-o,, S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. SCJ 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. vviv i . vr_nnnv�a GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. IOd x 0.131" -NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2) 16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a@ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) LCONT. BEARING DBL. TOP PLATE STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 'L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r- CONTINUOUS BOTTOIII,i CHORD BRACING 2X4 MIN. d w d w 0 o O z O w� v o � 0 ---- O, o Q — — — — Q O � — — — — 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 BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION f c®w ®o cei ' O a, =o p p =, _ a I = C-: (z oe C f6 V N x N O CO sY ... N Y d oc " '3 � R 3: i^7 C© a- o a 'u .o Him O' • •• b-Z ` )' �.% } �• • J S"i G' VCys i 1 e sv O z� U `yam •. C:) _v To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. IN E M Q I,CO,0 U V N N m 0 O O c c2 n N1.0 � LL N M Qj V Q C J W ii J � o Z - 20 o (D N O 02, rn 0 L WW - - w Z L N Z Q J U0 a 04 r 03 o z IN ❑ ❑ M IFMI z a o z N o grow Q J I3_ In r_ :n n' z a cf) o W � V w m � m V O w o N = .) tip U w m J p....; E — zip.. _ _ 8 0 c U) Q CD o CID w M M Z�z zo s z Q U_ cifEz- Z > N Q o w= Z© X O 0 0 U O O a o Qo a z �t Qom �w rp U) _ Y U � 0 0 ¢ Z H O Q W - to —� P < °° '� Z 3 p0< wm d0 �w U �W W O co < F a = co tt zl¢ (U O li > L6 O qm N m Q ^, W L t— T' r T 0 �- U) 2 c°� I— }� m IN^ L / O N a O F- N O oLO T- Q O CN T N m >' r 1'— 00 O Z Z E T cc m a a U Q o c JOB NO: 22-09408 SCALE : AS NOTED SHEET NO. S5 ,� - I. ti-P1r -I i, ,�.s.,i�i� , .ri, e..:�,:. r�. � FI , 2 w I LO i N v cn 0 0 J 4- rn 0 I N 0 12 C Cr 0 i Yrn 3 N 0 i a E E O x o LL 0 v 0 O �I U .21 rz 15 0 J N N O 00 ao v t� 0 a N N 0 00 a1 0 0 ¢ m v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 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 <- 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB —� INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENTUj STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER � w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 `� FOR MORE INFO w 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD � �_ LAYER 1/8" THICK. INSULATION PER CHART ON FLOOR PLAN B R S6 S6 METAL SEAT OR FELT - PAPER FOR MOISTURE a BARRIER a; ARCHITECTURAL FINISH - (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT x a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. n AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY , 411to 6' BELOW GRADE E N ° 4 FINISH GRADE 00 I —III —I I —I I 6x6w1.4xw1.4 III —III —III —III —II III —III —I I —III WWF OR FIBERMESH III II III `' ,.Q "' n °. _ _ _ III —III _ =1 1- _ I I —I I —I I= o_ _00 z _� II I—III=III—I I III —ICI —ICI ' I I IiI a I I I —I I I —I I I T ICI—�II- I ;,11111 I11 I I I 1 I I I —I I —I I —I II I I I STD. 90 °HOOK (3) # 5 REBAR ON 3" CHAIR "'I (SEE DETAIL) W/Y MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION rj"� REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD £ 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPS0N LSTA24 STRAP w/ (8) 1 Od 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. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 7�; "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING 77MTO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. y t 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & 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" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1" 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUST FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER F(MIN. NAILS AT EA. STUD SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH b— a�� e a —a T C d e I 1 CD 1I I-1 1 1- aI�-1 -1I1- �a a ! a • .a. I7111-,11 III-,TI i rl I I —I I III—i I I —III (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. B 15OS RE 1 EXPU1k,TxT SHEATHING 41 PROVIDE BLOCKING AS REQUIRED PER D ❑ SECTION X-X IF U NOT FULL HEIGHT SHEET C z G FLOOR SYST M (2)- 2x TOP PLATE �l BEYOND I � j _T jj II II 15/32" OSB EXPOSURE 1 Li F SHEATHING w x SOLID 2x U) C BLOCKING @ ALL o C SHEATHING 0 OPENING EDGES (SEE SECTION X-X x Lu a0 w C x E F 11 111 2x STUDS w FF T] 11 11 11,,,O�,l BEYOND. SEE PLAN g O "-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI I rl r1/ATIYIAI Ml AnMAAA 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VFRTIf.Aaf.Kl` SECTION X-X SFFA �O�i �qN 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM %" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu -, PENETRATE SURFACE MORE THANy". F¢- ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w 0 NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL, In E O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J ❑ w/ 8d COMMON NAIL J Lu tW O F PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER r O Q of w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. HOOw F O m m J 7 m F u 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL Z O W W F--MEMBER N W O IF GABLE END c NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) 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 w/ (6) 1 Od x 1 1/2" EACH SIDE NiF /0R SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / BEAM 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W 1.4xW 1.4 WWF OR FIBERMESH e ° a E — �--� GCNI a a d M -11—III—I I 1—I a 1 a. -1 I = I =1 a `' 1 III —III —I � I 4' I- -11—W. ` 4 A 4-- (3) # 5 REBAR ON Y CHAIR 4" 1'_8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT N0. OF JACKS &STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. 00 FINISH GRADE 00 u m 9I� CD (a =o > w o .-- b c u cm• c.I .- tA_ a rn coo W _= " w o ac Q W cam' Y y O y 4C kz 0 i is y a� s N {C. Q- c � ea p 0 S�. . --1 ZZ ��i •a• Eti)p' 0 `�,:. 'IT To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code -. Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W 't E 11- C)Q 1. MU Uri N 0 (0N 2oo G .5Lb00 r r (0 -- 0 6rNiv a =��u, ,^ J LL L� D V W = -v d Y z (6 2- @� o t N 0 ��pj6' W m Z U� LL m Z Q J Z N O U 0 < W pp CD M Z N M o g N Va z o Q r Ln a t9 0 Q) +-� w � a 0 g N wa YZ(� U) _ � N O 448— r` o CD JW M Cl) Z A Sz M 2 Q J U_ a. E E8 K �0 Q �© o, M Q Q. X U UO W U 0 o CV �, ¢z o oa wz 9 >_ Ej N Q o W FO Cn C __ C or c N O o, z F Cn G Q W 1 Z 3 op Z O N a � d �W (j ao �~ d� o O wa Wo a� UU V zl4 0 O =N N O I..L > L6 O Itt v, co m 0 a) L sr r r Q r 3 1 0 T Y U U 00 Ln O Q N o LO T O CN Q T O w (0 r r 00 o z CU z E r d U _j Q JOB NO : 22-09408 SCALE : AS NOTED SHEET NO. S6 (MONO) rn w I V7 cV i v Cn 0 0 J 0 0 I Cv N ¢ rn C) N 0 a E F2 E 0 c J ca r7 0 U v U i 0 U 0 a a 0 0 J a� t.Z 0 0 00 °% 0 0 a 04 0 B 0 0 Q m a� v N SCALE: 7' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 SPF NOSING GLUI NAILED MATCH NOS OTHER l \ 0,. 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x DRAFT S P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU / NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E � — FOR DRYWALL SPACING H SECTION VIEW SCALE:' = 1'-0" r —A ALIGN THIS STUD WITH FACE OF 2ND RISER / ❑ SYP CUT TO FIT FRS IN WALL I 2x12 SYP BEARS IN WALL I 2x6 SYP / \ / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE \ (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 1 )d x 1 1/2 NAI I E W "A" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN -1" AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR �1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER;71�� rSIDE) TO BOTTOM EDGE OF 2x12 l STRINGER STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / 1 I I ----- x4 BLOCKING FOR 2x12 /--t-2x4 PT UNDER 2x12 C ' I \ ROVIDE MOISTURE PROTECTION / / LAAATTAACH ALL COMPONENTS \STAIR TO CONC. W/ -1" XTAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND / OF STAIR TO CONC. W/ a' X \ NAILED TO STRINGER / 2 4" TAPCONS @ MAX. 32" O.C. SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF / STRINGER ll TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP / MUST NOT TOUCH STRINGERS fl E --� 2x4 BLOCKING FOR 2x12 SIMPSON A35 I2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER\ (SIMPSON14)1Od MTS12 w/ D NAILED TO FLOOR WITH GLU�7 NAILS) x 1 1/2" STRINGER CONTACT POINTS NAI VVHLL SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" NGER 0 SLUED NAILED SECTION D—D SCALE: 1" = 1'-0" SECTION VIEW "E" SCALE: 1" = 1'-0" —3/4 PLYWOOD 3/4 ON DECK ON 2x8 SYP GLUED H 2x4 SYP BLOCKING AND NAILED TO FOR STRAP / F FRAMING (SIMPSON MTS12 w/ F (14) 10d x 1 1/2" / 2x4 DRAFT 2x12 NAILS) 2x4 STOP TREAD STC GLUED AND NAILE 2x4 2x DRAFTS P 2x4 PT NOTCHED INTO 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLU NOT TOUCH STRINGERS Lx AT STRINGER CONTACT GLUED AND NAILED TO STRINGER POINTS /f'OR DRYWALL SPACING B � H E SECTION VIEW _ SCALE: "" = 1'4" NOTE: 2x8 J DRYWALL STOP / \ NOT SHOWN / STRINGER 'C OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR / GIRDER, FIELD VERIFY y L (2) LAYER q' EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 2' = 1'-0" CONN. TO BOTT, OF NEWEL POST PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" (WALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND ]ED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO kRING WALL BELOW L POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES WALL JOINT YWALL TO ✓ER JOISTS) H 2X STRING R 2X BLOCKING SIMPSON MTS2 w/ (14) 10d x 1 1/2" NAILS 3RDD OR 2X BLOCNG 71 RIS* / VARIES SECTION VIEW "H" SCALE: 1" = 1'-0" N 00 t— d ® W o � p fl co x Ncc N t p 1C d v Q 3 cc _ Y v T _ � c O� J 0 S<•• ....... <� r% UA "T {J rr rqO ��Aa ESCt0 1 !°��f f E a E tiFtl� 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. UN W a d E s �° 3 o m N r 0 00 �; N Q M"T ' w N J C J w w w LL � �Z 11 13 co itoI2 O �o 0 ILaN Z WLL /) .m L0 c0QJ 0 U O U) El El o�IR z QNQ � o N N z 0 0 (1) u- L a--+ (� Cn w U 0 �U') U w E ,la.. S t U o � c U) Q o J w lllllilillglllill co M mIm o s Z Q u c6 E -0 a� E a wz ?o 0a Cho — X U �< Up . U 0 0< O E N z wo 0 6o a Z rw d L ro �< r o m0 10 & z - U) o ' > Zz a� zz a�i $1go a U a0 o� k 3 00 Jz =< = C7 ;o m v zl< a 0 3 s0 = a >L6 O It N m m 0 L' r (� r r r (n .2 N +.j N LO O Q r1*1 N LO F- o LO r Q p -- r m = T CU T i6 00 o Z Z E T— c c Co IL E 0 -j v m ¢ o JOB NO: 22-09408 SCALE : AS NOTED SHEET NO. ST 3 w I LO cV i a rn v 0 0 o 0 1 N v cn 0 Q N 0 a E E: 0 v c J ca v Lz E2 0 �I N U i d: c •o 0 U 9 L N 0 00 0 v 0 0 a N 0 0 0 0 Q v cn 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45' DIAGONAL BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE Bi VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFERr2X 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONAPPROVALFOR CONN. APPROVAL FOR CONN. '�'!' x41 X4 /, 'x4 P.T. 3/16"� X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"0 ' FURRING (2) ROWS 3/16" x 3-1/2�r, TAPCONSTAPCON. INTO TAPCON @ 16" O.C. &STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ M. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER APPROVAL FOR CONIC!' �'% 2x8 P.T. w/ 2 ROWS 3/16" TO PRODUCT 2 EDGE DIST. ( ) x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" ' %/ i O.C. & 4" FROM EACH FURRINI " TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. ' 4" FROM EACH END wl 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12"0' 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX 2'-0" it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK SECTION A -A 8" 8d NAILS AT 8" O.C. AT BUCK (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. -—El 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK, OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) tr 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL K�K� SCALE: N.T.S. SS 1/4" x 3 1/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8" #5 REB, (TYP,) STD. 90' FILL SOLID HOOK BOTH CELLS NOTCH WEB AT +5n FIRST 2 COURSI ...... ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7)1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL, C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS, COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: =III=I I f=III—I I 1=fir * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT ° ' I I I=T=�=�_ ,�_ g * PRESS PANEL REINFORCING INTO PLACE. , °—T' * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ REINFORCING PANEL I—III=I I �- SMOOTH. DO NO FURROW. I F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT �I FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6' MIN. LAP GRADEI- G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE iN ° .p REMAIN FREE OF MORTAR. NOTE: "' z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 0 t TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 „ ( ) () ) 16 MIN. (1-STORY) 3 #5 REBAR. (2-STORY I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ®♦ DO NOT DO THIS ♦` �R YP.) THE S S BRG WALL TYPE -�-- PER PLAN F CHANNEL, FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW FASTENED PER NOTE 2 BELOW-J--�� CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS ( ) e $0 #5 REBAR (TYP,) STD. 90° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (*") 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT S FO SCALE: 3/4" = V-0" (") FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2x0 + 4FNOTN + + + + + + + + + TR 2X4 SYP EACH TRUSS CONNECTOR 0 SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2X4 SCAB FOR Z-6" TO 4'4' O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ + SUPPORT SOFFIT J ENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF CNFFT fly ANn SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:3,Y - NOTCH'*B @ FIRST COURSE ♦♦ ♦® x Z 0 U) 2 LL 0 LLJ U LL I— ZD 0 2"x BOT. PLATE W/ (2)1 Od @ 6" O.0 3/4" PLYWOOD DECKING GLUED _ ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O,C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" -- TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANGi a.; ° RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-Orr 51-0" NISH ------- > Y #5 BAR p. 10 °A. ° CENTERED W/ o 9 H' IN TOP o KNOCKOUT / iv ° CHAIR BLOCK MONO FOOTING a SIZE AND REINF. PER PLAN AND SECTION DETAILS %. • n CLEAN FILL a Jo ° '. DIRT z °•• ° STANDARD o 90• HOOK N #5 BAR IN FILLED CELL, , .�- Sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I I EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N cA 'u t� W mc— o m x c CV Ta N A tC cn o c=a rZ U 0 .tom. AS • •C4 xQR ••J! {. U i oo d ' 15 F 00 r���°f°ddddddd4gEi'�� � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fA W a 0 E M o 5 N co C N v) 0 'n N 0 y � .. - Z. 0 to ter S � m "T Q C J W 0 Z 103 'a W m c o z L (0 � W �N� 3:0 Z IL �2Cn 0] J - , a ; N O U �¢0 00 Z W ❑ ❑ CD z N M o z m N z o � n -o V (n M z a 0 v LL (JJ a ,„ U O Ln V) ,, o y .D CD Ova t- c� C LU oil v ) - ¢ _0 r_ o w M o3 Z Z cd E Q O E os � oL V F @ xo a< oo �U O¢ 0 E o Z iN L wo ¢ O ro . ra CIS o O �w °F co J <� �z ? oa z o g 5� o a �F ¢ O� 00 p > a =O .0 O = > p 191, N m E L T TT T T �.! =3 T m L , O Q N o T O CD T m w T y 00 0 Z Z E r Ca Co a > U Q p JOB NO : 22-09408 SCALE : AS NOTED SHEET NO. SS s U1 LU 0 41 ) ) i I I I I I I I I I I --------------------------- CROSS BRACING DETAIL (TYP.) 1 SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDSS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 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. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ----Z— WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 112" - -- - .< -01 °. (2) #5's CONT. T&B w/ 4„ I 4 #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" ° - GRADE -z cC V-4" PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2" 7- x - 4� • Iw „ - OF z cn • Q- PORCH SLAB SEE N FOUNDATION PLAN w x Uj Q LUI (2) #5's CONT. T&B z w/ #3 STIRRUPS AT CV 4'-0" WHEN DEPTH '- EXCEEDS 30" LOWER OR GARAGE SLAB V-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE. TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) y G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL z 0 Q w J w w w W SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE — PLAN EXTEND _* SLAB 11/2" (2) #5's CONT. T&B w/ LIB - 4 #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH 7 FOUNDATION PLAN ° ` EXCEEDS 30" GRADE - - z 1'4' ENTRY PORCH SILL 14 SCALE: N.T.S. ft WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN INFO REQUIRED 1 1 - MASONRY KNEE WALL MAX 3 100, = COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. I II I II I I I I I I I COURSE FOR BASE SIZE (3) #5's EA. WAY—\ - SLAB PORCH SLAB SEE FOUNDATION PLAN J/ LEVEL 2 #5' CONT T&B / - - - SEE CUT s w CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON LSTA18 (12) 10d NkSEE AILSSIMPSON __w/ HUC410 (14) -I I PLAN AT F__ w/ I 16d INTO HEADER & (6) OR CANT.CENTERED SPLIT TO TIE 10d INTO BEAM - SEE BEAMS TOGETHER I ROOF PLAN FOR MORE I I I I I I INFO I I SEE FLOOR PLAN FOR I I I I I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE — — — — L INDICATED ON BM. & ADDITIONAL INFO. — — — — — — — — — — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE ON OPTION A OPTION B CONNECTION INFO OPTION C SCHEDULDE/PLANM COMMON BM TO POST ATTACHMENT EXTERIOR SHEATHING A ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR TOP OF-qEAM o I SEE PLAN FOR CANT. IF INDICATED 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �y COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. ju �./ BM. SPLICE OVER CENTER OF POST MIDDLE WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. USS/ %2" CDX PLYWOOD OR 3/16" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING N REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 ArL @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ 5/8" EPDXY ANCHOR OR J-BOLT OR %" TITEN HD 2 ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS .� SEE PLAN FOR OPT. a .. 4 x ° ° STAIR INFO. IF °< a ° CONCRETE STAIRS a 4 FORMED &POURED a MAIN HOUSE W/ (1) #5 EACH STEP ° a SLAB 4. 4 4,Q. (2) #5's CONT. T&B W/ #3 STIRRUPS AT ° a ° 4'-0" WHEN DEPTH ° EXCEEDS 30" ,. GARAGE OR N ? ° LOWER SLAB SEE PLAN ° V-4" SECTION GARAGE MONO 21 SCALE: N.T.S. ram•+ CN 0 ® � W osa =— a �� M -.gmx w d o m d � e L d co 'DW, mow`, .`` ` Q al, F �,Ci f''�ftP9Pdllltl!"9� 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. N W It E 0 4 O N � o v y Ib. 4h 0 ��M10 N cnr1� H M,3 -u Q C U_ u w JLLw o_ (' w a 103 Z � V roo_ Y o 7 N W 05 Cow Z co C NZ 0 N = Z OU o W V M z - - o� Z m N z o � -o Q rz r M N z w 0 w o N c N = .o co UML U a � � IBME mI L Z � � zl�•� U o W a, �Q N m � M � w M J o Z2 Q� oi E n. 0 E z ❑ o0 w z > ry QR z o o a Co (— —C1 20 &� 00 0 o E L az <O az �w It3 U) C Q o z z oY h m m W 0 01 <z 2Go c son 2CL 02 go a w C: 3:� ¢0 x � j o W wQ = 0 �o CDI =a aF o O = >L6 0 a; rn ` T 0 Q� L r r r r a Y 00 U') 4-0 Ln .Q M N N O U ~ l� r Q o No r m C r N o0 o Z Z rco @ a o a 0 _j Q o c JOB NO: 22-09408 SCALE: AS NOTED SHEET NO. D1 - - - - I il—.--Tl--- off �GT7- 5:- i I I — — — — — — — — — — — — — — — — — — — (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS 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 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL,USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END 'I A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" �. 2 x SPF EMBEDMENT PAST STEP. �. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 KNF EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 2 x 4 #2 SPF STUDS B G INTERIOR HEADER O AT 16„ O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F TYP. F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE ll D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 6" 1 SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY 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" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING , LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO MASONRY WALL BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB 0 FLOOR + © ADHESIVE TO 2x4 CONTACT SURFACE OA 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 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/1S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL ------_NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7)----TIE BEAM 10d NAILS & (4) 1 /4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. a@ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB ' (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS ;; (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS ' FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ WOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. a@ 2nd FLOOR [DOUBLE STRAP] SYSTEM 42 SCALE: N.T.S SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON- TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER CUSS. 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. EE PLAN FOR CONN. SEE PLAN FOR COL. SIZE =V 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 (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER , (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS Z. FLOOR DECK @ 8"o.c. SIMPSON LSTA30 FROM FLOOR TRUSS/ WOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN. @ 2nd FLOOR/"*4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT' CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT: DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C.TYP T&B SYP U.N.O. I 2 x CONT. T & B SEE FOUNDATION PLAN FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK 2 STORY COL. @GIRDER STUDS BELOW SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ 3" O/C A<�rFN Iq���8 TOA TOP SPLICE PROVIDE 2x4 ON—� TOP OF 2x8 TO BLOCK OUT TOP Ile PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. I I I (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. r BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN —MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR • SCALE: N.T.S. DOUBLE 2x8 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 0 • t ao N = Oa� cs _COoy Nco L. �dd:p WCM R o C, v 0 , %0yg691lbbbbbJ�,����� SOWNSE O C-4 N cd r �� . N A U\O 0�� •. • ' Q •,� F LO w w ARO F E S S `pC� `i�\ b b 1119`100 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. to o ao8 O N � p 0 a N NJ Qj M v 3 at LL ra a ra w p_ J Z — -6 w Y 11 13 r �o y o IY � @ ry Lu 0 I �20) . m w J O ILN ILW i^ N O U U O0 Z W 1:1 El z N M og z o � a J � fl � M LL D(13LU T Q ) O Of V)aim U _ C) o y Q • sm cJ W co M zo z Q E UvC13 =a = >q �o =o E t— X� az oo °Z o E N � wo <o o_ rn om 0 m° o >ICU z —' < ° z o N o< g a T U< � o= � QLL <_ ¢ _ 3 '0 '0 o CD CDa= w �< _ ° `C L6 p 0 m M cM r � r rr-- 0 Q Y LO O U N o M LO r � O CN T E � T O0 o Z m Z E T_ N c tL oco U _j Q 0 JOB NO : 22-09408 SCALE : AS NOTED SHEET NO. D 2 T V, 3 v 2 W LO cV LLJ i ¢ LO CV Lb E v 0 cn 0 CIO I 0 v Vn COV i 0 E F�- E 0 `v c c ca LZ E2 U 0 0 C-> coI U .21 .6 -3 LZ N 00 0 oo 0 0 0 a N 0 CV 00 CID 0 ui 0 0 Q to THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK � c 2) SEALANT JOINT 5 SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE W" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISITIVE BARRIER EXTERIOR WOOD FRAME CONSTR. TAPE SELF -ADHERED FLASHIN a SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. (ASSEMBLED WINDOW) 2 �L WEATHER \ RESISITIVE ' \ BARRIER SEAL TOPS OF JOISTS - UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) / HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure' resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape E DO NO" BOTTO FLANGE SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SINGLE JOIST SELF -ADHERED FLASHING LASHING I I DOUBLE it III JOIST WOOD BEAM BELOW . , SELF -ADHERED FLASHING Q SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asO# in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN �t OPT -- 1'4' PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER z W W U) W 0 W X w 0 U7 WINDOW UNIT FLASHING REQUIREMENTS �- DOOR ROUGH OPENING SLOPE 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4°-1°BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR 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 CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied (A) -7_ _ horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 j R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 2 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. 1 SELF -ADHERED FLASHING , CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED 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 FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashingshall be corrosion resistant. Fluid -applied pp g pp FLANGED WINDOW (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 SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER ` Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM6" RELEASE PAPER TO EXPOSE ADHESIVEASSHOWN) - contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM1h BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNER �' 1.4 In accordance with FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. _ 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING - TCH HERED FLASHING 1 2 4 5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS EKKKN=�� STRUCTURAL FRAMING STRUCTURAL SHEATHING li THIS GAP IS A RESULT OF NATURAL SHRINKAGE. STRIP OF SAF DO NOT SEAL. --- -- I DRAINAGE PLANE WRB DRIP SCREED PLASTIC r ACCESSORY I I BOND BREAK WRB SOFFIT/CANTILEVER SF LATH I Ii li I I I II J P BACKER ROD IS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N 0Z9 C`r1 0 > W o a� C"i caw c14 �LLa N �o d 3 A ai To. a� � � T Ln. �- d .o CV CV 0 CV 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W a E m o V 01 0 (D N 0 2 W ,�� N N V) Z tn��- ajM V 2255z C (au_ 5 LL W 5 - p r d Y coc . �_O w N (o w °' °' m Z LLW Ln N z Q I� 6 r N � 0 o o Z W z N (h o 0 z z o � Q J a � r In111111110 M z a `o +� (� w O N �N w oOft v c E si B C) o w Q N O m o C� ¢ w Z C` 9 o � z < 14 I_ 0z E 0 CI z o Y a vCID Zo M o E K o &� ao <o 00 U U o1 az ¢o J L c - v o� �m m0 1 o C, 1 101 az [ ) N Q o2 Z Z g° Q 3 W LL a z �w U a o a� w �3 >° CD o CD N O >L O a; rn E 2 CD L T (o r =3 r r QY r 0 T- 4-1 LO U N N ~ �± LO LO r Q o r M T CO r 00 o Z Z E T 2 Co d U � Q 0 c JOB NO : 22-09408 SCALE : AS NOTED SHEET NO. WP1 T T .IrI V Motlntirtg Brackets (10 Gi 4-1'!l')(tl-1 r'2' si 2-12' Black Cross Support . (May Ett=r:urya WI SL' Arrivior 1(22 01a. A325 iTyij') ~`.101 $tre'vys A/CUi% tt9m Edge Horrl are $,trap (`i'ypiF 3 in ft�lnt) Front Cross Suppoft �felliFllEri, Self -Lacking Nuts (nay becett to ) :eft Bracket (1 Gauge) #1450-OrElrNySmws,1-tttuBrackou Back Cross Support Irita Al+( Utr tt Raw m ! )de (Typical: 3 each side for hurricane (a )t S'Pria m luel its all 2111fl uctlode -= (T4#*% a -Uh =16 d-luldul ec' gut lTNJ _ R %5d1 ihossielcf4ll PstelliAle flallelp t"taint feffi )r Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards 1W 612421 Product Approval Application Detail &ggg Entity or Did. Dal. pate Pending bare Type version Manufacturer Contract. Enalneer&License Validated By Validated Submitted FBC Approval Approved Status Animation 2020 Smart Vent Products, Inc, Michael Greham Herman IF Naero RE, Locke Barden P,E. 12/16/2020 121&2020 12128/2020 Approved Caregary: structural Components (B77)441-8368 PE-73778 (334)300-1800 Subcategory: Products Introduced ass Result or infoosmairt-loom New Technology Compdanee Method: Eveluation Report from a Florida Registered Architect bra Licensed Florida Professional Engineer F m2.1f8 pFaidaid - - - r - - Quality Assurance Aoorowd for Use Approved far Use acC Desl-n Sao# Protlud Modal. Numher or Name Product Destruction Contract ExofrMlan Date In HVHZ Outside HVHZ Resistant Pressure 1 Smartvent Model 154P 510 # D Function I Fu rut Flood and Ventilation Vent 121312023 Yes Yes NIA +100l-100 2 Smartwnl Made1#1.540-611 Dual Fundlon Flood and Ventilation Vent 1213f2023 Yes Yes NIA +100%tpo 3 SmartVant Model #1540 520 Insulated Flout Vent 1213112023 Yes Yes WA +10W-100 4 SmertVent Model #154P521 Insulated Zod Venl 126112023 Yes Yes NA +100F100 5 2rtV.1t Mad 16&qua; Garage Door Flood Vent 12/mnm?3 Yes Yes NfA N/A 6 141540-524 Smertvent Motle#1540-570 Wood Wall In sainted Flood Vent 12✓"s12023 Yes Yes NIA -100l-1D0 - SmartVent Madel#1540.574 14.5&qua': Garage Door Flood Vent 12312023 Yes Yes NIA NIA Florida Department of Business&Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 I C2021 Code t oI we pplgte Data Principe Jt. Tv oa Manion Manufacturer Contact Ermineer&Licerwa Validated By Validated submitted PRO Approval Aouro-c! Status Revision 2020 Drexel Metals. lnc, Jason Shumate Zachary R-Priest Locke Bovderi P.E. 08/10/2020 08/09/2020 08i202020 ton 32020 Approved Category: Roofing r502'i 303-1511 7E-74021 034'i 300-1800 SubCategory: Metel Roofing Ishumate@drexmet.com Camp Hands Method.- Evaluation bacon from a Floridan 9. t red Pr hlect are Licensed Florida Professional Engineer FL4tti6're-R5 Prpdudls - - QuallivAssurance Approved for Use Approved far Use Irroact o.allial, Sear # Protlud Modet Number or Name Product Deaerlptlon Contract. Exnhadon Data In HVHZ outside HVHZ Resistant Pressure 1 Drexel Meted Roofing Systems DMC t00NS,. DMC 150SS, DMC 175S, DMC 2a0S, 12I312025 Yes No NIA +01-180 OMC5V Florida Department of Business & Professional Regialatlon Page 2 of Building Codes and Standards 252022 Product Approval Application Detail - - - Dodo. EntlN dr Data OateYendlna Type Version Manufacturer Contact Engineer&License Validated ev Validated Submitted. FBC.Aaproval Approved status Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt PE RyanJ. King; P.E. 04I152021 121312020 04/22Y2021 06/082021 Approved Category: Exterior Doors (800) 843-7628 PE-43409 (81S) 767-6555 Subcategory: Swnging Exterior Door Assemblies sjaspcam.nQo thermatru.co Compliance Method: Evaluation Reportfrom a m Florida Registered Architect bra Licensed Florida Professional Engineer FL#2WI3-R6 Prnduclff ' QualiryAssurance Approvedfor Use Approvedfor Use Impact Destan .Sao# Protl.!112tlel. Number or Name Product Descrinttan Contract Expiration Data in HVHZ Outside HVHZ Resistantressure I a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 69#3g8 &quotlmpact&quot; Opaque 12/3112022 No Yes Yes NIA Composite Edge Fiberglass Single Door (Inswng/Outswing XEonflguraton) 2 b. Therma-Tru Fltrer-Classlc and Smooth -Star Nominal 6&#39,8 &quotlmpact&quot Opaque 121312022 No Yes Yes NIA Comppshe Edge Fiberglass Single Door with Sdelte(s) (Ins`wdng/Qulawng; XO, OXor OXO fig-ii.ns) 3 c. Therma-Tru Fiber-Classicand Smooth -Star Nominal 6&#398 liquotlmpacAquad Opaque 12131/2022 No Yes Yes NIA Composite Edge Fiberglass Double Door oath or mthout Stlelites (Inswingl0utswdng, XX or OXXO confdgurallons) 4 d.. Therma-Tru Fiber -Classic and Smooth -Star Nominal 88#39;0 &quotlmpsct&quot Opaque 12/3112022 No Yes Yes NIA Composite Edge Fiberglass Single Door (inswingrcutswdng Xwmiguranon) 5 e. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39,0 &quotlmpact&quot; Opaque 121312022 No Yes Yes NIA Composite Edge Fiberglass Single Doorwflh adelite(s) Onsbnngi0utawing; XO, OX or OXO cenfl urattonic g ) 6 f. Therma Tru Floer-Classlc and Smooth -Star Nominal 8&09,0&quotlmpact&quot Opaque 121312022 No. Yes Yes NIA Composite Edge Fiberglass Double Door wthor without Sidelites (Inswing/Outswdng• XX or OXXO configurations) 7 g. Therma-Tru Fiber -Classic and Smeoth-Star Nominal 58#3e8 &quotlmpact&quot Glazed 1201/2022 No Yes Yes NIA Composite Edge Fiberglass Single Door (Inm,.,mgfQuI..ingX ntigura[on) 8 In. Therms-Tru Fiber-Classlc and Smooth -Star Nominal 5&g39 B &quotlmpact&quot; Glazed 121312022 No Yes Yes NIA Composite Edge Fiberglass angle Do., with Side,lde(s) gnsvw stiOutSwrig; XO, OX or OXO confdguraidons 9 I. Therma-Tru Fiber-Classicand Smooth -Star Nominal 6&#398 & uot'lmp c a t&q not Glazed in q 1W3112022' No Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelites(Inswing/Outei%om X(or OXXO configurations) 10 J. Therma-Tru Fiber-Classlc and Smooth -Star Nominal 8&#3eQ t4quotlmpaotP.quot; Glazetl 10312022 No Yes Yes NIA Composite Edge Fiberglass SilgIh Door (Insa4nglOutswing Xconfiguration) 11 k Therma-Tin Flber-Classicand Smooth -Star Nominal 8&f1390 &quotlmpact&quot, Glazed 12r312022 No Yes Yes NIA Composite Edge Fiberglass Single Do with adelte(s) (Inswing/Outs-g; XO OXor OXO wnfdguraiions) 12 I. Therma-Tru FiblanClassic and Smooth-Stnr Nominal8&#390 &quot;lmpact&quot Glazed 12131/2022 No Yes. Yes N/A Composite Edge Fiberglass Double Door Wth or without Sidelites Inswin9 9 l0utswdn XXmOXXO configurations) 13 m Therma-Tru Flber-Clasela and Smooth -Star Nominal 6&4398 &quot:lmpact&quot Glazed Molded 121312022 No Yes Yes NIA Open Composite Edge Fiberglass Single.➢oor QnswingfOutswing; Xconfiguratlon) 14 It. Therm.-Tru Fiber-Classlc and Smooth -Star Nominal 6&1139;8 &quotlmpact&quot; Glazed Molded 12t312022 No Yes Yes WA open Composite Edge lass Sin le. Door with P p 9 9 9 Glazed Molded Open5ldellte(s) (InswinglOutsvangl XO OX or:OXO contgurations) 15 o. Therma-7ru Fiber-Classicand Smooth -Star Nominal 6&9398 &quotlmpect&quot; Glazed Molded 12/312022 No Yes Yes WA Open Composite Edge Fiberglass Double dcorlAth or without Glazed Molded Open Sddeltes (Inswngloctiewdng XXorOXXO configurations) 18 P. Therma-7ru Fiber Classic and Smooth -Star P Nominal 6&#398& udtfm a uo Opaque a q � P ct&q t, 1213112022 No Yes Yes WA Composite Edge Fiberglass angle Door with Molded open s Is XO OX_ or OXO adelite ()(nswin (Outg P g vin -fdguratdpns) Con 17 q. Therma-Tru Fiber-Classlc and Smooth -Star Nominal 6&#39,8 &quot;lmpaot&quot Opaque ID512022 No Yes Yes NIA Com E e Fiberglass Double Door with or Composite Edge 9 without Glazed Molded Open Sdehtes (Inswing/Outswing• XX or OXXO cunilgurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel d t IF2021 Qplk Entity an date Data Deal Pandinc Data Type V rsslan Manufacturer Contact Brain -A Llcense Validated By Validated Submitted PBCAlroreval Approved Status Revision 2('20 POT Induarle, Jan, Rosocski Mieml-Dade BCCO-: CER Miami -Dade BCCO -VAL 111182020 1:02612020 1124/2020 Approved Category. Exterior Doors (941) 485 0100 (786) 315-25K Subcategory- Sliding Exterior Dacr Assemblies )rosarski@pglindusmesd Compliance Method: Certifvel,cm Marx w Listing arm F L#251-R:g1 Prododt4 - Quality Assurance Approved for Use Approved for Use Impact . Design Sear k Waduct lu)Rlt:. Numher or Name Product 0-11otion Conalte Exoireu-Data Is' HVXZ Dutside HVHZ a� Pre=sure S SODS570{Large Missile impact) Vinyl Siding Glass Door d4H 021 Yes Yes Yes N)A May 27, 2022 PRODUCT APPFXVAL E AFC iION SHEET(2022) As rewired by Florida Statute 553.842 andFlorida Administrative Code 9E 72please provide the infvrmaticn and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying fbr a Category/Subcategory Manufacturer Product Description � R Approval 1'��un�bec s pP � � Test Pressures E . Date R 1. EXTERIOR DOORS A. SWINGINGThermaTru Fiber -Classic andSmooth-Star(NON-MPA T) FL 04 1.1 +67.0/-67.0psi 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL 04 +67..0/ 7'.0 psf 12/31/2022 ThermlaTru Fiber -Classic and Smooth -Star (IMPACT) F1 20470 +80.01- 0.0 psf 12/31/2022 S. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0140.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/ 00 #1105 (8 7) FL 48.3 +31.01- 5.0 psf 12/31/2023 Wayne -Dalton Series 8000/81001 00 ##11 3 1 X7 FL8243,10 +30.0/-33.5 psf 12131/20 3 Wayne -Dalton Series 800013100/8 00 ##11 4 (16 7) FL8 48.11 + 34.4/-3 8.3 psi' 1 /31/ 0 3 D, METAL LOUVERED DRS Curries D11tIS(c�n of AADGr Inc 7 7 Single & Pairs of Doors 807t 07F 27r747fand 847 S ngl FL115 7.1 NIA see inst sht � 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and moors Series 1815 FL17499.2 +60.01-00.0 psi 10/8/2023 PCT Series 5500 FL239..2 N/A 7/30/2025 E. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55..01-55.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +80.0/-80.0 psf 4/3/2023 POT Series 5520 FL243. NIA 4/3012025 D. MULLION MI Windows and Doors Series 5764 FL153a3.2 NIA 121-41/2024 POT Series 5500 FL281.1 NIA 5/2202 E . OTHER 3. PANEL WALL .lames Hardie Building Prod. C m I nk La Si and HardiePlank La Siding e p a p ding p � FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 E. SOFFITS Alside i Soffit Solid and Vented Vinyl S fitL rX FL15272.1 - F 15272.2 75. ,f 75.0 psf 0 12/31/2023 Al ha Aluminum Inca p f Solid and Vented Aluminum Smolt FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER. toe ROOFING PRODUCTS A. A,SPI-IALT SHI IOL.ES OAF 3 Tab, Dimensional FL101 4.1 N/A 12/16/20,22 E, UNDERLAYMENTS Tlemkio (r Shingle Roof) 151b Felt Underlayment F L 12328 NIA 6/2912023 Plyglass USA, Inc. (fbr Tile Rom POLYSTICI4 TU MAX FL5259 NIA 12/2/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson ,Arch Metal Comp. Oft` Ridge Vents FL18918.1 - FL18918.4 NIA 919/2028 Florida fetal Products, Inc Vent RV10 FL2150.3 NIA 12/31/2024 L�manc�, Inc DA-4 Exahust Vent F L17202.1 psi +97.5/-97.5 f 12/1 12025 E . ROOFING TILES B oral Tile Villa 900 F L7849..27 - FL7849.2 NIA 12/31/2025 Boral Tile Saxony 900 FL7849,18 - FL7849.20 MIA 12/31/2025 F. METAL ROOF Drexel Metals., Inc. DMC 100NSF DMC 150SSF DMC 175S1 DMC 200Sf DMC 5V FL17679..1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/3112022 All American Shutters & Glass Galvanized Steel Storm Panels FL17889.1 NIA 12/31/2022 5. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ LISP Structural Conn.. see chart ANCHORS Simpson Strong -Tie see chart E. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVLf PSLf LSL FL8527,1 - FL8527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9111/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A /2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following infbrmation must be available to the inspector on the jobsite; 1) copy of the product approval, 2) AP P U CA NT S IGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 013 1252022' code Entity or Pile. lee Date Pending Date TVoe Version Manufacturer Contact Engineer&License Validated. By Validated SUlarghted FBC Approval Approved Status Revision 2020 Therms Tru Corporation Steve Jasperson Lyndon F-Schmidt, P.E. RyanJ. King, P.E. 07I23f2020 07112/2020 07/29/2020 1011 W020 Approved Category: Exterior Doors (800) 843-7628 PE-43409 (813) 767-5655 SubCategory: Swinging Exterior Door Assemblies sJaspemcmtgthermatru.co Compliance Method: Evaluation Report from a miste Florida Registered Architect or a Licensed Florida 9 Professional E ngmeer Quality Assurance Aooreved for Use Approved for Use Impact Deslan See n -Product Model, Num bar or Fame. Product Description Contract Exorration Date in HVHZ outside HVHZ Resistant Pressure 1 a. Therma-Tru Fibea-rlassic and Smooth -Star Nominal8&#30;8 &quot;lmpact&quart; Opaque 12131/2022 Yes Yes Yes NIA Composite Edge Fiberglass singleDoor tlrmwrg Outsw ng; X configuration) 2 b. Therma-Tm Fiber-Claseo. and Smooth Star Nominal 8&#39 8 &quot:lmpsdt&quot; Opaque 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass angle Doorwlth adelte(s)(InsvwnglOutswing XO, OX or configurations) 3 c. Therma-Tru Fiber-Classlc and Smooth -Star Nominal 6&#398 &quat;lmpact&quota Opaque 1213112O22 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or Without Sitlelites (Inswing/Outs+ling; XX or CXXO configurations) 4 J. Therma•Tru FioenClassicand Smooth -Star Nominal a&#39;0 &quotlmpact&quart; Opaque 12r3112022 Yes Yes Yes NIA Composite.Edge Fiberglass Single Door (I-Wnglourmwmg, X configuration) 5 e. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&939;08quotlmpad&quot Opaque 1.2r312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Doorwith Sideli[e(s) oradW nglOut9wing; XO, OX or OXO configurations) 6 f. Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#39;0 &quot,lmpad&quot Opaque 121312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or vethout Sidelites (Inssvtng;Outswing.)Oor 6XX0 configurations) T g. Therma-Tru Fiber -Classic, and Smooth -Star Nommel 6&439;8 &quotlmpact&quart Glazed 1 V312022 Yes Yes Yes NIA Composite. Edge Fiberglass Single Door (tnsw irgfOutswdng, X configuration) a h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39 8 &quot:Irnpeot&quot Glazed IM112022 Yes Yes Yes NIA Composite Edge Fiberglass Single D-with Sidelite(s) (InevwngiGurswing; XO, OX or OXO configurations) 9 i Therms-Tru Fiber Classicand Smooth -Scar Nominal i)&#39;0 &quotlmpact&quot, Glazed 1213V2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or wlthcut Sidelites (I-Ang/Outaving; XX or OXXO configurations) 10 f:.Therma-Tru Fiber -Classic and Smooth -Star Nominal 83#%;0 &quotlmpact&quart. Glazed 12r3112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (InswinglOuts ing; X.configuration) 11 k. Therma-Tru Fiber -Classic and Smooth -Star Ngminel 8943BO &quot,lmpsct&quat; Glued 12J312022 Yes. Yes Yes NIA Composite, Edge Fiberglass Single Door lliith Sidelke(s) (InswinglOutvmng; XO, OX or OXO configurations) 12 I. Therms Tru Fib -Classic and Smooth -Star Nominal 8&#39;D &quotlmpack&quol; Glazed 12/31/2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or without sideline (Inswing/Outswing; XX or =0 configurations) 13 m, Therma-Tru Fiber -Classic and Smooth -Star Nominal fi&#39;8 &quot;lmpact&quart; Opaque 12f3lf2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with. &quot;Nor,-1mpect&quart SIdellte(s) (Inswrig/Outswing, XO, OX orDXD configurations) 14 n. Therms-Tru Flber-Classlc and Smeoth-Star Nominal 6&#3RS &quotlmpact&quot; Opaque 12J312022 Yes Yes Yes NIA :Composite Edge Fiberglass Double Door wfh &quotNon-Impact&quota Sidelites(IrmWrr lOwm,,%ing; OXXO oprlfigumtiorl) 15 p:Therms-Tru Fiber -Classic; and Smooth -Star Nominal8&#39;D&quotlmpact&quart Opaque 12/3112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with &qu of;Non-I mpad&quot'.Sid a Iits(s) (InswnglOtrtswing; XO OX or OXO configurations) 16 It Therma-Tnl Fiber -Classic and Smooth -Star Nominal 8&#39; 0&quotlmpact&quart Opaque 121312022 Yes Yes Yes NIA Composite -Edge Fiberglass Double Door with &quart;Non-lmp"Ittch ct, Sldelites.(InaMng1OutswAng; OXXO configuration) 17 q.Therma-Tru Fiber,01 ssicand Smooth -Star Nominal 6&#39,8&quet;Non-Impad&quoL Opaque 12J3112022 Yes Yes No NIA Composite Edge Fiberglass single Door flnswngfOutswdng; X configuration) 18 r. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#39,8 &quot,Non-Impact&quct Opaque 1 MI f2022 Yes Yes No NIA Composite. Edge Fiberglass Single Door with Sdelte(s) (Insvdngroutswing; XO, OX or OXO configuration.) 19 s. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8&quot;Nan-Impaot&quct Opaque 12)3112022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without Sidelites (i-Inglauts,+sng, XX or OXXO configurations) 20 t. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:0.&quot:Non Impact&quot Opaque. 1213112022 Yes Yes No NIA Composts Edge Fiberglass Single Door (I-sing/Outswng, X configuration) 21 u, Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#39D9quot:Npn-Impaot&quot. Opaque IM1 f2022 Yes Yes No NIA Composite Edge Fiberglass Single Doorwith Sidelites) (Insvwng(Gutswing, X0, OX or OXO conflourabons) 22 v.Therma-Tru Filter Classicand Smooth -.Star Nominal8&fA390&qu I:;Nor1-Impad&quart Opaque 121312022 Yes Yes No NIA Compo-site Edge Fiberglass Double Coo,wth ar without. Sidelites (IhswinglOutswmg; XXor OXXO configurations) 23 w Therms-Tm Fiber -Classic and Smooth -Star Nominal 5&#39;6 &quot;Non-Impad&quart Glazed 12131/2022 Yes Yes No N/A Composite Edge Fiberglass Single Door (i nswinglOutswing; XconfiguratJonj 24 x_ Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:8 &quotNon-Impact&quol; Glazed ID3112022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sidelho.(s).(InsWng/OumWng; XO, OX or OXO :configurational 25 y. Themne-Tru Fiber-Classicand Smooth -Star Nominal 6&#39;8&quct;Non-Impact&quot Glazed 121312022 Yes Yes No NIA Composite Edge Fiberglass Double Door Witt or without Sitlelites (InswingfOutswing; XX or CXXO aonfigurations) - 26 z. Therma Tru Fiber-Classicand Smooth -Star Nominal 8&#39:0&quat;Non-Impact&quol; Glazed 121312022 Yes Yes No NIA Composite Edge Fiberglass Single Door (I nsvnnglOufswing;.X'configuration) 27 za. Therma-Tru Fiber-Clarasiq and Smoott Stav Nominal 8&#390&quabNon Impact&quot, Glazed 1213112022 Yes Yes No NIA. Composite Edge Fiberglass Single Door with Sidel te(s) (Inswl nglOutswi ng. XO, OX or OXO configurations) 28 zb. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39,0 &quat;Non-Impad&quot,Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Double DoorWinor without Sitlelites (InswingfOutswirrg; )Xor OXXO configurations) Florida Department of Business & Professional Regulation. Page 1 of 2 Building Codes and Standards 1512021 Product Approval Application Detail Code EEntrarLor Date to bate Pending Date 1Vpa Version Manufacturer Cal Emir, aar&Licansa Validated av Validated submitted FeCAoomval Approved Status Revision 2070 MI Wlndors and Doors Brent 9illinger Luls Robe no Lomas Steven M. Unch, PE 16/0612020 10/06/2020 10n912020 121152020 Approved category: EMeFjQr Doors (717) 3S5.3300 PE-62514 i;717)317-8454 Subcategory: Siding. Exterior Door Assemblies bsitingergarmidcom Compliance Method: EviiNatim Report from a Fl.oiida Registered Architect are Licensed Florida Prof ssdbnal Engineer Ft:#'15332-ASProtldeis - - QualityAssurance Approvedfor Use Approved for Use Imoaa Daehn Sea Protluct Model. Number or Name. Produet Desprintlon dontraot Efiehadotn Date In HVHZ outswo HVHZ a sit 1 re 5 re 1 SERIES d20 ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO 12131/2024 No Yes No NIA 145 314&quoti80&quot; NON -REINFORCED 2 SERIE5420ALUMINUMSGO SERIES 420 ALUMINUM SGD OX.XO.XX 12131/2024 No Yes No N/A e6&qu d;x80&quol'. .ION-REINFORCEC 3 SERIES420ALUMINUM SOD REINFORCED SERIES 42C ALUMINUMSGO REINFORCED OXO 12f31/2024 No Yes No NIA 145.3/4&quptzMihquo; 4 SERIES 420ALUMINUM SOD RENFORCEO SERIES 420.ALUMINUMSOD REINFORCED OX. 12431121324 No Yes No N/A X(I. XXS6&quot;)96&quot; 5 SERIES 420ALUMJNUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XKK 12r31/2024 No Yes No. NIA 143&quohx96&qupU C.d. r,moo Manufacturer Revision 2020 Wayne -Dalton, a division of Overhead Can, Corporation Category-. E tenor Doom SubCatgary' Sectional Esteri., Door Assemblies Cpmplianca plathect Evisustion Report from Floods Rag lsteredArch itect or Ldcensad Florithe Proteeslotral Engineer FiA8248-R9Produet. tie] #. Product Model. Number or Name. 3 8000i810018200#1105 10 8009/81041t1200 p1123 11 800018100MI200 41124 Florida Department of Business & Professional Regulation Building Codes :and Standards Product Approval Application Detail Page 1 all 1RJ12b21 E Data Oats Data Pandnp Date Contact Enalnexr& Llcense Validated 5V Validated Submitted FBCAppraval d Stags �_ alldale � Approve 0-yne Mom. John E. Scares Jeffrey P. Ameson. P.E. 101122D20 09202020 10232020 12/15/2020 Approved (330) 763 8121 PE-51737 (904)821-5200 dkomishrbwayne-daliori c arm Cualih Assurance Aopr-rid for Use Auomvadfar Use lm act Oesr, n Product bescrlotlon comracrExplratlon Date In HVHZ outside HVHZ Resistant Prey 9&k39; Max vi dth. 148035; Max height. Glazing 121312023 No Yes Yes +31.00/-35.00 available In top or intermediate sedion. 16&#39: Max width, 14039: Max height. Glazing 12/312023 No Yes Yes a30.40/-33.50 available In lop or inlannedlate sedion. 16&#39: Max width 148#39 Max height. Glazing 1213l/n23. No Yes Yes -34.40/-3B.30 available in top or intermediate section. Florida Department of Business & Professional Regulation Building Codes and. Standards Product Approval Application Detail Page F1 t 512021 Code entity or Data Data Date Pendlna Pin# Srgli Ya-rmcar Correct Encloser&License aaU_it--t_d F5C Aopmyal BPP�o'Ie 3S_al_li R".16. 2020 Curnes Division of AADG Inc. Tom RatteY UL LLC lFay BishoP,P.E. 12/10/2020 12/012020 1.212120 ApP roved Category: Exterior Doors (641 I494-2813 f954)947-0880 Subcategory: Exterior Door Components tvnreday�asseehloy.co Compliance Method: Certification Mark Listing m Ft#11501,l Predgels Quality Assurance Approved for Use Approved for Use Impact Deslon Sao# Product Motlal. Number or Name Product Dezcriatian. Cdnlrad E-inglan Dale. In HVHZ outstae WHIZ Res75tanl Pre5.u'e 1 50T.707, 727, 747.757 777 and 847 Singreand Pairs of Flush Gleaetl and Leavened sdngl'e-cl pairs of 12/312025 Yes Yes Yes. NIA Doors hollow metal Doors Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 6zpz1 ProductApproval Application Detail Code Entity or Data Deco Data Plnding Date Ttl. version Man so urer Contact Engineer&Llcense Validated By ValdtlMed Submitted FBC Am-[ Aeoroved Status Revision 2020 MI Ytlindo'wls and Doors Brent Brings, American Architectural Steven M. Urloh. PE 11/17IM20 I1/i TM20 1127/2020 Approved Category: Windows (717)3s5-3300 Manufacturers Association (717)3T7-a 454 SubCategory: Single Hung IdgU ngerRilmrrd.com Compllance Method: Certification Mork: or Listing Qual7N Assurance Abonered far Use Approved far Us a Impad Oesion Sea # Protlud Model. Number or Name Product Deserl Mlon Contract Excitation Date In HVHZ outside HVHZ Resistant Pre..eUM 2 185 SH 52x72 FiNFlange Frame IG/SG Single Hung 1 DI06l2023 No Yes No +6DI.60 Laminated Glass �F /fin }r a--r W O 0-0 •• Ca cu N O O O O W _O E L.L. 0 - W i }e _Q Q �M1 -0 .= ��U/� VJ E Z Z W J f� -4-assill' z CIO CU _ > 0 ^L rL O CDL Q O ''W^^ V, UM� W O LM W Q W Z J z Q J SHEET NO. PA 1.0. l;!!'� �Ii111_T {.f a _, � 4 .. 4 �s rr r '4 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paue60f9 Florida Department of Business &Professional Regulation pager oft 1252D22 Building Codes and Standards I51=1 Product Approval Application Detail Ccgg Entity or Die Date DO Fending Date. Tvoe Version Manufactij Contact Endineer&License Validated Br Validated Submitted FBC Approval Anprovetl status Revision 2020 Therma-Tru Corporation Steve.Jaeperson Lyndon F. Schmidt; P.E Ryan J. King, P,E. 10/072021 0911B2021 10/132021 12115T2021 Approved Category; E KtP.rhQr Doors (8003 843-7628 PE-43409 (613) 767-6555 SubCategory: swfngi rig Exterior Door Assemblies sjasperson@thermatru.co Compliance Method; Evaluation Reportfromet m Florida Registered Architect or Licensed Florida Professional Engineer E,FL#28461-R7.Prottu`tts,:...I I . I I ...,.. :.. -,. Quality Assura n ce Androved for Use Aoorovetl for Use Impact Delskin Sag # Product Model, Numbepar Name Prod uct Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 e. Therm.-Tru Fiber -Classic and Smooth -Star Nominal 8&#398 &quor,Non-Impagt8quot Opaque 1213112022 No Yes No, NIA Composite Edge Fiberglass Single Door (I nsvwngl0utsw mg; X configuration) 2 b. Therm.-Tru Fiber -Classic and Smooth -Star Nominal 6&#39,8$quot. I mpactr'fquot;. Opaque 1B13112022 No Yes No WA Composite Edge Fiberglass Single Door with SidelRe(s) (InevmnglOutswtng' X0, OX or OXO nfigurafion.) 3 C. Therma-Tru Fiber-Classlc and Smooth -Star Nominal 6&,si &quot Non Impact&quot Opaque 12/31/2022 No Yes No NIA Fiberglass Composite Edge Double Door vAth or Wihout Sidelites (InsvAnglOutswing; XXorO)OXO configurations) 4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7&#3910 &quat,Non-Impact&quot; Opaque 12131/2022 No Yes No Ni Composite Edge Fiberglass' Single Door (InsWnglOutswing; X configuration) 5 aTherma-Tru Fiber -Classic and Smooth -Star Nominal 7&#3RO&quotNon-Impact&quot; Opaque 1213112022 No Yes No NIA Composite Edge Fibergiass Single Door with Sidelite(s) (ImewnnglOulswing; XO, OX or OXO configurations) 6 f. Therma-Tru Fiber -Classic and Smooth -Star Nominal:8&#39;0&quotNon-Impact&quot; Opaque 12131=2 No Yes No NIA. Composite Edge Fiberglass Single Door (ImamnglOutswing; X configuration) 7 g. Therma-Tru Fiber -Classic and Smooth -Mar Nominal 8&#3go, iquot Non-Impact&quoti Opaque 12MV2022 No Yes No NIA Composite Edge Fiberglass. Single Door with - Sidelde(s) (I nswinglOutsvdng; XO, OX orOXO wrifigurations) 8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 88#39;0&quot;Non-Impact&quota Opaque 1213112022 No Yes No NA Composite Etlge. Fiberglass Double Door with or Wthout Sidelitesjlnswingtoutswingl XX or OXXO rxiitfiguratione) 9 i. Therma-Tru Fiber Classic and Smooth -Star Nominal 6&09i8 &quot:Non-Impact&quoC Glazed 12/3112022 No Yes No. NIA Composite Edge Fiberglass Single Door (Inswing/Outswing:X configuration) 10 j.Therma-Tru Fiber-Classlc and Smooth -Star Nominal 5&939,8&quoLN0n-impact&quot, Glazed 12MI12022 No Yes No NIA Composite Edge Fiberglass Single Door wth Sioeirle(e (I nswnglOUtskMng; XO, OX or OXO configurations) 11 k Therma-Tru Fiber -Classic and Smooth -Star Nominali6&#3918&quokNcn-lmpad&quota Glazed 126112022 No Yes No N/A Composite Edge fiberglass Double Door oath or without Sklelites.(lnswing/0utsving; XXor OXXO configurations) 12 I.Therma-Tru Fiber -Classic and Smooth -Star Nominal 7&#39;0&quotNon-Impact&quot; Glazed 1213112022 No Yes No. NIA.. Composite Edge Fiberglass Single Door (inswnngtootswing; X configuration) 13 m,Therma-Tru Fid—Classic and Smooth -Star Nominal7&439;O&quotNon-Impact&quot; Glazed 12131)2022 No Yes No N/A Composite Edge Fiberglass Sing le Doorwith Sidelde(s) answinglOutswing; XO; OX or OXO configurations) 14 I. Therma-Tin Finer-Classlo and Smooth -Star Nominal 8&939;C &quotNoh-Impact&quext; Glazed 12/3V2022 No Yes No NIA Composite Edge Flherglass Single Door (lnswingfOutswing; Xconfiguiedon) 15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal B&#39 '&quotNon-Impact&quot; Glazed 1213112022 No Yes No `NJA Composite Edge Fiberglass Single Door moth Sidelrte(s) (InswinglOutswnng: XO, OX or OXO alnilguratlnns) 16 p Therma-Tru Fiber -Classic and Smooth -Star Nominal-8&#39;0 &quotNon-Impact&quct; Glazed 12/3112022 No Yes No. NIA Composite Edge. Fiberglass Double Door with or Without Sidelites (InswingfOuteang; XX or OXXO configurations) 17 q. Therma-Tru Fiber -Classic and Smooth -star Nominal 68#39;8&quot;Non-Impact&quot, Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door with Transom (Inewing,iOutswing; O/X configuration) 18 r. Thermal-Tru Fiber -Classic and Smooth -Star Nominal 68#39;8 &quot;Non-Impact&quot Opaque 18l31I2022 No Yes No NIA Composite Edge Fiberglass Single Doorwath Sidelite(s) and Transom (Insaingl0ufsweng; O/XO, O/OX or OJOXO configumv-S) 19 s. Therma-Tru Fiber,Ciassic and Smooth -Star Nominal :8&#89,8:&quotNon-Impact&quot; Opaque 121SV2022 No Yes No N)A Composite Edge Fiberglass Single Door with Sidaibe(s) (Ids,-anglOulsvAng; XO, OX or OXO Continuous Hand and Sill connguratldns) 20 t.Therma-Tru Fiber-Classlo and Smooth -Star Nominal 8&039;0&quota Non-Impact&quot; Opaque 1213112022 No Yes No NJA. Composite Edge Fiberglass SingleDoorwith Sidelite(s) (InsmhnglOutsvwng; XO, OXorOXO Continuous Head and SII configurations) 21 u.Therma-TN Fiber -Classic and Smooth -Styr Nominal 6&H39;8&quotNon-Impact&quota Glazed 1213112M No Yes No NIA Composite Edge:. Fiberglass Single Door with SIdeIRe(s) (InswnnglOutsvnng; XO, OX or OXO Continuous Head and Sill configurations) 22 v, Therma-Tru Fiber-Classlo and Smooth -Star Nomin-a1.8&939t04SkquotNon Impact&punt Glared 1213112022 No Yes No. NIA Composite Edge Fiberglass Single Door with Sldelitr(s) (IriewinglOutsuing; XO, OX or OXO Continuous. Head and Sill configurations) 23 W. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#S0;8 &quotNon-Impact&qudt Opaque 12/31/2022 No Yes No NIA Composite, Edge Fiberglass Door Panels with Vented Sidelite(s) (In-AriglOUtswing; XX, XXX or X)VG( configurations) 24 x. Therma-Tru Fiber-Classicand Smooth -Star Nominal 8&#39p &quotNon-Impaut&quot Opaque 12GI12022 No Yes No NIA Composite Edge Fiberglass Door Panels with Vented Sidelite(s) (I new rigiOutswing; XX, XXX or X)= c onfigumtions) 25 y. Therma-Tru Fber-Classlc and Smooth -Star Nominal 6&#39;8&quxt;Nan-Impact8,punt; Glazed 12131/2022 No Yes No NJA Composite .Edge Fiberglas Door Panels vAth Vented Sidelae(s) (InswinWOutswing; XX XXX orX)X(- configurations) 26 zTherma-Tru Fiber -Classic and Smooth -Star Nominal B&#39'0&quct,Nonimpaol&quot'Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Door Panels with Vented Sidelite(s) (InmMngJOutsw1ri XX XXX or XXXX configurations) 27 'za.Therma-Tor Fiber -Classic and Smooth -Star Nominal @&'#39;8&quot;Non-Impact&quot Glazed 12131f2022 No Yes No NIA Composite Edge Fiberglass Single Door with 3&#39; 0 Side@e(s} (InsvwnglOutzWng; XO, OX or OXO configurations) 20 at.Therma-Tru Fiber-Classio. and Smooth -Star Nominal b&#3g'5l1 not Non- &'uo' Glazed m Ira ct Gla d o Pa 9 t 2! 1 1 3 /2022 No Yes No NIA Composite Edge Fiberglass Double Door with 3&09:0 Sidi (lnslnng1OutsMngl OXXO Conrigufatlon) 29 zc. Therma-Tru Fiber -Classic and Smooth -Star Nominal. 8&.03R0 &quot;Non-Impact&quilt, Glazed 12I31/2022 No Yes No N/A Composite Edge Fiberglass Single Door with 3&039;0 Sidelte(s) (Inswwng/Outswing; XO, OX or OXO configurations) - 30 zd.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:0:&quotNon-Impact&quot; Glazed 12131 12022 No Yes No NJA Composite Edge Fiberglass Double Door with 3&#39.-0 Sldelnes (InsvdngJOuteWng; OXXO configuration) 31 ze. Therma-Tru Fiber-Classicand Smooth -Star Nominal 7&#39;0 &quot;Non-Impact&quot; Shaker 12/31J2022 No Yes No NJA Series Composite EdgeGlazed Fiberglass Single Door vlith or without .1 94392 Sidelde(s) (InsvdnglOubazing; X, OX XO or OXO configurations) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FL#5259-R31 Code 911tAyLgEr Date Die Date Date Status .pe Versjon Manufacturer Contactgi r Validated By- Validate Submitted Pending, Approved Approved Revision 2020 POLYGLASS USA Maury.Alpert, License John W, 10/25/2020 1012212020 FBC 12l15f2020 Category: Roofing S954233133OSmalpert@polyglass.tom RobertNieminen Knezevich, PE Aiproval Subcategory: PE-59166 (954)772-6224 1110112020 UnderlaY meets Compliance Method: Evaluation Repgrtfrom a Florida Registered Architect or a Licensed Florda Professional Engineer FL#5268-R31Products gull :Assuranca Aitpravedfor Use gflptOVed for I fop — ssf Sep# Product Model.Nrm ter or Name Product Descri ion Contract E2piration in HVI outside HVHZ Resistant Pressure Data 9 Polyglass Roof`Underlayments Roofing underlaymeMs. IN21=22 No Yes NIA 4NJAI-622,5 1 Pplyglass Roof Undedayments (HVHZ) Polyglass roof underlaymeMs for use in FBC12i2312023 Yes No NIA NIA HVHZ jurisd(etiori4. 2 Polyglass Roof Undedayments(non-HVHZ) Polyglass roof underlayments, for use in lZ2312023 No Yes NIA +NJAI-6Z2S FaC non-HVHZ jurisdictions. 1 Polyglass Roof Undedayments (HVHZ) Polyglass roof underlayments for use in FBGlZ2312023 Yes No NJA NJA HVHZ junsdictons 2 Polyglass Roof Undedayments(non-HVHZ) Polyglass roof underlayments, for use in 12/232023 No Yes NJA +N1AI-622,5 FBC non-HVHZ judedictons. 1 Polyglass RoofUnderlayments (HVHZ) Polyglass roof underlaymentsfor use in FBC12123l2023 Yes No NIA NIA HVHZ iuriedictions. 2 Polyglass Roof Underayments (non-HVHZ) Polyglass roof underlayments, for use in 12123i2023 No Yes NIA 4NJAi-622.5 FBC non-HVHZ jurisdictions. I P of lass Roo Underla menu (HVHZ) Polyglass underlaymentsr se • n FB P yg f y { ) yg rooffo u m C1?J232023 Yes No N)A N!A HVHZjurisdictions. - 2 Polyglass Roof Undedayments(non-HVHZ) Polyglass roof underlaymerits, for use in IW2312i723 No Yes NIA -N1A1-622a FBC non-HVHZ jurisdiction.. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Code Entity or $gtE ,Der. Data Remain, Die. y.e2 Version Manufacturer contact Enameer&Llcense Validated av Vallcided au I FrICAoprival Approved $ two. Affirmation 2020 PGT Industries Jens Rbso,rshi Miami -Dade SCCO - DER Miem(-Dade BCCD-VAL I1M2D20 i1N52W0 iifti/2020 Approved Category: Wndolve (941)486-0100 (766)315.2890 SubC [ g ry.Slnde Hung Losowskilgp9dridusMes,c Compliance Method: Cerlc an Mark or Listing om F 8-R28Produtit Ogent, Assurance Aaorond for Use Aoorovetl for Use lmoact Design sSee # Product Model. Number or Name Product Description Contract Expurallon Dare In HVHZ Outside HVHZ Reeli Pressure 2 GH5600 :L.m. Missle Impact) Vinyl Single Hung Wind— 07nG)2025 Yes Yes Yes NJA Florida Department of Business & Professional Regulation Paget art Building Codes and Standards 15/2D21 Product Approval Application Detail Code Errtity nr Q2jp 221,11 net Pendna pile, D22 Venal- Manufacturer Conrad Enarneer&Lgense Validated W Validated Submitted FBCA aroral Approved Status Affirmation 2D20 PGTlndustrie s Jan. R.a.-Ill Mlam1-Dade BCCD-CER MIamr-Dade BCCD-VAL 11 5 020 1,05 20 N 2 9 20 1 12020 1 11 1 roved App - Category: Mndmas (941) 486-0f 00 (786) 315-2590 S.hCategary: Fixed jrclaxeski4gpgtindustrieso Compliance Memod• Cemficafion Mad, or Listing on, 41-62434241ilroQacts - "I _ - ,, ,: ,... - - - C,ediv A ... raaco Adbn-,el for Use Aceraved for Use red oaet. Boston $eaA Product Model. Numb or Name Product Description Contract E.01alion Dale in HVHZ. Outside HVHZ Resistant Pre_=pre 5 PW 5520 (Lnrge Missle Impact) Vnyl Flxed'Wind- 0413012025: Yea Yes Yes NIA Florida Department of Business & Professional Regulation pager at Building Codes and Standards 12021 Product Approval Application Detail Cod- Entity or Cato core Date Pamlico Date T". version Manufacturer Contact Enarneer& License Validated Sr Validated Submlttetl FBC Aoomval Aoorovetl status Revision 2020 James Handle Buddirg Products.Inc. Chad Diercks V. Arnim,, Tan John Southard, P.E. 01/0512021 12J142020 01/062021 ding FSOAnion Category: Panel Wells f900) 545-8359 PE-81662 (352) 367-2528 -- Subcategory: Siding 0.d diercka&xdm,sherdi Compliance Method (-valuation Report from a e.com Flonda Reglelered Architect ore Licensed Flonda Fiercest ... I Engineer Fj&300.ltr8 Products ' _ Quality Assurance Aoorovetl for Use Approved for Usa Ittrgtt, esl n Sea a Product Model. Number or Name Product Description Contract Expiration Date In III outside HVHZ :Res s ant Prey 1 Cem nk Ls .Sid p p g 'fib r sidih1M1,12023 nS lap g , Yes Yes N lA N/. A 2 Hertleplsok Lap Siding #bar -cement lapsiding 12(312023 Yes Yes NIA NIA Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 10JSI2c2I Product Approval Application Detail Cgdg.• _ 1t O�ia g- Data Bole Pending Dig Tpa version Manufacturer Comad. Enoinear& License Validated 8, Validated. submitted FBC Anororil Aopmved Status Ra'4aldn 2020 TAMKO Building Products LLC Kern Eden Robert Nreminen John W. Knezevlch, PE IM42020 09/292021 1CJ122020 12`15ao2c Approved Category: Roofing (417)824-6644 PE-59166 re54)772-6224 auhC.1hap : Undernyme Ns kerh_eder@temko.com Compliance Method: Evaluation: Report from a Roads Registered Architect ore Licensed Florida Profesawnal Engineer F4fiti528-Ag Prbducts:, - , Quality Assurance A oorondfor Usa Aporovod for Use Imo. t c d D tip Produdli odel, Numbergr Name Product Des rinifan Contract:Ezoirall- Date. in HVHZ Outside HVHZ Resistant pressure 1 TAMKO Roof Undenaynrl(HVHQ) Ropiundedayments forusen FBC HVHZ 0N292023 Yes No MiA NJA jurisdictions. 2 TAMKO Roof Underlayments(NCN-HVHZ) Roofundedayments for use in FBC nw-HVHZ 062B2023 No Yes N)A NIA Iffrlsdidiahs, Florida Department of Business & Professional Regulation pager aft Building Codes and Standards 11`72021 Product Approval Application Detall C.d. Entity or Der.. ate. Date Pendlno Dase Type Version Manufacturer Contact Enarneer&Llosms. Validated By Validated Submitted FBC Auoroval Aatxbved SepiaRevision 2020 Lornanco Keilnna Jolley James L Buckner, P.E. Steven M. urleh, PE 1123/202D 11232020 11292020 ring FBC Appn Category: Roofing (501)988-6163 PE-31242 (717l317-8454 SubCategory: Roofing Accessories that are an kielleyelomt"o.com I ntegral Part of the Rodin g System Compiler.. • Method: Evaluation Repad soma Florida Registered Architect or .neon sad Florida Professional Engineer FL#177a2 R9 Products ^ .. , I . � „ `. ` Quagty Assurance Aporoyed for Use Approved for Use Impact Coalition Eao # Product Model. Nuarbar or Nam, Product Desc kshan Conrad Ii,pi,alitin Dal. in HVHZ Outside HVHZ Resistant Pr.ssum 1 Deck -fur-" DA-4 or7Rl-Burt Deds-Nr DA-4 Lrn Profile, Polypmpylene Plastic, Roof Vent 12/102025 No Yes No ±07.51-97.5 Mechanically Attached to Py;vood Deck: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 1 1252022 Code Entity'or Qgte, Date Data Pending Data Type Version Manufacturer Cantaet Engineer&Lidense Validated aV Validated Submitted FBCAmmoval Approved status Revision 2020 All American Shutters and Glass Mike Barbieri Frank L Baripardo. RE Troy Bishop. P.E. 1012812020 10Mi2020 11512020 12I512020 Approved Category: Shutters (561) 7125882 PE-0046549 (954) 947.0880 SubCategory: Storm Panels mikeb4gallamericanshutte, Compliance Method; Evaluation Report home racom Florida Registered Architectora Licensed Florida Professional Engineer F1.C11178as-R3Frotlucts Quality Assurance Approved fici Approved for Use Impact: Design Sep9 Product Model, Mum tier or Ham a Product Description Contract Expiration Data rn HVHZ outside HVHZ Resistant Pressure 1 249a Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 12J31l2022 Yes Yes Yes NIA Page 1 e2 Florida Department of Business & Professional Regulation 1.2021 Building Codes and Standards Product Approval Application Detail Pagel aft e11'Wul Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pager oft 1152021 Cade - _ Emlinter Date Date Date Panting Date Tvoe Version Manufacturer Contact Enoinear&Lions, Validated . en Valitlated Submitted FBCAporaval. Aoo,oyed Status R"Mso ? a i n 020 Wi tl 9 oars MI n tNS n0 D Brent Sifli er American Architectural Steven M Udch PE ng Am u IOMB12020 101082D20 '101192C20 Approved Category: Windows iT17)365.3300 Manufacturers Ase.latfon (717)317-8454 SupCategory: Horizontal Sutler bsitlingerammd.com Compliance Method: Cerdflcatlon Mark or Listing FU#1$391=R8-PC odusis QuzJIN Assurance Approwolfor Use Approved far Use. Impact Boston sego Product Modal. Number or Name Product Description Conlrant Exobation Date In HVHZ Outside HVHZ 3 Resistant — Pmestlr i He Ias Mn and Flange Frame 71x621nsuletad Glass OV162024 No Yes No a55/r55 Florida Department of Business & Professional Regulation Paget dt Building Codes and Standards l5fm2l Product Approval Application Detail Cod. . .. Entity or ..Date Data Dais pendiho Date Type Version Manufacturer Contact EngineerB Udetsa Validated By Validated us bmitted FBC Aw val Aoorovetl status Revision 2020 'MI Wind—, and Doors Brent sitiinger Luis R I RE .Steven M. Udch, PE 104e=20 10/082D20 101102020 121i52620. Approved Categ ry: Windows-. (717) 365.3300 PE-62514 (717)317.8454 subcategory: Mullions bsdlinger@miwd.com _ Compliance Method: Evaluation Report from a Florida Registered Architect are Licensed norlaa Profeseanal Engineer o16153-Ai ri. P Produ Quality Assurance Approved for Use Aonroved for Use Imoegt Base! Sauk product Mods. Number or Name Product Deseription Cmltracl Expiration Dale HVHZ In outside HVHZ Resistant Pssure re 2 5784 Vertical N—mr, Mullin 12/312024 tub Yes Yes N/A Florida Department of Business & Professional Regulation e.g.2 d2 Building Codes and Standards 1002021 Product Approval Application Detail . .Code _ - - Entty or Oats to Date Pending U-16 - T.oa Version Manufacturer Contact Engeteer It License Validated ev Validate Submitted FSCAonrov,t Aovroved status Retlslon 2020 Aside Nick Thompson Lyndon F. Schmidt. P.E. Ryan J. King, P,E 07JI52021 027152021 02222021 W13/2021 Approved Category: Penal Walls c330)922-2389 PE-43409 (813) 7G7-6856 SubCategory; Sorts nlhomosan@. side.com Cximpliande. Method! Evolualled Report from. Florida Registered A,chil.ot ar a Licensed Flodde PI.N.lanal Engineer PLrM5272-1101aduets _ - - I 1 r:, - Quality Assurance: Approved for Us a Approved far Usa Impact pasirm son d Praduct Model, Number or Nacre Product Daecrlpti- coMracl Expiration date In I outside HVHZ Resistant Pressure 1 a. &quor2T8iquot: Split Vent or Sold Vinyl Soffit 12131 Q023 No Yes No NIA 2 b &quot:Nllance T4&qed: Sofnt Vent .r Sdd Vinyl Soffit 12/319023 N. Yes No NIA 3 c &qud;Graendnar Vilm.Qe 8eaded&.439: Soffit. Vent or Sold Vinyl Soffit 12/312023 No Yes No NIA 4 d:&qugt95&quol Sbgtt Vent or Sdid Vinyl earn 12/312023 No Yes No NJA 5 e. i:qud;Charter Oak&quoi; Soffit Vent or Shctl Vinyl.. Soft 12/31=23 No Yes No NJA 6 f, 8qud:Supar Span&quob Soffit Vent or Sdid Vinyl Soffit 12/312023 No yes No NIA Florida Department of Business &.Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 aft 162031 - code - En ltv W - cla", Date Date Pendlno , to TV.a. ys•n.-n Manufeco., Correct Erdinler&Licanse Validated Fie Validated Submitted FBC:Anal Athov,' Smei ay Revrsian 2020 L.V. Thompson, Inc. dba Thompson Architectural Tony Christman Zachary R. Priest Steven M. Unch, PE 09/17/7020 09/162D20 09222020 IV15/2020 Appro✓ed Metals Company i TAMCD) t813r 248-3456 PE-74021 f717)317-8454 Category: Roofing tmyggometelroonngg—rip SubCategory: Roofing Accessodes that are an Integral Part ofthe Rmfing System Compliance Method: Evaluation Report hem a Florida Registered Architect Bra Licensad Florida Pre,10.1onst Engineer FL#169111-R3 Products „ . Quality Assurance: Aoorovetl for Use Approved for Use igium RUM Sae# Product Model. Number or He.. Praduct Description Contract Expiration Date In HVHZ Outside HVHz alsiI erasing. 1 TAMCO Flat Top Oft -Ridge Vent n4lh Bade for Till 26 ge. static roefveirtiletor with barge 09/0e2026 Yes Yes NIA WA 2 TAMCO Gooseneck Vent 269.. 09/02i=e No Yes N/A -01-52.5 3 TAMKO OR -Ridge Roof Vent whin Berta 26 ge..ratio roofvernleter 11th integrated baffle 091OB2026 Yes Yes NJA NJA 4 TAMKO Round Top Off -Ridge Vent+vfth Bare for The 26 ga.- static roofventilaterwith baffle 091092026 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.g.I d3 117)2021 Cad. EnlM or -. - is - •. oat- - oat. Pendrna Date Tvoe Ver=ion Manufacturer Conrad Enarneer&License Validated By Validated Submitted FEC Approval A RNtl¢J Status R"alon 2020 Retail Boding Anderson Robin IA:PMO Uniform Evaluation Gary W. Walker 11/03/2020 11IU22020 11/05/220 Approved Category'Roofing (W1)380.609f Services LLC. (205)854.0160 SubcategoryRooting Tiles RobinAndersorQboral,ce Compliance Method! Evalustlen Report from a to Product Evaluation Entity Fi#xa49:R12 Prbtluots ' Quality Assurance Approved for Use Apormedfor Use ItneAd Design Selig ProdIModel. Number 11—ex PrextactDe motion C.ntrac[ Exnuatlon Date in HVHz. Dulsrtl. HVHL Resistant. Pressure 16 Saxony Shake. Slate, Country Slate Split Old English Flat Prfle- Denver, CO 121312020 No Yes NIA NJA Thatch& p Impact 17 Saxony 600- Slate. Shake Sapp: Split Shake Flat Profile - Stockton. CA 121312020 No Yes MIA NIA Saxony 600- store , Shake&amp; Split Shake Flat Profile - Relic;CA 12/312020 No Yes NJA NIA i6 9 Saxony 700 Shaker Slate &amp, Split Shake Pie idoil sockion, CA 421312020 No Yes NIA NIA 20 Sezony 700 Shake, Slate &amp, Split Shake Flat Prom Ri.R., CAA 121312020 No Yes NIA NIA 27 Tells Espana /Be, rcSdr2 High Pefil Katy. TX 121331=20 No Yes NJA PUA 25 Who Low Profle - Katy. TX 12/312020 No Yes N/A NJA Florida Department of Business& Professional Regulation P.ge rd1 Building Codes and Standards V712021 Product Approval Application Detail code _. .. .. entry or .. to pka Datepsendno ,oatr . Tvoe Version Manufacturer Contact Enarneer&License Validated Be Validated aubmeted FBC Aoorova Atmrond Status Revision 2020 Alpine Stuart. Lewis ICC Evaluate, Service, LLC William M. Ranieri, PE 10J3112020 IO2V2020 111152020 11i052020 Approved Category: Structural Components (321) 710.3377 (407) 681-1917 SubCd.gl ry' T pas Plats siewisgalPlnet'e."m Ccarripliande Method Evaluaf on Report from a Product Evaluation Entity =FL49b&R7 Prpgucts: „ , , , Quality A.surarwe Aperond for Usa ApV,vad for Use Impact Design set" Product Model. Number or Name Product Descrmllon Conrad Exolrellon Dee In HVHZ Outside HVHZ Resistant pressure 1 17W SCGIAlone Higher Strength tH &amp: Sj Mat.1 Corrector Plate 12/312024 Yes Yes NIA NIA 2 17W BCGIAIPIns Hinge Plate Metal Connector Plate 12131QO24 Yes Yes NIA N/A 3. ITN BCGIAiplire 7rurox Metal Connecter Plate InI2024 Yes Yes N1A MIA 4 ITW BCGIApine Wave Metal Connector Plate 1213IJ2024 Yes Yes WA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 af2 912a/2021 C entry -or Data Date Date Pending Nate node_ -- Entity or - note pate Oat,: Pendlno poop - O - Entity or Bile; Date Date Pendlna _Y Data TV., Version Manufacturer Contact Engineer&Licenee Validated Dv Submitted onroA--adValidated FBC Aval A --ad Status Noe Version Manufacturer Contact Engineer& License Validated Va lidated alle 5 dated ubmltCed FBC Approval Alln.yed stratus ]"re Version Manufacturer Contact E-ineLearrse er& Validated By Validated Submitted FBC Approvalro Ampwd Statute Revision 2D20 MITek Inc Erin Walden ICC Evaluation Service. LLC n ICC Evaluation 9ewbe 081112027 00/102021 08/1212W1 r ovtl Apo a Revision 20 20 Weyerhaeuser s7 ey 'S ICC Rob Id Eveluetlon Service LLC Le E.2020 Ian hrer. P.. 02A2201 iD 13R020 2 1 62N3/2021 awed Ap p Affirmation 2020 u Inc,cose F4PnaN minum. In . Siva Luis R. Lomas Steven M, Linen, PE. 1/ -0. 1 1G/ 1 16202 IV20 020 Approved 02 category; Strucl rel Components (952)698-6635 LLC. Category; Structural Cpo ants (253)9246476 ga6)839-328a Category: Panel Were racy)509-2008 PE-62514 (717)317-6454 Subcategory' Truss Plates sweldengmil.com 12g5)599.9Eo0. s bC 1 g ,y Engineered Lmber R.eb ne IdvFn Qweyarha SubCategory: Starts alphaeluminuminc@yaho Compliance Method: Evaluation Report from a Compliance Method- Evaluation Report from a Buser cam Cbmpllance Method: Evaluation Report from. o.cam Product Evaluation Entity Product Evaluation Entity Florde Registered Architecture Licensed Florida FL#21si-R9PFbduds - ' � - - ft:#g52r-It11 products' -' . .... ,. Professional Engineer ., Quality Approved for Use -- AppYOyed far Use Impact Des __. Clualdv Aasurar,ee Aaoravatlfor Use Aoordyad for Use Impact Des1on FLfN63d4-A5 Products` ' ,.- ., ...,. .., :: •, ::., ,,,, <. ..- '`' ,.,.. -... .`' L. '' e # Product Model. Number or Name Produc[Deserlpdon Contract Explratlon Date InH Z Outside HVHL Resistant assure See A. Product Model. Numberoc.Name. Rodi DesePlisdon Contract ExMreflon.Date In HVHZ Outside HVHL Resistant Pressure Duality Assurance Aoorovetl for Use Aonray.d for Use act In 1 M18AHS 18 Be, high strength trussconnedar plate 12/312022 Yes Yes NIA NIA 1 Mlcrollem LVL Laminated Veneer Lumber 1113 12021 No Yes NIA NIA Sob # Praduct Model Numberor Name P,,d,.i Dosnrlption Contract Exvirznm Date In HZ- outside HVHZ Resistant Pressure. 2 M188H8 18 a. super hi strength truss connector late g M P 12/312022 Yea Yes MIA NIA 2 P-11— PSL Parallel Stand Lumber 031312023 No Yes NIA WA 1 .Alpha Aluminum Vented Aluminum Soffit' solid damp; Ahnha AlMU Vented Aluminum 07/302023 No Yes No MIA 3 All nn 16 ga. Wss connector 12I312022 Yes Yes NIA NIA 3 Tmher5tre nd LSL Laminated SYrendLumher 03l312023. No Yes NIA NJA CMu &amp, Wad.. &ar soffit! CMU &amp; Wood 4 8 M718H3 16 Be, high 5tmngth tNss connector plate thin. 12/312022 Yes Yes MIA NJA 4 TJ Rim Board Structural Composite Lumber of ONeMetl S[rand 0313112023. No Yes H!A N1A 5 MT20HS 20 oa: high strengthm% connector plate 12I312022 Yes Yes. NIA N/A 5 Weyerhaeuser Rim Board board Rim Solid Orlentad. Strand Board Rim Board 03812023 No Yes NIA NIA 6 TL18. MT18 18 ga. tmsa..nectar plates 12/312022 Yes Yes M/A MIA T1.20• MT20. 20 ga. those connector plates 12/al2022 Yes Yes NJA I'VA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 102D21 Code Ifflity or Date Data Date Pendlno eats Tea version Manufacturer Contact Engineer & Licari Validated By YVV✓fid.tall Submitted -FBC Approval Approved Status Revision =a MI Window and Doors Brent Stringer Amen ... Aron tectural Steven M. Urrcn, PE 1122/2020 11/22f=0 11282020 Approved Category: Windows' 47171385-3300 Manufacturers Assmation (717)317-8454 Sub Category: Fixed bsiningeramiwm.con, Compliance Method: Carl ficaton Mark . Listing 'FuMR1-R14Prodarnis , .. 5'r ', ; .. - Sea R Product Motlel• Number or Name Product Description d i suranca la la Ate- Contract Erplratian n n f r Us Apr vetl o e A Dale In HVHZ n -xid f- Us m or a Outside HVHZ Legast Resistant Dr.sm„ Pressure 1 185 PW 73 u.721...listed Glass 04/031202S No Yes No •S01-60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 1 102D21 Co92 -` —. —. -_. EntitV o .. __. - �itg Data, Gan Pandinp _ 9312 _ T /a Version Manufacturer Correct Engineer& Lions e Validated By Validated suhmiltod FBC Acnroval Appr... d t tus Affirmation 2020- PGT Industries Jens. R...-il Miami-Oage BCCD -CER Miami -Dade RCCO-VAL I1N52D20 11/052020 11R1IM20 Approved Category: Wrdows (941)486-0100 (766)315-2590 SuhCafeg.w: Mulllms Jresowsk(@pgdndusutes.c Complishica Method: CadNdeden Mark or listing or PL#M-R13'Products '•. - _ 9-lily Assurance Aoorovetl for Us. Aomavad for Use D m act Deal - e Saul Saul Product Model, Number or Name Product Desedptlon Contract Expiration Date 1pHVHZ Outside HVHZ Real%.nl Pressure 1 Mullions for.All Doors and Wind— Aluminum Mullions 051262025 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Building Codes :and Standards Product Approval Application Detail Pagel d2 1MfZD21 W_ Gotla .. NA _ Ent ivo _ _ Us Data Pending Dataa Neeversion Manufacturer Contact Engineer &Llcense Validated By Validated Submitted PBC Approval Approved Status Revision 2020 GAF Michael 5110 Robert Nreminen John vv. Knezevlch, PE 0926202C 09212020 10102/2020 1211$12020 Approved Category: Roofing pm 765-3411 PE-59166 (954) 772-0224 Subcategory-, Asphalt Shingles: mstiCAlMgaLcom Compliance Method: :E,N.St cn Report from a Florida Registered Architect or a Licensed Flonda Prolesslonal Engineer Idf1a42dJ'R7E PrbtWeis '. - -. Quality Assurance Approved for Use: Ap craved for Use Impact costa, Sea# Produet Model. Number. or Nam. -Reduct bescriodon CoMracl Exnirat on Date in HVHZ outside HVHZ Resistant Pressure 1 GAF Asphalt Raof Shingles Fiberglass reinforced 3-tab. errdnated, 5-lahand 121162022 No Yes NrA NIA hlprrldge asphalt shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oft 102021 - CC d. E.tlw or _ are ire Cape Pending s. date Typo version Menareetuner Correct Engineer &Llcenseyelidated-By Validated Submitted FBC Approval Approved Status. Revision 2020 Flonda Metal Products Inc. Clark Jones James L. Bucket. P.B_@ Steven M. Urlch. PE 09272020 0925/2020 IM042020 12/1612020 Approved Category; Reefing (904)783-8400 CRUCK Engineering (717) 317-8454 SubCategory- Roofing A. oce`osores tilnt:erd. an olerk@flam d.m PE31242 Integral Part ofthe Rdceng System Complland.Method; Evaluation Report from a Flonda Registered Architect era License Flonda Proflealonel Engineer F6k255B0.Rr_.4 duets - 1 - �. - Q-11ty Assurance Approved for Use Approved for Use Impact Design Base Protluct Motlel Numherar Name lo_l Pr.dud Description Contract Exofration Date m HVHZ Outside HVHZ Resistant 3 f FLAMCO ! ;RV'i0 Ridge Vent&qu.1: Aluminum Ridge Vents for pitched roofs fabricated I21312024 No Yes No NIA from 0 42Y Auminum Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1 nr25022 Code Entit a_ D9te Date Date Padding Data Z_- Version Manufacturer Contact Engineer &License Validated Validated Submitted FSC Approval Approved status Revision 2020. Global Protection Products, LLC. Tim Rotimson Walter A. TTIIb Jr., P.E. John W, Knezevlch, PE 091082020 09J0&12020 IDMI 2020 121/612020 Approved Category: Shutters (954) 689-7545 PE-44167 (g54) 772-6224 SubCategory Storm Panels tim.robinsonCgppentcom Com pllance Method; Evaluation Rsport from a Florida Registered Architect ora Licensed Florida Professional Engineer FL#1(W$Aa P udfs � ' Quality Assurance AnarovedforUse AppjrbyedfidrUse Imaad ❑eslan- � soq fr ProductModel Number br Name Product DescriMlan Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized 'Ste al Storm Panels retained 1213IM22 ga Yes Yes Yes NIA or not by tracks to provide hurricane protection. 2 24 Gage Galvanized Steel Storm FaOel INHVHZ Corrugated Galvanized Steel Storm Panels retained 121312022 No Yes Yes NIA or not by tracks to provide hurricane protection. Florida Department Of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Coo. Entity or Tvoe Version Manufacturer contact Enoinear & License Re 1 r, 2D20 Commercial Concrete ProductsJnc, Robert Gillis Samuel A. Greenberg Category:Structural Components (613 ) 059-3707 E-3 245 P 4 SubCategory: Products Introduced as a Result of precestcrd-@yehoo.com Neer Technology Compliance Method: Evaluation Repot from Ronda Reg L red Arehrectora Licensed Flonda P doss anel Eng naer FLAn446:ProducLS set.# Product Model: Number. or Name Product Description 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels Page 1 at ilir=21 Data oat 4 Oars Panding pate Validated By Validated Submitted FBC A,, —,I Aoorovetl Status John Hoy I W62020 I2r162020 12r2112020 drtg FBC Appn (352) 588.5311 Ouaidv Assurance Aooreved for Use Aoorovetl for Use Impact De.tgn Contract Exoiratlon Date In HVHZ 'Outside HVH R.Sistirl Pressure 05/252024 No Yes N/A NJA May 27, 2022 C_ N ^, L = C0 L C6 � .#._A U 70 0— •♦J CM WcCn (1) 0 U) . C_ UtV^— -0 L C O /`MLA/ ii ^' 0 O O CU L_ O . = -0 p ^0 ��/il V i n' W > Q 1^i l< 4 Z Z W J N ( 00 - N ;10 110-- �.x) W J,a; +tea ii !.� C d^�, N LA. Cry N " .= �C N � 3 4r �Ir : "IP 0 a) = 42 W (d % A 3 .3 a . 740 im it0 59 +' 2 �- as 40 L' � so a -6-0 0 N ��� v JJ M O CL — C) = ' `_ V O LL a— Vi MM W 0— H L_ CW C G Q z Z Q J 0- SHEET NO. PA 1,1 - - - - __ i I ��i II � ( - li .{J (2) W - c_ `/ i Cu V/ U N O -a Simpson strop Tte 20�0 ABC Approved Products p g pP For diro4t links to all SST approvals listed belcW, CitCK HERE u datad12r3o,2o o- p z _ Simpson Strong -Tie n Tte 0 4 FBC Approved Products is p n o g � � pp o uc For links SST listed below, CLICK HERS. red 2 0 a Updated , r� r2a� . _ Simpson Strong -Tie 30�0 FE3C Approved Products links C._iCK updated,2r-s0lzaza •- _ Simpson Strong -Tie 242{i FBC Approved Products links, to WOW, updatad,2l3ol202a N Q O O � ^^ s , ,. direct to all approvals „ For dlredt toall SSTapprovals listed belnvo, HERE For direct all SSTapprestals listed CLICK 85REF For additional Inform@flo.pregarding Statewide Product dManbode :olnyN.o.fYGe f,RppaplsaGa.{h.D.. ,..CLCP HER For addItIanal tn(arma4io.nregaidn,g Florida's Product Approval System anbNa .lDade County tY Nodes of AcapaFlc {F.J.bA}�JCKEi o� ,l IMa. "aro.n regs.rda..g FIoildasStetewld Product System Mara)-Dado County Notice of AGr-Paace:{POA},�UCK H_a - Far additional information regarding Florida'sFlGrldasStatexlde Product App oval5ysiem and N9are-Count - Notice otAcepa9ce.(flA},tuck "ERE .Jade _ � U FL#2335-R7 FL#f0446:R6 FL#10456-11s, 11 FIU5, HlJSC seines hangers Face -mount hangers available in widths ranging from 1.51&" to 3- =3 M Y) 9116',arnd heights rariging from 4,51i6 to 11' Concealed flange � V Sao ,# Product Modal, Numbar or Name Product Description Sec # Product Modol, Num bar or Name Product Description Sea # Product Model. Num barer Name Product Descrintfan version (HUSC) available for Models haVing Wdth squalto Or 0 O �L 1 Then 5�inless Steel Concrete Masonry Screw (lTkf 5S) i14' diameterTiten'stainlesasteel rlasanry screw. 1 A21 A23, A33;,A34 R35. A44 Angles 1 13T,13TB BTH BnakTleS greater than3-9116' L 2 APA21, APA4, APA6 APVA21, APVA4, APVA6 Outdoor AccentsAngles,2 CMST12. CMS714, Civ1ST018 Coiled Straps 12 U$serias?hangers Foce•rhount-hangeie, available in widths ranging from 1-7/8" to s- 0 Q 3 AP1344, AP644R, APVB66, APSWR, APB80I AP688R APB'1010 APB101 OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS1$ =D ICS22 Coiled Straps 5/8 and heights ranging from 9.114" to 16' _0 O L.L _ 1509589-Rs, APVB44R APVB56. APVB68R, APVBSB; APVBSSR, APV31 DID, APVB101 DR 4 CSHPI8, CSHP20 Coiled Straps 13 LIUS 25 SDS; LGU3153-SOS LGU5:`25.5DS Face -mount hangers (� O 4 APDJT24 APDJTZR-4,APJDJT26,APDIT2R-6,APVDJT24,APVDJT2R4,APVDJT26, Outdoor Accents. beck JePstTies 6 CTS218 CompressioniTerlStrap 14 LU24 LU26,LU28,LU210 Face -mount hangers (Q O Sea# Product Model,NumberarName Product Description APVDJT2R-6 6 DSP,'SSP;TSP SWilltoPlate t're 15 WC282 LUC2r0z Face -mount hangers -0 O 1 SDI DII2DBB Outdoor Accents Connector Screw 5 APHH46,APHH46R APHH610,APHH61OR" Outdoor AccentsHeavyHariger 7 H1;H10A,H2.5A,H3,Hai H7Z,H16,H1'6S,H15-2,Hie-2S HurrlcaneTies 16 Li series hangers Face -mount hangers available in widths ranging from 1-9/16"too Q) U)U) L � L }� 2 SD9112, S49212; SDI C112, SDI 0212 Strong-DriveSDConnectcr5crew 6 APL4; APL6 APT4, AP76, APVL4, APVL6. APVT4, APV76 ©utdoorAwents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HOT-4 HeavyOioderTleccinn 518" and heights ranging from 3" to 10-15)16' . O 3 SD911ZSS, SM12SS Strong-DnveSD Con7iectcrS$ Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210. APLH21OR CutdowAttentsLight Hangers 9 HS24 HurricaneTie 17 MGU3.63-SDS; MDS, GU6,25-SMGU5.50-SDS, MGU5.62-50S, MGU7;0D-SDS Face -mount hangers � (a �� � �- 4 SDCF 434 SDCF2 r . DCF 2 . S F227 r SDCF 2 S C 2,>12. 5 2 614, DC 00, 2 858, D H`22101A, - S'trrmg C7nve SDCFtTlmbar CF Screw 8 BVL� BnakVertsPr J-edger Connector 10 HSS2-SDS1 5; HSS2-2�DS3 HSS23-SDS3 HSS4SDS3 Heavy Stud 511se 18 __ MlU setter hangers „ 5 Face -mount harlgersavallable m+raldths [atigingttom 1.9116 hr o- � � ! ^ . _ V J Q SDCF221134, SDCF221334, SDCF271958, SUCF272356 9 CBT2Z, CBT4Z Concealed BeamTles 11 HST2, HST3, HST5, H87M StratghtStraps 1/8" and heights ranging from 6-15116"to 19 1l2", s SDCP22434, 8.DQP22512 SDCP226IA+ SDCP22700 $DCP22858 SDCP22912, Strong•DriveSDCPTimber-CP Screw 10 GJT3Z, CJT4Z, CJT5Z, CJT52 Concealed Joist Ties 12 HT516, HT820, HT.S24, HTS28,. HTS30, HTS30C Heavy Twist"Strap 19 MUS25 MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT1-4 Deck JoistTie 13 HTSQ1 GKTZ. HTSQ20KTZ Heavy Twist Strap 20 SUR SUL: SURC SULCsenoshangers Skewed face-nmuhthangers available in widths ranging fra,m 1- 6" SDHR27400 SDHR27614, SDHR31400, SDHR31614 Strong-Dave-SDHRComha#Hsad Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9116i and heights ranging from 3-1110- to 1334' 7 SD825112 SDS251.34, 8DS25200, S0525212, SDS25300, $DS2551.2„SDS25412. Strong -Drive. -SIDS, Heavy -Duty Connector Screw 13 FCA,:FC•6 Framing Clips 16 L§TA9 LSTA12;'LSTA15. LSTA18, LSTA21. LSTA24, La"TAu.O; LSTA36 ;Shatght$traps Concealed flange version (SURE SULC] available. for all double so625500. SDS25500,.5DS25800 14 FWANZ" Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models, on ly acuteflange is cdneeale-d', a SDS25112SS, SDS2520OSS, SDS2621"2SS, SDS253DDSS SDS253128S Strong-Drive-SDS Heavy -Duty Connector SS Screw Is GA1 GA2 Gusset Angles 17 LT020, LTB40 Bridging.. 21 U series hangers Face -mount hangers available in widths rangingfrom 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong-DTiveSDWF Floor -to -Floor Screw 16 H2A, 1,12.5T, H6, H10A-2, HI US, H14„ HGA10 HurncanaTies 18 LTS'12 LTS16; LTS18, LTS20 Light TwistS`trap Wand heights ranging from 2518' to 11.1141' 17 18 HCJTZ HH4, HH6 Heavy ConcealedJoist-rier19 Header Hangers 20 MGT MST27 MST37, M8748, jW60 MST72. MediumGirderTiedowb ShatghtSt'aps FL#10007�R8, 19 KBSIZ Knee -Brace Stabilizer 21 MSTA9., MSTA12 MSTA16. M5TA1A, MSTA21, MSTA24; MSTA30, MSTA.36, MSTA4g StraiigtitStraps FLY610667-R6 20 1-30, L50, L/0, L90 Angles 22 MSTG2$ MSTC4Q, MSTC52, V$TC66, M$TC78 Stratght Straps sea 0 ProductModel. Number orName Product Description 21 LCE4 Post Cap 23 MSTc4aes,MSTcesin Pre -Bent Straps Sao Product Model. Num bar or Name Pneduct Description I ATR316, ATR1r2, ATR5/8. ATR314 Threaded Rods 22 LS30; LS50, LS70,LSs0 Skewabl6 Angles- 24 MSTI26, MST136, MST146, MSTI60, MSYI72 Straight'Straps 1 BA series hangers Top flange hangers available in widths longing from 1-9116" to 7- 2 ATUO5, ATUDB-2,,ATUD9, A7UD.9-2 ATLI ATUD14, ATUDiA 2 Aluminum Take-LoDeuice 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSIS, MTS18, MT8201 MTS240MTS30, MT630C MediumTwsI:Strap '118' and heights ranging from 7-115'to 3Q", 3 18- B 3 B 5 1. BP3 2, P112; BP112. P ($ 2, BP5 8 3, BPS/4, BP314 3 BPRTU03 4 Bearing Plates 24 LSSJ26LsZ, LSSJ261'kZ LSSJ2$LZ= LSSJ28RZ, LSSJ210LZ, LSSJ2IORZ Field Ad ustadle JaokHan Hanger j g 2fi NCA2x10-12 NCA2rd2.12 NCA2X8-16 NGA2x10-16 NCA2x92-12 _ . Bridging 9 9 2 DGBF series hangers ng „ To flange e s v th fr _ _ p f ng hang r available In Wd s ranging om 3 518 to 7 4 CNWSZ, CNW712. CN415J8, CNW3/4, CNW518-112,CNWae45/8 Coupler Nuts 25 LSSR1-61, LSSR21 LSSR237 1_8SR2.513; LSSR210 2, LSSR410 Field Adjustable SiopeablelSkewable Hanger 27 RGW012 RCW614 Wall Bracing; 1I8"and heights ranging -from 9-114"to24", a CTUD55, CTUD$5, CTUD66;.GTUD75, .CTUD76, CTUD77, CTUD67 CTU.DB$, 1CTUD97, CoupiingTake Up Devioe 26 LTP4, LTP5- Tie Plates 28 RPSI8, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Tap flange hangers available in widths ranging from 1'-1IT to 3- CTUD98, CTUD99 27 ML23Z, ML242, ML282, IAL28Z, ML21 OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from TIM'to 24", 6 1,13, N4w N5, N6 Heavy Hex Nuts '28 MMHB Ronf-fie-Down 30 SPt: SP2, SP4, SP6, SPS Stud Plata Tie 4 DGHF9ellee hangers Topfknhge hangersavallacle in Widthsrahging from i-314'"Co 3- 7 •RTLJD3,:RTUD3B,-RTL04, RTUD4B, RTUDS RTUDS; RTUD7, RTUDS Ratcheting Talso-UpDevice, ' 1 MMHC Hinged Roof Connector 31 SPH:4, SPH6, SPHS' HeavySYud Plate Tie 5/8"and heights ranging from 9-1/4"to 24'', -• 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU2e-2; MMLU28, MMLU28-2, MMLU210; MMLU1211, MMLUI39, MMLUI311 Face-Mcunt Hangers 32 881.5, SS2.5, SS3, SS4.5 Stud Shoe 3 EG5, EG7, EGg series hangers Top flange hangers available in tsidths ranging from 5-114" to 9 TUW38 Take -Up Washer '31 RBG dRBCP: RaofBtlundary, Clips '33 STg ST12, ST1'8j ST22y,ST292, ST212; , ST2115, ST2215, ST(t215, ST6224,ST6236 Straight Straps 7/0"and heights ranging from 11"to 32-1 iT, 10 URS3 318" Uplift Rod RunTiedown System" 32 RST-3 Roof Tie -Down 34 T220, 71327, TB3C, T638,T542, T648; TE54 TB56. T260 Tension Bridging 6 EGQ series hangers. Top flange hangers available in"widths ranging from 3-519'to T- 11 URS4 112 Uplift Rod RunTiedown System 33 RTC227, RTC42, RTC2 RTC44 Rigid Tie Connectors 35 TWEI C, TWB12 TVvS14 Wall Braaing 114" and heights ranging from 11-114" to 32". 12 URS5 518"Uplift Rod Run TisdownSystem 34 STC:STCTOTC. HTC4 Truss Clips 35 VGT,ti:GTR,VGTL Variable Pitch Girder Tiedown 7 GLE sones hangers Saddle hang ersovaitableinwidthsrangingfrom,3-:114"toB-718" 13 URSB 514" Uplift Rod Run TledownSystem 35 7JC37,TJO57 Truss Jack Clips 37 WB106, WB106C, W6126, WB126C, WB143C Wall Bracing and heeightstanging from 6-112" ta28"- 36 Z2, Z4, Z44 Panel StiffererClfps 8 GLTVserles hangers Topflonge hangersavailadle in watdths ranging from 5-1 W'lo 7- 118" and'hoghts ranging from I Vito 32" FL#10441-ft6 FL#1g531-R5 9 HBserleshangers Topflange hangare avallabto14 Mdthstongingftoin1-9116"to7- FL#40447-Rs, 112 aqd heldhrs ranging from 8"to 30` Sea # Product Model. Numberitr Name Product Desalption Sea # ProduatModel, Numbergr.Name Product 0escriotlon 10 HGLS series hangers Saddle hangers available in widths ranging from 5-14'to_ 8716' t DTT2 Hold -flown Spa# Product Nadel, Number or Name ProductDescrilitfon 1 CBH2:37x55,�,8H237x1.63,081-12.374.75 Concealed hangers and heights ranging frerm10112"tp28", 2 HPC1 OX, HDC10122 Hold-down 1 AHEP Adjustable Hip End.Conhector 2 DU, DHV, CHI UTF series hangers Face-mount(DU, DHU) and top -flange (DHUTF) hangers 11 FJGLT series hangers Top flange hangers available in Widths ranging from 3.1/4"to-8- 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-S1)S3, DS.C2L.SD33; 0803R-SDS3, D805L-SD83 Drag StrutConhettors available in widths ravaging from 1-9116'to 3018 and heights W11" and heights ranging from 7-1/2" to 32' 4 HOU2; HDU4 HQU5 H13U8, HDU1i HDU14 Hold -dawn 3 GBC Gable Brace Connector ranging from 9-1/8 to 23-1511E"- 12 HGLTVseries hangers Top flange hangers available in widths ranging from 3-lX'to7- 5. HPA28, HPA35 Strap -style purlin anchor 4 HCP°I,81 HCP2, HCP4 Hip Corner Plate,' 8 HGU3 63-SDS, HtG.US 25-SDS HGU5.50.SDS,. HGU5,62.SDS; HGU7.00-SDS, HG417,25- Face -Mount hangers, 118" and heights ranging from 14"ta 33" 6 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42; HHRC42-2. HHRC411.81. HHRC44, HHRC5,2513,25, HHRC5.3713,1Z Heavy Hip to Ridge Connecters SDS, HGU900-SDS '13 HlTseneshangers Top flange hangers available in widths ranging from 2-'$'11r-i'to 3- 7 'NASA, MASAP Foundation anchor strap HHRQ66 4 HGUS series hangers Face -Mount hangers available in widths ranging from 1-5/8" to 7- 9/16" and heights ranging from IS" to 26". 'a MPA132, MPA144 Strap -style purlin anchor 6 HRC1_81, HRG22 Fro Ridge Connector 3/8',and heights ranging from:-6116"to 12-718" -`1 v+ HUSTPsene5 Ibangers. Top flange Joist,hal>rgers available in widths ranging from to 9 PA18, PA23 PA2$, PA35, PA51, PArM5 Strap -style purlin anchor 7 LRU26, LRU28, LRU21.0. LRU212 Rafter Hanger 5 HHGU5,25-SDS, HHGJ5,50-SDS, HHGU5,62 SDS, HHGU7 00-SDS, HHGU 25.SDS, Face_•tnounthangers 3016" and heights ranging from5-318"to 13-10' 10 FA116,PA123 PA120.PAI35 Strap-stylepuriln' anchor 8 LSU28,LSSU28,LS.SU210 Light Slopeal0lelSkewariloiUHanger HHGU9,00SDS 15 HUTF HUGTFseries nongers Top flange hangersavaiiableinwidths ranging from l-9M6"to5 11 STHD10, STHDIDRJ Strap -style nold4owvn 9 TBE4, TBE6 Truss Bearing Enhancer - 6 HHUS26-2, HHUS28-2, HHUS21;0-2, HHUS46, HHUS48, HHUS41:0, HHU85-50110, Face -mount hangers IfTand heights ranging from 3-7Y16' to T' Concealed flange 12 STHD14,-STHD14RJ Stropstylehold-down 11) TG24,TC26.TC29 Truss Clip HHUS72511D version (HU.CTF) available forallrrodelshaving width equal toor I I THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418,THA422, AdJustableTruss Hanger- 7 HSUR, HSUL, HSURC„HSURC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/1'6": THAC422,THA426,THA422-2THA426.2 INI toy-118'arid heights ranging ;from 4-/4"t❑1a-3i4'- 16 HWP series hangers Top flange hangers available in widths ranging from 1-91'10'tg7- 12 THAI1'.81122, THAl2.06122, THAl2.1122 THA1222, THAI322, THA13522, THA1422 Adjustable Truss Hanger Sited for lasts Concealed flangeversion (HSURC, HSUi C) available for all 118"arrd heights ranging frkm 5-318"ta 28" 13 THAL422 THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange is concealed. 1? HWPH series hangers- Top flange hangers available in widths ranging from 1S/16" to 7- 14 THJA26, LTHJA28; LTHMA Multiple Truss Hangers 6 HTU26 HTU25, HTTU210, HTU26-2 HTU2$2, HT41210 2 Face trlount hangers 112" and heights ranging from 5-318"to 57' Cv1 15 THJMZ4-SDS3, THJM2-5-SDS3, THJU2S, THJU26,W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widdrs ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available In widths ranging from 1-9116" to 3- 10 T5BR2-24 Truss 'Spacer Restraint 112" and heights ranging from 2r7f8'10 19-14%Concealed Mange 518".and heights ranging from 9.1M, to 16' 0 � 17 VPA21 VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version{HUG) available for all models having width equal to or 19 JB series hangers Top flangehangers available In vAdth of 1,9116" and heights I1 10 18 VTGR Valley Truss Clip greaterthan 2 9116". ranging Iro.mS.3/8" to 7-14' C W 0 HUGQi 8119 SDS, HI CQl AI/11SDS; HUCp210-2-SDS, HUCQ210-3-SDS, HUCQS10- Face -mount hangers 20 JBA series hangers Top flange hangers available in width oft-Ti6and heights (, Q c c SOS, HUCQ410-SDS, HUCQ412-SDS, HUCQ5.2519SDS, HUCQS 25111-SDS HUCQ610- ranging from 9 i16" th 13118" Q I.i a e SDS;'HUCQ512�SD5 c m f a H = LA- W y O Itt 3 'v' °Y as m r 4 4 � � •� L� ri1 V/ CL JM N Q CD EMEM Simpson Stron-Tie,2D,20 FBC Approved Products p g i ppr ed rod cts Updated 12/30 020, - _ - Simpson Strong T1e2020 FBC Approved Products Updated 121=02a: p - _ • , �i �irr'tpscan Strang Tle 202Q FBC Approved Products u dated l2/3ru2o2D p I� Simpson Strong.Tlle2D2Q FBC Approved Products Updated 12/30 02 p d 12 0 ... inks to all SST approvals Nsted below,,CLICK HERE. For - - _ For links wall SST approvals listed belove,,CLICK HERE.. For SST approvals Ilsked WoN,,CLICK HERE.. - CL For disci Ilnksto�all SS7 gpprnvals listed: belo•s+,, - ICK iiERE.. F a i.F Gdd e tad va e a i a-� d Iona nform tr nregardingasStalewd P uct r 1 Information i I A R e Syst nand A'U Trr l7ad Count p Y f 1 K H R. Notice 4 AGGa tame N6}A}, R ( �� a dditw al information regarding n ai as atewlde Product- royal m i de n F a n or n eg _ qi g Fl d St Approval System and hNam Da. County ,_i pr it N� N t n - GiA __ _.._ ___ okiGe-ofAc>tep a. cadN }, - � - » n o r a e tle Product r n For additional Information egardingFldndas5t l wit Produ ARR oval System arid ftNairn-t)ade Gan ly � I .k H RE -- NoYrea ofAccaptance{NOA), ,. � � � -- For information regar'durg Flcndas5tatewtde Product System and Miamifirade:County - WCA). -_ A Notice ofAoceptance.{NOAy, t=Lr ,�NF,�? , 21 LB-serfes;hangers Top flange hangers available In wdth of 1-5116" and heights FL#1146a-R5 T5 S/LBV1 56, S/LBV1;81; SILBV2.06, SJLBVZ, 7, S1LBV2:56, 511-BV2.S8; S/L5V3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from to 15-1 %": g 9 SiLBV3 56, S1LBVZ 62 SILsw-0 3. SILBv02, S/LBV4 28, S1LBV4,75. SILHV5.50 6 Strong-Bolt2 (ST62,5TB2-455, ST62-0SS) Strong -Bolt 2 Wedge Anchorfor concrete available in catnap 22 L13AZ series hangers Top flange hangers available Inwnidthof1.9116"and heights Sect# Product Model, NumberorName Productbescribtfan 19 S)LTT20,51D172Z,8/HTTI4,H74,HTT5 Holdowvns steel and Types304and 316stainlesesteel tanging f the-3116' to 13-118" 1 HHUS210 3, HHUS2104 Jo st}lartger 20 S/MST$O, SIMS7;72 Sdaps118 mil (10 ga) 7 Milan Hp (THO-N THD-HMG;THD-H4SS, THD-H6SS, THD-CS. THD-CS6SS) Titen HD Heavy Duty Screw Anchorfor concrete and masonry 23 LEGS, LEGS, LEG? series hangers Top flange hangers available In w ultras ranging from 3-1 /4" Co 6- 2 1­11356, HRS8, HR512 Strap Ties 21 5P4.-6PS 'Stud Plat Ties avallablewth lax head In carbon steel and Types;304 and 316 718 and heights ranging from 9"to253.1I2" 3 HUCi 10-25 DS,.HUCfl�10-3.SDS, HUCQ3IG-SDS Joist Hanger 222 S'P, DSP., "TSP Stud Plate Ties stainless steel, orwit'h countersunk head in carbon steel and 24 MEG5, ME07 series hangers Top flange hangers available in vAdths ranging from 5 114" to 6- 4 THGBZ TH0B3, THGBH2,THGBH3, THGBH4 Joist Hanger 23 SrG. DTG" Truss Clip Type 316 stainlesssteel 716 and heights ranging from 9" to 5 THGQ2-SDS3, THGQ3 SDS4,5, THGQH2-SD83) THGQH3-SDS4,5, THGQH4-SDS6 Joist Hanger 24 7BD22 Trues Brace Diagonal 8 Titan HD Rod Coupler (TH037634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete ;25 MIT series hangers g To flange hangersAvailable in Wdths ra '-9/16" . 5- p g g ranging from 1to 6 T T - THGW3 3, THGW3 4, HGW4 3, HGW4 4 Joist Hanger 25 - TJC37 ` TrussJaekConnecror 9 Then H£i Threaded Rod HatYger�THD82515$RH, THDB371581RH. THD37212RH, Titan HD Threaded Rod Hanger for concrete 1/8' and heights ranging from 9-114'to24" THD50234RH, T1HD10212R4) .28 PF, PFS, PFDB, PFDSB series hangers Too fienge hangers available in width of 1-991` 6" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging f rom3 3/8" to 7-t/8" FL#11473-R5 FL#13904-R5 27 RR Ridge raftertonneotcr 28 VVP series hangers. Top flange hangers available ih wvidths ranging from 1-9116" to 7- Sea # Procluct Model, Number or Name Product Descnafion Sec # Product Model-: Num beror'Name ProductDescidntion FL#16230=Ri3 1/8' and heights ranging DAM" toSZ, 1 D-AL-2D Double Embedded Truss Anchor 1 CCQM3_e2-SDSHDG, CCQM4,62-SDSHDG, CCQM5-50-SDSHDG, Gt TQM3.62-SDSG, Masonry P1erCaps 2 FGTR,FGTftHL,FGTRHR Girder Parrot CQTaQM402-SING CCTQM5.50-S09C,Ct`CQM3:F2SD5S',GCGQM4:829DSG, Sea# ProduttModal.Number arName Pmduct0estnptian 3 1-116,H1BS,H15-2.H162S Hurricane Tie CCCQM5,50-808G 1 AT-XP ATXPHigh-Strength Acrylic Adhesive for concrete ormasonry FL#10860-R3 4 HETA12. HETAI6, HETA20; HETA24 HECA40 Embedded Truss Anchor 2 ECGLQM3.62G-KT, ECCLQM4.62G-KT; ECCLQ ELGDG-KT, ECCLLQMD3,62G-KT, Masonry Pier Caps 2 ET -HP ' ET -HP Epoxy AdhesNefor masonry 5 HETALI2, HETALi6, HETAL20 Embedded Truss Anchor ECCLLQMC4.62G-KT, ECCL1_flMD6 v0G-KT, EC:CCLRQMD3.$2G-KT, ECCLRQMD4.02G- 3 SET-XP SET-XP Hiigh-Strength Epoxy Adhesivefor masonry Sea ProductModel, Num bar orName ABA44.ABA44R,ABA45,ABA46R,ASA661ABA65R Product0escriotian 6 HGAM10HM9 Masonry reticifitconitectors KTECCLRQMD5S0GKT A Strong-BoR2(STB2) -`Titen2(TLN2), Strgng-8olE2Wedge Anchor for masonry 1 Adjustable. Post Base 7 HHETA16,HHETA20,HHETA24HHETA40 Heavy Embedded Truss Anchor- 3 HGU'M525,HGUM550,}GUM700HQUM725,HGUM9,0C Heavy Masonry hangers 5 Tken2Screw Anchor for Concrete V/ 2 U U - . 1 AB 44, ABU44R, AB 46 ABU46R, ABUS 5. ABUS 6, ABU65, AB J66 ABUt'6R ABlJBH, Adjustable Post Base 8 - LGT2; LGT3 SDS2,5, LGT4 SDS3 Girder Tledavll 4 - LCUM28-2 LGUM26 3, LGUM28 4, LGUM28 2, LGUM28­3, LGUM2$ 4, LC3UM2102, Masonry Beam Hangers 6 Then HD HHD-H455, THD-HBSS THa•CS$ B5) TCen D Haavy-Dtity Screw Anchor for concrete available in 304 ABU88R, ABU1010. A8U1,010R,, ABU1212,.ASU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM21L7-4, f.GUM46,1�,GUM4$, LGJM41C or3lestelnless steel"vith hex he to and",316 stainless steel with 3 4 ABW44Z, ABW44R7, ABW46Z, ABW46RZ, ABW66Z, A8W66RZ, ABW7-7 A04, AC4R, ACE4, ACB, AC6R, ACE8 Adjustable Post Base Post Cap -10 1.1 META12, META16, METALS, META20, META24, META40: MSTAM24, MSTA938, MSTCM40, M5TCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA312I9.25, MBHA312M1 25,E MBHA3 5B1i_25, McHA3;5619.25, MB4A355/11:25, MBHA356111.68, M6HA3,6V14 MSHA3,68Y16, MBHA3,5$/18, MBHA5507,25, MasonryTop Flange Beam Hangers 7 Titen Turbo (TNT) cauntorsunk hood Titen Turba ScrewAnchorfor concrete or masonry U) 5 BC4, BC46 t3C4R BC6 BG6R, 8C8 BCS22J4 BC52-3l6 Post Cap 12 MTSMII6, MTSM20, HTSM18, HTSM20 Twist Strap for Masonry MBHA5:5019,25, MSHA5.50I'11:25,. MBHA5-5011188. MBHA55W4, MBRA550115, 6 CB44, CB46 GB48 Mee, dBS8 Embedded Column Base MBHA5 S0/18 446 SDS2, CBSR66 5➢82, CB5tg86-SDS2, CB5Q88 SDS2 Embedded Column Base 6 MBHU3 5619,25, MBHU3,15W1 35, MBHU35S711:88. MBHU3:56114, MaHU3 60/18, Masonry Beam Hangers FL#16837-R3 8' CC E�C, ECCU Series Bolted cmncapswith W1 ranging from 3-14'to9.112`and FL#I1496-R5 192S MBHJ5.S0/11,25, MBHU5.50/11 88, MBHU550114, W2an MBHU55616MBHUra0 Sea 9Produi� Made1. Number ar Name Product.DescripttonM9 O CCQ-SD'S2.5. ELCQ-SDS2.5 $cries screwed column caps with Wl rangrog from 3-114 to 9-112" and Sea # Product Model. Numbaror Name PmductDescrintlon 1 X34IB1016-5rt0C121016, X101016.4K, XQI81018, XQI81616.4K #10-16 Strong-Drive-(MetalSelf-Drilling, Tapping Screvns with #3 L W2 ranging fmm 3_"" to 7-112" 1 DT11 Z Deck Tension Tie Drill Point 1D CPTA42 CPT667, CPT887 Concealed Post Tie Base 2 H6121 HD19 Bolted Holdowns FL#13975-R6 2 #(LQ'114T1224, XLQ11 1B1224-2K #1224 Strong -Drive XL Lage.Head Metal S'off Drilling, Tapping i�i 11 EP844A, EP644, EPB4B EP856 Embedded Post Base 3, H036, HD53, HD76HD913" Bolted Holdowns Screws with #5 DrJ11 Pomtand Large Diameter Heir Washer Head 12 EPS47 Embedded Post Base 4 HTT4, HTTS, HTT5-314 Tansiorr-ries Sea # Product Model Number or Name Product Desoription 3 XMiQ11461224, XMQ'i I481'224-2K #1224 Strong -Drive )GM Modium-Head Metal Setf Drilling, O 13 LCB44,.LCB66' Embedded Column Base 5 LTT19, LTT296 LTTI31 Light Tension Ties 1 $0=3o0, SDW2233S, SDW22438, SDW22458, SDW22500; SDW226CO3 9D=2038i Strong -Drive SL?W EVVP-PLY and TRUSS -PLY Screws Tapping Screws with#5 Drill Paint and Medium Diameter Hex 14 LPC4Z,LPCBZ Light Post Cap SDVtf226'4 4 XQ114S1224 XQ91461224-2 5K, X14s122q, X011251224: XQ112B1224-Zit. #12.24 ,SttiRng Driue X Metal SeliDrilling,Tapping Screws with lf'a �...+ 15 MPB447,MPB66Z, MPS88Z Moment Post Base 2 SOWC15450 SDWC1560n Stroh-DTiveSOWCTRUSSScrew g Drill Point ' 1 V 16 P844, PB44R, PB46, PB66, P986R Embedded Post Base FL#13628-R5 I SDWH1930008; SDWHI940008 SDWH19600DB, SDWH9980002, SDWHIR1X0DB Strong -Drive SDWH TIMBER HEXSerew 5, XU34S1016. XU3481016- K #10-16Strong-Drive XU Vetal,Sef Driling Tapping Screvve with IT P8844A, PBS46, PBS66 Embedded Post Base 4 S0WN274WG, SDWH27600G. 8DWH27800G, SDWH271000G SOWH2712DOG Strong -Drive SDWH TIMBER HEX HUG Screw #1 Drill Point 15 PBye, PBV10 Round Post Base Sea # Product Model. Number or Name Product De oninoon 5 SDWS1621Z SOW816304, SDWS16312 5DW$16400 Strong-DriveSRWSFRAMING -Screw 19 FC44-16, PC46-16, PC48-16. PC64-16, PC56-16. EPC44-16. EPC46-15, EPC48-18 Post Cap 1 S85LSx24 SB7/8x24 SB1u3G SB Anchor Baits 6_ S5VVS1S600,'SOWS19112, SDWS2241)0 SDWS22.600,SDWS22512, SDW522500; Strong-DrNeSDWSTIMBER Screw(lnteribr Grade) O EP084-16 EPC66-18 2. SSTB16 SSTB20, SSSTE24 SSTB28 SST234, SSTB36 SSTBISL, 55T620L, SST624L, SSTB Anchor Bolts SDW822$00, SOWS22900, SDVVS221000SDWS221100, SDWS221200„SDWS221500 FLL#35$20:RO L 20 PC4Z, PC4R7; PC62, PC6RZ PC8Z-, PC8RZ. EF.C4Z, EPC4RZ, EPC8Z, EPC6RZ.:,EPC8Z, Post Cap SSTB28L 7 SDW522300DB;'SDWS2240009. SDWS22500DB. SOW322600DB, SDW52280abs, Strong-DriveSDWS-TIMBER Screw (Exterior Grade) BPCBRZ SDWS221000DB Sea# PrtiductModel. NumbarorNamm Product-Descrrptfan 21 PPB44-4Z-, PPB44-6P Post Base $ SO)NS22312DBB, SDWS22512DBB OutdoorAoparrts StrgcWral Wood Screw 1 DSSGB48S; DSSCS46, DSSC848 DSHS Bypass Framing Dn1tStrut0onrkector A 1 22 RPBZ Retroftt Post:Basa FL#13872-R4 9 8DWS273COSS. SDWS2740OSS, SDWS27500SS, SDWS2760OSS, SDWS27800SS. Strong.DrYs SD.WSTIMBER SS Screw 2 FCB4S5 FC645.5, FCB47.a FCB49.5, FOB4115 Bypass Framing Fixed -Clip Connector tVn/ SDWS271000SS, SDWS271200SS 3 FPHSDS4SI018, FPHSD3461016 FPHSD34B1016-5K.�FPHSD34S1.21.4,. #10,16 and #1214 Strong -Drive FPHSO FramlrQ4o-CFSSeK- Sea# Product Model, .NumberoirName ProductDoAcurib'tion 10 SDWV13400 Strong-Driv8SDWVSOLETO-RIMSprew FPHSD34B1214,FPHSD3481214.5K Drilling_, Tapping Scram FL#10866-R5 1 CMST127 CM$T14, CMSTCI6, CS14e CS16, CS18, C520, C$22 Coiled Straps 11 STN22 Outdoor A600nts Hex` -Head Washer 4 LSFc2 25, LSFC425 LSFC6.25, SFG225 $F04-25, SFC6 25 Seal Framing Connector 2- HRS6, HRS8, HRS12, FHAB, FHA9, FHAl2, FHA18. FI-A24. FHA30, M8TI26, MST136, Straps-7 mil (12 go) 5 LSSC425, L8SC6 2& SS{ 25 SSC4.25. SSC6,25. MSSC2.25 MSSC4.25 MS5C625, Steel Stud:Gonnectots U Sea # 1 Product Model. Number or Name FJA FSA Product Description Foundation Anchor 3 MST148, MST160, MSTI7Z SiMST27, VMST37 SIMST48 HTS16, HTS20, HTS24, HTS28, HTWO, HTS30C HsavyTwistStraps FLA115363-R3 6 MSSC4.25KW MSSC6 25KW RCKW3, RCkW55,'RCKW7 5 RCKVVSS RCKW5,58 Rigid Knee Wall Connector � 2 FRFP Flat Retrofit foundation Plate 4 LSTA30, LSTA36, LST149, 1_87I73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (16 go) 7 SCB43.5,'S0645s, SCB47.$, SCB49,5, SCS411,5, MSCB455, MSOB47Z Bypass Framing Slide -Clip Cannector ^ 3 - - - GH46 6, GH46 $, GH48 6, GH43 $, GH4106, GH410 $, GH6s B:.GH66-8, ISH68 6, GH68 Girder Hanger 5 LSTA9, LSTA12, LSlA75, LSi-A1 LSTA21, LSTA24, 3T292, ST2922, 5T2115 5T2275 Straps 33 mil 2Q a e rQductMaliei; NumberorName Protlnct DesartoMort, 8 - SCS3;25187 5CS62 5197, SCSfi2-51118, SG582.5}118 Bypass ss Fra in Connector L.L 8,GH610-6,-8 6 LSUBH3:25;SU814925,MSUSH3,25 Bridgirig.Conneotor 1' AS1$,AS18STi;AS18SB IS ga.Truss,Piates 9 SCW325SCM,5 Hoad-of-Wall'-Clip,Cionnector 4 GL55A, GLB513, GLB5C GLB60, G1.67A, GLB713, GLBTC GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga High Strength Truss Plate 10 SJC8,255JC10.25, MSJC8;25, MS0010.26 Steel. Joist Connectors 5 GLBT512, GBI.1612, GL13T516, GBLT516, GLBT520, GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTSIS, LT= Light TrnstStraps 3 AS-20 20 ga.Truss,Plate 11 SSB3SIS' Bypass Framing Slide -Clip Strut Connector L 6 HGLBA, HGLBB, HGLBC', HGLBD Heavy Glulam Bearing Plate 0 MSTA30 MSTA36, ST6215, ST6224, 5Ta, ST12, ST18 $T22, MSTC28, M5TC40 MSTC52 Straps b4 mil (16 ga) 4 ASHP Hinge Plate �onneotor 12 X1_SH34B141`4, XLSH78B1414 #14.14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping O 7 HGT-Z HGT•3, HGT-4 Heavy.GiroerTiedrnvn 10 MSTC66, MSTC781 ST r2W Straps 68 mil (14 go) Screws LLi 8. LF1310-SDS3 Universal Foundation Plate I MTS12, M7S18, MTS18; MTS20 MTS3C, MT824C; MTS30C Medfum Twist Straps 13 XQ1SI01 B XQ1 BIN64K, XQIS1214. XQ1 B1214-35K, XQ78S1224, )47861224-3k, 410-16. '412-14. and *12-24 Strong-DHYL X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 8101,56, S/81 B1', S/02,06, 51112 37 VW.56, S/132,68, 81133.12; S/W,56, SiS3 62; SIB4,06, Top Flange Joist Hangers ri_*il 3o-m XQII481224, XQ11461224-25K XQ112S1224, XQ1'12B'1224-2K X3461016 5K. Tapping Screvas Q ^ , SIB4,12,5164.28,SI847 .5;5/6550 XI W 13 S1BA2;I4,$18A2.12/10;SJ3A2,12f12.SiBA212(14;3IBA4.1816,S1BA4.18110,. Top Flange, Joist Hangers Uaar ProdurctModafJNuriiberol-Name ProductDescnottms Z J S/BA4,18112, SIBA4:18114 1 Er -HP Adhesive Anchor for' concrete Z 14 SIH1A HurricarreT o, Z GAC, GDP GD,P-M 50, GDPM 75 GDPM-100, GDPS, GW 50 GW 75 GW-100, GTH Gas-acttlatedfasteners and assemblies Q 15 S/HDSS, VHD8B S/HD1C1S,'S1HDIOB, SjHDiSS, SIHD15R Holdawns- 3 PDPA, PDPA K, PDPA MG, PDPAT PDPATLK PILAW, PINWP, PINWP-'W, PDPAWL, Prnvdcr-aotuated fasteners, fhreadedstudi and assemblies 16 S/H DU4, S1HDU6„S/H1)U$,SJHDUII Holdowne PDPAWL-MG, PSVL3; PSVL3 K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 --I 17 SMCT, 3/HJCT Joist Hangers:. q SET-'3G AdnesiveAnGhbrforroriciete �-• SHEET NO. May 27, 2022 PA 1 2 0 CD C- CU • �-�., a..{$ { ° f Oar' • • , f:N '16.{ `:1. J # 4 MM ► '�F � • • CL f _ R . M • • !a'=NFiI':..:1 kiN1`. B Ie. p6, ° - R A I Yki. F � :.,, 1 @d � , 4 - �! --t :W .i. +� { m ' _.;..H f. r. dI..N, �Yef'f f!Hl:: R. - . 'f Y }' -'. ''.. � • • 4 YI1+ $ ."wk 1 F -, - • • I ,1 d errs - �� Yg.. Y "Ft m ► ■ • • • INK� • LL R 4' - -- #.-.. fu'°:. i• ` ir' ii . ,a! -. _ { r. ':'t -DYB '; C k. ik'i :4: {'•Y Y AA # r {T � O • :r... F a Igo � - _ 1 - I .' �'- .�5 .. A -. m :. , : a N -f 1.. 1 .' � i 7 @ Y: Y � I r:°. a . - f F �: - • • • _ d i1 1� • _. .: s. A i! f t. 8 i ■., 1-�r 6 �. }}'-i �. f.. ,S.@ _• b - r' i $ 9 P 3 {I.- f - ., -. ':a.:{ i �,{-fi hr .. M. 3 i,.' r'•. • ..Y' 3'T :. i Y • - .aY a : < - at .. ,F. a a- Y :: - Ws +` A A - fi: Y ` ::a Yf: Ih r . - : a ri N ,d Y a , - �; :a; [ u: : a. # i P i -� w. i = ... ci [ Hrr 'YH w �}�. TI'i. A : s _Ft@ a � .a ::'t$Y __ :!; i He: a '. Ht} r. . d i � -_ [. A ! 1 x{' F k :. { g I is ,.....1 :. SN ` ! N ,.i '1 ' i • � Y� y - - a A:. F A Y: YVe+li": ::�J -J :- 1' R e Ae5' • 4 `-.. :.. nG i A b b+.. ".:::. pY A +Y'4A :. 3kxr..r,.. +. .: tl #:'-a.A +Ydl -a k, .. .is'Y _+:" a; Ir _ i-�, i, '- • 'M �-:. - `4. # tl ,rY-- � _..Y M1' _. _ f A! _.;f f $ -.M "" : a, Y'E '_ 4 f Y: u. ,p.- ,# 1... Y:. � .: ..f 6 s ➢: ` 1 f �:l;. C<F, &.,H' �: $=s: ir._ � � #.'' +. _. S.w S•' X g- iY ' - S ":3' t 4 i i., ... + i1 d _ Ya: + :a - ,-r .-1 1 'Pk' e H S -rd -'. '.r '' 6•- :J P '.R -.. +: .. ..i ' � D -+YPP !. + 'A#r'i `.i !- r »'IFY, �{�. Iia9 - a'tY Y- SYaw a. _ - 'S a5i �H :. :I iY , aH..[" , '.: T i i i it Y.. 1� F1 g: .a #a -.t: 1u t! 19. #Fr it-'Y. Y. f � •. irAJ.. {'. : A aY. S i._ r •:F _ d Y_ i YI ;i-.. Ir; 1 .- S !'. 2 =#.•. i !'.._ ' .. .- ° ,.. ,, a. rc RY Rb � F '.. .-.1. , .. ., _. _. ._._ _ _ .._,... ...- _.: „. ... -. .. ,.. ... -., ;e ... . _. J Y• S.. � i N.. + P ,: ° A i H m N.w. d. :rn Y Y .. .. e..r: Y N -r.# a '0. T=ttl tl'' HfA a-.. Y Y 'R F,: A. _ ♦ S. .': R'a. a - i s �: �,:. a i-:_ _.. i { ! � :,N. 4 � a". �.. +.. 'k ,. :!'. ,# 'i .re � � - r i 1 .-1 -' J Is:C-• i :._N . . Yd - � w a r b I .Y:• 1 4.r� i ,. F -Y � YI ° _ � i �i g:nr-�� { ! yy R . p•Y.-' @3 - � DY ! Y--, "':, �d { f ' Y: ° a " g r � -. a -' :.f'f :A:a.A eaE { !: { '_ + s t..., �.w .. � A,, �. � e � � '., :€ ;• - f.. _'t .A# -a :� }. . 9 •.:ari al - Y . _f H f".F :{ Y"=, - _ [.. r i M F a.. 1 i n { ifs: Y.f' £ �- f" r 7I::e_ _ A & : i' � rN '.;1• k Di.:t it f; :' AY ' A a fF[: . y i _9 # {, '.-".Y N'` R + '' � - .. A :'. r.71.F . E ,. f { , �'f �1. g r ,.:.# la Y.. YH � :: d .: a. E P,. di Y .e#1. to :. .; f g # a� .:6r' { 3-Y., .H rA.:x t',dy.. i i F -ia + •Y. '{ �: E,P. - a - M � -� � 5 � �''.,.. {-: ' :: ' - :-:'t •� ;. Y € 1 F,' _ - e a : H Y! 6_W i. B : 1 r'Y 3i .F -e.-x : 7� .: adil �D - .:. tl :.d. ai. _ '�'. ..•aA i-' r, f f # � � € ,AI k � � . • F M#f'"'fi 11'e #o-r Y4 B. '-i .. :,W. t-:l k :gg . a"_.Y!6@erl .as @!':F ._.. r sk aN �� ..g�.f MMa i. - .,. .�. i :. � e. :{ '.... m„ - {... SY"9 f 1 - e .: i'-.. c.- _4-vi.4 =•F .. F �r d,$'_#.- � k.A,.c "aY'''15: - q:. :.. $ -"'1 ''r„13' . �:A ..,Y �'. ti "$IF:- � a. a r>t J ft Y 4 i A ■i' '- f '.1 ' :Stb1 A' na. :Wt NA ,T`5 Yr {„ s. ali i . F.A eLl:�i .. : 5 1.: aI.Y .P Yn -. tl:f P? Y � "p it &.{1 Y. _ a' { 1 r f $ a N I i Y '. . , �• r Y Yf - JSYr '1 { 3 .. i� R er •' ► 1 �- "w $ m ° s' ' A.P �+sf : -. i' "k �i..iaf +R. t,a -i A- + �, # rYb id -�3: -.'! .A t Ji ,al! -k i A ti 1.., #f3 ► a ..rY S ,:n at.. W.. # : f � i' 4 m`+. Y y i 7 e. , ,, -�• A a7 � Ha tr � Ir. Y s 1: k e: - a .,: - ; - � ;� � � - i '_'� FY r: -F : r aY , - � . .Y-::._ i w i.,.. � W.. ,,d , .�:H' •': H.i R. <i:c 1 €. #. >.s. Y c,.-a k:Y•., e:.:F.. r. �, Y a. '. P-.Y. Y. H Y .. i.. -i d a}. 5. 1 Y , 'A i ErYY [i A ■ S.i Yd-4'a A: H4 f: iL •Y - S- � sf { N f. ,1 �'. ,, E N :. '� hr 'HY as . 4 :a. t M ;Q ':1; r., :h.- .,a Y. '.u, azY YE a '•.4 Y ! 1 iw+. .. N w 1 -.Y � 'ri ,-a F11 - �-1 5 _ NPf d:. 4 s Y ,oJ 1l Yr .R. a .b .ri � •$ ti-.°5 1. N; .A fi 1:. YN ! s .Yt :+ R #-8 ^x : a - * A.t ,. ,YF rA a b Y$.d:Ya .t.Y t "i.+,. 9.: .4 - F 3 a - i3r r YA'•SfaE � F i. ➢y1� 14Y � i { i 1rf N E 1. { rl � f f - H a Y. • a ■ P.. ...i Y II't, 11t ,,51 •t _ Y ...F-{ • -:' -.t Sa i....nd i-:!- Nit. k.-• ;[Y. IF :#x .�: �.... N .. y ¢'. 1'k.+ �.., '.d}_ t'a.: Ar:Y $e. SY 4 yy_ ls: � /ff ':3 1. -!A: ■ 7', a t.. •:Y $, AI: Fi .-.� W . P'k-Y A 1' i/. . y; _' •. •r#. " 9 J (Y' ;., i T ki a'.' t f. a... :d i. S i r:i' ¢ s.,' �:. '� ,a i. :,'. s.m # tl .; y., .,. P m i Ai - i' .:Af:' a r, F Yi . u i '�. .€ _.. # .F. .4 [ i P 3Y.. Y'-.. � A _Y f T.J $4 }ffi.. It -. + tF. >' f' ! H € L7,.: i- Y' - d ..�Y 1 Y � :". + l f A' A Y d' } iN :. $ •RI '"M'' .' .. _.. a. �$ _.: a -W aJ•. : _.. t • }_ '- . 1. .4 ,: '1 F, 3 Bs ' 7J:.. tY F44'•! :l." t . + - ;_ ti' s r J R Y D Y # -Y fi P :: .. el%e W . 5!k kk � ,:1. -:a r{ �:.. • 'A. '� � y. : x'dY i � [;, F.. 4.� �.Y _# -f i" #a a k F.` p ',"tl � -A .% - Y � �f':?.. a,. F MM � � [ ♦ �{ f♦ :,. t? ..k"4: �@•fl -�'". �..._..,,.:. ;a: � * ks# ,!# i _.. - i @' ' '. ? {YY Y ' # _. y ,Yn °: #, ,• { r : '�,. . °. � '". ' t &' r s ;Arl wkYH �.. `w: � a i ° a � '.. fr i _. k" � •' N- �`" t a ztY � .. ` ,Q'H '.; ;Sw3. ,.�,Y Y '` ' iD IFY i i Y:. 9 `sa`+., H ' w # a'r iH r; ° M t ' { H •{ &. Ik A, i m .+ i Ytl`Y 4Y ` 1a Y F ' � m k F ' i 1' k •''- ,g,o- - 1 r@. :r.- .-x: aid aa:- � '3.' ° n a ,.. ,4,y..y - Y - * - � -' Y- ." :. �i-s=-_.F {s6- .:fi. GY .. + 5 :- 'e #- 4`: FsfO t a�."_a-:41 7 ;,`.P --/- �' � JF d! a '. �:: iH f 4 • 4..t .�... i :1: Y n. �; r B @° �,; �"f i i �: :. Y J:6'.a .. Irr $1 !' :'f' f .-.Y,i •,Irl i:: �. F i # .� +.,. t. :'. s .'AI I'1. i1!' ?anti d t ! :.: fk If ? Yt ' t: -Y 3 H.. 3 . ' d �.. { iJ.. r. f A'• 4` Q N& fi r-•'' ? tr t Yi 'at a:.Y i ¥ _ " #. � { M' '! _ m" a.'S i'tt 'ii if,k. -i -' r. T-"d:i;a,.'r:f ,# f. rk f � H- f �,,. f r # ,bill � i � f�'1- g :. z,H 6' ' ':;' i. ,If-7 'r {. AIYY. { t ie:*R, ■■ a 1 � sa'iH HIeA{6 F! 5.t Ii ' Ma.E•8: Yk :Ai ii • H f' .. is �.kk. R • � L't - M: -Nr ` +! 6 �' . ' d. :E 1 _. @ ,' !. x 1 ; ;:.li C i :{ - i f ��{-a r.# W { � � r A.. ".a4frY{iN: .. - .� t 11INA(l4bWoH 1-.!4 !.- Y 's@k.A ,.Y.'Y Mg H '. eY 'iaY. ic. 9,A$ Y.:1. r^Ni_. €.'i' i'i A .. .• y...1 a ° •- Y - - � ' i.. i P �. // f H ..:: � . ixNxw. 1•i, - f, i @!r tH • Y 'N ..Y 'q _ 3, :M. c a { .. iF:` k - a YEA:,: -: { .:. �,. @ � .:.t•_,@ f f-.Y. -NI{ TMD '.r# ::li _ f - i'. fa '.a Y � • .11':.., :: _ :, ` °" : ir,H � _ J"Y'.{. ,k A 1 : f -. , _ : , : A :.. `} Y YH N i litra ` f k.'• r # t --_. _ dAF :. t dy Ag ; t . r'.. itIB-.: .i_ ig fri ! +' T [!d _ § �. {_a 2 i .Y.$ 1 • F R � @ 1 1 a a � E @ :. -'F k if '.� Ifs' - LE�IgI,: 9r �_4�Y"{ at•N ';wR'...:.i i'- " a if , A,7 '.n i ,: ' . + Y F $, t' i ..."H .5H f .aiF f 1 .E: �:�$ rPk - i!•, �. S 1 ,` :3'. . r i �T k 1 � �.... Pi @; t: ,Pf f � i3;6s. 1, ' : ?l$ r'H # �' :- ,:i 5 ,. „g .. 'A.. � H A. • '.r " w tl-',® i # :Ys ". k :' 8 A 6`. •' i �1 ! } -. - E : eA�t; �GF ! I Y � �' � '- _ :I. _- ry � a� a i '. - :` -W; :..Yi # � '. :. �� a. _..s e ;#,r., �-, fif5. J.iN 9:. �a# Y"w., ': APn i r•, :b i.- ' 9H1 '' @ AN II - ' Y •.:� r n d` "c @... t. i �• ro _ R r ." d ... � k3 ,': � - _. -. ` ::' i '..i...< : �r 7 ! � t Y # ... yr 1'Yi. N �. a H i k A •. 'l 1 � [ f - f 3' $" fH If �'.... . . - rJ. i f 3, ,. k i - i � �° � 8 { { r.. fi i i , ' k .: F f is ` :dkl a:H .. _ ��P.tA i 1:2r ' ? :1+=. N id.,: # H ra' ] � snN H idi ° F': i • , ,la SHEET NO. 1 ---PA -1-.3--- W V J Cu W U MIAMI«C1�ADE MIAMI-DARE COUNTY • CONTROL Q = _ (D O O O Q' PRODUCT SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC � DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street,, Room 208 ' � C5 0 (ll BOARD AND CODE ADMINISTRATION DIVISION Miami, Floaada 33175 2474 T ('7s6) 315-2590 >? (186) 3 t5-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0 U) -t-• C =3 Ca -ca cn NOTICE OF ACCEPTANCE (NOA) W2.mijm dadayoy/ernnpmy 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3 E IDENCE SUBMIT TTED� UNDER PREVGUS APP1tO VAL 412-020 . 2 v EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #1 14-0903,03 � � O= Cast -Crete USA LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0O LL Seffner; Florida 33584 L DrawingNo. FD4612 titled "Precast and Prestressed Lintel Details ,, sheet I o 1, � "r Lintel De ail " sheet I o 1, Drawing No. titled Precast and Prestressed L t l t s , f �" �, - 1. Drawing No, FD46I �, titled .Precast and Prestressed Lintel Details ,sheet 1 of . — — � ,+.r �� M re ared Craig Parrino F.E. dated March 24` 003 and Drawing No. LT4612, titled prepared by g ! �" ", "Lintel 1, prepared by Craig Parrino, P. dated March 24, 2003 andDrawtngNo, "+ r" ,# 1, dated 0.112410 and Drawing No, LT461� titled Cast -Crete 4 , 6 & 1Z 0 O C6 > � O -0 � OL SCOPE: "Cast -Crete 4 V & 12 Safe Load Tables'; sheets I through 3 of 3, prepared by �� to ,' cclt 12 "Lintel Sa e Laird Tables" sheets 1 LT4612, titled "Cast -Crete , 6 i Safe Load Tables" sheets 1 through 3 0 3 last revision dated 06112114 all Lintel S f ad is g f - — O L O . , This NOA is being issued under the applicable rules and regulations governing the use of construatian materials. g pp 8 g 4 3 revision 1 dated April 2003 both Craig Parrino P.E: dated March 2 200 Iasi > R , ; � through I of 3, prepared by Craig Parrino, AE„ dated Mardi 24, 2t703, last prepared, signed rand settled by Craig P,arrtno, P.E, tin 08119114. }, Q - — N � CQ Q The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P:E , . i°evision dated March 11, 2008, all signed and sealed by Craig Parrino, P.,E, on � Ca a-• �. 07 Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS Marcia 22, 2012. B. TESTS -C (�: L Test report on, flexural testing on 4 ", 6" 12'" Precast Concrete Lintels .,Milled and B. TESTS 1. None, This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-329-94, prepared I. None. C. CALCULATIONS Section in Miami Dade Coup and/or the : the DadeLaboratories,Re ( County) o AHJ (in areas other r than Miami ad County)reserve the right to have ort N 304 4A d doted 04110103 signed and by Applied Research p. o. 0 , tr gn 1. Calculationsfor Cast -Crete Lintels, .dated 0811912014, ages I4.,201 through 14.236, fp this product or material tested for quality assurance purposes, 1f this product or material fails to perform in the sealed by Christopher A. Maroon, P. E, C. CALCULATIONS prepared by Craig Parrino, P.E., signed curd Sealed by CraigParrmo, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1• None. modify, or suspend the use of such product or material within their jurisdiction, RER reserves the right to revoke C. CALCILATIONS D. QUALITY ASSURANCE . this acceptance, 4 ac ptance,lf it is determined by Miami -Dade Dade County Product Central Section that this product: or material Y s prepared b Craa 1. alculatrtrns or Cast -Crete Lintels -dated 0512�103 .207 .aa �' . f , p � " y g D. QUALITY ASSURANCE O1. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P, E,, signed and sealed by Craig Parrino, P.E. By Miami Dade County Department of Permitting, Environment, and Regulatory Affairs. I Calculations for Cast -Crete Lintels, dated OS/29103; 140 pages, prepm°ed by Craig E. MATERIAL CERTIFICATIONS This product is approved as described berein, d a H p pp i b r in, an has been designed to comply with the High Velocity Hurricane Parrino. P.E., signed and sealed by Craig Parrino, P E. E. MATERIAL CERTIFICATIONS I None. Zone of the Florida Building Code. 1. None. DESCRIPTION: (Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER �, i APPROVAL DOCUMENT; Drawing. No. FD4612, titled Precast and Prestressed Lintel Details",sheet 1 of 1, Cast -Crete Machine 1bLade Precast Lintels revised on M 1 1. Quality Sjvstern manualfor C � F. OTHER Le, e Cast -Crete USA Inc. d dated 811912014 signed and sealed b Craig 1, tt r from, at 0 g gn. � "Cast -Crete__ "1 prepared by Craig Parrino, P.E., elated March.. 24, 2043 and Drawing No, I,T4512, titled 4 , 6 & 12 2002.Cast-Crete 1. Lette br oration dated February 03 2012 signed and settled r front Corporation, , ary g ' . : , Parrino P.E.certifyingrim liance with the Florida Building Code; 201 Edition, , p g "+ Lintel Safe Load Tables", 1 through 3 of 3, prepared by Craig Parrino, P�., dated March 24, .�003, last Z« Cast -Crete,:: Quality stem Manual , ter Prestressed Products dated 2002.FloridaBuilding � ' .f - .. ;. de 2010 by Cratg.Parrino, P,.� , certifying cc"xripltatice with the F1or da r g Code, revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.IS Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08.-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section, A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None, MISSILE hVACT RATING. Large and. Small Missile Impact Resistant 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1, A. DRAWINGS LABELING. Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami-Dadeprepared by .Craig Parrino, PE., dated March 24, 2003 and Drawing No.:LT4612, titled 1 None, B. TESTS County toga_ "Cast -Crete 4", 6" & 12" Lintel Safe Lead Tables"', sheets I through 3 of 3, prepared by 1, None, `RENEWAL of this NOA shall be considered after a renewal application has been Filed and there .has been no Craig Parrino, P.E., dated March 24, 2003 last revision dated March 11, 2008. TESTS B. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1, Ntrtie. 1. None. TIGRNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the L None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C CALCULATIONS 1. None. D. QUALITY ASSURANCE 1, By Miami -Dade County Depar ent of Regulatory Band Economic Resources (RER),mi product, for sales, advertising or any other purposes shall automatically terminate this NOA.1~ailure to comply with I' None: any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the wards Miami -Dade County., Florida,. and followed by D. QUALITY ASSURANCE f Re t eog t t C d i By -e County Department 1, MiamDaDeparulatory and Economic Resources (RER), 1, None, the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall L By Miami -Dude Ccuntl+ Building Crude Compliance Office. be done in its entirety, E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturrer or its distributors and E. MATERIAL CERTIFICATIONS 1.. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 'da, shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, AE This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and ; E-5 as well as approval document mentioned above. The submitted documentation was reviewed by xel�ny A. Maker P.E. M.S.imy A.1M'lakar,, P.E., elmy A. Maker, P.E., M.S. e y A. Maker, P.E., M S. �.,.. ► 1, , , NOA No, 20-0630.15 Fro act Control Section Supervisor NOA No. 20-0630.15 Product Section Supervisor NOA No, 20-0630-15 Product Control Section Supervisor NOA No. 20-0630.15 �+ MiliAMMADE COUtITY tr Expiration Date: 09/11/2023 WWRU Expiration Date: 09/11/2023 Expiration Jute: 09111/2023 Expiration Date: 09111/2023 a Approval Date: 08/20/2020 Pagel Approval Bate_ 08/20/2020 E-1 Approval Date: 08/2012020 E_2, Approval Date: 08/20/2020 E-3AP , n �. 1s R o Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED TINDER PREVIOUS APPROVAL. # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. L None. B. TESTS B. 'TESTS 1. Nome. 1. None. L� C. CALCULATIONS C. CALCULATIONS 1. None. L None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE L By Miami -Dade County Department of Regulatory and Economic .Resources (RER). 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER), E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS + 1. None. 1_ None, F. OTHER F. OTHER i 1. Compliance Letter with the Norid,a Building Code, 2017 Edition, issued by Cast- 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- U) Crete USA, Inc., dated 08108117,, signed & sealed by Craig Parrino, RE Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. _ 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Later with the Florida Building Code, 2020 Edition, issued by Cast - A. DRAWINGS Crete USA, Inc., dated 06111120. signed & sealed by Craig Parrino, P.E.O 1, Drawing No, FD4612, titled "Precast and PrestressedLirttel Details" sheet I of > L Q 1, prepared by Craig Parrino, P. E., dated March 24, 2003 Land Drawing No. 0- LT4612, titled "Crest -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 O G� through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 200.3, least }, revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E , on CU January 22, 20I B. TESTS O 1. None. C. CALCULATIONS 1. Notre. Cl) M D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. O(� LU a my A. Makar, P.E., M.S. ` Helmy A. Maker, P.E.,1M"1.S. z J Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA Na 20-0630.15 z Expiration Date: 09111/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: Q8/20/2020 E-4 E-5 SHEET NO. May 27, 2022 PA 1.4 i�VL Al,,:s 1,1l ';il, i s,;..,r 1 .... I ,-- Tr- 5g r - I' T�r' f l j, N. W i.3YPfi' 1l•^ ,'•�T � i� � r II IdE Z— rr*i7c_ TILLIT TESTING & ENGINEERING COMPANY ?T.TF? A. --- W R TILLM JR., RE, t11tCD -XiI. 4nm NLP,B -`? Sm,-•411A7 a L..a L,,:�:.nx,. onus; iY PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE; July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUBCATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global protectlanProductsLLf 48DO S.W. 51 Street Davie, Florida33314 1 PURPOSE OFEVALUOTIq ; N This is a Product Evaluation Report Issued by Waiter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This is b l product being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Coda, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code• This Product Evaluation Report shall be subject to review and revision in ease of a Building Code change that may affect its limitations and conditions 2-EVIDENCE SUBMITTED' 2 7 .PRODUCT EVALUATION DPCLU JENI(P.E:D.t: Drawing No. 20-176, titled L120 (SAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Waiter A. Tillit, Jr_, P.E„ dated 07/28/2020. This drawing is an integral part o, it Its Evaluation Report, ��,,NOk�R A. Fr/4"IN. — -'- I, �XC ENse, ,, , S 4 --.#-" 'N0, A41 67 1' i ;3 � �,f -C Uf -Z 6355 N.W. 36th Street, Suite 305, Miami, )deride 33166 - !'hone: (305) 871-1530 - g't SIP,e, A„i- n+"`" `1 PRODUCT L'S'ALT:lATS4N IiEPQH'E,NG)..2U-Q7ZR.DI L 2 2. TESTREPORTS; Large missile froPactan d fatigue toad tests were performed under Protocols 7AS 201 203 as r section 1626 of the Florida Building g Code. e Uniform static leads as per TAS 202 Protocoi. Test reports prepared by Hurricane Engineering o Testing, Inc., Reports # 96-569 dated 08/09/1996 #96-57Odated 091 811996 g p- 1 #96-T30 dated OW20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/0511908 witnessed by Gilbert Diamond, P.E, and Report,ko. 0219,01-09, dated March 4, 2009, signed and sealed by Edmu'nda Largaespada, P.E. and Henry Ha mfie, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13. 2009, signed and sealed by Frank Grate, P.E. .3. T U.CTURAL ENGINEERING C14. GULA1KM On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind toad, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code, Calculations prepared by Tilteco, Ina, dated 11/03/08 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P.E. 3 MISSILE IMPACT RESISTANCE.• Large missile Impact undersection 1626 ofthe Florida Building Code, as per TAS 201 Protocol. 4=WIND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind assures. Maximum panel length shall bens indicated on sheets 8 10 14 b , g e 1, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D-), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.ED.), drawing No. 20,176, t, INSTALLATION` Installation shall be perforated strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23. 24 and 26 of 26. of Product Evaluation Document (P.E.D,), drawing No. 20-176, Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No, 20-176. `k'MA1111nF)I}b��✓M'. ,AHA III T/4 'a <7 - v . 1$7 ,k .* �r STATE OF -,LEA s s ,ZORtO?IV , hFAF 6 /QNIA; rEo,�i"r kwin7C' ,'ELArV*UQNREPrOW N9.2D•®=M 3 6. MATRiAL CHARAGTERRSTI-CS,AND PEC F-ICAT O-W- Shall b strict In accordance ' F G n ewit General Notes and Components, i dicated o ►Y eo n sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing N 0-176. Anchor 0 2 or specifications shall be as indicated an sheets 1, 7 and 21 of 26, of Product Evaluation Domment (P.E.D.). drawing No, 20-175. 7.. nLIMITATIQN,S AND CQNDITIONS Ff�i, i1SE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thril 14, indicated on sheet 1 of 26, as well as General Notes# 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P. E 0.), drawing No 20176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., R.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANEZONES as defined on section 1620.2 of the Florida Building Code. 7.3• Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit Jr. P.E.(Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). 't,1001010 nA}/ 11-!V.- *1GEN6s,- :f sz a s r_- �_,� n.44167 _ . - ; =t, * e :� ?�` S-, TAE .lDc � I € %n9O'��- 00, 'S�N;'"o/(N+N340 14411lll)1111M WATILL Ct i TIL T EC4 ADMON RtCORD:S' 1 P. E. REPORT-20 i GLOBAL PROTECTION PRODUCTS, LLC ) 26 GAGE. .GALVANIZED STEEL STORM PANELI DRWG 420.1?6lREPORT # 20-072E.01 Z I ILI ECOi;-\ TILLIT TESTING & EtGINEERiNG COMPA14Y WAS, RA. TILLI a PM,E. filteco@.wl.com .com TE T Bco ! , Cs6o PRODUCT EVALUATION REPORT F pT TA—,IlTa 44L6, FL C,A. Li-U, N.-Tw?i 9 REPORT NO.: 20-0727.02 DATE: July27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUP -CATEGORY. Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER Global Protection ProdugM LLG 4800 S.W. 51 Street Davie, Florida 33314 1. PUJIRPOSIE OF EVALUATION: This is a Product Evaluation Report issued byWaltar A. Tllllt, Jr., P.E. (System ID 1906) to the Global Protection Products, LLC, Rule Chapter No, 61020-3, Method 1 D of the Florida Department of Business and Professional Regulation. This rod t i being ssue n Evaluation Re a e ri n s P . Uo s g l as i PAD sd, sc, bed herein a d ha_. been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2,i eRODUCT EVALUATION DOCUMENT (P E D)_ Drawing No. 20.175, titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A. Tillit, Jr., P.E,, dated 07f27f2020. This drawing Is an inte o NO�ftjWis Evaluation Report, I♦0 , ,E - 7zz,pv4, r ,. N --''' :'LL tl" 167 1. tk- / -o STATE OF 1-1 s�0 CEORttlt`• •�rt� - 6355 N.W. 36th Street, Suite 305, Miarrti, Florida 33166 - Phone: (305) 871 1 3 I'llIl I/l tp(3�C 39,I-1531It HIO PRQ=T EVAIAI AnQN "ORT NO, 20-07 27.02 2 2.2, TEST REPORTS' Large rni i impact d r ss let ct load tests were performed under SSTD 12•g9 standard 9 a as P P• per secti on o 1 i 2 of Florida Building U n 609. The o da u Idin Code. Uniform static loads as per p g 1709.8.3 Section n , per A BTM E-330. Test [sports prepared by American Testing Lab of South Florida, Report # 0814.01701 dated 03111102 witnessed by William R. Meitner, P,E-, oriz Moroz, RE, and HenryHatkem, P.E. and FRepart No. 0219.01-09, dated February 25, 2009, signed and seated by Edmundo Lar aes ado P.E. andHenryHattem P.E. Large e missile impact and cyclic loadings per ProtocofsTAS 201 & 203'09 per section 1609:1.2'ofthe Florida Buildintg Code. Test Report prepared by American Testing Lab of South Florida, Report No. 11.21DII-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13. 2000, signed and sealed b Frank Grate P.E as erASTM E-8 n Tensile Test g Y P and Ten le Te as per QC Metallurgical Report No. 1OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E, as per ASTM E S. 2 3 W-R-UCTL,IIRAL EN INEERING 0"W ATIONS On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wind load and panel length Cased on rational -and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculalions prepared by Tlitado, Inc., dated 12/18110 and 08127113 (for this revision), signed and sealed by Walter A. T81it, Jr•,,P.E, 3. M15SILE IMPACT RESISTANNCE:: Large missile impact under section 1609.1,2 of the Florida , Building, Codeas per SSTD 12-g9 Standard and TAS 20,1: 4. WIND LOADSSESISTANCE• 24 Gage Galvanized Steel Sturm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 10 of Product Evaluation Dement (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 6, 9, 10, 11, 13 thru16 and 18 of 18, of Product Evaluation Document (P.E.D,), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. PRODUCT EVAr UATMN R'_FT' ORT NYt 26 13i27 T11 3 5. INSTALirA IZ Q®N: Installation' shall be performed strictly in accordance with detaifs indicated on sheets 3 thru 8,12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20.173. Minimum separation to glass shall be as indicated on sheets 3, 6 1 14 15 16 an 1' 3, , d 8 of18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. D.-MATERIAL CHARACTERISTiCSAND SPECiFICATIONS• Shall be strictly in accordance with General Notes and Components indicated on sheet 1 n e o d and 2 o f 1 f Pro uct Evaluation Document(P,E.D,), drawing No, 20-175, Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document(P.E,D.), drawing No.20-175. 7 J.IMITATIONANb C(�S QF USE` 7,1 _ Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (RE.D.), drawing No. 20-175 i. prepared by Tilteco, Inc and s fined and leafed by Waiter A, TiDIt.Jr., P.E. 7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3_ Product shall only be installed into poured concrete, concrete block, and wood frame stmetures. Product Evaluation Report prepared by WalterA. Tfilit, Jr., P,E, (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). WATILL O.ITTLTIF,co A0M0 N RECORDSipy E. REPORT.2t GALVANIZED MIL STORM PANEL +DRWG # 2O-175 i A+t W Q) r— /� VJ a) _ C0 > V^, � I -I--,/ U :3N a) 0- C O C - C6 -+-I` C)Cn (1) (1)a-f O -0 U O Q C L O (1)0 M O -O A.-# CU EL %+- O — M > N -- Cn R M - ca. C- M -0 �� .= +-0 U) Q 4 Z Z W J GENERAL_Ii:QIE�: 8:3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE � P (SCALE 1/2=1") " A r _F� 20 atoE ID{L aa�tw _T RfEFl grow NA}fL'A') EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH To REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. - � 1 W10. '2wji 0, 3W/10. 4W/10, 5 � 1/4, 2/4, 3/4, 4/4, 5/5, 7/5. STCRM PANEL TN_ ON TMIS PRODUCT EVALUATION DOCUMENT (P,E:A) HAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SNAIL DE AS MENTIONED IN S.i) AND IN B.2), _ __.-._--.__...-.._--.______._-.._.__�.._.._._,.__t9.19$' (TOTAL AYiOTM)..------__ .....�._ , ._..,..._.-____._.v._., is.)56" tt'DTAL WK37H)-. "_,-..�...__.�.•._,.,._.-. W/t 0. 5W/1t ii 7W/1 t / nKn:i--;2,: �. ._-_,_.__ __. ACCO{RDNJCE WT[k# JOE 2020 ('F$i EDITION) OF THE FLORIDA BUILDING CODE. (C) r0 E9gw w=-tmLN w- c r 0,'c- MRN ,:-.____- -. __.__.-- 1 ! I , I 3` MAX ANCHORS. FUR CONCRETE SEE SCNrt9Uti On 53ItF'i5 B k B„- 3' MFR,y ...;.--_- ....-�__.__.._. - 32S- (EFFECTIVE WIDTH}------___._-.._- - 114 "t TAPCON ANCHORS. AS MANUFACTURER B+' I.T.W. BUW3FX, INC- „__.-._- .,..E._ ,, ._.__...______.��, FOR A WIND SPED SHALL DE DETERMINED RI PER SECTION THESE THE ABOVE ILL BE IN CODE d-, P - B t A % ! a.25O - ^---_---. �I' MINA FOR WOOD SEE SECTIONS ON SHEETS TO tR 1T ' i' MIN, FOR A WIND SPEED AS RF3JUIRf'0 BY 71E .}UIHSOICOON WLIEf✓E THESE SHUTTERS WILL INSTALLED AND - 0 ANELAUTE fEM41E 10 AND PANFLAUTE PLUS ANCHORS. AS MANtlrACTUREO BY ELGO CONSTRUCTION PRODUCTS / -y v - tom. 4._.'--� % ..\,. FOR A DIRECTpnALRY FACTOR M-0.85. USING ASCE 7-16 AND SWILL, NOT 1EXCEEC THE MAXIMUM (AS.O.) - 1/4'e LAG SCREWS PER N.D.S. I a-1.3I50 ! 1.390'--a 31i0 . , - DESIGN PRESSURE RATINGS IN�ATED ON SHEETS 7 THRU 12, 14, 15 16, 79 A 20. - 7/,a e x S/$' WOOD BUSHING, AS DISTRIBUTED BY ALL. POW SCREW, BOLT h SFECUUY CO. I ' _ , _r.`' _ _ Y, N. , Z .. � 1 � '-` r-., O.O3a` UK IN" *- 1.394 , .yr} . ? a 0 a d IN ORDER TO VFRTFY THE ABOVE CONDITION. ULTIMATE OCRIGN WIND LEADS. DETERMINED PER ASCE 7-16 - - _ - - -_--> ' ,^._. _ _ —___ !w' ! '; cxwtR2w sTEE a.M. 3 4 t T-= -r - - -r f- rr -� `T 7 -7--T----_T € ^, - AstM A-adl __: 1= i f I i f- I _.._.- a C.1) MtM M. THREADED PENETRATION INTO WOOD CI TAPCON ANCHORS SHAl. LSE 1 1/Y ANO 2 FAR ELCO PANEiMATE PLUS I ,> -. is SHALL BE KiR'ST REDUCED TO AS.O. DE%1GN MHO LOADS BY MULTPLYRRG THEM BY D.8 W ORDER TO AND PANELMALE FEMALE to. / . tlA3a' AtR:N. THICK tfEMMETM,,x "F ) , I i GAApE OMV EpOp - - COMPARE THESE W/ MAX tAS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 17, ta, 15, 16, 19 At 20. � , � % I 2,,, CALVAN12T71 STEEL EDGE" y / '� V 1 '� 2.eQY I, ♦ ! fi"�„Fi`z 4' / � \},!a ni /�c`h t y "'7-"•"` - g � �n ♦ .! 14�J YJ t 4J I ,A I i i jj i C.2i AUnBa M THREADED PENETRATION OF AG SCREW, INTO THE W000 FRAME R R SHALL BE ' t f2 N0 THREADED 2 0�0 H 7IMEn Ty? OR 0 DLGIL A 2 " C ` ' _ , iNEEMMiD IYP. alTAa T i i I I I 7r 11 IN CINDER ICI VERIFY ADS S NOT ON T}1M F.E.O. AS ANALYSIS, TESTED WERE NUT ACINYER STRESSED, A G BEEN IN EDIALLOWABLE PENETRATION INTO STUCCO SMALL BE CONSIDERED AS PART OF THE REQUIRED THRE.AOED PENETFUYRIN. - EDGE IDE SO ONLY ' LDE7AL ADOE N' AB.S 1 i I 1 i Ci 11 Sn>.ESS FOR WXRD LOADS WAS '¢7_. USED ,N THEIR ANALYSIS, FASTENERS 5PADw0 TO WOOD NAG BEEN DETERMINED IN I ``'-L . ACCORDANCE WITH NO.5 2D,8. C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD 9HAU BE AS INDICATED IN THIS DRAWING L 1..RET - AB.$' z. f� � I +. 5 � I I , �I O ALA YYY STORM PANEL'S ME IOEED CY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED XR ACCORDANCE WITH SECTION 1$26 OF - _ _ _ _- _ _ 4 1 _..__ 1.330' _ ..... .... -.,. TJ50" .r/ _ ;l ' 1,. I_. : Y_ M] I THE ABOVE MENTIONED CODE P5 PER HURRICANE ENGINEERING t TESTING MC, REPORTS 98-Sfi9, 8$-579 8 96-T30 AND L.d) AAIaMUM PEM€}RAilON OF WOOD BU5IRINO SHALL BE 3I9'. I/4' t-2TJ SCRE7V5 USED SHALL BE , 1/2' L0N0 MINIMUM - ,39D"-.__,.�-. 04 FENEb`R?At1PN /FSTRNO LAB INC, REPORTS j12n32 & /2128 AS PROTOCOLS TAS-26,, TAS-2O2 AND TAS-2-0S. SHOUa? STUCCO EXIST:. AND ,' MINIMUM FOR WALLS WTTH NO STUCfA,---.. .-_--...-6.850' _ 1-1 .-.-_ 'V'AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT 00219.01-DO, AS FER TAS 201, TAS 202 AND --�—V T_ _T_-I .- __r_ I� C5) IN C,Fz^E'MAT TREBLY STONE, bR PRECAST CONCRETE PANELS, STUCCO 0R W000 BOARDS DIE F0UN0 ON THE EXISTNG O STORMPANEL 4 ENS STORM PANEL l i _ v t i,'i.?' .. ,_._ ' ,^ ..^ - IA CA -ALL ALU STANDARDS. WALL. ANCHORS SNAA BE LONC ENOUGH TOREACH THE MAIN STRUCTURE BEHIND SUCH PANELS—2;167`-..--- f {yy 3 _ , h "' I - - I I l� I 2 ALL ALUMINUM EX'FRUSIONs TO BE 8063-Tfi ALLOY AND TEMPER. (UNLESSonfERW9sE NOTED). SEE SHEET 2. ANCHORAGE SHALL 8E AS MENTIONED IN ci): C-S) & C4) ij !!! _-1--- i 3 ALL ALUMINUM SHEET META. USED AT CLOSURES SHALT. HAVE 3105-814 ALLOY. t i 1 - � (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. -- _, i-OO',t.«,--__.u__-___ 2.lBT___- { ALL STEEL SHEET METAL PANELS SHALL 14AVE STRUCTURAL. CUALITY STEEL, A5T1A A-893 CRPt7E 50 MINIMUM, 0-6D YI E( ! �t lAMMEt.*.s ENO uF ,,.G`' '' il- " 1D6'. as25` T!{9F-21L L {y-30. .}25 i 4 l ! { i - ;% -------- ---- .„„ _750•,.- // i 'BOLTED PANELS W/ T/4P-20A 1"$. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWIND INSTALLATION DETAILS SHOWN ON SFCrCW S THROUGH Ili (SHEETS 9 "" U `" ,:.250 '� :LSD •� ..� . W _,3D4 Sf3IE5 SOR SEATS r UNBOtt£O PANELS i � � � GALVANIZED STEEL 0ESI0nATTON WJFY. 98.5 aa1 (AFTER ITOLJFD). WJ 9dENMFA EDGE''• /� "�--, } :}DD .. ,125 , g,.S, gTUO.RryEq£D s.5,. SitIXt yTMi},p --S ,/9A , -°•1 s. M.s. �iftl7 w/ 7/B z 313z y-, Ct r- /,�` 9. ALL SCREWS TO STAINLESS STEEL NI4 0R Sta A51 51:Ra5 OR CORROSION RESISTANT COAlTD CARBON STEEL AS PER gy 9. IT SNuu. BE THE THROUGH 0) EXCEPT T+Ik1 HF.ADER.S t�&#� SW11„L NOT BE USED. xw :..I - R [a _.. ± 1.. TO ANORE o TO A1rA.f O }_ _.__y ..t APPLICRBLE).. ,''. i ` 13 1/F' 0.0 12 1i7` D,c. F 11 I !�', I I i iSEE SELtTONS APPI.tGABLE) +mom RESFONSIBfUTY OF THE GOMRACiDR D VER)iY THE SOUNDt#35 OF THE STRUCTURE WHERE SHUTTER LS 1D o ♦ f0.W, LIDO .093' i. .I, - N ------ 1-. - t_....a.,.. __....1..�±._ ' ,I i � I iDIN ION 2 WJ 90 }c„ YIELD STRENGTH AN0 90 Ali TENSI,.E STRENGTH k SI,ALL ffA,iPLY W/ .1,LWIDA BULLOING CODE ATTACHED TO I4SVW PROPETR ANCHORAGE. THIS 'SHUTTER SHALL ONLY BE ATTACHS.b TO CONCRETE BLOCK OR WOOD FRAME 3.375" 2.t25" --If ' SECTION 24I 1.3.3.4. BUILDINGS. - � ,083 .CGS• 2 OOC• I . �- _ I I � � I..--. -1.... __L_.! � � --,..tom+- i '. .c93`I : DETAIL r .834' .G38" SEE ... .. _. _ 1j _ tt .,T ._ - _.... ,_..., _ __ _-i -T- �6 }i $. BOLTS TO BE AS1M A-3U7 OALVAtI2ED STET.'.: OR ASI 3O4 SERIfS s*7AipILESS 57r.€G„ WITH 36 'IWI MINIMUM YIELD G-+., j 'r'` T -- 0) StRENGIH. ,0. EACH REGULAR SEEM PANEL WFTN RESPECT OVER W-SHAU 7HVE A SLIT. AS PER ICY M S B, 8. B t¢ S AN0 ALTERNATIVES BW. ..:�`"C25O• h`"^- 2,.t25 R. Q ]73i '' {.__ :-1;IP L.iZS IAA i __.._.,., # ° 1 e' ?i i I , -...r lEO -_• U SV T ANCFIDRS TO WALL Stull 8E A5 FOLLOWS SW & IOW ON SHEETS S, $ t 12 REBFECTNE7:Y: 5FW1 HAVE A LEGIBLE AND READILY VI5E6tE NARKING INSTRUCTING OWNER OR -„ HEMMED 2'A F. i t25' I L i jj �'o i Q TENAMTOSECAIRE PANELS WRH APFUCABIE REtNFORCF3AQR OLAIt� PERIODS OF HURRICANE' WMN,NG R 0. .373' -} : T I I i I I ' I I l i i i I f03 03tN TSi.»P.7id97P)G_.,?S Bkp 4NS.u"",..� 1S THE INSFAU:31719N CONTRACTOR IS TO SEA4JCAtILK ALL 34WTTER COMPONENT E17GES WHIOFI REMAIN 3N COH}INUOUS GY3NTACf WIXN „ L _.:. - J S A r_.._.. _.--._:-_ S- U-. ._....__._,--.._-.. -.".':-_t.SN-,- I.50p' { jf( i I I a.- T/{'t TAPCGN .ANCHORS AS MANUTNMRED BY' a:TA, DUILDEX, ANC: (Min ra=3182 ps.f.) TIE BUILDING TO PREVENT WINO/RNN INTRUSION, i ,} D A - _.:, fs1 I -. l#"'IN 1 ; t I I i g� j It "r- h� Cyr t 111 i ` i , .1._..i.. .. #._. ='r.J{• e , 7/8" CdLK-IN ANCHORS, A'S NANUFAC7URt?i BY OiWAV INC, tMIN. N'c-SOW P.a,,,`j .tMaII✓4w,Em.TAIL.r' /3i L-. _a.aOC'-:_.. °--- 2.oDD"-,'... j".�y I jj I- I/4•m,3/d' SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL PCTN7 SCREW, DOLT 4 SPECIALTY CO. 12, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED iN INNS DRAWING PLUS ANT BUILDING .AND ZONING REGULATIONS ROUNDED CORNER 0 ENDS OF PANELS }>Ay It, 1).M", RP+. . 4 `"i' - --.--_._..GILL_ --#, :0�__..{__ ___y.a.P...... :„„_ o ___ ,__.. ___ I I _ I cc(M,n- 1'at30L� p.s.N.) PROVIDED BY THE UURFSDKTIQN WHERE PERMn I5 APPNAEO to- END UP W/ HEMMED EDG€, 2 a'h".HEADER 3 rllN H E�FR 4 WITH STUD ANGtE WITH {I _i � V did-f0 PANELMATE FT3aA£ IN t PANE1-MATT PLUS ANCHORS. t5 6/ANIIFACTtIREO BY ELCCO ODNSTRUOTIUIa FROOtIL"15: (N.T,S) � -'"' g"Ea � � ANGLE @ 4�i' ,�6 ,t�'I'�, ©OF - (AIN. I-035C p,s.;,) iS ta) fiaS PRODUCT EVALUATION DOCUMENT tP.ED,) PREPARED 8Y THIS ENgkEER IS GENERIC AND DOES NOT PROVIDE iMFORA+ATCR D 3` MAX L _3' MAX , E c ,.` t` Mlw, ,•; 1/4, 2/4, b//4, 4�4, 5/5, 7/5, r• MIN. +,® FIJR A. SITE SPEC1IC PROUEGT; I.o. WHERE THE SRE CONDITIONS DEVIATE FROM THE P.En' I.._.. --T VARIES I 14Y/t0, 1/liZ 10, 3W/10, 4W/10, 6/5 - LI#'m CF TAP -GRIP ANCHORS. A5 MANUFACTURED BY TRU-FAST CORPORATION Cra=360D pa.I.) A�t) ARNIMUM F]aBF.DMENT (S TAPCON ANCHORS INTO iadlJRED CONCRETE $MM1t. DE 1 S/4'; 2" FOR PaNETd1ATE FEMALE (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTAlAAnOM NCLU04NQ LIFE SAFETY OF THIS PRODUCT ' I SEE M, is .374' BASED ON " P.E.o, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT f _l 0-U4, TOP EDGE 374 0gb• ,37{' O- _.., 7150 -..4li.5VIl aw 11 A 7W i t ID AND PANEMALTE PLUS AND 1 i/{" FOR Cr TAP -GRIP AttCHORS. 7yp / / CONSnitiCTO1H SAFETY AT SITE R THE CONTRACTOR'S RESPONS18nIN. I r...- �.-'7.W .:�E' {V,NEI. -188,- J .. I -3T0" 1.125 dt.• , 304 SERIFS -__-. ._—..-_.ANCHORS; FOR CONCRETE SEE SCHEDULE ON SHIMS 8 h 4____ --- .___ Al) CALK -IN &SOLID -LEI ANCHORS SHALL RE EMBEDDED 7 $' INTO THE POURED CONCRETE NO FANDEWIFJNY INTO L ��.- t T. 1' ", p '? ?S STUD RM3E0 Tif FOR WOOD SEE 9EC71ON5 ON SHEETS 10 dt 11 / (t) THIS PRODUCT EVAfUfAT1ON DOCUMENT Wi4,t BE CONSDFRED NVAUD IF IAOTNRED. ' ,36A-e I '°i' ,' AyGI::g t? 1J?-a,0,. I I.{07.1 UB3" 379" [-- 270".& B{O• f._, SNGxO SHALL BE PERMITTED- 1/4' 0-20 SCREWS USED SttALL BE 1 1I2` LUNG MINIMUM SHOULD STUCCO EXIST• 52g•� _. -} 1 B7t I ^.-__.? I ND ,• AIt"UM FOR WALLS WITH NO STUCCO. 40 MAT' 8E HEADED SCREWS OR AL THREADED SCREWS W/O HEAD. (d) SITE S0i PROJECTS SHALL BE PREPARED BY A FLORIDA REM5TEMO ENGINEER OR ARCHITECT WHICH WILL BECOME THE ' '-' - 1,67T" DIli WRIT WING NUTS. ENGINEER Or RECORD (E.n.R.1 FOR THE PROJECT AND WHO WILL ! E RESPONSIBLE FOR 7TE I ' ( L'- SOO- 1.OB3' 1.3{3' 1 q? 1'�' PROPER USE OF THE P.E.b. tNGTNEER OF RE'CCRO, ACTING AS A DELEGATED ENGINEER 1§ THE 1 lee HOLE FOR � _._ _i s` '� ,mr 1.G19' I A3) IN CASE ttuT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO, DR WOOD BOARDS BE FOUND ON THE P,E.D, ENGINEER, SHALL SUBMR TO THIS LATTER THE SITE SPECFFK: DRAWINGS FOR REVIEW. 'STLR,•L00aTIMN At ,.` Y »--R.t2' V�LJ1R .7T1✓RM PAN E•L.J R � ELECATION 997` s t C.....,l._... - .D$0" E»» .3 t ,�..,.�t EXISTING WALL OR FLOOR. ANCNOORS SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SUCH I EVERT PATEL WOW } . UK, . AS' __. N.T.S. PANELS ANCHORAGE 5FWL HE A5 MFNTtORNED IN A7) AND IN A.2). (e) THIS P.eO. SHALL BEAR THE DATE AND DRIONAL SEAL AND SIGNATURE OF THE PROFESSIONAL �-,._..._! I _ Z�`-� E LOB{" MNCER OF RECORD THAT PREPARED IT. 5 KEY HOLE WASHER SWO ��xP') (B) 1}}„Q7 tTPik QMO&�, DLi; WAIL A_TTMS. k 000- W is w N r ry I/{' AbX. OAP 14. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED Oil A READILY VISIBLE LOCATION AT STORM spy, }p 7:d1�_""'-�� 2t<1�NFi0Lp V PANEL SHUTTER IN ACCORDANCE *In SECTION 17D9:9,3 OF FLORCA BUILDING CODE, ONE LAM "-J 7- �,A3pOLAN= 4318 F TRACK AT PLATED I!�`. Pik 7 ANCHORS >s IRS, AC MAMU er I• T. vB awtlra. Inc. -a •.._, F CK NGtE ( WITH Si"!1D ,, i Dvnat w. _.__..,, ALLM J{" " A 7IB CALK- A ANCHORS, b MANUFACnREb fF DEWA t INC- (M TI. L° & SP PxT } SHALL BE FLDING FOR EVER OPENING. LABELING TO COMPLY WITH SECTION I909:9.2 [F THE 0.03B" (Mil SI ! J4'► X 3Ja SCALD -SET ANCHORS, A$ WSiRIBUTFA BY ALL POW SCREW, TIOI.T 8 SPECWLIY CO. auvwxm stEEL'_ - 34{'A `+`�}tTfL( h (MIN l'-Two P.a.L) o anA awLDRx cone A. - #RpT'tWCiS Mfg, T'ma2D71 d u011144 .- OBSAIN PERMITS m nt€ STATE of FLORIDA M Ts- InBc t ' - -� t 1.�_- s �,'` �,GEN$ �' ' Ta-TO PANELMATE FEMALE 10 AND PANEIMATE PLUS ANCHORS. !S MANUFACTURED BY ELCO CONSTRinTTON - M THIS nfuWRiO SHALL ONLY BE USEV TO U. a� V �T t p,..Q NNN I4` t OF T*-GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST' CORPORATION ���i A, !... 'V/y .375't 3B't 875:• „x,' J - t. a L+Ali # M 8.7) MINIMUM EMBEDMENT DF TAPOON ANCHORS, 0.Ca PANEtANI AND CA TAP -GRIP ANCHOR. INTO TI,E �4' �C . ^"t/ b FLORIDA BUILDING CODE HI h vel4Ci Hurricane Zone 'i- - ---1 - -= N0. 4�1/67MAXGAP ' s+`' F'� R ; '.f,,. Bract UNIT sHa HE I 1/� $ s L i Tk: :# t FLORIDA BUILDING COOS (High Vs€ant HMFHcnne Zone) -X 0,'' EN FLORIDA BUILDING CODE (Hi h YelaeN Nu cone 2GTa %. mTTm. Ilc. 2G GAGE .raALVANIZED 5rEEL. STORM PANEL T'r r -4 _-` WICEL BOTTOM - STATE OF • Cz elan liu=. Nc FF '� sN PANEL x a° °9 ° NC 2O GAGE GALVANIZED STEEL STORM PANEL F'' 8.2) CALK IN rs souO-SET AnGHaR5 sHALL BE. EMB*.ODED 7JB" Inm THE coNcaE;E BLOCK utmT, ND eMBH, T NO.. ii 1H7 aY' z .) " LOBS`,,,.,I. I ,a.,,.;{�... D WING N� t '! �-, ",. e{,_I 2O GAGE GALVANIZED ffiTEEL STORM PANEL ,tn, E NO 441�7 ; z aRMm bY, ar/m/mma. l__.,.. .N23 "t...Mo-7,' $ O •.. LO, , $. DRINK-1.:'k . -- ,NTO AND 1 SWWLL BE PfRMIT1E4. 'tIA" t_29 SCREWS USED SHALL BE T T/'1' LONG MINIMUM $7L4UIS uCCO r'--.,,a_ *•""':: � '"a'°'G 4 r D mm., =I, 0?Jt8/gGyO _ tl<'. f'_ />fa13t Extsr. AND T' MINIMUM FDR wALs YArN No snlGco. ---��-°'°®-`- r'iLOBAL l3ROTECTiON PRODUCfiS, LLC. ',„._-- � � '� � CTION A-. . -ti; 57A '�"' ___-_.,. IL ECOANC. nAtD 2.DOO'.-.�: -P :, OF ; \ - s.w 51 5 [ET . y MS Q ' 1 GLOBAL IROTECTION PRODUCTS, LLC. �+- DLTs. �GLOBAL PROTECTION PRODUCTS U.C. I Mc Qom,•., ,f•, - TILAtT 7 nit aRalNcaTlNo eoMPANY DMie. +L xn,• __.�. /� •ot ATE -60A.",• , nIN x.'m Mawa a. trt ,w PNaNE: EP51i�-TA, . as � MA CH 1 Hf1AA.. Y G }N �'�..•- 't' �GIRA,• ro Nam-a7tN ?D-t 76 l >, --^^^"-- Am e.w, 61 STREt7 _ +Ira S.W. by SiRLT.7 . tr5 . rd Tad .a aoAM m- I 2'X7"X A _ I3 OWWt ,"'•--^"•---^" -, vrAmw ;rt; w .E DRA IM Nm, ALTE RNATNELY, MAC NTT W/O T tt ✓<,�i TtAtT T b d CNDaIEE N Y aaMP ODE. TO F . - • YRL)T TC4lw1 t ENOMEONNG MY DANL n. A", °P'n "I k d aE/a t w FR R OPar,aN.. F. w - A W� WLAA�i" MOWUI WC WASHER W ADWMNAL L aN-nn yyA � •.......... I Mae-75Ma iNc (e j� a e7 aH U OA 4ata _ _ _ NIOGT , W ae }a tXSj32' TNA4IEx tsTAINtt55 na aw, FA-aa,Ar i9 naa,e! *.. PMOND No. ' FAX: m5A 30-175 >• ,C •. .er'A',±.{g? .. 0-178 7 n... , ; lfia,-R:m , Fa, : L9gf tH•aA, :-. tlPD9YW0 Has A �` ww • oAND Ra-tam .. 719 t F. am-,m, t+, 3aa, W Y a,E tala.N eaWms. R ia,A RipNE %V ^sTEET< aR EAT . PLAlEO 5TEEFlt, WATER A wwr ,by , •a 9mwMm wet .SETT 2 OF 1N �t7 f1ANMAN�:a"' ,, � f •, SNTAR 5 M 26 q.. A M!f/ NAAA URE%iM1a WN.TERC J.' lNUTTa4.. P.E I *M+?i ,w �, INSTALLAJIGN INTO EXISTIjii POURED DETAILS FOR REGULAR, P4NELSC1) CONCRETE OR CONCRETE $ CiA BLOCK STRUCT JRES CpatxtEtE AN61gR. t5a SCfaDUtE ON CONCRVE AKONORf a>WOAH 4) M.-M.- \ENEETS CONCRETE ANCHORS (SEE SONEaAE at :.. ' R)--"-..-E.D.- CONCRETE ANGaHONS igE SCNaDiILE 4N " GbNCRE7E AED tffiill i:GMJTANG PrATREO _ ',: � JL4J SNiETS a TMRANO1f 9) 0-- EXISTING POtRt D g I' ) 1XMiC(tE7E I SHIETE a tMWOIINN e) t ta:. y a,e. t 1 t- ` ss mml,s t Aaa,_ r tW �2 ' -i �' M.ij J I Mtx , I f aY- Y -tl0.T5 9S r..: �t1 �. f r swlD ��_'i ?�e I ��• r7 �T ' L 1 i raw*• t f�! �1 _- s EXISTING TOURED E b. ♦ , i 2 1 I I1! i 1' r b. 1` EXISnMG POURED 4 1 t EA. _: 1 \z ta' RFaUWEp t L CAA i .� II AE IRE&ti as t 'v.J iCONCRETE aaAa.1 l 1. tRM$ ".''..,` \ 3 tT... � Oe �. .LYOry I tau ArKixaaA ( 1 1 Sf[ =KW" I - N.. Wu ]U5 aM,N.' 1 , 1 ;':,'b \k I AW R 2, ,? ,/Y DL 1 I ,2 ,/a` aL 'AraA w I (}( I TA aAaS. 1 aC,IHFAI, R ) j} f - to 1 I m auffi: 6-°R� .. ..t mega I 1 t p--N aAs -.3 I O we Nana 1 aX Y . SFSVMPdwI.:. TD aX.Las ,IN I 1 I HI'{k,� tom. I I ( F A rk' - r -� a'Y, I y0--1 1 I T ,'1i ursTWF.-.1 ) Fi i I �, t 1 FF ,... _..-F.- _. __ arAS I. - 1 + 1 1 E T i 1 1 R I I ! � 1 1 6 L i !r f„ �;}` - t Lt w : I M C >{�. I ) \°A., �M-,,,'s; -r S ..-. ;';\\- I a 1 i I ..„,. ,7.fD'm.Ys3" ✓'i""" awAt A o I Et#RT 'SITU • I I Six,' z7La s 7 z s AC 1?' x -„a ti ly ISnNG D E.t1, EX INXNRE_„ CONCRETE' OR I ,,' I - p -- 1 � s 3 I �-.... I t? tl7- QC. t.M. `,. E:O 1 E%ISntiO P i D t :-+ •'-„ [1FTi,' SSA w I E�ID. I EtDS[vnG POUAE ,? I ac 1` e_ fr t CONCRETE BLOCK 1 RF.CI11 REQUIRED 1 . • 1 i i I ra CONCRETE crate ANCRETE G BLDgC . J E 1 '___ CONCRETE __�.__ _ N r ( ,2 i i .� Ta LI?• uc FJ i __...} ! REOMRED. a TOY REOUafEO. T 1TC_s" 1 !. L ;...,\i t\.�•. ..,; 4,. l' L.r T.,.t i'` 12. ,...y' MUn,J ,1111 _ ..__—.N IncISTMG T'OIIED� . ' J3J4'_ ;. aF %�," MM. _- 1 - —; .,�, as as �, is ts'a,'CnEiE ANGVICRa . , � ''- R£OLIREO. WNCNaTE ANWIOPS t �E-0-..._.>- 't'n DA sue ! 4NE cA11BrrI0,e) GONONtTE +NFAa0R5 `-(4)Art f,•� wNG .Y- ss p- f �y /a /, t' '. � T #.sj�-NtC t aXtaXiElE A1Nd10ft5 STAGIERESCHa w! SLUG 7�) � t, M. W b:./ E ( LRxffiLMLD MIS � ,` .SEE AMA. m aC `1 ,04 ;...: -1 X.MS. 0 t D,6 &:II'm,4U 91EEI5 a iHAWOON a) a 11OW41R7 4) SHEET9! MRdX10H 9t S UDA 9) WON t"NO SECTI SCALE 3/1-1. CEILING MOUNTING SCALE 3/8=1 OU11 9r1{E 3/B.1• ltMG ALTERNATE JP �dlill�$ SCALE Val r-- ( E•D. + � � I ....! +l DA ,i�A,J {SEEEDGE SCHEDULEON SHEETS a & 9) To N i A I t ' i - a e NSdF t3I1S C53AW6it3AT.ID.N r•,�rIIfl- jtrine i 1 ;, AINAUnNInn TOP & BOTTOM MOUNTIMS CAN BE .�- A, EF A. T//N,riz eQ•',•` ` 1 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, L .•1, "i(' )3LISi,NG POURED aiA ,� "" 'F' +F ;' FLORIDA BUILDING CODE (High Valnal} Hurr3cana Zone), CONCRETE --3f.-t. REQUIRED.--^-"r._-Try...._....._..- > +, = - % x 8 aaaaa Ta TECa. NC 20 GAGE GALVANIZED STEEL STORM PANEL wi ca+�u:rc ANCHrXas SsHEErs aumlD" &7" ►fOUNT1NG lilt t� ••, "'_ sg `ti •. DAIO_,.' =9i qrEWLMIM`/Oh1r GLOBAL PROTECTION PRODUCTS, LLC. IL IE C 10 ENA . Da al'. CEILING AWD FLOOR 2A s - 'vivvyMsl 4600 SlIL 51 STRM m �0. SECTION 3/ik I' rH NAIL N. Sanak eaN mAmaA FWOHE: gH7e� F�Ac (waN�ern xa,= , taaa e,_im . a . nm9 m-, M, - 20-176 SCALE nf a-arou7te a.mr !sE DRA+aaa Ka: WAL1fR A TRMT Jr„ PL GAIT ,YMA - 4M57 . a or . INSTALLAj,7ON DETAILS MR REGULAR PANELS(I A R C1-A END =SIM DETAILS FOR INSTA100N CT IN POURED CINIME OR Ill= • .... -I1 OA PAIn"YE '"ALE ID. CONCRETE A1ETaDR.S 1 mT,.1g~ . •, sa -- 1 dNaEIAANE PLUS OR OF LV -4RW �0 y� yyy g l VAUD FOR. tSiATA.f4R,. LIFE rSM AND9WAffi E r AN } E=Z HAW MIN PALL.. Sf"�1"I y M )L£ 0H SKEET a e e) 11 11 [SM SCHEDULE ON 11 TM9 MV �ET5 A THROUGH a) ^b -' 1' ... -1 r' t/2` 1. � I wMwl aM +,,!", IN91L__.1tv.`°''�EDSa+cramEO D (�}Pa��,�-ramCONCRETE t"! aX' " GrN I �.�fH.AamaN'�. *. -. . -,.rt ''a \ , 1 rAy�r���I I ♦ .a* na asr mwRy_. t.RDwMEU Rta.a=ia0 I1 +E�-aj am 11 I � t d I \'.-'� 1 `. :s _ 1 �1'r�/, as i 1 L E%15: NC CONCRETE O. # CONCRETE 6iSiCK k_.,._� A -a a•a., a5 a,aA�in. all' `- �.,A YIPe' -i a � Real, A W wAs - 1 -.- � I X-Y1- .rr ca A afa ,a. I __I ,. i ii """ I a REOUIME'D. I :•" rd I _ I iw. J �. 4- r i..._..,..,__ EASE A PtJMN) t 4 v tit: O "'1•i". "via.,-S um 'Ml� 1 .-,,; ..i._.- _.¢P.__ . ,.� .__-- .. _...,_...L.,...... I .. ..,.. .. ._. _. 5rd{E a/Lev T° , or.-- - �. I `,Y,- ,' Ms � ,1 WOOA-!� -I 1 MOLEaial' aF aA45 L Ra1al Tar _ .EDMw Is aNLr i , T' " I 4J. 90NEDULE I pj oN am1ET a -T fat fi mA$ I 1 �p � w OL/ae'-T I L SEE 4. imNIEaNNt tN ! Htr" aFP,W.iawl TO [2A4. i ,L f rH G ,_I l,7' W. a awx, p fa a} t Ma � 1 i 1 MAIX am y� 1 ,,rr � YaXa _ �wm ) i 1 1 y1.TDrNa ,s tKao+ CA3 y B (PLAN) SCAT 3I>6-1•. 3' , r aa• •JM N-la - N :,,R, eMm:. aww-n 'M^4 /tro a»s Wm l . v. a ) TrWam�, � 1C at ��7qY ,�y� t` a �c M AY!" j I I i 1 7 /a - i r. EY':.�• . I aAmN alatA M su^ m +me � "�.- •,ti-.•••^sr .., /j+ -I-,I, 1 y�� I 1 mcna NuxA°0' iM ,Mae . �' .aP a ,� EleatNG Powto, ED. ) CONCRETE OR -... } . + . i BLOCK ; `, ",. � E.D, ,.. � i :A E• a N) I GAaS3l-G ;,bC3.s.v.. {/ COROfTE7E: RE9U9aa. 1 EXISTING POUN2@ a fienL CONCRETE nR -'" .-.r r s'cA8 ? 1B.i' ___._______4 CASE ti hw SCAT€ Sfta.i" r ! t --m.-M FEMALE RY kY6 ANELMATr i•`: : CONCRETE @I.UCY t/av-m �AYysa ,._ m. ,.I REOWRrA 1. .:.',. 1/2' N EU i' - An � r •mamnwm aa.m1-;1- +Ia ar ,iw"�"n .R uiaa .T IfsmxS. _ ..... p� I,�m��fysf, pear maay�� CONCRETE AL0HOA4 �" • ,_-.(� '+-, `,M.••i. L�1�1,-1�11�=�11�2.1_ t"'� ,aWX va f,N�Yi•.'A{ a> mtO�,�Ytt1 W I ;.•", it PLUS MI a' TM•=paP tm5aeoutETl ON sl _, ,.„_ s ei RDant+Sofouts G" m) �a _ .. ._ _ -, ' a t a 7r��fw.,.. BUILD O ,SX Ic�14.1[lIId71tlSi3 1 -Nw. R..._ ,aa< ` ` -T-0 sl31a.1• .1 A r EDGE Extmm w �'DPENHINC NEW 1- D. < EDGE DISTANCE W)0£ x VARIES : i/B-_ y a, -' : . ` 6 TH i...�,y, _..__ENISSIa, CO/ Ft WOOD 1 v e NEW 1' WIDE a VARIES x 1/6' I NUN, TUBE OR 7 a VARIES ALUM. TIM OR i` A (SEE PLATE SPACER s#:_.. I 1 - 1 NOTE EN SCHEDULE aN :... SHEETS $ & 9) :. COMatNATION G& E ,�PWN) SCALE 3/1b-T' I BEHIND TRAM TE SPACER '. 1. a "' 1 COMBINED I}}DANYWAYn TO SUNGS IT ANY (iA`. (P !N) ,6,}'` (SFE�SCH£0N061'£ INSTALLATION. .. SCALE ails-T." SHEET. a TMIND6lAH R) t K tool. 1 1 �__,_,.� I + IRE ) c A F rr/ �'y•( ER. lt(J1`ys . ✓ s -. :••--WNCREIE.A,kL EXISTING PO RkD WPM o R WA, LFR9„I 5 E`, • E •. FLORIDA sutLOiNG CODE H7 h Yaiaott HMrHcana Zone) A••.-.,.--= iaE SC+ROIA.Er I of � u,. d see Ate) d aN aMr�A.wDD•a a R BORON ✓.. r rR, T,aN .' ' , Wmxb merxa, AMC NO $N167 ' 2G GAGE GALVANIZED STEEL STORM PANEL aRAwi sr x6 �y,L3, O•.ryE•A �p+A».K 5� REQUIRED ®U&L FOR RS CTION X X SCALE 3/e., ED AT 1W OR E* * i C �,_ - _ -�-�� .yy _ .-- - S TE Os;._._ 11 L TIE C O rRc. GLOBAL PROTECTION PRODUCTS, IlC t S', S.W. °'/?yew IE#.�.5 .REQUl BOSTO(� _I$�(CKS ADJACJ TO ;:jii /lg1l DO BANDS s��'�..-., WA y Nat caurN,Nr r FA4 A1.. ,, r >.a a > w. m mo.."— �iA a��` ... •. Ar cw bl-GEM. N. OtD Yft-- 3MI1Ei IMMEam "aria ( 61%1-r , FAA: cae,)am a>n 20-175 RAAYG HA: AL - cA-aroma ,e► - �. Lava. Ama a,n H-w. .a ' -. f}W NANM4a+N"' WMLWt A. TRNJT ,u. Pf. a - aaln 5 w a INSTAL.91ON DE AILS FOR REGULAR p.(�tWa & 1C�, INIQ I CONCREIE HLON STRUCTURE5 t- � CONCR£7Ca E .Cil ? —bR C9 =RE'L1BLE ;- CAMCODN BLOCK I REOUIR}A 1 REOU REO c REQUIRED _ CMNCNER ANOIN n 1 ANaH ESE ANY.➢a- CONCRETE ON SCALF15YNtE ail SCNEbkFLE .ON 501WAILE ON --ice K iSEE RS sraEr s} 'I l SHEET a7 �. sLEE'r 9) __v _R_,.,,.._._ \x - T i T i \. i qr4 C I C . I I I:.D I E1( . 9 4 I i , t 1 i t to M A4a.,ErNsnter _ I ! o SD � a i I WAS I-_ Ei I- aN, s e7 i ; a x 4 ., , Ei 1 n L t t z 7: i d t _ V 1 I 'i' 4Y-Seat 4 �s L i � o aa. mxTs w .. s:s. Bcv. W / T i /a 7 s i/a1m x 3 2 ' _ , _ __ '_7` //ea�''Aa a 3/3i Ir.. ... ,.. _.._.. ITAR f EAS`A, i - 1 a iMNT a Gd`aN 3 1; iig r -. I r I � j a i I I 1 I L Sao: z i i SOX i F ' r'�isssT"° O C l I MdAK r ,r 1 l y 7 /e'tr5/3t`i I L an- EVERY E" I . .• STUD a La , Ir.;,DIY aD. ,''+' i F s i .._ T , ,.{,._.. L....-t T .SOD": 4' I -- }1! I {•P2NV4' S.5. BOLT j'� 11 w/ 7/a•x3132' WIMc NUT lt" a 12 1 J2' O:C.. .TE ANCHOR. STACL1tm I I, CONCRETE ANiWDRS W/ SM (SEE SCHEDULE ON SHEET RSCNEOuLE ON SHEET 9) D_ PaaR --al � REOU� REQUIRED _. SCALE 3/&+1' EA, . EDGE DWANCE "'C-FOR Ca). TNeT1aN 9E 'AECttONa (SEE SCHEDULE ON TOP dL BOTTOM MOUNTINGS CAN 5E SHEET 9) COMDINED IN ANY WAY TO SLIT ANY INSTALLATION.. . I rib. LWNM ,R f BON t RbT CONCRETE ANCHORS = SCHEDULE ON SHEET 9) I - POURED f.X1nGRETE OR REQUIRED BLOCK „ - _ ANICNOM FOR CONCRETE SEE SCHEDULE ON SHEET S y-... -FOR WOOD SSECTIONS ON SHUT 12 EE - 7 '3� Max 2.fir _..... _. 3 Mm:.i - { t i % I , I { 1} j j i{ i I I it I I I i i I tI l .1' ,I, , I i t �. I I! 1 I 5GL'E, I 1 I i I I � i' I I I'i' ! I I' 1 _ MAX , I I T T4. I i IT,ram, r. 1" �I/�4'�~3,w/ yIi 1 ,I i '^'_' II:.-1 ' 2 I .: 11 7. A 3/3i - 1 1 �,.-i--7 r i l Ci O II iy •flR1tY �t3 , Sy'Ti I i I 1 , - �.. I t , ---. <� a i. , m f 1 t- L i � I � �H3I} I 3 - - , • t t 1 r-:.'.:. Of,L. ply MAX 1 i 1 f'', 1 li I i t 1 -i i 1 I I I II ii ii 11 I I l i i v a 9 1A aIIA1I, S MAX.,', :3• WTI}.• 1EIr/tz , Min-� Ma,, Ga , MITI. • F G"Ah N N A - ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEET __,...._.. _.....,..... FOR WOOD SEE :SECTIONS ON SHMT 12--- ... _. _ _ ._; REGULAR STORM FANEtdE ELEVATION ! SCALE 3J32 =T 1/4• MAX. ASAP 2.ar -- ggp,Aa .1 WFCf.E PT+G _ MNLLYr z _ - LE -- - - s 1/d' MA S_ SECTION A E(In.) SCALE 3/32'=i` (n CD -+--a -+--a a) C: U W Q Z Z J 0- -6--J ^a) W U) M O I� 0- -4-# C) O L 0- V! W SHEET NO. SH 1.0 WALL AND FLOOR MOUNTING INSTALLATION FOR �..-�_a•:..,."-_. "- �7 SPLff PANELS �e_ " aYxTATE AND�i3 l�E �MtPAE � ,�y �^ t �' Sa,EET a A vi r d'M•` W(( ^:'bivi(A•aa'..e• $%#57 ,•#i'^#' .r,T-i_T`l ..i `f ` •��y�. ?- 1` ® fNP tw # am,a9 � c , - i 1• S0a Tn t mimN} _ I �' MUUm 2' 2 -I i8 ` �, ia, PtlETe MTG. C � _: afro"A +?•Cd ML 1` »--{•-•...�••.• 1 FITEdDOtO' BfAVi a ; 16. POIB7WR4Waf NI1D +• AIN. Co __.. x a\ #um 1 4 _ I c# 9pJO e - A SCALE: 9 4'a 1` 1 j mFgREaf>FA. 1 Q��.. SWIM. 4 T �j� I IT •"' a seta A."+.+.. - AMINO u Nfell t � I--}'eaeu4rw • lses YrauC av rrs xauTJ `�S� aw/sFa�+" i - saes-n +3+0'. a .tsa fsa wJ I .F,,•. � ., f I' a.0 I - tNaNDmE ON fNa LEET} a IT { 1/4' I I / _ 2 a 1r• TA�a } I 1 9. wc1iQ Wt s t J,,..-1 ! W! fizn,4/*.. ;.� iW, PDxTRAT�a nrrD fi 4,.1ch,D, I E =arms j }., tat iKwXeN 1 t PIIEL W '-0. Ott. PNal. ti ,/,`k irlN 14.55%%Rr_-�SC� „�' am DES. E MTNO (a]jj 3 � 1 �' NASA X. -Ito b.G -. _. ._ � 4 IY( # tRD'. •;ti 2 - y> ev Y 1 a AAa,4 AJCLE _L._1 �: � A w w `n® - `�Pr t� N4. I mo.. wwaN BUN • {ss wIRLpN + SECtSON Y-Y _ .II�TORu g .L.�_�T�I't J Y (tt SCALE 1/4'-1- ;#i1�Aa eAi3 SOME 1 m ew OF G MULLION SCHEDULE NAME ANaWNS T SCHEDULE si TE a#S) S9Wt 1'RE��U"R� WIM .1- -7HA iif. SR,OrNR t, 3, A , SHEET a u... MUwD* ' REOUIRED NM. SPAN (FT.) ' TUBE MULLION - 2'. 3- z 1/8' > 4''-6" TD 3'-e- 2" , 4" z Era` •a- T W-10" TO 8'-0" 2' x 6'. 1/8' ' SPAS f}AL41 F'OR AS.D. OEM PRESSURE RATING LLIMIPNIIyxLTLgg4Jy�t 76.D ppP 7557�1�0 !. gg[E � PARU:LEL ' Q $iDN�dPANEL"S�NGTH. ORIENTED SECTtf)N I srALE s/B-t• NOTE- 04 EK7TT01A LLION CASo THAT ALSO BE Ltl6A�w/Ai i RPON TOP A M OF OPENING. (ONE PANEL OPENWND W/ TUBE TOP & BOTTOM) INSTALLATION DETAILS FOR REGULAR PANELS 1 do INTO MUM WOQA 5IRUCTURE5 */Av aAd aUAe • r ac k) t+fa'wh nNaWDYM FNWa{%9 '�..... Ta TIARA- RNAO -- , ,APm®a, ac - - „s r W I n H�•AR1RA w ARW URN fG 4�T3p} AIJ41aN!/ &RM Of Oo1mw Ma:NA 4W110 ( *0:, •_ sw i 1 ) 1 Y '"aA m 1 1II9sEr P'rm a '+aw v 4. _._ �• 1sEa, e "raR } eETaHYNeWWIt V WALL YO11N71NG # i• � '• _ •' INVALLATION - ALURNA71YE AW SCALE Ile r i' tl cwR 9 a ,1 fox at4".9C0 emt Ntu IWOUw® BUILD -GUT MOUNTING asl.,m IHMUAMN .- ALTER► OVE tT ,/NY w tEIEAe k r .. __- r CAD txATa k r ,� .- .,_ "'t T , , ' w• nalMEat ....... „--}._.-' I SCALE 1f0 - T' f A IwamlA aF N.R G &FILING i FLOOR MOUNTING WALL 3 FLOOR MOUNTINWALL MOUIM 'if�E tArn1 N - Y STALLATIONS -ALTERNATIVE 14I 1NA5IA� ALiERLII+iTI �+# 9)K (SECT" AT TOP IS LIMITED, TO +n5-67.0 MAX. SCALE:. 1/4' r 1` INSTAL-1-�TLO 21Y A.S.D. DESIGN PRESSURE RATING) SCALE 1 f4- . 1' =ALE: 1/4` - 1' 1 1�i�G°�Wi 11 i:i�z 1 Y+R' IANP MP, 6 Gxa awauw Nn AAnN ALIAe6Gr 'BtiMaO1 � culrf D[n, VALID WITH 4xu FLOOR MOUNU40 INSTALLATION - SECTION 4AW 1. INSTALLATIONS ARE ONLY FOR BUILDINGS A.S.D. DESIGN UP TO +M.S. -72.0 p,s,f. AND PANEL'S LENGTH UP TO 8'-8', LOADS y��' '','�� FLORIDA BUILDING CODE 2. FOR NEW WOOD FRAME CONSTRUCTION! WOOD MEMBERS TO BE SOUTHERN VCENg =. (High Velocity Nu Gone Zone) - - IVTm INC. PINE Na 2, W/ SPECIFIC DENSFTY OF 0,56 OR EQUAL- 2 N0. 4167 comb 20 GAGE GALVANIZED STEEL STORM PANEL Nor€ FDR MMBINAnoN OF s€cTElras: O4WR at *:` _� L,: Armor a>/ylao20 = e`• ST Of -- t ttt. UL PROTECTION PRODUCTS, LLC. E :'jI'•. TOP * BOTTOM MOUNTINGS CAN BE '. .. L. HID4'..'" �e�9 -y.rT aaw s.W. 5isuw TT TIISM- • Gi Aln' OK4F. FL.4"14 20-176 COMBINED IN ANY WAY TO SUIT ANY xF*. s#A a. # Al WAs�aM'a•Aeea R AAA PHONE, (ftI)i110.-7s4A FA2: tea4M8V--M7 sA - r 4m INSTALLATION. AAFAJTfIIF Fitt/Nl/' ALi'fMK wALiERA TINT Jr P.E ww tt-en - CONCRETE ANCHORS CONCRETE A CHM FWt CONCRETE N/GiiWET: ffi SCIEGLR.E w SINriT ,+; (SEE SCHEDULE w ...- (SEE SCHEDULE w FOR W47OD SCREW- SEE SE47wM w SHEET is EFT 1' 31 rk'1IN srE€T 14) `...� 1/4: 2/4. 2A/4i 3/4 '� 4/4 1, 2- do 1W/15 POURED CONCRETE i\� "' • a . • 1 1NA" SOD• S99' i � tt�• � � .POURED CONCRETE ,"�""�•".•^...___- i fl RESRAREO } SEE 3GtE m - SEE SCHEDULE ' 1 i T4 SN f4 �N li0q wFNEtj (NLEttRNlW (INTERIOR PIN$) pNEwwe 1 (ENT PANEL) F O+ iFM �FON � O�U15'9pANk. ��•p�j Jp /3a �YF�T( O12•1/lr STUO D.C. 1. 4 } I j�I I 1 1 W4?WNE .. ;Q.' 1 t/a- MIA. .II W/ SPET2•NMS Sy8 (CAE I� TO go (2 1 DOT, T/14) i, : TntNAf>/NEB RI0} (€ - i (SEE DOT. TfT4)# ., Trt.---- I (.4.TFl1FM1E fOCATICIN � � I i 7 1 AT END RAVFIS) 9 pj A TAD ',, I I AILSPAN") I OII14 PONFA COHOIETE it I' k7ji+4'�NLS RRcwCR€TE T. d RE eALL I/4. 2/4 2V4, 3/4 c. 4/4 ! 1. i & 6,45 I, do 1W/15 ALTERNATE LIOUT04 -.J ON LIFE S-FE Y PANEL 4- s , AREA SAFETY POS LOCATIONOF UFO_ iBklOW7 ,...._-.....__._.._�. W/NO,LIFE REGULAR PANELS AA F. 1.a- FM�E�W/0 REGULAR TRACKS (W i�� �!'. jOw. GDNCIETE ANCHiaRS' ✓s:!'�t` "'lf,�! !l k LAST PANEL 1 70 BE INSTALLED AS LIFE SAFETY PANEL OPENING SMALL (Sff SCNf.OULE w' "' �' WN,L OR ALWAYS I#. pRDWOED StEEi t43 WWf AF.AR FNANDIE Ppup[D NCgETE + µn, COW ) TD FAOIJPAlt INSTALIATRRN N MNTENDED CotA REQUIRED ..-H•_: ':: TO BE INSTALLED OR REMOVES) FROM INSIDE IAaaCM.TE g (SEE SCE '. �,�.n,�E� OF STAtK'NRE 14J .•-_^-EO f• (ALL MOUNTING !NSA TA IU�9 WALLAND FLOOR MOUNTING IHU TIOM SCALE 3/�32-=I-� - SECTION _I SCALE; 3/6• - I- - SECTION 2 SCALE: 3/B" - I' 1 f4.,®DR 7 T • " CAP NQT.2�.:aE,dr$....�_TaTENkM PANFi. BiA_1k�yAv�k6t;_,; 5,. L UP[ SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL.) OR AS AN INFERIOR PANEL (ANY PANEL LOCATION IN BETWEEN ENO PANELS}. $ ) PANELS. a (TLi� S� �1,�TwN LIFE SAFETY` PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGUj PANELS SEE HDTE i) (W`j OR W/O AEG" TRACKS.) J� A,1 1� 2. LLFE SAFErl StDR PANEL CONSLSTS OF 0D39' GALVANIZED STEEL STORM PANEL AS SECTION 9-0 PER COMPONENT . SHEET 2 OF DRAWING, SCALE 3/32--i' THIS PANEL nSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE. J. LIFE SAFETY P REQUIRES TOP TRACK >b BE COMPONENT Q}N4 80TNM TRACT( i0 A�AAAN1P 11TINgNyg-•'+" BE COMPONELN'IAS PER SHEET 2 OF THIS DRAWING. aR.rNkC�..•, �'jfJ,E�-�D' COMPONENT ��77 Y BE INSTALLED WALL OR FLDOR MOUNTED FOLLOWING SECTIONS 2 ON THIS SHEET, AS WELL AS DETAILS I & 2 ON SHEET 14, ��?GEB'StO • • c FLORIDA BUILDING CODE NT h VslocT NurTiaane Iona 4. M1n, LENGTH FOR COMPONENT 5 t3'. M. ANCHOR SPACING FOR COMPONENT 4' ANCHORAGE AT BOTTOM IS GW£N. ONPeam SCHEDULESaw& 2. SHEET 14. _ 1k ; NE :� Tom, W_ 20 GAGE GALVANIZED STEEL STORY PANEL 4A,FwP".. COMPONENT MAY BE PERMANENT OR REMOVABLE- - - 5. SEE SONARS FT3R INSTALLATION INTO W000 FRAME BUILDINGS ON SHEET 15. %A'D ()R ¢ '' _. . --- GLOBAL. PROTECTION PRODUCTS, LLC. 0?Jj(�D26 IL EC O ENE•. +ODD &w. 51 �3tIA..��v 6, SEE SHEET 4 FOR DETAIL APPUCABLE TO THE NECESSITY FOR THE INSTALLATION OF N,1I,1 O,Y & CNwHCERnN NAAIPANY DAWfi � a 2a-178 /AA'"V D IY I.t• 1\ / M.R DIR 34, i Hai MIRn aNCP4 h AIM PILL'= (954�W-734M F.' (04)WS_Oe, SPACERS AT TRACKS INSTALLED ADJACENT AND BMW TO STUCCO/WOOO BANDS, FAIR I/111tME i "r+ • °f-I"°. N' PNR an -tan t _ CA-dOOa719 PL SFAI/SGNATUN.IDAIE MASER A p.E N, OA ai-w 4tI FIM9 MAXIMUM A.S.D. 9N P=5URE Af3. ING (a s f) Ain =REST NDING t-3n rtwv F,tD DAMP d'i).A, rt3 j t fT ATW1MG Aa a R AsaHTxu,N A THIN, - cucs-r¢ A NA a R, wxww �M NG p..A" 44TA. N57ta 6LpN c�iN�IIdN 3S15, -7m 9'-!r OR LESS _.. 2 1/4" UNIKUffD i THRU 5 A 7 4aS.S, -72R >7`-D' To W-B- Mac T 3/a- UNBOLTED I TNU D A 7 ;55A . -i2O Pa-8' TO tt' $r Wa 2 7/2 Wq, A R M a N•+3A. --4et1 tV-4 OR i S t/z° ' " 6, 9 & Ta A TF9 Wl T/4'F_Ievl" SS, MS. a wo"Tr At Omw * M2R,FNON OF'PANB. NALID 09..Y FOR PANELS 04 4, Q I01STALIA11ONS AS PTA SWXIMS I THAU 7. ON SHEETS 4.& MOU" AS.O.. DESIGN PRESSURE wvA; U-a.fU-a.f.) wAAMUM ARCHoms SmIa as FOR a, - 3 1I3' " APPUUBtE TO SELTNIS # 1 ANY T#IN of TMDA PANEL LENGTH LEA'ORN •1` R. ( ) TAPCOH CF rxP"ORE I "-w - PAOUWTE h - eEw1E _ PA$OWTE R15 B GfwP3R n TO iT 10 CONCRETE'. m10 C 10 CONCRETE C& TO ODIC" �. TO CONCRETE 11 C APE r NIA NIA N/A w N/A F' NA e' WA N Pop) 8' S N/A N/A e' B" R" e e r L (WITON) a' WA N/A N/A 6` N/A a' N/A C NIX 2 ODp) a" N/A NIA N/A B• NIA T N/A S N/,L 2 (BmTdq ,85.5, -72A 8' .: N/A N/A N/A 0" N/A tl- N/A E' NrA 3 & 4. (TOP) 7'-V On Less OR LESS S' 6" K 6' a" 3 (60TTOAL) O' N/A N/A N/A LY N/A fw. N/A a" NIA 7 (Tr) 8- S' N/A N/A 8' $' 6' r a' 4 & 2 MOM14 N/A N/A is 1/2' a 1/a- 12 1f2- a '1./4• 8 1/'• b ,/+• d 1/0 8 11r a cwwmM) i SEE 94EM 10 # 6l FOR ANCHORS TM 3 SPACING FOR NSdWkATICFS INTO WOOD FRAME SOWN& MXmLAA ANCHOR 3PAUMS AND UINABN LIME O6TANOE ARE ROOTED ON THE Si4W.DOl6 FOR E.a I= 1WN NOCATED ON SCHWIRE REDUCE AWCIIM SPACING BY MULTIPLYING SPACING 90" ON SMfEDAE eY t1E FVAOWN" FACTO", FOR THIS OPERATION TO BC PD55OLL 1>£D = GPAONO OBTAINED UENO FACTOR +'TMAL N!W SE LDM ni UMWV BPACRO INDICATED "A EACH ANCHOR TTPE AT ANCHORS LEBENO, '. ARMOR. Tom..- i/A1 •_Tw4N_. 1/4'f 1/4•a t/'41 1I41 1/4"� C'os-pm aRN-a 91W-eR Wn. AIwm vwDNI 0') ."ApW wNiA•R !'+.N�YT7A.) NfL. MYi tarPA�"(WJ 1EEIIl EC tfm 4WOBIOPJ I/CmR t,Yn• y5 .3e /4 iD.. S/B" crass M%EHG w/ INSTALLATION DETAILA FOR RE SR PA14ELS L A � 1lmrr 5.6. 11.8„ e v4' FOR 6 I PANEL LEtATiHS la' T) _,r AIO 6 ,r4• O.C. r FOR LEITE UP ,O 8'-$' w t4-N0 �TO E�(.i�TING .�,t„�,.Q',Q $T�,UGTURES NEL ID OR IMWZMATE PUNS 4 - 1C. WITH 1 12 1/�' a e TYMI i 9 MLL MKIT ED '� PE7NE1R4TNia TD 1RAOF,iT O 1R ``- a ` I )I ' tl _ ALL lEl(Ot1$ •' ,""1 � ii ( 'I w' aA.. + AW wEWa • • i I "T 5/2 IRA: m LxW,M� W�i4 Y� y+ '., j' I 1 i I 1 i , Ot S 1 .ti L J 1' _� 7 3 37 WWa EOt I i I f 'Y } I 2, , 11 1 a` E D I it l { t i I 8 tSnP. f EO w. fD I ! Wtl4eTTEAOJI T 2 t I 1 A F (MUSo NFAaRR N REOIIRED 1 j AEGUWD $. ( ALTERNATIVE I W ALTERNATIVE 2W ` SCALE 3/9=T' SCALE 3f15-1• r SEE SCNCOULE 1 ON lew a ( FOR W. I r ;� BEE' eEE scHEO4AE w nworr B i FOR w S' %"Tqw - I g TO OLAnW I Y 3 I a B�Wtr v SEPARAraN I 7{ TO IXASS_ 1 111 ! ♦ 17 ,ta' 4.x. i ED I 1 EO- .„ •_. ` I T - 3ED .' E. EG S 1 I 1(4 La.. are' TnNa WAS; Bus RING ••-i Ak.�O/ 4• waOa PIA,9 �I} M,I of a/4. O.C. i I ': k l tS w!";ne,+ N RwuWm FI I • ,.' FOR P.AMEL LENCTHS;UP to z -0' AND 0 " I/ ". O.C. PAR IEMone, UP TO r-e UW: 4 i. Q OoiR. r,r PLIA OR /14-.14 MKILMATE FUME ro OR 1'! t 1/2 R'SNWD I PANEIMATE RUS i t3 ,/?` O. C. WITH i III '' , t(,Y ,AS SfMeW a r a.G W/ I� wer- IIAHEAEEO Pp1TRAT0N u;L{TT�E,TE�W ALTERNATLVE xW TArT2 INaw THREADED ATiw AT AMHYIBPrt OT ExNLTw+F *COG P/An FOA a aA E 0 *"Wm m of PRATE.. SCALE 3/`II'•t' SCALE 3/8-1' L . '. ALL UNG" UP TO 8'-w MIN:. i� ALiI''illtiATJYj M ERM pIRECT MOUNT LING tNST TION OKOM : S LRIE RA A NOT SHOWN LOCATIONS NOTE : s'Lal}a,'1E'R TRAM NOT 6FR1MN CLARITY ALTERNATIVE 6W SCALE 3/8-1- SCALE 3/a-t` A11i11HF11fooftA No �,,',� a;TiL�I!AV. ',•"�` S 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP W-8" yCENS `•. ma's FLORIDA $UiLDiNG CODE (NI h V.10ofty Nurticons zone) UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH TO 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN r&y-+ - - � 16 ';� .2m XTEM NNE - GAGE - `�.: PINE No. 2. W/ SPECIFIC DENSITY OF M55 OR EQUAL NO•' 20 GALVANIZED STEEL STORK PANEL OF �-* r•� -IL HfxT�F R GY2M lN° N r urrE;:_e_: Si ECOINC. � GLOBAL PROTECTION PRODUCTS, LLC. 4b0 sw, st sTR�T p ,, LAC .• xdAx- Naas.'- `N� cowANY 7'r>P &. BOTTOM MDUNTTNG5 GAIN 8E COMBINED IN ANY WAY TO SUIT ANY y Ac •..• J FAfAiye�Ati°l a •� �� %' Yaeu AN'w 31W. 4M wIL # Sfllpa. R Alam ""': etc »,-tom r = FT3wE: 5a4 -T54a> AR, 79} 4 #�W (Waa7asR•a.. _ f". A,1.Iw. a rw- t"on+I, aAe. 20-176 PwavlR NON INSTALLATION: M1ryN H/1111A E. aFiw/s✓et+AtWsrlD,Te GA Own 4 m STUDS (12 1, TO Hot +} ' B W A i ..i L.. ..L• 5TUOss a EVt OVERU (13 4/2' O. C 'R5 HOLD PAai 41/6' NF1', (CASE I) 3` W. (CASE N) W ASA DESIGN PRESSURE RATING a.f! UPCON CF Ni-TRUE' CO -AN pA1R1um awa 0 F40. m %US o e COMBNMTNW OF THEM NWMUN PANEL LENGTH 'L' OL) TD E OONL�RE,TE BLOCK 70 fOAiCRETE g{9OI To TO ��� Ca,%,, Bt�ia TO CONCRETE BtDCx t0 LONC�IE . BWGt 6' N/A R/A N/A w NIA 6' +55.0. -72.0 g•- 7 9' S' 9' 9" 9' 9` 8" 9" t (BOTTOM) 5'--T OR LE55 +65.0 -72.0 B' NIA N/A N/A 6' NIA 8' NIA 6° N/A I & 2 (TOP) S'-O` TO 7'-6" 9' O" 9' a' 9" 7 1/2' B'. 9' 9" 9" 9 (BOTTOM) +55;0 -72.D 6' NIA N/A N/A a-- NfA 6` MfA 6' N/A 1 1*2 (TOP) 7'-6^ TD 9` A" g• 6. p` 8` 8' 6' 6' 6' 1 (BtlTTI)M) WXIMD MOK AS.AS.O. PRESSURE a . IS= 6 51r W. FROM TOP OF �A04 USE I (SAID O 3" M- HLW KIP OF AAAQ AP SECTIONS # v INY MAOENM PANEfNL,, LENGTH 1 (Ti.) 7 - - - ROM sf.1 OF THEM + -67 +9.2 .5 3• 3" 4 1 f2` 4.1 j2' 2 OM (BOTTOM) 7'-6" OR LESS +52:8 -SBA 3' 3' 4` e 2 (BOTTOM) 7--er OR 11!SS +55,0 -72.0 2 i/2' 1 2 1/2' )..... 4' 1 3 1/2- 2 (BOTTOM) 7•-6" OR LESS +55.0 -72.0 2 1p`2" 2 1/2- N/A N/A 2 (8O; aOM) 7-6- TO S'-D- +55.0 N/A N/A 3" /'\ ALTERNATE --; /,:. ' 6OIEIYAE 6CHEDT)LE ' •--3"-•^ 2 MR - is FCR 3'---# MIANCHOR W. AING SPACING SPACING IL 2 ; EWOR ►N S T r )•ION 4AMCAHL Gki�I." SCALE 3/16' MAXIMUM PANEL LENGTH "L" SC14EDULE JAPPL( BUE Q= TO SECTIONS 1 & 2 wIM`ATF'O FOR jgF cAPrry SYSfEM.AN..:. F twAWMI N,JI- DNO Ws. PAtlfl. LFaIa,N FFEu'aRE Haws rP.3a •L' (Ry (IRr seclKalG) axwapMJ 9EPAP.NOHG Ia NAss P. rnralNxN aiaa, -7]..D e•-,• 2 3ry iRIeDLtm SEE SHEET 15 FOR ANCHORS TYPE & SPACING FOR IRFIX"IONS VIM WOOD FRAFE BUIOND. W WXM AW WR SPACINGS AND MNBIW EDGE DISTANCE ARE 0101CATED ON THIS SCHMOIL FOR EA INS£ nM INDICATED ON SONEDM.E REINJU ANCHOR SPACING BY Ml2TIPGYNO SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS, FOR THE OPERATION TO IX POSSIBLE: REDUCE) SPACING ORDARD USING FACTOR SMALL NOT BE LESS THAN MNTA IRA CRACING eNICATED FOR FAO' ANCHOR TYPE AT ANCHORS LEGEND. ip`k ,f4°k 1r44 1r+•+ tr4 ANo1DltTYFE .. _ pAAR>t,i0 p E FAVOON LT TAp"&Wp PLUS aver-w w MXHCO W%cm (HAT 3 S I 3 2 In 4aft"'a pA) 3 3 3 a a BAAWs1 WAAA D+a a 31n 4- KILL EC. ODZ tffl AMM FAC'IDIt Wo '_ lAo - im 3 frr ...- (VALID ONLY FDA AS PER SECTIONS 1 TNRU 10, ON SHEETS 4. 5 & 6) MMOMtM - MAXWBM ANO401111 dWAGING FOR LO. - 3 1/2" - AS.D. DESIGN TAPCON CF TAP -DRIP CXI4-In PWiElYATE FEM11E ro PANEWTE PLUS QUO SET S TO SECTIONS / & MTOMSM PANEL. PRESSURE PESSUTo TO COw2m t � TO CONCRETE TO CONCRETE ; TO CONCRETE TO Omcw TC CONCRETE TO C -70 CONCRETE TO CONCRETE TO CONCRETE TO ANY OQUIR SION OF TEA LENM v (n.) 6" N/A N/A N/A 6" N/A 6" N/A 6' N/A N/A N/A T STOP) 6' : A"" N/A.. N/A 6" 8" 6' fi" 6' 8" NIA N/A I (BOTTOM) 6" N/A N/A N/A 6- N/A. 6' N/A a' N/A N/A N/A 2 (OOP) N/A NIA 6' N/A 5` N/A 5^ N/A N/A N/A 2 (BOTTOM) 354". •-720 6" NIA N/A N/A 6' N/A 6` N/A 6` NIA N/A N/A 3 & 4 (TOP) >7-5" TO W-6" OR LESS 6" 4" NIA N/I, e' 6' B` 6' B^ 6- N/A N/A 3 (BOTTOM) 6" N/A N/A N/A 6' N/A 6• N/A 6. N/A N/A N/A 7 (TO') A. 4" N/A N/A 8" 6` 6" 6" 6' 6' N/A N/A 4 & 7 (BOTTOM) N/A N/A 1 T 2' 2 / 61 � / f 29 2' / S, 4' % 6 1 4' 6 / 6 S 4- / 6 1 4- / 6 1. 4' / NA / N /A 5 (tOP/B(1TTOM) 5D.01 -53.3 -.. N/A N/A 12 1/2" 6 t/4" !2 T/2- a 1/4' 6 1/4" : 6 1/4- 6 1/A" 6 1/4- N/A t N/A 6 (TOR/BOTTOM) 8'-6` TO IV-2+.. 55.0. -72.0 N/A N/A 6 1/4• N/A 6 1/4` N/A 6 1/4' 6 1/4- 6 1/4- fi I/4^ N/A N/A 5 (TOP/BOTTOU) '-8" TO 11•-2• N/A NIA N/A N/A N/A N/A NIA N/A 6 1/4' 6 1/4- 6 1/4" 6 1/4' B, 9. TO (TOP) 43$ _48•O 6` 4- N/A N/A N/A N/A N/A N/A 6` 6" a 1/4• 6 1/4" 8 (BOTTOM) LESS OR LESS 4` - N/A N/A N/A N/A N/A NIA 6" 6' 6 }/4" 6 1/4" 9 (BOTTOM) N/A I N/A N/A N/A N/A N/A N/A I N/A 6 1/d" 6 1/4" 6 1/4' 6 1/4- 10 (BOTTOM) SM SHEM 10, 11 AST. 12 FOR A1NaNft TYPE A 5PAC91a FOR INSTALLATIONS INTO WOW FRAME WILDING, 10MFMUM ANiYWNN 6PA:1NG5 AND UPeMlTM EDGE OWANCE. ARE NOICATED ON THIS SCNEWUL TOR ED'LESS TN1AN INw SCiED111E REDUOL' ANCHOR SPACING 6Y MUI,"RP4iYN0 SPA4:IMO SHOWN ON SCHEOUtE 9Y THE FOUDW40 FACTORS. FOR THIS OPOULOON 70 BE POSSIOU. REDUCED SPA:MO OBTAINED USING +ACTDR SHALL NOT BE LESS THAN iR)NAIAA wmm O.TAG4 w Fm EACH mom TYRE AT ANNcIm LEGEND. ANC1gW TYPE S Tf4'. !/4'1 _1/4'k 4 _t/45F ._.1r4'a TAFtON OF NAP -TRIP y. ry aWF-M BWd-a, Nn ACFA,R 9Acm Ma 3 3 3 3 2 ,/2 - bmwmt i-w (R+a 3 O a a 3 3 T/s. _ IRaMsai LWmsWWA i+V ,..,4 3 i. il? DIj2 4 3c/z. AL70C Ent (mOL ► A'C T 0 R 140 .w 1.00 INSTALLATION QUAILS FOR REGULAR EANELSa A dA INTO EXISTING WOOD STRUCTURES {) C! i, Ali 4 i 5 ka.. _ 4-- P TE PLUS tl FANELYATE PLUS 4- tE t iD i 1O PANELMA PLUS I _�. {" - / A` 7 O6 1 4'O.G. W 1 3 B' Ja .� 6� i .G W 1 B` / // l 4. 0.0. W T T a:- 0 / r r / / r t t0 WOS>a fiHRF.ADF.TI TO A9€R - j' TON PFE HEADER TFRtEA#i1) PENETRATION TO 11USTINGD WOOD JY HEADER Ex16nNC - EXISTING, WOOD EA1Eit EXISTING WOOD 1EADER `MOOD 04UET t(EOUi i we `� I 4 r iI F 1 1 a ! P I { [ 3 a'l $ i 1 Matt# I � I t ONTO aTo CMH1Y Sne # lien' f WOOD 11FAJ1ER S tN2S 61r4'aC. - Fen t [ IWOOD HEADER REDaR€D � I - - 1 I ? � ( "TSOEWlE i � SEE w 9G4SRRE.DN 'Bfi SLYRDUIE�w # SHEET i � W.RW.E1' r .' FOR M.SEPARATION � .. TOR SETA AAW ; FEW(>n Di.LSS..,_-_. _ '. -•-- __. __. _.. F .... Elw[. PANEL LENi,TFI I.. - Lows. PAN _....- Nast PARR I.E,a49Ha 1-. _ _._,. I NOTEI)Tf1 NOTE i 4-a- S ND 1 , s-.3mn' SS. (SEE t fia, s. 5£E N(ffF i (SET TE ) ( ) � ! , ( Ni - M Wf , 31 ,1,RANGAlK • EUFar o+ERLwson box OF OF 1` MAX L MA MAX I 5 /�1' 1 NUT WASTER ' e'• • 3la=' ti � � 1 MJf • T- s - ,'LNG rARe r o +a t a,c. ' aM t ✓' ' FiE1FF E a ED ED, i 1 t11 aG a!, Ij r :x I 3, 4 iy "' a. t ) r .' `{. O 6" O W/1 1/2- $'.4' WWD FKATF t I ' t?_MIN. 7HREADE .•.,- + 2W.P.!- i-?R4' WOOD PUTS D .14-10 PANELMATE KUS `t:EOD EGUIRED I PENETRATION AlREOUIR �'. 7187.' MItlW41ttN IN' PUTS i i 1 7IRTJd}ED PENETFMTN)N bW1 WIDTH OF MATE �•. •• ,_6O.G: JJSTAOCEREO 1�4'1 LAG SCAM Wr THRFA0E01PENETRATDN l F AT WDWWH OF PLATE - SGILE'3fa-1` -_ SCALE SfP-t• SCALE 318.1- Mn7fe. �BADS UP TO +43.8, -48.0 AND 1. INSTALLATIONS FOR ALTERNATIVES SW. AW & 1DW ONLY VALID FOR Akit INNFJWl✓ DINGS WITH BUILDINGS p.,J. PANUP TO 12*-4" 2. F@R W NEW o FRAME CONSTRUCTION; WOOD MEMBERS TO BE 'SOUTHERN s PINE SPECIFIC DENSITY OF 0,55 OR EQUAL. . ?'3>4�,••''�JCENSE•''• / FLORIDA BUILDING CODE (High VelocflHUrFlcome Zone) r :• No. (amIATRa. Doc 20 GAGE GALVANIZED STEEL STORY PANEL FB.. NOTE FOR rZW8INAYKTN OP ATFCROadS. _ . * m OWIeN Ba: TOP it BOTTOM MOUNTING'S CAN BE e s --"`'-.....• 07/7W(fe1D COMBINED IN ANY WAY TO SUIT ANY _.�? C ,W� GLOBAL PROTECTION PRODUCTS, U.C. DAM % 1IL E G \/ INC. "-.. FL INSTALLATION. O A0 AUTO s.W. 3, bTPEfl' - d �' T'Wii TYSTRAa # EMO Ma 00JMANY Mlttti FL =14 20-178 - riAlh'C(• • • •• �•S f x.a 3M R w n. YRIAM aEEO4 h R,M F41O€ (f5'I)aWa^TOOL FA): (484)!e0'B7RT (NA ( 4w-, TAR iR-1%W h e 47IN AT -fit ,; . DAAWMQ Nr J fJ DA-T A W061 a N iNi/1 .E SFALrMNANtfiMTE N1MTER A TRLIT Jr„ Pb . aP +:wn a _ _ S,ECT 19 OF 24 �1 SEE ON SWEETSCHEDULE FOR ww, sm"T'ON m MASS, iaD L14N€ rEErnctTs Ira• o,G . � � _ • ' • � � � ; ` Il��ti�Iifiti711►C�i�3�3i ., i►.. :I l►a OR / 1 1/2• Cff/fr ' Ii2S lra"LD.Aafa' LONG WhOs INa5NN6: Wf �. • 4/4'Y-44T;2" 5.3 MS.. a 1/4-.-� PAEIWTE tk7ALLE ro aXT PAIM1Jl4TE PLUS i a` D.0 W t WW7(?' Min. pENRPAMw to O ALTERNATIVE WOOD .FRAME CONDITIONS &.. ANCHOR LOCA'jICIN� WAN- Ora• - T• PLATE E WALL M U� NTING INMALLATIt?N NaiE SHRTiTB 11UC%5 FWT 99NaN FOR CWBIY ALTERNATIVE iav 1 t UATTALLIFN& Ali ONLY VOA, FOR BTNIDNTS WINAS.D. DESIGN UUDS UP TO +56.5. -72.a W AND PAAEL'S LENGTH CAP TO 8'-87. 2, FOR NEW WD40 FRAME fCO STPUCTOFk WOOO MEMIERS TO It SOUTHERN PINE No. $ W/ SPpC61C DENSITY Of 0.6a 09 EY11ML - -. N c- U) �--i U N 0 Q- 0 O C co -a 0- cu 0 ('V VJ c 0 Q m 0 LL co > .L -0 E0 L L F cV .� VJ E Z W J ka 00 N N_ 3 =T aH G 2 Q Li F-• O ,�1n• SHEET NO. SH 1.1, `.- __...----------------ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 & 20)-__.....,,..„__-_......___-__.___ 3- AUX, 3Aj)7. 4A/T7, 5A/111. 3B/17. 4B/t7, 50/19. 3- MAX. 1" MIN, 9AW//9 7AW/19 t BAW/26 [joN6811'/t9 $W/19 a eBW/29 1 MIN. a 1 ___..-._.- __.i .„1 a a o a 4 I I I j � IV' IR `s%at IIytW�A � Py}t'1 tJFi 9VEh rRM P.k 7. 1 I Arc" ANRL ,i, , � A r I- - j� - 1 tp-- - ' v1 _ - I _ t� p \ 1, id49-2Qr1• S3. MS ` f ^� ! -" S --y c ::. B0.Ts w/7/a"A 3r32' _ T' y'i1� s WIO iN51lw AT 1 I H r .__.L __(';-.. .., .. :. ).L.. E . arvew t s t I ' f ' _ k i j I I.._ I I_ I_ I_ a _4� --_ � : I er 47a'x _.,I-- r.._.__:__ _ a__-il_._J__ }}�sF 'r_Aisi'4'I f_•y.-_j-"' r __I"__.1 1�1b 4_-�___.4.. Q. 1..,„: ¢ "T1kAmoM a La'E svEN"...I 4 1 '',f S I PMf3. 9Vn'OY 1 j ' _L_ Or D M.. Dr JT^O�ER,W-I I I 17, /13. 3B/n, 4B/t7, Wis. 3. MiX� FIND NP A LOT a RJR )I" 3A/ 4Al17. W/a `i MIN. s wli9. 7AW/)9 & "w/oWW/I% 7BW'/}9 A WW/20 1 * MIND L___.____.________._____ .-_._,ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 & 20)------ - _-._.,_,--.„._ ._--. _._..... OPTION #2 FOR LIFE SAFETY STORM MN La ELEYA1110H SCALE 3/16'-1' Ile wsL w SECTION A -A SCALE. 3/18'-t' L'� t 1 c i a-L Q: h fl : 0 MAXIMUM A.S,D. DESIGN PRESSURE Mox, PANEL LENGTH L (ft.) MINIMUM SEPARATION PANEL RATING (P.B.f.) (SEE SECTIONS) TO GLASS CONGi170N. +56.0. -72,0 8'-8" 2 3/4" UNBOLTED 'i' MAX. PANEL LENGTH (SEE SCHEDULE) CONCRETEOR QQNCRETE _ I tpt" TAPCDN ANCHORS V9' O.C. ,`. *' TAPOON AR09M Q'9" O.C. 1(-4- TAPCON fnICHORS t """Np 9' O,C, 1„�4" 7APCON ANCHORS -`�.-T" B.Olc. ROOU�fANCRETf_ . ILp REOULRED Op9uCODNCRETEGONCREI€_. '+: BLOCK iVGUSI ED � 3. "~' PO. -' = BLOCK REOUIRED I 3 { `REET€1 \ BINCNN REWIRE-0 I ;. F1 i.Df i .1.EDs Me Amy '4:. M¢c 11 ( I ! I ESiA i S,: I _ i I , NT 1 -EL.W-W r. � a+ y f I .( It _ I I V' c ] i Yw- m `') j_. V _ 1 1 I w$l+uWanm I ) �- qt i -_ WSIDawutl�a. : t IF- .fit wIR 1 n 1 RRn IA I naE 1c 1 r� 1 5 TAIL I _ E%t55Yf8r..,` EX45TRN�C„j GF. n # Y 01 i EX1sT2Ns" i I I a i 11 LI�w i 3 �_,_ ....jy I 1 &ASS 1 I GLASS a • gg I `�' 1.,____ _.: w4_­_1�1 A I .. rs 1 I I Ix , I Or as a I � Yaw T /e'4 a l - r Li 1 i I E r w M-. C'rm r 3S 1 YS w 7 3l37^ e - I a_e_ I I ; ; 1 _. S-- Ov F I I _ ¢ I , J % r .f ts' ' fi` i.'%--.- i;'�, ,�;; I r I .{.;: I." gI s f , f : f.;t .r„ % I fir, E E.D. f EDi 13 II i iE.DF ;d I , ED.+ f i l .: d ��.'fW14'S,S. _ __.___ _ ; - T - -. i I t/Y -- Ms. I'-.-./32' wBID NUT W/ WASHER I rIY - 7/4�-2213�a's.S. M.S. w� `7/8'fzSj32 .a � ',,,�� \_7/6k A 3/32" WIND NUT I 21 , A 3r32" WING E I sr b 12 Ile ox t YANG NUT WASHER k '" {tR:YOMO) I,_. L WASHER b 12 IIr O.C, "I'l NttT WASAik7t (BEYONt7) I _- . - T,f{' TAPOON ANCHORS _.1.4 ..-.,_,_. 1'4' TAPCON ANCHORS I i/4 TAPCON ANCHORS :__P # Tjz' b.e. i -, 1 4' TAPCON "' R5 1/2' D.G. (ST 11r .4O w/ SIUO) ! {r2'O.D. r WAGG."ED W/ STUD) b 4 1/2' O.C- '-v .�DCDNCREiE BLOCK ___._,,SRC D CONCRETE SLIOCK .-CRETE Oq CONCRETEFOURED CONCRETE BLOCK ..._---JEO RIEDDCONCONOR BLOCK IN OUTING ISTALLA ON REQUIRED 19 INSTALLATION SECTION 3& WALL_ MOUNTING INSTALLATION ATION SiMON WALL REOLARED hIOUtMNG INSTALLATION F�ICN�'SA Q. E�E%3�8' PANEL SCALE 3j8'-l. O 6L�:M��F�.PPPS!���, SG4£ 3/8'-t" 4A 0_ MSaii3.AQN SCALE 3!B'ri" ��I�a ETY PANft SCALE 310=1' Rllt if4`A SEE SHEET fR a RO FOR AAICIID� TYPE i $PACO D FOR INSTALLATIONS INTO w000 FRAME FRAME BUEDM \\yMTtuYMTtNNMH,I . iM X4/ -0'A �' •`L�. wi, maw sweb P-) 3 EDGE DISNOICE E� TEB ACRIGS m' ♦, .i �y�y`>y�CsEH�''� • �.� ''°°f°w`A- O,) 3 SCHEDULE FOR ED LESS THAN WOKATEM"MUMD ON SCE9LAE REIDRE AN-" %%am BY MULTIPLYING SRAVAR, wo" ON SCHEDULE. RA>AAr-I Suv.Y: ws�9 001) 3 FLORIDA BUILDING CODE }fi h Ye39GH Nuri - z : �. 4i � ' * 1 eaoza m�co. Nc. 20 GAGE GALVANIZED STEEL STORM PANEL AFAR C0. a mom FAC10R .__ 111D' _ _ 'u -... @Y THE FOL OW" FACTORS,. FOR THE ONRA.tf d FACTat ^' - * %b"- °"" E i" - m SPAT3HG JiYt NaT BE L£as YNAN MoMUU SPAcwd �c„m TE t7K 08AL PRDTECTiW1 PRODUCTS, LI #'. o fi- �" /� �_'C '� FOREACHAICHORTYPEONTHIS9CHEVAL 3' _ 3 ,A' - _,._.. - V #Nc,.am S.w, LI STREET- � i. %• OF YPr•r en , .a, ..Yw ]rw...x. aa. .tn,•eisw ewmc rtP Tux. r,r.,cn rani - xe_..m INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK 9RUCIURES S 4" TAPCON ANCHORS IQ4' TAKON ANCHORS ,.,... 9• GC. .,-..b 9' A.C. POURED CONCRETE t- POURED CONCRETE,- R64LNREN OR CoUl BLOCK '~x OUIREI OR EWE BLOCK, D.f g I -° 1 I - S I C9NT. i I t I I I- eeW5mu4 m t�'_' j Yx .vww+a tf f - ^p PAID THEE ; :^p II`- w I-- wA" a ,n I - L-X5R I i EK I i I m ,soNsL_1 GLASS I I Y GIAss 0..._....^,.... �- - 11 "-- 9 O 1 A Cd L.......„.,,. �..r I I I. -fix+,•- i S". A I I nib. G` r w v.: r I 1 i Ysr�rw/ 7J+rs I t a 4 WM PUT I I --' -- � - I �- -.,` 1 j ;a ii Y 1 EO • f I E.O f f I r I VID'f PANELMATE PLUS Wj __ ii4-ID'° PAHaMATE PLUS w/ /a`0 x 3/32- WING NUT WASHER _...',/B: z 3132' KING NOT WASHER Q 6 1/4' G.C. (BEYOND) REV CONCRETE OR CC E BLOCK OCRETE -AR RED RNCRETE BLOCK WALL. UNTING INSTALLATION WALL MOUNTING_ IPiw6jl 1 I TiON a�'t�D.TIQ 5A _ S8 RE6t1�R,PANEL O Ijf�AMEL SCAT 3/B"-T--.."loVN4rN,I... SCALE 31B"-1' 'SEE SHEOA AI ET 19 a 20 FCIIDRS TYPE It IIIrAL10R 7YIC itAir IyoIl ij4'f SPACING FOR WALATOHB INTO WOW Len mom erAsfm 00 1 3 RAWE &MOOR. M&- ANGKM ePAt3t#s AND MRHMUM mCt Dt5?A1IOS AAE IN010ATE0 DAI TIs •Wwr4A,rE 6Msrwe @+y 3 ? } ! 1 j8 -. Seim E AIR Eo. Ms THAN palc EP DN SCHEDULE REDUCE ANQmR 9 M C BY MULTIFtiw& SPAZNc slid" ON 4CiEDL E 9�a_ ,�- _ OWe.Y B.xA 0^J AoftFFA a9E91gQ}: FAIL BY 11E jU VM FAL4OR5. FOR Tt06 CPEYOATDN TO PD5518LE. RED 1 T12,. .. -..� .,..- '"S _ 9RAClNT. OBTAINED USM FACTOR SHALL NOT BE GEM THAN MINDAUM SPACING INDICATED FOR ESCH ANCHORTYPE ON THIS SCHEDULE 1 Iri" -_ A. 3' �._..... --.-- m I- 9 t ' - f^^,,+ ^W W -C_ A/ / _ M a) -I-..V! U N N O _ O N = Q- C6 -0 0- _v O co VJ 0^, O C O CD_O O W CU 0 a- ,I- 0 M > .D ^^\\ W M � O Ny �'•-f•'� O Q MAN -a .= /-I^S vl a- jNST.ALL ABON DETAILS EQR OPTION #2 FOR UIFE SAFETY STORM PANEL SYSTEM INTO it l t � 1 1,�0 E,��Tt �' W0L� ..�T,R:�TURES Gaul Nobs.yet,tfiS., E-g ►u+� _cm�nA PANa �u INTO EXISj� W09D .SMCTVRE 1. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT CVA_U40ON DOCUMENT (P,E.D,) HAS BEEN VERtF;;TT FOR COMPLIANCE IN OA) MINIMUM EMBEDMENT OF 1APCON ANCHORS AND PANELMAIE FEMALE ID & PANDWATE PLUS INTO CONCRETE -:.l, _ b.. - .... ,�- ,.. ry _, ., ; �'� - 1r ACCORDANCE WITH THE 2020 (7Eh EDITION) OF THE Fton;UA BUILDING cooE. BLOCK SHALL Be 1 1f4 . q'( 3':.,._r I? -,.... .Ili„"� 1" I! DESIGN WINO LOADS SHALL BE DET€RMINED AS PER SEL7K)N 162E 4F THE ABOVE N:fftIFiCIMED CODE, 8.2) MINIMUM EMBEDMENT OF 1/4`e % 7j8' CAL% -RN ANCHORS SHALL IS 7j8' INTO CONCRETE. -.,z !Il' - t pER i' - �'..'R. w NE40ER i -'-- '`I ,.;-.. WDDD '� - I! '." '± r' ;x:" ,i FAR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE S'HiJPtLttS SILL. H€ tNSFAtLE[7 i.NN NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMI'3'TEM ..-. IT -: - t DugyED -'�.� . v...gp ,. :` W HER _ ` _ 1 FOR A WRECiIONAtfF'r FACTOR Kd-0:85. ifSfNG ASCE 7-18 AHdD SHALL NOT E%GEEfl THE MAttMUM (A:S.D.) i/4" f-?D 55 SgEWALN BOLTS USED SHALL BE LONG ENOUGH SHOO ;,11. - A.,_ ...... , , f ...�- `'iFEDUYtEO 1 I _ # 111 ANY F+NISH MATERiN_ EXIST) TQ '°" ` ''' 4 .�': "*-,. i 9 4`9 TAFY,;t3H Q 6' D.C, .F I 1 #'f TAPCON b 8' O.O. DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 25, ENGAGE 3/4' INTO ANCH0R6. .' - 1 4'f TAPCGN Q B' D.G, ,: , , , irA^* TMCON b 8' "' . 4 _ 1 4 f TAPCOH 8 e O.G 1J4 f TAPGDN Q 8 O:C. .�:t 1 '-..._. j. 1{ i 1, // .I , ::, .,. __-�i 1 2' MIN. IM - i ; . ;. ; 4 _ _ 1Fr1 /2 MtIN, iMR1?AE1FU ,.. ,< i '::. °wj1 i/2" MIN, TN4E4DED IN ORDER TO VERIFY THE ABOVE COtdWON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 N • ' // l2* MAT HRE ' �'-`M/f tJ?" MW. i}IRFJPED ,{ jI 1�ij1 1!2 MAN. 71diFAREO \ a; - -w/1 I/2 LAN. TutEADEp 1 PENETRATOR AT WDDD 1 PENETRATOHI Ai wt7DN 5'HALI. HE FIRST REDUCED TO AS-D. DESIGN WINO LOADS BY MULTIPLYING THEM fff OLE IN GROS TO R.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON TH ISRH * ,' { :,... P�Ei7E1ERRA ' ',� PEA nDN AT KIND N, - ,, / I PENEf./E AT w'D� PENETRATION AT W= - 1 iY E E% G Al, ,.' f t ,,, t " HEADER ( i' HEADER HEADER TO COMPARE THESE W/ MAX. C&S.D) DES" PRESSURE RATTIM IHIGCATED ON SHEETS 25 & 26. ANCHORS SHAH BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHMAGE, 1, y N .N , '{, r '1 �' 'L. ,r :x ,LLLL F` I 'l 11 Ii i,N _� r r11 SMALL BE AS MENTIONED IN 8.1) AND IN B.2). '� t .2' L. ,Rt • 1' _'t - ' _; '; - IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.€:O. AS TESTED WERE NOT OVER STRESSED, A 33R: INCREASE ,t, , , ; ,:... ! -1 /j4' 1 .,1 II 'r ) ijp r,. „ .Ij2' 1/4. ,IFy F,1 Ij2 9!{' f1 ) , . t 1/2. I,/4• °� }/2' Ile IN ALLOWABLE STRESS FOR WIND LOADS WAS SM USED IN THEP ANALYSIS. FAMNERS SPACING TO WOW HAS BEEN � ' 1 I 'N 1 -- A=�._. i ' .N ,:..,._._ `. f _` I tt 'i Mas. r'. , �I ,� t In -..-._ _ ! j ' M°A ____ DETERMINED IN ACCORDANCE WITH N.D.S- 20}5_ (C) ANCHORS SHALL BE BSIALLEO FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANE�R'S +,,.. 2, y I 1 2' 7 T r' 1S .' "1 T , ,,a.,,,,..,.:-_ ,r j ,. !',j3.'_ ,MIEN,.,_. __„' °+. II -. 2" 'i I ^1 .:: i' ! / .� I, -t-i MANUFACTURER. (� ' '' 1" - 1 �; i _ 2 \. '' 1 �, , I WIXX] IEA.MN §. I 1 WOOD HFJ3JER + ? `r: s1 �I STORM PANEL`S ADEQUACi FOR IMPACT AND FAT 'LIE RESISTANCE BEE1C VERFFI IN M:CL#iDANC': SEt'TION t8 a2 'C2 Mm. tk t r W..., , MIT: i : ?:.._ ,Mtn ,'...,(_ M,p, - I HAS ED E WITH 26 OF 1 ` , \ -' `, A , ` = : ; ' 1 REQUIRED --' 1 REOIHRED .• ;, / 7I THE 9 7. R SHALL THE P. > w ,.: , ` t r , , i , i -. f ` ' I 1 .. ; ` € 1 � ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LASMATORY, INC, REPORT / 2032, AS PROTOOOM TAS-207, BE ESPONSBILNY OF THE CONTRAOT'OR TO VERIFY tklE SSXINDNE35 OF THE STRUCTURE WHERE SHU TER ,I - r i - ; 1 l `' t` NT ` s° I. I - CENT, i - TEAS-202 AND 7A5-203. IS 'TO BE ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHiF17EW StMrL1 ONLY B€ ATTACHED iQ CONCRETE, Ba.DCR � O „C I I S(� .. (.,... ,. t_, f` .,.,. ' F tR I I CUNT. OR WOOD FRAME BU1401NI5. (� ty r CI ' I -' _ r i i a I - ;rI �-�1 (""`"- , � _ ,;,c. i 2, THIS SYSTEM tiRS BEEtN DESidNED TQ 9E HNSTA6,9,€D L1N THE OtA75iDE qF THE 0f"LIYRNG ACCESSING 1HE tlPfNttNd FRLMt THE n pl �r•��� ; Up� '" r ) -. I 1i.JJ�� I _ 0) I :ROM T11EdtN570EU0F S1RUCiLURE.ER OR :WET. TN4S APPLIGAT#ON iS VA,1J0 WH€N tlNSTALU4Tt0N MS INTENDED TO HE PERFORMED 12. THE INSTALLATION CMIWTOR IS TO SEAL/CAULK ALL SHUTTER COMpDNENT EDGES WACH REMAIN IN CONTINUOUS ® Ep C„7 �1 ' 1. iXF1nIdG ro am t { I eKH611NG tt __ M" '' "M+ I I II tan. StrARAnov I t COWACT THE BUILDING t0 PREVENT WYFDjRAfN INTRUSION, CAULK AND SEAL SHUTTER TRACKS ALL AROUND All -0 = >< PANEL LENGTH I I f ._-. OsEE uSADIAE" r ", t III QASS50 4E _ -: I 3, SERIES 1000 1NSTALUITION IS APPLICABLE TO SINGLE AND DOUBLE: HUNG STYLE WINDOWS WHEN 9NSTAILATION IS REQUIRED Tp SE I.ENGTi1. YttDN C L,L Q- ' MaA: Lv M �nuLE ' i PANEL MiE'NGTtI Ste) of sTAa'r t1 I f I PERFORMED FROM THE INSIDE 0 MUCTURE 13, STORM PANEL INSTALLATION SHALL- COMPLY wITH SPECS RnKCATED IN INS ORAWING PLUS A14Y HUILOWO AND ZONING INS = '••• FXt5T1NG I tSEE NOTE I BELOW) GI TYAET ip i PANEL LENGTH pu,.-slD'Alaawet , i (SEE NOTE. I a I 7• Mmc. E%ISTtHK, ON gIEF 10) 1 I srvA4A'mN i > _.. 6FLDWi " REGUUi1DAi5 tH2OypEp BY THE JUfi1SDiCIION WHERE pEFTAR S POOLED TO. 'p C'•I - TD rzA65 i r -- " _. - .._...A,.. - (SEE NOTE i. T1ET.1zW) TG &Atia I., : .'. . '- (SEE NDTiLENGTH BELOW °Nn'Tp ' 'I," MR4, GL,+55 s + rj.. 1" Max, 4. SERIES 20D0 1NSIALLATXBN 1S APPLICABLE TO S7NO,LE AND DOUBLE HUNG AND HORIZONPAI SLIDERS STYLE WINDOWS WHEN y C7 4p _� SD*1`AE .._._ _ I . -->T -- _ INSTALLATION IS REQUIRED T0: PERFORMED FROM THE INSIDE OF STRUM, RE. 14, ATPoUM. SgINgOWS AND DOIR#S, ItiC. E - '4 HANG STORM PANEL SYSTEM"' IS D,ASS dI RIIPEF. if) i r S 1.. GUlSS ISNY sLSABLaE- ..,-. '':t,.__... ? ) 4A. iS PANEL tEN&ifN �+.<_ '" "*, SCE , I -. ._°,..__„- ON Safi is) _ _ SjS, MIS,�• +1 : 1 S,b.. M.S. W - L---,.�, -. r E%ISDtC I , !A't-2Da}� _ i (SEE NOTE i BELOW) ii7 tja'a-2t161' j on sElEr T� I I isEE NOTE I BEtDwI 1 '" - PANEL LENGTH PtATEM ice, aT �C j __ I _. .__..,._.T , 3- ALL AtUMINUM E;tEIR1151ON5 TO :� 6d83-TB ALLOY AND MPER. #UNLESS O'THERWLF..€ NOTED] ,5. (G) tH45 PRODUCT EVI�UATWN QOCilMLM TINED.) PREPARED HI' TICS ENDRNEFR LS CENEWC AND DOES NOT PPOIDE =_ S d ` ,: I , 7) 0 A 3 I. -•;, I ! GLASS I SS M.S. W! i--- - - INFORUA71ON FOR A SITE SPECIFIC PROJECT, Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P_ED. w•' C a .__r _ NixO'NAUT _> _. 6' _ { .'n,_-. _ YnNO NUT` }. r. .�_.._';._..__ _�..._rf. _. 7 '. pfH jam• .1. Z°. :..; I 6. AL ALUMINUM . SHEET METAL USED AT CLOSURES SHALL HAVE 3405-H14 AUPt. C __._ _-._ -` -- �, -�I - __-t __-.-� .._-_.._.yr i1JtG .. ..____ _.____ _L__-y 1- -" _ . b-. r_._ fi ir_ Y"___ ''"--Ki?_ 6^ (L' 4{ 1 1 1 ((1"""��� '`-. ) QON:RACTOR TO BE RESPDN5tBl£ FOR THE SEt_ECTtdW. PURf."fUSE AND INSTAIUiidN iNCLUDWG OF SAFE'NY OF y ` i i I_ r I `: - - 't L 7- ALL "CIEL SHEET METAL PANELS SHALL HAVE SIRIICTURAL OUAJtt STEEL, ASTM A-653 GRADE SD MIA„ QA.VANTZED STEEL THIS. PRODUCT BASED ON TEAS REM, PROVIDED H€jSHE DOM HOT pENATE FROM THE CONDITIONS DETAILED ON _ ,� TAN THREADED � , _ '{..._ I 1 1 F OESIGNATIQN W/FY- `a5.6 LIST (AF1EN RO€LED}, THIS DOCUMENT. CONSTRUCTION SAFi:Tv Al ST7€ IS THE 00117RACTOR'S RESPONSIBILITY: .' : H39 am. I - . MI . T E i t �2' T i I I I 1 I I 0 ,0 _. .. i ii4'f AAFNY)H ! ! :::4- .-- I _.. I B. ALL SCREWS 10 BE STAINLESS STEEL 304 DR 316 ASI SERIES OR CORROSION RESISTANT COATED CAPWN STEEL AS PER DIN tc) THIS PRODUCT EVXI ATiQN DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED, I 4 • -- y; 1 i tUIRETFEFMn At ),.,,.._,�_, �� -._._, I I _ `"- 50018 W/ 50 w YIELD STRENGTH AND 9O b7 TENSILE STRENGTH & SHALL COMPLY W/ FUGRIDA BUILDING CODE SECTION 24173.14. . � = l# i ; e• _.__,1 _ - - '-"= (4) SITE SPECIFIC :PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WINCH WILL t I oc .� a j��'#'�'j`jj ... 1 I 1 ., E Y ? I I A. BOLTS TO BE ASTM A-307 GA-VANIZED STEEL, OR AM 304 SERVES STAINLESS STEEL, WrrH 36 mi MINIMUM YTFJ;O STRENGTH. BECOME THE ENGINEER OF RECORD (E.O.R.) I" THE PROJECT AND WHO WILL BE RESPONSIBLE FOR HE PROPER """ to .C'E. "`^'"-'.. ( ' I I I U BMTT roE OF THE P.ED. TIER THE SflE 5PENGIN OF Ft OEI:.iFiC bRAN175AS AFpt REVIEW DELEGATED ENt6NEEfl TO THE P.E,O. ENiNN£ER; SHALE, = E 1.LL <.I _„ i (gip } €O. ,4. .� ,v EO. ---.. r...•" rt `+' 1 I �_____ _ ^ _ '' i j I i0. ( HORS ASFOLL4W5. 5l1 THIS SA - A) M_ZWMWA_eQiJfiEiL.QWUL- 45 I.-. ;. _. _- I .: , �- - - - I i` ,� I (a) TWITS P.E.0, SHALL BEAR THE DAZE AND ORIGINAL SEAL AND SIGNATURE OF THE FIRMSSIOA. ENGINEER QF E3. 9�.4 F.O. I'. , • � t ., EO. -1i ' eg - '. j"• ' ,. . . :` �..� _ RECORD THAT PREPARED IT- �;, _.__. _.,1 �. _....,_.:L.._...,I ,• i _--- .,,,.--.,-„-...I ,.. ;:.. --..--I _� T � �. 1 ! I ) ' }/4"f TO ANCHORS AS MANUFACTURED BY I.TW, BUILDEK. ITC. (MIN, t'e-3192 P.#.i.) :>* t _ _'* }f :.. E i a`h2Oz3 4's,5, MS. W I ___ '-. CONt. !_. t S .r _ ! ! .T'..'.. <, Ill 4" 4 - w.tiY, ...• ^ e, - j f D t. 6' - 1/4' a X 7/6 CALK -IN ANCHORS,. AS MANUFACTURED BY DEWALT INC. (MIN, fA:-30DO P.s.i,) O ti CONT. dt. ., ,1 7 EO. T ll f zDxaj ^SS Nits, W/ '+ I' ., + I1 t .. :9 4x3 WIND ftUi - E! +... _._ _;,..•.. I f <.......... '" I iB, STORM PANEL MANUFACTURER'S tABEL SINAiL. BE LOCATED ON A READILY VISIBLE LOCATION Al STORM PANEL LN. 'a- I, I ., I: '8'f 32^ YANG -'. :. I` I •.. L- ;I --� L.. �. 7je•ez3/32 WING xuT }-' .. - .. I /1# 14 PANELAIM FEMALE '10 & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCt" PRN30UCTS.. r; , _/ x 3/ wrt ::',.. , 7jaA x 31s2 WI!)C .� 1 ,I „. WASHER Q /2 lj2 O,C. �_ II ED, �. r Ep ACCORDANCE WITH SECTO 1745,9.3 OF FLORIDA+BWiA1NO CODE: ONE LABEL SMALL BE. PLACED fA7R L?tCRr OPENING. I ' iIf WASHER b 12 ill' o.C. ..ti 1 S j €. 9N NLrt WASHER (BEYOND) i 1 N'. ^ .i I l I+ W ISETOND) 1 - i'-__..___ .,.-_.1 L •-'9 .__�_1 v..._...._ 1 (t"e-3350 P•eT<) ir18ID1A - TO COMPLY WITH SECTION 1709.8.2 OF THE FTOROA BUIUXNG CODE .`' 1 -*. S #! '.+-.It 1{ f 'TAPCON 8 E' 0.C. g = l S I A9 ER kk ' i, r I ' _.,..`i `AGGEREDDN O 6' O.C. I i 1•' II 1 4'A TAFCOH b f" U.C, y Ij, _' 1 fj°i TAM, iHR6A0E0 `. I •, , ,. .: :" - r, ' .... :. I, Ir '7 8"f z 3 32"HIM+ NU? T ,. I l A,i) MINIMUM EMBEDMENT OF TAPCON ANCHORS INYQ POURED CONGRE1i. SHALL BE 1 3j4• AND 2• FOR PANFI.MATE i , - . ! T5'usoETED w! STUD) 1 ,., ____.� Wl STIR,) ',, P/t q�tMN Ai MIPWIITN f ! - 2•A4" wO011�PtATE i...! !-,ilB•e I, 3/32' WING NUT - ! W , 1 2 MAN, 71iAfA0ED -. ? W 1 i r MRN. Ti1FADE0 ,, is : Il OF ptAfE .�„„1 - REDU+WFD '--s._� , ',- II WASHER O 8 /4 D.0 a ::N&7" "j I WASHER a (MOM) FLMALE 10 & PA14ELMAlF. PLUS. SSS��t... I 11 , Ii: f+ i35 P TON AT MIOMDTH ` P TON A7 MIOW" - ; _ ,,,y�__ .. 'h I I�, z' WOM PATE 4' wwD PLATE I 'E }t )! _ A2) MINIMUM IB48EDMENT OF 1/4"11 X 7/8' [AU -IN ANCHORS SHALL. BE I5 7/0' INTO CONCRETE. NO EMBEDMENT INTO OF HATE .. ••.CAI OF PLATE `'1i- -- OURHEA {i#-10 PAfEUTATE PLI 1-_ S- .,eJ ,, I! ai4-TO PANE9.AdATE PI t I.,,,T_, 1 IIf , .-._. 2REWIRm PLATE L_._._._ _3_.E4" w'000 PLATE O 6 I/4' O,C, W,/i -A I I 1 Q 6 1j4. O,C. W!7 9_ 1 1 AtY FINISH MATERIAL SHAL 8E PERMI'TIM,. REOVNiED r,F , NG INSi (Q[i �WAL MOUNTING INSTAILLATION MM. THREADED PEIIETRATIDN �, - j 1 MIN. TMINFADED PI]NET74A_ j ' A(, I' - 1/4' 0-20 SS SR)EWAI,k BOLTS USED SHALL 6E LONG' ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' xMHMA WALL MOUNTING INSTALLATION ALL MOU 11iPIFR#lAO At REGULAR PANEL (AiTfRNATN£ 78W AT M(riiIDTH OF PATE L ; AT f1rnIDrH OF PLATEI'lINTO ANCHORS. MMtr Al SCALE 3/8'-1 Id LIFE SAFELY PANEL k A,3j tN CASE RAT PRECAST STONE, PRECAST CONCRETE PANES, DR PAVERS BE FOUND ON THE EXISTING WAIL OR I�;�%ts,� RE I O LIFE SAFETY PAN€L SCALE 3j8'-1" WALL MOUNTING �(`' *' �� 1,�(GN FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHfNO SUCH PANELS; ANCHORAGE SHALL �1'�'''• CEN °y .• sGAN.E 3j8°-1" SCALE 3/6'-t ° MHHItT1tMyF� 3 "iG MA 1 ��t�l�A)ys O 1- i"E �x PANS, ALTERNATIVE BIEN BE A5 MENDNED R4 A.t) AND 51 A2). ND. 441 G7 r P ` , a` P L, I SAFETI' t 11 ' Q�: FENS . a �.. ,:,. .. ✓ si (8). M € 9=Nt= 0N2ETF M - fiALa':. s �' SCALE s/e'-t- g ,4 SCALE s/s.-I '3 * A, � - FLORIDA BUILDING CODE HI h V61oc .Hurricane Zone L\CEASE• '� FLORIDA BUILDING CADS (High Yatodlty Hu cane Zona _ : * FLORIDA BUILDING CODE (High Velocity Hurricane ions %, tHSTALUiX1HS ARE ONLY YMAD FOR BLAlD&L.5 WITH AS:0. DESIGN LOAM • - - -1/4 f TAPCON ANC)tOF1S AS MANUFACTURED BY IT,W. HUILDEJt, INC. UP TO +S5,5, -72.0 PST AND PANEL'S LENGTH UP TO W-W, I : 4 t � =w MWA elf Fp, NOTES i ,. 0 ¢416T 4 nLim , F.P. - 1/4• a X. 7/8" :CALK-1N ANCHORS. AS MANUFACTURED BY DEWALT INC. (F-15DN o:a;l,) - ,r TAtbw: INO - Fp. ND .fir - 2D GAGE GALVANIZED STEEL STORM PANEL s • Z0 GAGE GALVANIZED STEEL STORM PANEL TY �•.x ( gI• b 20 GAGE GALVANIZED STEEL STORM PANEL DRMwI a_ FOR NEW wcoD FRAME CONSTRUCTION. WOOD MEMBER TO 8E SOUTHERN S ,� OfMAN W. 1. INSTALLATIONS A!ie ONLY VALID FOR BUILORlG$ WITH A.S.D. DESIGN IOAOS = =*� IDReUN Br: - N94-90 PANELMATE t'EAIALC tG AND PANi1MATE PLUS tlWCNOlYa, ,AS MANUFACTURED BY ELCd CONSTRUCTION ;+"^ y s *1 .. PRODUCTS (I'm-2O71 a )10 FINE Hq.. 2. W/ SPECIFIC 9XNSFCf OF 0.55 17R CDl1AL. II * ; ._ "..,.`�. rr.,ax,*..MA qrJ Up TO e58.5. -72,0 PSF AND PANEL'S LENGTH UP 7O 8'-B".. `„}` aFl7Alae7D P-..i< ST .� _ - __ . a GLOBAL PROTECTION PRODUCTS, LLC. MTc s _. ' - -_,- .._` LWTE N GLOBAL PROTECTION PRODUCTS LLC j'•':. Fl `( ,.-:;.. ryO,._� + 'a.'V 1ffe. 4rwo:N. f, ±~7LEcr 2. FOR NEW *ODD FRAME CONSTRUCTION: WOOD MEMBERS 7O BE SOU HERN �'4�y�• SATE �. .. ": :1Na. SAL PROTECTi0N1 P DUCTSA LLC. ' ,C al �� ��"Y'� w, . 07� 'Y att` ....• F''a TA1R TESTT1No t ENDS IWt9 COMP iN'r 00: _ FL 33314 PINE AY). 2. W/ SPECIFIC D04St1Y O€ 0.55 OR EDUAL r, Ole -, �IT ,.• a - IZNr DOM R 333i# f � EilI.IC CIC d� 6A9K, N: dXTt4IAa� ry t; (E, "'" FTi(PNE lfeA)�-7a48. t:W: fYs47Nt -s79z 20-T 76 'i - L• ,■.�,,.• A+ a Nr arms.. aaow a sIx Pt1DtE: L.SO YS.e. FAr tvsr)am-67e1 20-176 y xa an 3,, s.. ERA worn are' n iHar, ,- + 3. at s>tEET 20-176 t`A� 'YSIO AL N.n ix.-IM I . ,ate o-At Ana+R. IeYYS+n w Nw:SY :. IMnA.Aen : p p0AaN0 tta _ b,AAA's 'I N F• t CA- 4671e wF. Y.ePnaF ■A k 1efAPt•r Art Me N0 N . CA•DDGeT19 tAt,M HOW_ 'TaN. nAti" 054)M-e7s7 TAIL.. , a1_Saro . A. , pfN m-Iw NF.4 IFS nl+teDA 71 : amD a,-amT A71111 1 P.E. SEAMf9tMPAUNE/'MIE W4TBN A Tsi1r bpi) PE S °a SS-Tu x sf�7 to Oi 2E NA NIM7INW SLA4fs1WMTUIElIDAT[ Rw,iER A TLUF ,P.. P:E. aY ;* M '96T ffi OF 2E P,E 'GEA4igONATUPyfIMTE _ •r sr,M NNAv.AF •u DR4FwtR rb: naw - _ _ a _ _ Mta7 .. r - - WliAEA A L'Ak.4 iKF 4iA.,a-um - J. _. w.. fpfttT 8I 9F M COMPOENT5_ iEa ZQQQ,!& 10QP E-Z,HANG STORM PANE (SCALE 1/2-I"). -__.---- -. ,__ _..-__-- _iSLI ' (TOTAL WK H)--- 12,50U` (EFFECTIVE Wt __._..__.___-.___--__--_--_.,.-__- r r-- 350 -1.y- i L �.._ F ' 'I,!BST _- _-_. f 1 ..Sfm` .--1 350 I �` 1 I,0 �,,x � I4, S-S.SW" „-,-,_-._.fir I•.-....__.._.. ,-..-,2.2W 1 2.2M14" 1----2,991"- ¢. , I -x ` /! f _ 1 D- 6Y�I"INI7 STEEL /I.wEiq :.� - EDCl •' f ! 2.940' . 2.b00' ,J,- r FENNMEO TIP. ASTIA A-.653 - �.` .. GRADE NNW ,�"iI MAIL, - -,•R.i25 I 2,244' -y t-..!)£TAR Ek7CE 00 - A -68% G-60 OA,V: i _)___-j �R _ _ _ ._.1 -----I- - __._--._..___„ 7 ?S. I_ .`'SO, ) STORM PANEL r v--.2,470^_- _. _ a ,tit'.-_2.470" IV PANEL'S END ``.1 REVERSED "h" TRACK 4":.' RFV'ERSFO K "TRACK UP.--"5 ,, HEMMED LOGE, _,,. „r! 1+ T . -..750- "�' ✓ / . HALL .D 68' /-�-', �­�_�,�__,,___1 fir. �' "'��''\-..--• f 125' 0355' -, .Btu- .� L25' HEMM �- os ISOMETRIC_YIEW MAIL A 2.aDG' a' I 2.D60" ROUNDED CORNER HEMMED OF PAF1F1'S t _.i 1 --_-2.000'� _ . (TIP.) --__. ___-_-_.__3' Moe.______ '_.- - rr_2= lJ1 � ~ �� ALUM. ANGLE 1 ; HMI 7.I--.125• 6061-T6 Alum. ALLOY i •.¢ . �`"'4 'r�✓ 7 D5s" n n 6L _ area �: CE N 9 U I' 1 r ND.4416T m I -_ -[:]I {'1.: ' FLORIDA BUILDING CODE (High Velocity NUT cons Zone), � (2) `- '7sD'-"_ 3 '3,.(M w) A ► M, AN �$ SMP BAR i1'. ATE OF ; @ 42.o-zD R EeD ft 4 ORID Si ''11LIE' -", _,: - F.1 C 20 GAGE GALVANIZED STEEL STORM PANEL Onw. f GLOBAL PROTECTION PRODUCTS. U.C. "'r GAe ; y, NAL� t'A 11� : 11 L �,i ENc ifm sw, fiT *STREET 11" LONG 6083-TE5 Alum. ALLOY 1NHH„ . .5`° ae. m, > a, w e.NOiofa n ntr oss 1m-Isn < 13.1 -, PHO Ne (saw)a�7s EUx tW)gOc 7 20-7 76 r411 Fae.Aa YF a Ps,P.: Sm ORA,11N9 9P: Pi. SFWSOKKIAAENA E EA-OGD07/9 WATER A n Jr,. 7E A. s _ _ . _ _ 3ROLT z2. M 2f 3'/24 isir NOTE 2 BELDA7 ; W/ OR W/0 AT 2 I04x� 7'f24 ► d'f � � (SEE FR1E 2 IiETt}tit} 3• M� 2'f2#. (< T'/24 � .i pER�vAt�, {sEa NOTE 3 BnovT. IRE" I�, R. i' Min. lTi-] 3' U°z, OF 3 ,.. SCiRDUIE OH 1 WOD0 S7E'M - 9.- - SCHEDULE CA SHEET I ceTE av7EouLE Ett SHEET 26) ""� ' 1 i' Mrl, �,� ; 9EDGONS oN slreE'r 2f ` ATP A2HRt - 7 ' HALT B.M.& TEACH f}R 1>F� , sr2- va_... -1 ---[ __.. „T. _11Ill ]VI , �� I I I i 1� I 1 i I j 1 �y f I lE 1_1t�L. _�.1 _ . LI i.� _ 1.I .L _ 1 +.,-"..-T.-T-*-F`- 'jT-T-1 60 % 'L' rT/r�����r- � sT-1�- PM#i.. p r,,�-_..,�,_'(_ 60 It 'L" i CDR PAIL) (RFIF&OR PNEi) (CIRRI PN) (fNSQiRR PM'RL) (bR PANEU l•-•,' PANELj (IIRi ) (IMTEAIOR NNEI�7 TEND PANEL) f SEE NOTE Z 3. 4 BELOW I .. F @@ 1 SEE MOTE 2 3w 4 w,o* SEE H ,�, 3-.A BELOW.t s I E >�E NOTE 2. 3 4 RELPw T jf 1( 1 I I � I I !! k14 w 7 = �. frl," i 1+� 1 7 E r1tt 1 i t�jR I I I11`10 # I t 1.1•�P TER ANE45 W li r � 1 I I 1 4 s3 I • '1F- TrAN4TttU1SW__ i 0. 4' M5. Y :32 wMN7HI0TS. yc,_ 1..=._ _ ...`_ -..�.._. __ - t [ RIIJ ill_ .....-,._I .SI . , •L' _ 4IX L .T I I "_ J�j ((��' PIT �1 1,11ill I TI•. i I I if40A 1 _ •.. I 141 I I i I a- tit i -_ . . , ._ ­ ­..i , : ... . :PAREU04M VYP.) M" SEE NOTE ABEAM -__ TOM �AIICRETE ANCHORS: SEE S a�M�m.~ MAr )!E tDGTFft� "Ill4- 17---•---! - (,MTERFb\TE LOCAiEyt +SL'rNEDU1d OAI 6HEEr 15; n& W6W0 SGmk AT QR PANELS) 1• !lt- AT ENII at i Ij2' I Tir $1E SEGYIONs ON BNfET 20 -. R11ER10R i',WEL.4< 10., - r. kE NOTE 3 W1./hw/ bl wj"h.0 L '' RAJ "\J t:l IwsF RYEL A to ys MISTALtiS AT fiJ:Cti • IASr PANS Q to INSTALLED At EACH G SfEX-wArs F'RWflED w ALWAYS REAR OPENING SHALL ALWAYS AT PNSTAUA w( REAR fN INTENDED TtiT F/ STAU AFAR HANDLE TO Bt ON I INl€iOF TO MrSTAULO FROM E INSTALL -.. FROM I, IF 1HTEw1Ed RL tL INSTALLED FROM eN6NiDE OF STRUCTURE ,,, N INSIDE OF siRlA'rILRE 9GUE s/st - r srAEE 3/YC - r• .. 1..-t14' t:l CAP I/4' Maa GAP t/4' M. &PPyP�y�'fS 114° Hex. GAP --I••... S iI - - 1 OR0)W/ OR"ns 7 '°" TE7 rN LIX•ATIM SECTIQN A -A zCTjQN B-B T EHD PAINTS; SALE 3/32"' - I' AV= : suer 313Y - r• (1) 1.W: E - 2 HANG STORM PANEL SYSTEM CONSISDNO Of PANEL + A, TRACKS AT TOP & PANELMAT€ PLUS OR 15' LONG -i (})< THFFINnInN OFaFR1-F."j�rx¢ E - Z HANG STORM PANEL SYSTEM CONStmNO OF PANE. + Z BOTTOM W1 PANELiNTES, CDn1. R M. TRACKS 70P 8 BOfTO (2).. END PANELS SHALL ALWAYS BE CaXNNECTED TO NG SINS WAIL #n" MEANS OF (2). D PANELS SFIALL. ALWAYS DE CONNECTED T4 BOTTOM TRACK OTHERWISE A STOP BAR PANFifN7'ES 0R, IF USED ,III Y W/ 15" LONG TRACK AT BOTTOM, END PANELS 8 SHALL 8E PROVIDED AT TOP OF SUCH PANELS. SHALL BE CONNECTED TO CL) Wj 1/4"o-20z3J4 S. w 7 3/�2' WING NUT OR T/4.0 S8/i' Min 7TiUM REw INTO TAXEYT(QEPT AS MI (3), iF END PAAtELS. ARE CONNECNED TO BOTTOM TRACK. CONNECTION SHiL1. COtN5T57' Qf DESCRIBED ON NOTE #3) R. tl4"f-2Qx3 el 7J/6"fx3 32' KNG NUT OR i/4's 7/4" Mtn. THUMBSCREW a FOR CASES WHEN ND PANELS gE 15E JCIHT Y w/ 1s" LING [2} AT 1NiD TAPPED BOTTOM TRACK, < TERN OF FAS7ENE MAY 9E' A7 EITHER OF `(VW7 (j' BUt END PANELS ARE . CONNECTED TO BOTTOM TRACK STOP EXTERIOR FLAT FLANGES OF END PANE_ ,\ BAR °V SNM.L BE PROVIDED AT TNT SUCH PANELS, (4), IN CASE TUT END PANELS ARE NOT CONVICTED TO BOTTOM TRACK (Le. A STOP .BAR SHE N AIL-SUCBE CO ECTED TO BOTTOM TRA N {4}' fpR IN3TALLATK?PN5 WHEN ENO PANELS AND SOME INTERIOR PANELS ARE GIRECn.Y MbUNTTO TO EXISTNo SIU. WALL BY MEANS OF PANELMATES, LINE INTERIOR PANEL IS ONUSINGLSPEi'SOfANDtCATEN AI3N PABNEUOVE. NOTE IN OF MAY BE USED JOINTLY W TRACK A7 M ATT JJ SHOW ACHING BOTTOM TRACK TO WAIL TD BOTTOM TRACK MAY OCCUR AT ANT PANEL LOCATION. W/ TWO PANE(.1,4ATE5 FOLLOWIFXG NG SHOWN GN ELEVATION AND W 3 t/2° DISTANCE (S).. SEE SECTION V, 3I & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25, MGn, EDGE FOR THIS TR'ER10R PANR USED ,db� RR,.Y w� DbES OHR N NOT NEED Tb C0INF1Fj.'TEO TO 92V AWY MEANS. TRACK i2). SI+ALL IN57ASED \ON Q �. Tt /AT4�A SUCH THAT ADJACENT PANELS E LEFT & Ron SIDE OF 1RRITTE�R PMIEL) HAVE •iyTG VjTHtEIR OVERLAPS RETAINED Br. l. ... � 3'k y. FLOBIDA BUILDING CODE Ili h Velocity, HMrrlebne Zane) m : No, 4 167 •: _ 's 4 TaTEm, fx 20 GAGE GALVANIZED STEEL STORM PANEL 'K, = - - ••-. caa1N ar: a*, S-ni• STAT IF iC _. -� " f r AA GLOBAL PROTECTION PRODUCTS LLC. "rO.M A 0ce INC. ,�D, '".'qr,' 1L 4&o S.W. 51 SIRED, .� FCO (DSL •C, �, ;f.7 f b Ma: x. 70c. N+Mrp.A AEI nat,M' KRR (wN)19a nal=i QL54)s1' -B79T 2p'" I76 S+ •,tA•T,. 1 _� Pa.,. ; I-) w,_am . r.. am m-astt ♦,,4 S/V N L T"� N`a w.t4 A'R�, - [�t IXtAAW Nr. F•R sxa Pry N11 I'E W-00w,9 NttFt1 N4+ � �''"E MMJFR A Nr,. P.E rs- . - - swa , 23 OF 2E PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK > 1€ w"oRs 4:" -% i 6 rseY, IEEE maErm A ".A '� ': CK (�sWpD��IE€aIAN°e"°Ie "�; t¢ cros. 29 ----•.: " PUSH• caTE W30YDw sDEutE �e :l OY BRIT 1� \ � reyANs'Ttwx ti . "S ON SHMI 20 . - ^Y(ra --�--. t.... f l ,i sM.S,y. F.. Fim W W _- _ iA rec aF 6S {{ .r � "�' ;` ---E - �`, RUr rue Ava- caNEREa� -i4.r +...<. IWJ� I maH1�1 j+ 1 �£ \-�S\ \'1, � l .+� 4 �\ RFGCMLG TA FNe (J 'F { , W., Ie ___._._._.., w 4S F3 y{a`a-sG,s/r i _,L._ _ .Iv.. FMA9 M!. �i.1Eio 4114 '` , I 9'` 7 /pfAA I f T ., a , rJ I i er ALw 1 Our ° 1 9 L_. 1 ­__.._-- I 1 I L , r fLTA4 1 A ta� i R014 1 4o�R �+ � t 5 I I RFAT ) 1 I I 1 H i I 1 TYSw) 0) . 1 i i I t I 1 i T .I R 1 "I" °1 ac 1 5 1 I - I I B I � 1 } i kL ON SHEEP 2b ' t/ i• 4eB' I a SWEMM I d �>eYPAW,'IR)N.. ! Tl4`a_2a.A3 A' 'T_-_-r p _.. `i ( SEE 3cHEDWE I H1 IP�ORbf 25 1/N4-2w/A• "TG�j( sF° ITO AXASG. I I M7/. jS1ti'tj wNO tAfT 4 EMERY OKRW H - I To GLASS. I T B j i I MN9 L SE£ SUYf L-RIR wr9� 7S iV GLASS. I 6 i TAG GII.^uS, W I a I ¢I( T•ER<' 01BAAP I € F i i I I I -II i 1 d 3 _._ -- -.,. I$ $ rgI I ) >I R- E 111 A g i 1 I I 11l4•.-m.T .- Ma 1w/ 7!> -= Waf ° Tr at i I � 1 d I g H 3. co -A. I I g� A 8c I A 5t t 1 i 'r' .j t r 4 . 3 � t' I I 1. � f,hr3. (NYr I I .I �C a I r -T i 1 gt � As Y it t'. IrIAttI . 1. -z LPNCREre ? I __,...�_.T v _. 14. - -- "'� _T %. J7 "i �..I_...;_ ` 147n"r=slar�we° MR N' ,EIS ED i h AA5fiWn. %19� - s,iTt 7.T , -__.- .-..I 1 , a i , ro :. A . :., �f asJ `tf Y .!i St t !] ATE.i--'tv--x'^."..--: % ualwm 1" coxo LIT. PA � Tr4•«-swa/a'as i`tUialEe' V41.--2 4• .- TAtTr 5° Ono" :. .I H. T• lAa- + /yT• /Y r r4R6) eft p�YiL NMy� J1 �.1 Nx � 1/•'Y- Y � IgE AN -n TRIG' 1 p T� - L3t8 94AnAE 18} \ . '+,• W&L AND Ii'= MOUNTING INST. r': SYNC NNiCM 1 r< `` �4 >R� m FIFE £4'II®I}t -./ ,.. 4R5, Jr FILL PR gy ON BEET i3) C *,a� Na zAma1 MITT a EEi°e) ' Mm Oo jT j1lOUNTIN SECTitkl i __- O scA E s!s-II FLOOR TO CEILING TI OUNTING INST. BUILD-0111��IjI iNST. SCALE D/B-1' t�fl '' We' TG-97 aj S - - ,. AEE 3PEanEATows FOR .. t eT�i P�Ar 1On FS i�(Qj� AS SECTION SALE 3/8-1, 01"WINIfF i,\5 r. T /FA{/,i 3' SECTION 4 .SCALE' 3/8-1' fVL fL V MtR. E w{� AT TOILER), BAG@ d! 400D r ID1CA �3: fA41AUATXW T'RE-ON aew'a, a�I 1, -.('k` {! � I».--,:' 0 / I= ERR t TAtN GF �-�••� TOP r BDTscy WawTRrr CAN �. CONS Is ii : `° ('iEN,sE, ;✓�'•d,; = N0. 441 67 � s =: . ^ - FLORIDA BUILDING CODE H# h VelocityHurricane Zone - :& -AHY KAY $iHT ANY . a•• STATE OF s 90-, o2m° TLC 4� 20 GAGE GALVANIZED STEEL STORM PANEL DFAWN er SCALE: 1 2• - T` VIEW X cD, r t"in)JU, SI 4S' GLOBAL PROTECTION PRODUCTS, LLC. D"/ """ �-- /_. ti. E C O ENO f ••N•\ •• I 1333 d a CADMIC O COMMIT MAR, H_ +mw �DaNi7+A-1m .w14°I4"'7-:4 ', RANGE: (Dw)ow-TIM, INC (6847Ew-GIST 20-176 P.E g%WSSDtH\NREIMTE ti\-00087,0 NMr Nw.4.lass r m 4 WATER A .M" PE '*`� r 01MM4q N4: - - S`w " 4 2F (D W (1) _�C_ +--a V - L U) CL (1) :3 (Wo _0 0- vi ; L W -TITS J_T SHEET NO. SH 1.2 r � fl�) .,,`� �', , ,, -. - � . I � � � 11111w * , .; �' --.-. ".. pis]:W-io.il*.Mlol-."F*it,$,.N3mm:u,Etwlt.);�lmi7.1,144 I .1 - 40 -11 NPRRE MR. I I. I - 4. DEMSAINMG -UAS.D. -rI- - PANEL -- TO RATING.A"-, - IM-P, , TO GLASS c. sncwa .".O-753 OD V, 2', X I-W-5 21w & 31* .65.0. --15.3 1 7o- Em LESS , 1 2 ve- 1 BOLTED - . I , , ew • MWF;a=4 IFS�& PANEL. M.S. & WINONUT AT GYMAP & 4OX OF PANEL LENGTH 1Mtl*--ilei,n�,14--i,ili,sv.'-IiI :;.I*iA-_'1T1#1I' ,�.t�"Ifillillillilli�Iiii'lli.'[-I'.� ,(,J[­J.t'i;i,1w w*.i. - &QA;;Av`q1q1wq1!m,mmr. 7,�,l,t2�t,l;1t.*--aTLW-MMf.lLi#KMMZI-,MWZ =� lnxvt. Mor � UMMUM ANCHORS SPACM FOR E. D. - S 1/2' „ -- APPLICABLE TO .tom IF THEN m4xww Pv4EL LEWH V 4w) TAPOORT I CALA-4N I - - .. I ;l;TATE TO CoNoOrm "a """CIE� BLOCK in "'C'm - TO CONCRUIE OVICK ITO = TO OMORM To o0mGRE": 1'. - OEGGRI,n, 12' NIA 12" N/A I 12- N/A 12, N/A V At 2, (Top)_ ,.* I W 4. 1. A- - 1 0 20 om + Do 12" 3. 12" 51 1 8. 6. 1. - r _1199y'. 51- 1 �66.0, -75.3 - N/A NIA N/A NIA N/A N/A - 12 1/`2'ti" - _ 2' (BOTTOM) 70, ON Tim - 7' N/A 1 6 1/2' N/A ' 1/2' N/A 1 4 1/2'. N/A 3' (TOP) 12' N/A . 1 12' N/A a 11f, I N/A - 3- ( - . 12 _ N/A �_ 11' NA 12' N/A I I 4. (TOP) ' " ._ � " I . ,/, IV• 1 11- 1 4' (;Di(CMI * OUTTED TO BED p..t. A.S.D. OEM PRESSURE RATING, A SEE SHEET 21S FOR 0040M TYPE & SPAC04 FOR INSTALLATIONS INTO WOOD FRAYS BALDING. MINIMUM ANCHOR SPACINGS AND MHMUIA EDGE DISTANCE ARE NOWED ON NM SCAMULL FOR Co. LESS I" INDICATED ON SCRUKAJE REDUCE ANCHOR SPACWD By MULIRPLYING SPASHOWN ON SCHEDULE SY THE FOLON&C FACTORS. MR " opotalm To BE pmw-r. REDUCED SPACING ANTED USING FACTOR $441.1 W BE LESS THAN MINIMUM SPACING INDIGATEO POR IADH ANCHOR TYPE AT ANCHORS LEGEND - moomm Tm � I/Ir. l, I/r. TA��_ . �� -we,/Alw -GAt9w­;I-. ml, AlioNom VACM 0,0 3 1 4 -- I 2 ,p . uNA I,= lc-.w w 3 3 3 a�.� a 3 3 'a- 3 , AWAL CA 1 New I 'Ir L_1_ '. I Tal I 'm - 11 I - I IAO I - I Im F+T 1_0 I + REDURES Mag DISTANCE BETWEEN EK I AND 0 TO BE'. 1/2' YTTION OF PANEL I t/2' v M­ 1­11111� ++ REIGUM M­ DISTANCE BETWEEN BOTTOM OF PANEL i AM To m- 3/ir 0 r 3/i 6L, m". CQMPQNENTS FOR _REQULAR. U E SAEETY & E-Z HANG STQEM PANEL 25MEM5 - I (SCALE 1/2-1*) - ----'-- - - - - __ - __ ' - - - 15-125' (7crr& ylw'4)- ___ ­ - ­_ - ------- ._12,500' (EFFECTIVE Wl9IlK)----------­, -- ---- 11 1-2-187,-. 1 t -.103, I r - 250 i i , S1�4,IWIIV . "oo* 7 --To I I � '/ -1_3�0­. .Soa � -, 11 I I . � .2151k , , C,, I ---- - - 0 Ile MP.)----- I—— -_ I � _1 I . , , �'. I �250. - Izio.- .2150 I,, .-jw - i . _ww I �' , "' I - - - 7 - - �_ - , I I '1� 1 i ___ " - . -1 - - MIN. IN" b ­�_ 3'sw - M4 (�)_ � _37CL­ I Iw-+ � AM' i I I I DOE4 � ANOU 0 6 1/4' ,I--- ILE, , " , I", w RVIDISCO) - r, - -it i 9ALYu__ 11 A66'_ . 11, 11,� �,,, . 3 , I - � 2.0 DO' i 084"- I , I "". -- - I ,500, 1 ­oIDAA_ I � L � i BRAGS so MINIMUM G-60 CAVO. x HEMMEDI vls* W_ - , -,--- -----I _3��_l T2 ,- - MAIL A 49 - , (1) STORM PANEL __ -, ______ ____.___7____ r- � L __1 - ----- _ J - -1 __ iwp.) _s. -,.,Do- ITYPI) ... izw­ PANELS StIALL BE INSTALLED ALWAYS FROM LEFT TO MOW W1 1/2' LED AT DO AT LEFT SIDE OF PAWL DCrJML ;-- 2.ow-- , - --2.sffr---- � *H" HEADER (�) -E- TUCK � ANGLE: WITH MD ,-�,i 1-1 , , PAYEt S OWO UP 11� - ­_ �-,:� I .,_____11 . - I lmTor, VXx ,� OF PAM I ; _,.___.r _ _ -mr, A 70 0,024, (w,lj rALVhNrZED STEEL W/ NeMw& EVIX, "Air 14�_ 130,05' - OR, 1 . ­­1 _!_.1__ 01W 1 -- I, -�- - * 'foo- , 11 1 t,PANG_ 1, r', 1 � - ; . I.S5, - . �J__­ � _* '� , i " lit ,---I ollf, L- P -I ------2.s9I­-- � _1 - 2.2w, 1 7 r, - - , I - , , , , , , , '-w " , , " '. -1 , - . isomETRtc yir-w RETAIL A I 467. ....., ; I I_ _ . jWi �_,G��7_1 I ,__ - ----- , '!� ou'all, ­ t , `111-'� '�- _� T�11 I � i ig OR (YO � " L I— . I . ROUNDED CORNER 0 ENDS OF PANELS � I - ml,� .am* < '. um, - - 3.7W x,72, . I I I : : END LIP W/ WMMED EDGE. I (ALTS) 091, "' I � Im'; ]a+ - (�) KEy HOLE mHER 3105-4,1154 ALUM. ALLOY L, I . .Ile I I e TIP. BOTTOM - I I .-FOGE OF PANEL (�) - PANEL I ­750"- - .12W D"AL __j I � � 11 I -1 LI!?4_ I I � -."750* - � I .813* V ASIDE SHEET 6 MR ADDITIONAL UMrTAT*MS W SLEFec wxn is I r, I I I I . 1 LSISO I __ -;997, ' 1 ... , (�) SLEEVE 2 1 /B I- - i , VYP.) i - , ,W- ONLY VAUD FOR wxvmw4 INTO WOOD STRUCTURES I IJT,_��_______ I ! ._j - I " BOB'---- 2.000, I I , i ! 3,7ST, .-Asy - -- -2.548­ - -i i2e --�---.i, I--"-- I Ily-111 I - . 00 . - - 5 1 i 1750* =I Lj,. i I RV i �, .. I 6wU , - -A --- -r MIN. To 5, M..._ 1 . (R SLEEM I" MAX, ' . l- --2,OW­_ I- J LUMH * (@ AN= (B -r-IRM (4 EAREL HANGER .EA* ­ j ' I , I - 3.000­ii�w­ w6f-710 ALLOY : . � � 771-, 1 -1 ,-,-- " .470' .27S' , a V I � r0o -_ � I _ I I- ,---I,-* - - - Yi.1A0NIfN"A,vq 0 P, T A 0 1/4* WIDE) 16� - -%N *�N "" " ��\,/. (USE ONLY FOR E-Z HANG STORM PANEL 4r - ` \�CEN,s�.%,T H' SYSTEM) 6063-T6 AWN, ALLOY I il. -• - I 1. 11 I -Col , 125' 8­6 �6,10- 11 " 11 MIN. ,t, , 123* A�. a '. L�__t_ I No. 44167 z : . - w ,� = * , FLORIDA BUILDING CODE - Irt Ama ILITO). W, 24 GAGE GALVANIZED ( mig Velocity Hur cane Zone)j , Nall FP. STEEL STORM PANEL I .Dow ,I. I MP-) " v 7. i__ ; \ �901" l �_ . I z ow" W, -- I _C0 i - A, - - �m* - L uw 204'i. 7w Af` T1 LIE , PROTECTION .=.. .� � L� "N ;kTt PRODUCTS, LLC. 117/277=20 SA, I Mr. , a,- , ,,w 4 BUILQ=OUT "r- (f� 11MIL11-01.11 NEW TRACK @ & (p� WAVERED WINGNUT - Blb$)09-15,16. __ CA-COw 1-1-. FA* M4)M-.,l, 20-175 I N� I- VANANG - IRACK-AWL (ZAMIND 3 ALLOY) P I .�:k am 201,15 I I INSTALLATION DEIAIU FTR REGULAR PANEL (j) INTQ PORED ONCRETE QR CON!QRETE BLQCK STRUCTURES ALTERNATE CONCRETE CONCRETE ANCHORS ---' r-="-'-'F`DULE ON EXISTIDIG POURED ODNCRETK­­. CONCRETE (SEE SCHEDULE OW � EXISTING POURED CONIC ! SHEETS 9 THROUGH 10) , OR CONCRETE BLOCK i . SHEETS 2 THROUGH TO, . . REOUIRED. I , _` ­ ' ' QrWED. � � LES , ,LSTING POURED t r------E.D. CONCRETE ANCHORS , CONCRETE I � (SEE SCHEDULE I I , rq1`1 I SHEETS 9 THROU v/0 ynt�ll j 1 �,_�' ` �- - ____ __ q 01)_1111 I------ , 4 , I .11 I , .--: at ---w-.= .-..:-. ", , J114, '; I -JI/1. 1l4*_2%l* S.S. " Ill - I 'w" - -_ CONCRETE ANCHORS I I � � MAX ,1 _F___1.1_11_­____ A _T -1 -"------ *,I 1/1- Ltc� i I (SEE SCHEDULE ON � , --------- ---I i � I SHEETS 9 THROUGH 10):: - IED- I I I 1 1 'm- I i � � I ,_ __� . .I - � � I v I -,p I � - *1_ - I � I l I I - / "' I PANEL LD40TN MIN I I . - I I {SEE SCHEDULE I wpi. i __ ul -1 . I ON SHEET .1 u- - IT - I 1 - -<D t p i 11 , , * ' � � 11 SEPARATION I - (1) -.Omms "I � � a�- , � L. --.-- _ - AT IIA i � ON SHEETS � i To ows. I - , ! (SEE SCHEDULE I to �_' ", i ON SIM 3) " - In. - 9 •A ir I M.N_ TO GLASS I t, *�a� ,� Q.--g-r-1) -� (SEE SCHEDULE ON - I -, SPACER 1. - 4- .. _____ I I ' AT . L - � ­ ­ 1.6�1 ... I SHEET 'L* mm ­� I i PANEL LENGTH I �_ ­11 _ I ------- ,?,- ­­ �_ -1 T. ��A- .A,:_ 11 =a1_0 PANEL LENGTH j 4 - - (SEE SCHEDULE r I I UNIM : . ­._Ml,�. ­_ i ___ 11 - T_ -'[ 1 ON SHEET 3) (SEE SCHEDULE .... !__ �_ --,-,-,- I 1� I'll, ­­_ --,..--- --I ON SHEET 3) =-� A. SEPARATION,mli� I i � _0 I I __ __ � I 11��___ __16VL___ i (SEC SCHEDULE;: ��� - -_-T i 1 I "'I I . 3) . I L � I ON SHEET i Box - I OF 'L I -- : I I k_1_1 OF 'V . It MAX. /� VAX. I I I i . 1 40 ,, 4 � I fift : i � SPACER_ i I I , ,ti OF 1" ,-I--,' I , , . - __... ____ 11 _. 1__L11_1__ ­11 i " ; , A-. C. MAX. i I , " i--- � r I r i-, . . I � . I I , 1_ � . _1 t - :zz:::: I i i I , - e - -1 - .In.- � � � Q62i�, CONCRETE ANCHORS CONCRETE ANCHORS -_ � _q (SEE SCHEDULE ON ! ! __ - � J_ ,_ , I EXISTING POURM. -I.,•,--- '­��, I ll _�� ., " (SEE SCHEDULE ON .- HE - .,X;\�: ,_ L .�: SHEETS 9 THROUGH ivj I , " - SHEETS Q THROUGH 161 -, 2 1/8 LONG MAX. ALUMINUM CONCRETE , STAB , REQUIRED- D FOR 'Sj4F' - �;N;IrIONT' (�) SPACERS a ' WANIf - I "NO POURED CONCRETE , � PANEL I 11 I ; CONCRETE BLOCK EXIV44 POURED CONCRETE � LENGTHS PER SHEET 2%. - - CON I I GO CONCRETE BLOCK -, I I •QUIRED. PXQUIRED, ,* I* MW LONG ALUMINUM SPACERS* ___ (SEE 0" r b.------ _��� 12 1/7' 0,C- (SEC TABU 01 ON SHEETS 9 THROUGH 10) to.) SHMTS 0 & CEIUNG AJM�MOUNTING 81 III D-FIM MOUNTING WALL MOUNMG AQIREjM WAMERS it 09 SCALE 3/8-l" SCALE 3/8-1- ,,,,, ,/,-'. I "'I011004% ,eQvl, k Titz "AN . 0� . 11�iiNse'-�As_ "' .* .- FLORIDA BUILDING CODE (Non High Velocity Hur on. Zone)l - . FA . : OR= POEM, IN"� 24 GAGE WANIZED STEEL STORM PANEL = o.44167 �� I 1*1 *., - s . * I . � , NOiF FOR COMBINATION OF SgmQNs . = �z �� .7/2y/zm E.D. - EDGE DISTANCE %-!�% STATEOr , , GLOBAL PROTECTION PRODUCTS, LLC. AAM (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS.CAN BE _ A � '� - - - ��, ,�� 4wo sw5 ORM "RY ,4vzo,w - CAME, Ft. =4 �, SHEETS 9 & 10) COMBINED IN ANY WAY 10 SUIT ANY --- , AN, �,._ -175 ,Ise.: ��.M - JRM)W%,-T*4S, FAIL 05.)!W"?f7 20 INSTALLATION. __ ­ �*�o " .. -IN I - - DWAING, ft., - Gh-comis I --I NNmv%#DL-wwvw1wlE AMyGA k T,m AP.I, -1, I - i - I I r AAWA W� I --,A) 7 1 S.W 5 a, 1. I I ­ ­ INSTALLATIQN DEIAILS FOR- SERIES 2000, & I 000 E-Z HANO STORM FANEL 10 INTO EXISTING WOOS , �t" ­1 � � 1/414 w SCREWS a Z* ox. W/ 1, I 'p- ��, I 1 1/4N LAG =K% 0 5 " � I 1/2' Mil, Tt0nAD0 PENETRATION � � - I 1 , � ,x , r I 4 1/4'. LAG SCRONS 0 6. oc, W/ , -1 I'D ;."Elul. � - ',,, 1 -TO WRITING WOW HEADER, -1 . 1 __--A ,,,AT ,"W-D _'.1.1- I of, WOE I 'Ir Wft THREADED PENETRATION -Am. ' i , - , I To CAST1110 WOOD HSIM � ' A\ ' ­04-- #440'5,W� I - - , -, WOOD AS 0 CA DID MID , 11 -- '^ I . , � , , M3, , \ . I - - _,_�_ � , " - !- - - I j __-(d)C.,A, ow, sms, 3 F;I I , -- I �evmg "I / 1, / I . /� 'I :�,6-;4-;"�-;' • 11 - I Y III h 0 FA SIM OF @ , I I I/- � ,I 1. ISCREWS , I § ; " 'k ,414 'ft a W11 I I 14W S,N_% Lx sm I I I I r CC' I - � I , / , * I I ILAR�e , , I � � `__ 1), I � - qv.-2r�l* TRUSS , . ,� . , . i " L&I THREADVID PENCTRA104 Ek END Of q) P � "P / - I T - , - ,� I HEAD .Z. v/ / !J� ,r tSEE DUNL in' k / , E 10 E?Qsm.G *OCO HOLDER. - I - , I , � '. � . .Ur TA I Ulf 77M ! .1 `�_ i ill 1, � N T 1�_")_ " 4 _L_ I � Ii , " O` C'E'Y "yp � I � ­&E DETAIL 1/2- A ­ _43T� I IS. rr__r�91 i` I Nm , 4 pop RNIT OC", � ,�� I Ku- JA_ mow, \,/! , 01.1- "'S .1 - ;;---- / � ,,-,, - I CS) 0 EA 00 OF CD ,-'I r= ; " I pw-) h , T I � " I I ,_ 2'. I C.t A �i A IL1424 & I - i LD L_ mm ) ! ----i "W., I J__0 -_ ___,__�i ($a IF J - U -, - "GO HEADER R­ I 1 '"lm I 2 D/W W­ I yet� 2GY3/1' - ,AA'.-2w/.* I - SEPARATION - - � 2 : i 10 GLAM , , - _711- - - SEPARATION - 7[e1w/J?' U=3111/ I � ._1/-'1*`V/4*�/S1_ TO CLASS t WIND W01 0 W 12* G.C.1 2 ,/a, mw i EYE" OVD`l,w !a - I __ - - SEPARATION- 11 5 EVERY OYCRLAP 9- .�- I r 1 I/4`0_2ft314' - To GlAn , y*'0­2(PV4* I., A " III a v i _ --I 2 vie W� �- ----- - . - WARA7,11411,M.w/ � I UT/32 -1 yk i I �j - , a I TO GLASA� EVERY OVERLAP EVERY OVERLAP / I - I o-1 I 9 .@ (Al- A � 'i --I-- ,,, I 4 I - --- --- - i i Ig ] y - 11 �, i 1 A, 4 I . - i I . 11 I --I.- -L--L_ - - g ] p� I ;, - I e ,.�� ,,j I I 1 1 4 P I I � � I --A 11 J-4 19 J III ;- I , .1 I �= C.t � 0 I , .. - 1111 -1 I I I Ili 1�1 a I I ,111 N I � , I I .. < . J� , f", � ,� ;1 , 11 ­1 j , , - . ---. -.-I ] 2 - - (" -1 v. - _1i 1- I - .M-SW 4**AANELMAAlE FEMkU1 TO - I SH, 0 v 17ap=111_11LW/ _,__�_L�___ ,-" 9 , 1 W.-1-20.3/1' M-S. 1 V7 � wm F WE 1A BELOW) PENFYAATw*m 12 1/2- ac - 11 , , _11 , 11 11 m --I 8 I , 1` 11 I. . L I% "Ov'Stl, 1/4-1 LAO SCREWS 9 a' oc� W/ 1 � L - 1p, (204.* 1 .-- ­-� .. - . __ . � , "A � k, SkJ111. Scl - � - It- FLAT OR ON EDGE 1, , �', , W, � v" ( WE I* BELOW) ,I -20l S ill/ YA , , � PLATE AT SIDWE"A WOW ftowlim . , " V -I' - - 6 =N. �2tl"L�1�0(f Is I= 90 i�;Z, 4:wT.' - N %�3/32- , ,.. Ili . , oc� , SEP two I P , ��V,2* 0 WAk .1 \ ", � !' )� " /. LAO St. a � � .1- , 2) 2 'm a, ,I,,, 0 RW:K44jW_ INUALLUM I 1�. MI. PIREADED =,/. -4--i 1 ,z4;-S­.- wu,. W PLATE WAtil g"E,xv "I' - 01,,. 2". *ODD 'A' OR ON SCALE PLATE Mulkm �Ull � - 1"w � s -,� " In _2Z mQ ... ,, . . � i BUILD WING 1. � . "W�l , I I � N " , am I "I'll I . . . . . i I ALUMATIVE 4"W - I `_ I I I " 1. WSTAILIATIONS ARE ONLY VAUD FOR RUILDINGS "o DESIGN 'DADS f ,th, A. ­ ...... �.. SCALE 1/.-_I� UP To +66D. -75,3 p.f AND PAWL�S LFWGTN`UP"TA0_ I . I I ,10040;1.�, ls'-10* � . w - L, It I FOR NEW WOW :RAMS CONYTRUIC11ON, WOOD MEMXRS 70 BE SOJIMN 3r, F I - W- �� ,., .... �_,/,� %6,v_t_T I " PINE ft, 2. W1 SPECIFIC DENSITY OF "5� OR FOUAL_ _--s �4� N-1 ­` I., *- ll I _ 4�:kN -�EIQ _ 11. I , ,& I -4 - I FLORIDA BUILDING CODE L8191i Velocity Hur can* Zone) .0 I fr- I 1 ,I' No, 4 �m %TeAG. - rp OF OPAT Tal AS 1 III,- Of . GAZE 09YANILZED STEEL RM PANEL 1 7;;=91 ==1E'E'_1 - , == 20 STORM OW" W�� 3: TYRE . = , EASM 0. �,.v - ..�. r<' z `�_ ------\ GLOBAL PROTECTION PRODUCTS, - % -.' STAIOF w/i;Amm - A zZwon' A V, , ��_,�_ _5� C -0... LLC. Ill � BQff rm_cwuboaaLw-&ILMKS: 11 toID 4W S.W.5 0W _�, ,;�� �,,�_�, .,,=, ­ , ,�0 Top & BOTTOM 90"llas LAN HE COMBINED 94 MY jmNp k mr4m m At I / BVI_72�17­1 P.aw, "RIM-71.16. '=", Isl"llIM-A, 20-1176 I I WAY To SIM INC' INSTALLATION Sol I/e - v` 10011, C.-Ml -.1 ­W,4m�.E_ ]_ - IPAWN�. NOTE :SHUTTER TRACKS NOT IPYDWN MR CLARITY AALTM 4 TILLA I - . . , 4�', py - . All. --�-'- - ._f j I swaLr mmns(ll ummmmmm AT LRP 1)R BOTTOM Mani TRACKS Ili OR & All MAXIMUM PANEL LENGTH "L+" OR 'L-" (ft.) G MAXINIUM A.S.D.CONCRETE PRESSURE RAnWa cp...f.) (. . -) & WOW INSTALLATIONS T ---- j,+--­T­L, 2110 l2l-O, Ir-O, 210 W-9, W-61, 0 2!� 111-411 I 1-, 9 9r ­- Imo TO' -to' ;0'-0* - 400 - lo'-I' 91-4- 9'-4' 81-9* ---±Lo-- Sao *,-;, A,-4* 1 15.0 e-r 61-D* - __E__a 6S_0 --!L--,-' - !!L__v*--,n--4- _Z:__11.- 70,0 7'-8- _ 1 r-O' 7�o 751 01-10, ------ Sao 11-2* 8'-71 fto 71-0* 1_1' - 90._0 - is'-q- 6'-2- 9314D 100.0 8--s- S--w 6'-3* - $.-I. :?I'D ;0-0 1 - . I-, i"n., I ;!,ii 1 _- I M !LQCK A MMD (t) SIR= mquo) 00 WITH TRACKS 11 rij 0 A, a OR D. m.l(Z1(Dl Av!L.wQ* MAXIMUM PANEL LENGTH (& @ -, C "L+" OR "L-" (ft.) 0 MAXIMUM "m OEM PRESSURE RATING (P.J.) (+ - -) CONCRETE At WOOD INSTALLATIONS t ---1.;--T ­L_ , 2110 I#1-#1 Ix-0' 25.0 12-101 11=7- 30.0 Ill -A* I01-7, 35.0 W-101 ,; '. 4O0 0.-0* 9,1* 45.0 V-1, 8--7- Sao 8'-71 $'-I' 65�0 e-.r - 11-91 ±OLO 0--o- ?*-5* - 410 ;,-Z- 7' 2" - -Fo -O 7-5-- - er- I I - - 710 r-2 ' 6'-6' mv 7`91 - 6'-5* as-O 1-1. s'-J. 9010 6'-9' W-I, - 010 61-11 I 3'-To" 10co Ir-a" I ,S-r 110.0 - F150 - #,-to, MINIMUM SEPARATION TO GLASS SCHEDULE 14"Imum PANEL LENGTH WILD SPEED 4 170 ­V�h WIND SPEED > 170 m.p.h (10UNKE59kAINEO RESTRAINED UNRESTRAINED RESTIAMANED i m OR LESS 1. 1. ±!_ 5 Ile >31 TO 00 I. ". 7 1/2- 7 lIr I '90 TO 145 - I. I. I , 7 1/2" - ...... .... I ­­ ­­ 1-t __ . _­ ­­­­ ­­vy-, WOW - - - WADER v HEALER 11 .A5SNT9GU1LD E.5 TRACK auFt*i C-K =BOTTOM - DIRECT MOUNT A$- ,32"35" w 1.w IsvIS" STUD AKU - 32" 1.38• 38'1.1.1. "r TRACK w 1. 32" 42- 67' '. 60' SC " ,,*I, _ 3r 38' BE. 56" -T,Row w - I _ s- 3- I - I wse, I - I [).M,.�.(�) @_19 ---- ---- + 2/4 :" ANCHORS (SEE SCHEDULE ON MIN.`-.--. _..'-- SHEETS 2, to all) --- - 4 a T-1--l-r _r__1__1_`­_r AS 3/4, 4/5. 5/5 & - 6/5 . 2W/6, 3W/7 k 4W/7 0 a - -1-7 - F­ -r-7- 7 -r-1-- i ,11 1. 1_1 Ii i , , , , t -L -i- -i -1 T' , - i ; -- I 9 i -I §OLTW PANELS ;/d.-200' I . S4, NLS_ BOLT Wl 0 EA" OVERLAP [ V (SEE SECTIONS AS APPLICABLE) J_ Lli [ L-1 I 1 d 71 11­1 I 2 I t i I i I 1 ; I i 1. r I 1_ ,3 _, ' MAX ___� 2/4 /4, 3/4, 4/5, 5/5 & 6/5 I" "' 1*11W/6. 2W/6, 3W/7 & 4W/7 -ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 &I I)-11 1­­ ­ _.1__, REGULAR STORM PANEL (1) ELEVATION GAP - D (I) L+-. WAILMUM ALLOWABLE PAM UD41H FOR A GIVEN POSITIVE ASO, DESIGN LOALL L­ MAX ALLOWABLE PANS LENGTH FOR A GIVEN NEWNE A.S.D. DESIGN LOW. (2) PROCEDURE To DETERMNIC MAXIMUM PANEL Loaft GAR A POSITIVE A DESIGN UM, OFTERMINE MAYNIUM PANEL IMM *L+' FROM SCHUX&E. GAO taR= � 'L;;;I;Z�SCHEWLF_ FINAL EIETERN L LENGTH BETWEEN 'L+- Me %­� (3) SEE SCHEDULE BELOW MR MIN, PANEL LENGTH ;OR POPORITY QUAUFMATION I f INSTALLATIONS WID WOOD ARE LIMITED -to i 95 p,s-1, MAX A.", DESIGN PRESSURE RATING I - 3 IN.I ASWAWWS a, 10 & 11 TO MAX. A -SA DESIGN LOADS 4 MAX PANEL LENGTHS ITIR X= * - 10,44167 02M 7. WC- 1 I• * - I - I - 1 -EC-0 � 9'. ITATE OF /TIL 24 GAGE GALVANIZED STEEL STORM PANEL .ORAL PROTECTION PRODUCTS. U rik n!Lsr_ 017/al/im wZ - 20-t75 .Rwm ft INSTALLABON DUAILS EOR REGULAR 1 INTO WQOD Mi)�S I - '� ,I , � _. ­-T-----j;�;-� ---.------. , ----- 7, I -c ­ - � I—— %'1____ i -) l F � R I , , , - , I- -1, SEP ; I - , I I , I � I I . 1i 1 WOOD ANCHORS ��: �_ 11 TO GLASS, ____ "' " _­_ - � ___-,� - 1i i . a SCHEDULE � - SCHEDULE ON -1 - (S i I - -(SEE - TV F "M� � - I 1. �5 il i- 11 . W SHEET I 1) �, I , ON SHEET 3) I ,,- - Irk , I _1�1 - �"-Y '11111 L___ :1� ,_11" ­­­ - - - __., -4 -­ 0 . � F­ I - --,-,L =.%:-,��, : ,/ �i " - - '� , 1, I'll I i . ____4 1 0"I " � I , k! , �,, , ��i . Exwbu� w-i­-- ----I , pk,n LENGTH WOOD HEADER 4 '� ,, 11 I I , -, -1) WOW ANCHORS ;�, I "I � � 11, "I K � � � W-AlEi5 I (SEE SCHEDULE - REQUI.L. 11 � , __�� I I - , - , "A;-,-,�­ - �,�, \ 11 :a . Ih- - Ri � 1/4' j- � - ___L__ I ON SACET 11�r SPACER ,, � �uj I P I A 4 I* -IT/2-� MAX. )k 4 *rm � Sol, I I , 7 1 1 , I � , � ; , � k, MAX.- ; � , 1 . ; - - ' 1, '. ­T1.11 .­ _1­1­1­1 ­­­ 11 WOOD HEADER _ ­� '. � f � I I , I '� '12, %, Ea i I I REQUIRED � I i .rm I , ) I i 1 � Eir I - �� _.­, , 1 � . I ­ , , r *l. - -1 LI � i 1; 1 , ", � , NO, LONG ALUMINUM SPACERS 0 12 1/2" Luu., -,- - I I 11.) . Im 1 7 I Of. i -10 I 1 7 . ; i " , ; I i i " � , I 0 SEE NOTE - BELOW FOR LIMITATIONS FOR IV " , I I �ii � - LONG SLm,m 1 SEPARATION *L" MAX I TO GLASS, I PANEL � 4 i � i MLAXpaiN i LENGTH � �,, I i/2 - __ I �- PIJ411 I i . (SEE SCHEDULE I (SEE " N - I I '!I � ON SHEET 3) ! WE SCHEDULE I � : I ON SHEET jr) L___ - ___ . I 9 ON ;�WW , � PANEL MATE FEMALE LED OR PANEL MATE I - I I i PLUS SCHEDULE ON SHEET 11) f 3 i (SEE ll,�m,l' . - -� - , - " I ) M!02.20 " I , ; I ,�, I ! SI& " I , , Ili, I '11­1­ . : SEPARATION I I I FDA PANEL 11 i 2**4' WOOD ­­' um" Om Ir-n : TO GLASS. =r-14SEE EKWW�, PLATE REGUIRED GLASS , J ....... - I SCHEDULE- 1 -(!) ­� A91 � I i L i a ON SHEET 3) i DIRECT MQUNT I I F; L- i * I i i _­­,�_­_ __ ____ I i I - SCALE 318.1* i . i � 1 -114, , I - <D Iv-, I , SEE ON SHEET II FOR MAX. PANEL LENG7114S & I , 'i a 12 1/2' O.C.I wx I I- . 4VA11O DESION LOADS FOR THIS INSTALLATION. �� ,' f I OF V 1 SO i : I 1 . .; [ E�____I - , 0 12 1/2' OX I I"_�1 I - I 11 I � ; I * mm, I '. � � l � , 1 ­­1111 I � - _ WOOD ANCHORS I � _ __ __J_._j � GGEliED W/ STUD FSPIrm -,.-,- 1� " . , " MAY K I lIr LOW V: ,.,- , � � � ; 1H I_ lI (SEE SCHEDULE ON -, � I , � � I 'I i, I I � ______7 . �*" - � , SHEF.1 71) (1) IRSTAUARON 15 LAM To A ONE SIM MAUNNGS WON W-G' � , I � IH L � I � � !: I I WAA " 1 T , i! --�4) *wnn. MOM 4W HOGNIT LINE IS A X-71=1001 FKM ANY 2*.A' WOOD -_ : I l i I :� " I ; : 1 , i1i emom Ham CANADA" INDICATED, ON SHEET ii)� -5 . _-Z . ,�, I . i All I I I z � I L�' rDoD ANCHORS . PLATE REWIRE , 11 MN. R7ARvx*i To GLASS; offlial0m I � '' �.*x4* WOOD I I I I - - - I SINDIDER2B, w/ STUD �, � L_4 - ,�j ,�j - - 5 . I � 1 , , 1 0 00-M GOING nm W-DWW ,- Q%Nt1 wn MINE 0 CA I , , ON SHEET I 11 � � ,,, _ PLATE REQUIRED - or � ­1 ` M I , (SEC SCHEDULE ON LONG 1. Armmxll.v;"/�� ­ �__[,, , , __L, M I POI14M MATE " SHAUL OF lROM 0MAMIAL AT 4 V4 - I f SHUT I 1) 60,11PLIG, with I v (THIS IS A RESTRIGOON FRGN 12 1/2" Q& SPAGWc AAAWED GM I SHEET 6). ! (I) Wx" MID DESIGN PREOURE I I RATNa IS P.L I (jj MAIL 24 IM" Pon Lamm is Umew To ". a A. .. T Am. FROM LA. fw. WINCINS ALLOWED OR 11 I _ � - 1; Slow FANG, LEWEIM At (2) gvww 1 WALL Mofflu-mv MOUNT = $"MY I 0. I w I a (4) I 1/2' LOW "M COAPOWINT #0A VOLL BE AS INDICATED ON l � W" MOUN11149 (3) Z_A; _0=W;M_FRA;k_WL ' SCALE VS-1- SHEET z MMIAT" Or I llr LOW ON= Wk ITS OLY VAUD MR 00 ZONES 1. 2 AM 3 AS OFFIRRILD W ASIM 1 ALIERUM C-l" W MAOWS0T=R# W THE 2= M RVATION) OF THE FWAGAIL I WALE 3/8.1" (-) 94DUAWN WALD ONLY FEW WAD I WINES 1. 2 & 3 PER AM C '20-0s. "WHIN", L_ I e, FT, .AA, I I I I'. 7144 ,F� 0 . ............ �p 41, . �N\o 1/4 . ."*\3994 , . ..' I FLORIDA BUILDING CODE (Non High Velocity Hurricane Zono) N EM COMBINATION QE SEC=: 1. INSTALLA71ON ARE ONLY VALID FOR MAX, A.S' 0. ? : NO� 44167 '.. i am WSOX � 24 GAGE GALVANIZED STEEL STORM PANEL FP. , LENGTHS , *- .. = DwvN W1. DESIGN PRESSURE RATING (p,s I) AND PANEL E ----- TOP & BOTTOM MOUNTINGS Cm BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - ; * **' S -:�' - . w/p/im , , % s 0 __ OL08AL PROTECTION PRODUCTS, LLr_ w,-. COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') - '6� /7,LT,E-co..-_\ INSTALLATION. , - it�� 04m ". 51 STREET - 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,9mu . - �p j", =^== 9=7mr-M. N*W TO. INAr FL 3331, 4)bW_WW , 0w)=%.;"rw0 0­­ )00-7wl w (05 20-175 MEMBERS TO BE SOUTHERN PINE Na 2. W1 SPEtIFIC %121, , ` � - � 011mom ft I DENSITY OF OZ5 OR EQUAL %1;, - - - - I- C.-Aumvis ,.1 - I 1', - . *"`"`" - ­ , . I =xj Nth) - , I H . =-I. I MM& NOTES (C) F_iai� �S-TOJW-PMHWEM� my��� U ED OZOWCM181,417 (PLED,) HAS BEEN VERIP FOR COMPLIANCE TO ACCORDANCE 114 1AFC(l.. ILDEXI 1w_ *114 THE 2020 (7th VOITION) Or THE FLORIDA BUILDING CUM THIS STADIUM PANEL 94AU NOT BE INSTALLED AT HIGH - 014-lb X FEIAP41 ID AND PANEUAkTE PLUS ANCHORS. AS MANUFAM, RED BY'EICO CONWIRLICY10M PRODUM l,l4.,, LZA= PER N.DS. DESIGN WIND LOADS SHALI. OF MINED AS SECTION I 0 E - `7/116"o � 5/9' WOOD BUSHING, AS DSTRIBILITED By ALL POINT $0". BOLT & SPECIALTY CO SPEED AS REWIRED BY THE JVRISOLCION WHERE STORM PANEL WILL BE INST . AM FOR RE FACTOR KO-OZ5, USING AS7-16 AND SHALL NO EXCEED THE MAXIMUM 0,SZ1 DESIGN PRESSURE RATINGS INDICATED ON S14EEM C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE I Ile AND 2* FOR ELCO FANELMAIE PLUS 3. 9 THOU 12 & 77, I& AND PAFEMALE To IN ORDER 'to VERIFY THE ABOVE CONDMON, ULTIMATE DESIGN WIND LOADS WITAWNED PER ASCE 7-16 SHALL BE FIRST REDUCED TO LSD. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY O6 IN ORDER TO COMPARE THEST Wj MAX, (A,S,D,) Ca) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT SHALL BE I I,JZ- NO THREADED RESIGN PRESSURE RATINGS 40CAIED ON SHEET. 3,9 THOU 12 A, 17, 15' PENETRATION INTO STUCCO SHALL M CONSIDERED AS PART OF THE REQUIRED NOME[) PENETRATION, IN ORDER TO VERIFY THAT ANCHORS ON THIS P1.O AS TESTED WERE NOT OVERSTRESSED, A = INCREASE IN ALLOWABLE STRESS FC , R WIND LOADS WAS WE USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C,!) MINIMUM EDGE DISTANCE OF LAC SCREWS. KID WOOD SHALL BE AS WOOVED 94 THIS DRAWING ACCORDANCE WITH N.D.& 20;8 STORM PANWS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERnEu IN ACCORDANCE wrrH sEcTxw l6os-1.2 OF CA) MINIMUM PENETRATION OF WOW eUSHINO SK0A4_ BE 5/8'. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONC MINIMUM THE ABOVE MENTIONED COVE AN PER AMERICAN TEST LAB Or SOUTH FOO410A REPORTS JOIIIADI-01 AND #0219-02-09, AS SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO PER SSID I 2-99 & ASTIA C 3M-02 STANDARDS. AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT # 1 123 01 - I 0 AS PER TAS-20' AND TAS-203 PROTOCOLS, Alto AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION I 604 OF THE C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD ITOMOS BE FOUND ON THE IEwSTI,NCL FLORIDA 0WIGING COM, WALL ANCHORS SHALL 13E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANE", ANCHORAGE SHALL BE AS MENTIONED IN C 1), C 2) A, CA) 2, ALL ALUMINUM EXTRUSIONS 10 BE OW-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED), SEE $HIM 2 to) ANCHORS STALL HE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOWS MANUFAMIRER. 3, ALL ALUMINUM SHEET METAL USED AT D-OSURES SHALL HAVE 3105-H14 ALLOY, 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION MAU SHOWN ON SECTION I THROUGH 6 (SHEETS A 4, ALL STEEL SHEET METAL PANELS SHALL HAW STRUCTURAL (DUALITY SIM- AM A-03 GRACE 80 MINIMUM, 0-60 GALVANTZFO THROUGH S) EXCEPT THAT WADCRSQ &(D SHALL NOT BE USED. STEEL DES"TION W/FY- 92.2 kt;4 (AMR ROLLED). 9, IT SHALL OF THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 TO BE 5, ALL SCREWS To OF STAINLESS STEEL. 301 OR 116 AJS1 SERIES Or CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTTER SHALLr ONLY BE ATTACHED TO CONCRETE, BLOCK DR WOOD FRAME BUILDINM 500�5 W1.50 W 'ACID STRENGTH AND 40 "I TENSILE STRENGTH AND SHALL COMPLY W1 FWRIDA OUPOI40 CODE SECTION 241 _13A to CAW REGULAR STOW PANFI ATIT, LENGTHS OVER 90', AS PER SECTIONS 1, 2. A. S, 6 AND ALTERNATIVES IW, 3W h 4W ON SHEETS 4. 5, 6 A 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER 04 TENANT TO IF ISDLTS M BE ASTIA A-1597 GALVANIZED 5fW_ OR NET 304 SERIES STAINLESS STEEL WITH 36 k,Ii MINIMUM 'FIELD STRENGTH, SECURE PANELS WVI APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 1. ANCHORS 70 WALL SHALL WE AS FOLLOWS: I i, THE INSTALLATION CONTRACTOR IS FO SEAL/CAIAX ALL SHUTTER COMPONENT CODES WHICH REMAIN IN CONTINUOLIS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. (A) ICJ _ZKtVftQJPOURED _Q%A'ML - j/4-0 TAPCON ANCHORS AS MANUFACTURED BY LT OUILOEX, INC Min, rv=3122. p-) 12. STOW PANEL INSTALLATION SHALL COMPLY WIN SPECS INDICATED IN THIS DRAWING PLUS ANY MOINC; AND ZONING REGULATIONS - 1/4` 0 x 7/0" CALK -IN ANCHORS, AS MANUFACTURED FIT MWALI INC PROVIDED BY THE JURISDICTION V64ERE PERMIT IS APPLIED TO, - i/4'4 . 3/4' SCUD-StT ANCHOM AS USIRIOUTED By AU PONT SCIMlY DOLT & SPECIALTY CO 1.3 (a) THIS PRODUCT OVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENEDUC AND DOES NOT PROVIDE IWORMATION (M;., r-z" P.S�J,) - ift-10 PANELMATE FEMALE 10 * PANELMAX PLUS ANCHORS� AS MANUFACTURED BY FLOCT CONSTRUCTION PRODUCTS FOR A SITE SPECIFIC PRojECT. ­ WHERE THE SITE CONDITILDRS DEVIATE FROM THE PED, - 11470 ZAMAZ NAILIN ANCHORS� AS MANUFACTURED BY DEWALT, INC- (h) CMITACIOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND IN ION iNCLUOING LIFE SAFETY OF THIS PRODUCT DON THr P-E.0, PROVIDED AE/SW GOES M01 DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. 1) A MINIMUM EMBEDMENT OF TAPCON ANCHORS LAID POURED CONCRETE SHALL OF 1 314% 2" FOR ELCQ PANELMATE AND CONSTRUCTION SAFETY AT SITE IS THE COMPLACTOR'S RESPONSIBILITY I W 4- LIN ANCHORS. (A) THIS PRODUCT EVALUATION DOCUMENT WILL Or CONSIDERED INVALID If 40DI.FlED A2) CALK-114 & :SOLID -SET ANCHORS SHALL OF EMBEDDED 718" INTO THE POURED CONCRETE. NO CUBCOMCWT INTO STUCCO SHALL BE K'AMITIED, 1/4' 0-20 SCREWS USED SHALL RE 1 112� LONG ANININUM SHOUL'o STUCCO FILIST, (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENWINEER OR ARCHITECT WHICH WILL BECOME THE AND I' MINIMUM FOR WALLS WTIP NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WIO HEAD. ENGINEER OF RECORD (E.MR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE Sul WITH AIM Nur� PROPER USE OF THE P.E.U. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E,D, ENGINEER, SHALL SUBMIT 10 THIS LATTER THE SUE SPECIFIC OAAMNES FOR RIEAEW. AJ) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAYERS, STUCCO OR *000 904103 BE FOUND 04 THE EXISTING WALL OR FLOOR, ANC440M SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (.) THIS PCO. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN &I) AND IN A,2). MINER OF RECORD THAT PREPARED IT (W . 14. SHUTTER MANUFACTURER'S LABEL SHALL, OF LOCATED ON A READILY VISIBLE LOCATION AT STORM Ile : TAPCON ANCHORS AS MANUFACTURED ITT I T. W BUILDEX INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709,9.2 OF $10RIDA BUILDING COOS. ONE LASEL - SHALL BE PLACED FOR EVERY OPENING LABOUNG TO COMPLY WITH SECTION 17091.3 OF THE 7/8 C.ALX-IN ANCHORS, AS MANUFACTURED BY DEWALl. INC, FLORIDA BATILDING CODE - 11�lr X,3/4"SOUO­SET ANCHORS, AS DISTRIBUTED BY &L POINT SCREW, DOLT & SPECIALTY CO - #t4_10 PANEYMATE FEMALE ID AND PANCLIAKIE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRO000111NON, - A. , - Ile 0 ZAMAC NALLIN ANCHORS, AS MANUFACTURED BY DEWALT, INC asi... ... � I— .,. I... . . , * 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAMAC AAIUN ANCHOR, INTIO THE EN . . FLORIDA BUILDING CODE (Nan High Velotijyy Hur cons Zone) __ BLOCK UNIT S00AI BE I 1/4, I- - : Pma lku.� "C 24 GAGE GALVANIZED STEEL STORM PANEL fAl UNIT." 8.2) CALK -IN at SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK- CAPIN ft" STUCCO SHALL BE PERMITTED, 1/4' 11--20 SCREWS USED SHALL BE I 1/2- LONG MINIMUM 011-11-Twx. * W.A." AND I' MINIMUM FOR WALLS WITH NO STUCCO. t -:�%. STA ­ ­_ /T_1_1L_1E _C0.._-GLOBAL PROTECTION STATE F ,�. �f �_� - PRODUCTS,.LLCM cAIL I I mv * Em OONrANY � $1. 11 STWIT 8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE F0U:w-JE1`ZOA1 ,.Z, .1 - - I -��M-�--�t,z -iplY H ' - .Hunae, ,-A*TL-,WW_IPl, 20-175 EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND Sir- ;�kl; I _ .17 .... Z " - P.E.u'vokaiff"am c'-OD0,71. -.1 - A - I , -- - ANCHORAGE SHALL BE AS MENTIONED IN ITO) AND lN 8.2). 74,4i�iA;"..-, - ____ ------. __ - V%AA,`P_ ­­ HIM%=Lm .-g ; I - - liETHL - , AT I. I I - . U, I I 1� _ I I I I I JN$TALLAj(!QN DETAILS FOR REGULAR PANEL"-,) IINTO PQUREE) CONCRETE OR CONCRETE BLOCK STRUCTURES ­ _gSnNG POURED CONCRETE _v.1%w.0L9"E`F CONCRETE BLOCK " I AEOURED - REQUIRED. CONCRETE ` WGRET` 1, , clu .X=- - , SHtETS 9 THROUGH to) _(?) CONCRETE ANCHORS - __ - (SEE SCHEDULE ON , SHEETS 9 THROUGH 10) A) MISTING PWREO CONCRETE OR I I I CONCRETE SLCq,K REOUIRED. f1�2' 1 ilie 2, ­ - 11/4' 14 1 _k.wjj,�� I ___.___I � w__.. _________ 4 CONCRETE ANCHORS ­­___­_ ­ t ... L IT �'�., ED SCHEDULE S ISEE CON( I SHEETS 8 THROUGH I s , 11 , 1".. - "I I I - I ; i% : t I � r I F I i _,a) I I _�D 11 I . i 1 . -01-1 I I I I 0 i 1 ,; I t�___��.___ __ _ - - ,/4'v­2ftr t ­ - . - ­­­ _. &AD; . ­ _ - , .­L-.1-1 1/4--ti-, __ _ ,_­, emm W m � Ej," 11 . I i i I I SEPARATION 11 Sk I.- TO coss. I om FOR Imm __ - ,0/, amm 00 P-,n a (S. .E V M­ ON SHEET ;l) - 'I"____ - ---.-- ' - ___ I PANEL LENGTH .2ffi-il Q� SEEP TO , (SEE LE ON 13) � � i =-%r1-_-n 1 11 - - i I 1I I WA, ,, - ,, "t/-� I ,,, , i 'I 11, 11 I : , I I , 7 I v � illm SEPARATION mirc IL . (SEE SCHEDULE I I ON SHEET 3) a I : ILI I PANEL U.. I I TO GLASS. PANEL LENGTH LENGTH ­1 CONCRETE ANCHORS , IL�_, ___ Yo_ ­_ ___,'4_,__ I _ -_ � _ , (SEE SCWDUUC ON � I 11,� �=,,A 9 _____ � I ..... (SEE ScHEWU I (SEE SCHEDULE I -11 I i (SEE SCHEDULE I ON SHEET L.T -3) ON SHEET 3) 3) I i SHEETS 9 THROUGH 10�[ __ _I� 50% I . � or *L I I MAX � � 4­ 1 - 1. - bill WILTS � , NiD 11 1, El 29 %MAX I i -10 i 50% of 17 _!�(�k,,_ = _._��� ,-- I � � I � =14-1 ! i � . � 1 - cl) I "�,, q I , g , IT 'fe .. -, I' , I ,", , ,-. I r ?1.1 : � r.p. � I 3, I q I l I >,"g, � ." I [ _ i ­ t 11 i � I ­ -1 I LLL I i C.01 ��,,V�,�_ I � �, i �",' I ,,z - ­ I A 4 � , ;,T , I I , I I I .. - @ I : I I 1*1 L_ ?/ ". I, I I , I I - ; I r - OR I'll, 4 12 I/Z" 04; 1 I (AS Ap" :A" ' I , I 1- I-L i T ;911N*i Ww".04 - ­111 - I I 1 - 1/4=' ILS k I, W/ NUT qy 4*-.'-- 0004RUE ISLOCX t .LQUIAL0. -,. I i I __ _ ­­_ ---... I_- -, I CONCRETE i (SEE SCH S _ .• ) I _._____..___l 11 III V2 WAIT, � - I MIT, � � 0 TE I :.. �� . SHEETS 9 H ON . V3 I? .; ---A ; LEG = ., I ". ­ I- I 4 _ IN AN CONCRETE ARE USED W/ WHEN ­ OR OEM am ALTERNATE CONCRCT�_ ' ITING POURED CONCRETE . _r ANCHORS 1 CIO)=AV PAN C ARE USED REOUTRED, R CONCRETE BLOCK REQUIRED, I, Co ($a SCHEDULE ON ST W/ STUD SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHEETS 9 THROUGH 10) ama-ma mpouTime %m, j WALL WOUtffM SECTION 2 SCALE 3/11-i* WALL_MNM� MOUNI SCALE -3/8- 1' tit of ,..,.. .......�:. . . C . , - .. •'. FLORIDA BUILDING CODE ( an High Velocify Nu Ru one Zona)l NO FOR ED. - EDGE DISTANCE I: s * : z. , z . � '.. 1. o.44167 = t - :*5 - OF, - =- bIlY00 MM � I 24 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRODUCTS, LLC. DF.M &,. I w/want, AATE` (SEE SCHEDULE ON TOP & BOTTOM MOUt,MNGS CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY � . . . . � __ ,,O�:,*- ORIO, *• �-. _e� zt., . ma S.W. S' STREET PAIL A_ =�"111(..).- PINXW-. . 20-175 INSTALLATION. . I 17.,.­` "I � 0.).-. 0100010 ft; i,, __ � 4ollizi 000601014�71: vA,oDm,§ AN . N­ANA W Lit , 1 I I I . I =�. " - "I" F229 I I I SHM . or ,10 4 I INSTALLATION DETAILS FOR REGULAR PANEL DINTO W0012 ,­-�rr`,"",F=' , , / , / I , 1 4'.B* VA ) On W"OQ ,-z/'.7 / mmm � - ---I , V __A=FE all ---- q -- TZ KAJM , CIO r I I I I z ADEQUACY F %"X ;1, � � , , , . ,,, ,- , I �, If BEAM TO BE C nno BY A� - �, - REGISTEREDN OR , , I � - " , - !^� _ I , � U 1. I � PRIOR To SH 11 , ; 2� __ 7@ IARCHITECT NSTALIATIOAL ::"..,_ ,., ,--,r ANCHORS I EC 4ENLE ON , ; � I11l;0 _,__ - - ALTERNATE WOOD ANCACIAR§ . (SEC 504MULE ON �--- ,`, SHEET I i� � I I I � --I I' Mtn - . � , , I -Wt-- 4�___ .- " = v&w. MOM SHEET I 1) , /_ I , 1/4' I 1) ` I , I 11 I I . . - 11 �� - i I/C-20. " #S, W/ HIM a IT 'p- 0� 77� , MAX 1 WOOD HEADIER_-' -,I sv� ' " 1/2 -_ ­_______­_l P81 - � q = I REOUIRED . A, r i , I r �, I i ­1 �" W`V`S T % I'll, 0z i A ", I . It � r WOOD ANCHORS .I- , � 12' I i � .. (SEE SCHEDULE DIN- I "I 'MIn. I � SHEET I 1) , I l � I Win. _ (�) ZPARAJIDN TO � .1 i I i - I �* -01 .� � � GLASS(SEE . I ; SCHEDULE, Is I F__ u L_j ! I"T' I �.,._i ; � L. ke ON SHEET 3) 1 " - -Tv I Mfrv� lIEPWATON TO GLASS� � I a : t.__...­ VA il­�_ � - . I - I =1z r_�n v I LENGTH _F __ - ------.--- __ --I PANEL LENGTH r I I -----,--.- I fmu scmwAz ON SHEET- 3) -- i 11, I- _1 =­­­ ­­ ,, - _. � 1. MAX I., M _lO, A, Xl� PANEL LENGTH (m Ann PARI, {SEE SCHEDULE ON SHEEN 3) 4 LIE mIll-i - I (SEE ON 4 --- --- --,--; I 4­1__11__ - I I i I I ­01 I I I------,-- - .1___­,V­ �w_ I I 7 ; I aft . I I I 'L' I I _(�) . t MAX, I OF I 'I: - I : 'l a12 1/2' O-1 I "' i6 _3,_... _________1 I ' NO FINISHI � __ i ;I JTx_`A.. S WA TiOr0a __ ALLOWIED-­I4 I - �! / xc fN g ­_ _4__ T � I i ­_ ____ z-xs- � _ ,___� -J-- ,_= DECK REQUIRED 2-"- WOOD Pi -AT- ! RZOUIRED ____; , � " �' I 1 , - WDOO ANCHORS , -TSM __ *000 ANCHORS : r - - ­ I ON 4' ­­­ (SHEET I , � � ,", � -, I I I � I'll, , y � SCHEDULE ON � 1�� 11 ill! I SHEET I 1) --.-- I SHEET 1 1) - ___ I . : I � � . ' I _ 2. 101'___� I I I CEIIAJ FLOOR, IAQ=HQ ra 4 H, I ALLTERUME 3W SCALE 3/a-I' GUILD -OUT AMRNAME HN, SCALE 3/8-1- OA.I MOUN[TING 0 4W -Ntz4*;1% t1 #,0 j/p,`%NCEN,q%,oft _ r %1 -1 � "M ,* Nm LQ8 00-W-Ma1 1. INSTALLATION ARE ONLY VAUD FOR MAX. A-S-D TOP & BOTTOM M01.11,17INGS CAN BE DESIGN PRESSURE RATING (P-s,f) AND PANEL LENGTHS 1 . . 1*: NO. 44167 1 '. S . I S-0 . - :*f -. STATE OF -4: FLORIDA BUILDING am ,M=. W� 24 CODE Nan High Volocity Nvr GAGE GALVANIZED STEEL STORM PANEL 10006 Zone)l ". MIAMI,` W. COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES 09 SHEET 3 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 1: .;G, .: - ' 4 qr - ,v 1� 11 I - ' "o k 04,L. ,�Io " -_ �__ �__ I MEMBERS 10 BE SOUTHERN PINE No 2, W/ SPECIFIC , _�:, ��Ig k GLOBAL z PROTECTION PRODUCTS. LLC. um, DENSITY OF OM OR EQUAL "I - A7� ;,kz4up_z_A ,,, ill. � / - - - - COMPANY nuff MITIM a �MR*o COMPANY - - - - a sow D*W- 0=14 20-175 10N�"E 1111,00 . H�V 1­` Z Z ,-A.=-,`-- ,�", ",""A. -M7 - m Bol 1 P.L SAL,9 TLME/DATIE- -J'A CA&f o !1.IiI I iFF-9I, I i I - I aNMNNrU Ms.*=-0mvi-467 I ' -w I .NW I O19 I m (1) Q) C_ U) -cu (1) -&-, I � L_ (1) (:L) L- CL CL = 0 _0 0 L_ C= m -0 0- - (1) ­ = :3 0 ICU - A.-O " a) Cz O :-� ,,-- cu U) .- (D w 0 > " . CnC- �-- Cn Cu -0 l6mp .= -Im-, Co m CD_ < t E Z w J r%j " C= ,�>=R CV w := w _= :A. ILAJ C) _= = C2. � C� CL - - m m L.) C� = - C_S C-4 LA_ ..; . "' = C_ CC C= - TA . -w 9� -% 13� B.. 2 CL) w - w *� :e = = 5 (v _= " ;= .4c = -r. -9 -A m z = w . --= , tj 4) = C= w .!: m :pl - = = = E .2 C; 0- fj I.- C, - U) " W - - - SHEET NO. SH 1.3 T > _ ( i... f . 11: d ENQ GLQSURES DETAILS FQR INSIALLAT10N IN PQURED CONCREJE, REGULAR, SAFETY � E-Z HANG STORM PANEL � SYSTEMS >.,­V. I VARIES)112'1141 WOOD FRAME 2' E 7' _ .103' JfOb H-14_aN sue'' y 8087-M Ati:tn' ODNt.:V.4AA, B" 1,42t L,7•[�p 'I dC REDUK1Fn t+.`f Mt�EE WITH iJsY e t 3!4' t - 2Kf MTa/i. ;, TA91G1711 9 72' D.C. _t• CDNCRETECON BPOIIRED LOCK OR 2'.4^ WOW PRAWE i fnOLs1E0 t.Y1NCRE..FE., iH"R = t J/4' TMDLNi i`rT.. yiXK4CRETE BLOCKDR AIMM f 12. 0. 2 7/2' ' "�• 1 REOIO6D C I r-,x.4' Mnµ WDDD GRAVE DR `^I 1w.P Awt1 'a.. RfGti>K£O AJ 4 a, , y Cf! + 1 3 4" 1" 1 � -- ( 1-1 APiW ANCfInR _ k { T / Al1FR1LAfE tFL l9)OkiATN is 12'O.C. i 2'xY=.D9a'10 - .5,. t VARIES .� 2. 2' x5` w .a33` tX1N1. Wa. It-E. 7�",.; .5' 97{ L 61$ 1AVx. ALW. NMa"lE OR I• f-HISS SH .PoD J D5 kk7{ .. r 4POVREITLOMO CONt71L7E, L'DPCREfF : 7 1` -Ti r �'_-(TFWhMET/l ALUW. BOtf PLATE FTUMH' I' . REQt%RED2°M'WODO t- 2 1/2" ' 2` - I - `✓',KLE 1 4 ,,C •a /" s .� -.,_a Mw. ._.. ,.Ji MIT. sr s I 1/4. 4 eOL: ..4' A 4' . X72' e 12' O.C. 31O5-H14 OR 8063-18 AUM WIAWANUT Cam. AUANGLE CASE A (PLAN) CASE B (PLAN) -CASE CQ(ELAN) CASEID�(PLAN) SCALE 1/4`-I' SCALE 1/4'-I' SCALE 1/4*+I* SCALE 1/4--l- -__..._R__." _I SOLID -SIX OR CALK-N 0R ELCO PATICI-II E ,_� ,� 0 .� PIATAW COR'G!!£.Tf, Fri tfe4 AT 'FFIII- O AND TSX �` POURED rANG $ � # � 7�1 �i EffiNCREIE BLOIX : `TOGA, �BOTtOAI Of ' PAMlt1MTE PLV6 ((5�� Mft PANEL - CONCRETE RIM " VARIES I 0 09 214' WO00 SIDES. DF OPflBNG SCNFnnr mf 4E'f1f B, - .-OVERLA.P BEYOND .f . 2'A4' WOOD FPMME ., ,5' wfe," (a) & '+t"J' RtM+E REO,aAFO is MRUC+PIE 1G k It) OPENING CLOTH) POUIWD LnNCRETe. IXINCREFE FICUL ED I i:,C1;.Mbe.�!(1•! 'v lki •CNN MY _ BMOC% OR 21C rMA'O TR.WE L> L `•Z• y{j+ ... S ` 5.. �1 �3�Q q'^2 . ;.. 1 �Y TMau%MD art �*., -- :�;a .. � 6 , f3Ta U4 . t '` 1 1, - (1 , -01 TIM W/ ANidIDRED nww A, `--< P PAN TO Mr R cut \S � 5v U. I. 1 `'- WnU. RUINER car END Pain) X - SLO �DiSTANCE -*1 , I,e.-M.) _� 1 (TYP:) . I _ _.. .. J l �/CA- ssePtw6s* %.141H1.00,1"MtA,A CASE PLAN) °' .EmtrfMn'SMmaF r R t1''A' � A �/ 4A SCALE 1/4'.1• ill M.-ortaF ,l�i. of a`�0; . , .. .Tyr ''• ✓,¢ VALID FOR DIRECT MOUNT INSTALLATION ONLY t11 • r e4' ,,- V,\C ENS :H •. ,S �" i CERTIFIED PANEL INSTALLATION AT WALLS Wj . 4+iT67 1 SURFACE LEVEL.. VARIATIONS WITHIN 3/4' S * : * ' IF S FLORIDA BUILDING CODE Mon High Veloetly HUn)eano Z0170 CASE E (PLAN)�SE F�PLAN} -•• STATE OF >r o „� 2< SAGE CALYAN)2ED STEEL STORM PANEL DRi or. Y;.''1.h'-,.;FZOR)ii4` SCALE 11<"-1' SCALE 1l4"®+" .•-';7 .u_„ d.r.ut ,,�A', S' . '\ GLOBAL PROTECTION PRODUIC LLC. °}rITAX. - �L�`OINe. T5+ dVE 4hl/11 'It "M E.W. SI STREET r'' '2.,A,"*'F&t ww.1gG k.m wmwytpn a, Days: n_ 3uf4 f` 2-_1t9W'61i-M ax..,L1oSYa1-:w PIWta„toQ4}a115-7aW,. FAIL tOM)MW-b79r 20-175 " .-n,.Row4epa.n rlonoo rA4 �+. W M..'No Nt¢ PE. SfZ;;LTURE(047E N2TkR A TNLI ,_ PE. tT:NR An 9= a a i5 ul (VAUD ONLY FOR PANEL Q INSTALLAnONS AS PER ALTERNATIVES 'iW THRU 4W. ON SHEETS B & 7) MAX. A.5.0. DESIGN PRESSURE (P.-J.) HORS SPACING FOR E.D.E,D. a AS SHOWN ON SHEETS 6 & 7 MAXIMUM ABIU - APPUCnS-E ALTERTINTINe ,L& ANY B � MAUM PANEL LENGTH (n:) TAPCON LAG SCREW PANEUAATE FEMALE 0 PANELMATE PLUS WOOD BUSHING 13' 13' is' i3' 13" Iw (TOP) 13" is' 13' T3" 13' 1W (wriow) 8 t/2" $ lf2" B t /2 B i/2 ' 5 t 2" ! MP) - - 5 1/4, 12 1/2' a 1/4' 2W (BOTr.") V-w _..OR LESS Ir _�... Tm. e' - 3w 1S" 13- t ' J t 3 Is- (MOP) +4,( -45 OR LESS _. 73' 1S' 1 3 13° 13' W ROM � i3' 13" 13' 1 3 8 1 /2 w (TOP) 13' tY 137 13, a' 1W (S)t w) 6 1/2• 6 1/2' a 1/2' 6 1/2' B Ill' (FOP) - - 81 a' 72t 2 fll4' >5--0- TD 4 tf2' 4" _ 1 5 1/2' 6 1/2- - (TOP) 14'-4' 41la' Tj2" Y 7' - 3w TrD G10 M1) i4 T/I' 9 Tj2° 12' 12" #" {f ) W (� 13' 13` 13` 73' a Tj2' iW (BD+TOe} PANEL LOOMS S WHEN SPACER (5 w SEE TABLE #Y FOR MAX. A.S.D. DESIGN LOADS & MAX. USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 MAX. A.S.D. DESIGN RATIPRESSGTH NG (P.a.t.) MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 8 & 7 APPLICASE. To - & ANt' OF THEM MAXIMUM PANEL LE.V (ILI TAPCON LAG SCREW PANEL FDAALE t0 PANELMATE PLUS - WOOD BUSHING lY 13' t3' 13, 13' I (TpP) I 13" f'r 13" 8` 1W (oortom) 6 t " /2 6 f " ! 2 6 i ' ! 2 6 t ` J2 6 1 ' / 2 W [T DF1) - - 6 1/4- 12 1/2- 5 1/4" 2W (BOG.) 5'�' 7^ 7. 1/2- 8" a" w ()� LESS 7 12' ! a` B' a'-- - _ ]99yaq11at lw ) 13" 3 13' 3 1 3 ' � 5+45 -48 TO + -75 75. Y _ '3' 4W BOTTOM 1 3" 13" 13" 13' to, w TOP 13' 13' 11- iS a 1/4' 7W (BOSOM) 9 1/2' 6 T/2" a 1/1' 6 I/2,. 6 1/2' 2W (TOP) _ _ S t 4` J 12 1 J I' 6 t 4` / 2w (SOT!) >5'-O' 4 Tj2' 3- 7 t j2" 7 1/2. - 3W (7aP} m 7+_SO 5` 5 1 2" / 8' 8' - 3 . (BOTTOM) S t 2" 08'+. 73 13I 13' 1 13" 10' 4W wric I} SEE TABLE gi FOR MAX, ASD. DESIGN LCAOS & MAX PRISC LTGTIS WHEN SPAGES.0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 um 41 A A;SAL OESKGFI LOAD GOP MUTM PANEL LENGTH 40 PSF OR LESS 6'-8. > 40 PSF TO 50 PSF W-r > 50 PSF TO 60 PSF 5-10° A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FQAALE'10 OR PANEL MATE PLUS ANCHORS & W/ Q9 SP40EA1t ,Q' 1/2' O.C. BUILDING (VALID ONLY FOR PANCL(D INSTALLATLONS AS PER SECTIONS i THRU S. ON SHEETS 4 & 5) MAX. A.S.D. DESIGN PRESSURE RATING RATING) WM IMLIM ANCHORS SPACING FOR MIN E,D. PER SCHEDULE BELOW APPUGOAE ++ & blt! TN MAX11Atu PAtki LEt�iti "1,' (ti) 1MAX, AS.D• DESIGN PRESSURE RATING p,i.r,) MAXMRTN ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW All APFUGA�£ 10 / 6 IltY MAxLMUM PANEL LENGTH 'L" {if:) TIAPGON SCUD -SET PANEt1AATE rE1AOi.E 70 PANELMATE PLUS IAMAG-18UUN -t CALK -IN T APtXXM. SOL.57-SET PAFIfUMATE FEMALE IN PANELMAIE PLUS TAMAC-NNUN CALX-W m 10 i6 N, �1�to TO m 74 TOCONTACT mom % -461e,AIT m ' +45, -45 LESS 13, 13`.. 13` 13' 13, 13, 73' 73` 13" lY T3" SY 1 (TOP) 6'-@" OR LESS -I 8° -45 +55ro 85 lY 1Y f3^ 13' 13" 73' 1Y 13" 1Y 11" 13" f 1/2 t (1f,N"} 8,-6° OR �. T3" T3' 13' 13` 15" 13' 13` t3' 93' 1. TY lY 1 {BDTTOMj 13' 13' 73' t3` 13' 73' tY i3' f1' tY t3' 11 1/2 t (BOTTOM) tY t3 13 13 13 13 13 13 73 fS 73 TY (+OP) 13 93 13 73 /3 1Y 13 13 13" t3 iJ /2 (TOP) 13' 13' 1S• - 1Y 13' 13" 13` 13 1}' 13` lY 73` 2 (DOITQM) 13' 13' t3' 1Y 13' 13" tY 13' 73` tY IY ff 1/2 2 (BOTTOM) 3.3°' 13' /1` 13' 13' t3" tY 13' 13" 73' f3' 13"3 (NP) 13' 13^ 13` i3` 13" 13' 13 1 tJ2 3 (TOP) � T2 1/`4'. s2 1/a '4` 6 1J 6 14' J 1 1/2 't2 z s 2.. ! - - t i^ $ ! a f t 4' a {BDTTDM3 � - 72 t'2'12 J t 2: J $ T 4" / i 1V 6 4 ✓ l 1 2 ! :2 T 2 j. - - 5 1 4' / 5 1 i' ! 3 (FIFiADM) 1. $ $' $ B 6 � 5 - $` 8` g ' d' 7 1 2' ! s OP O) 8' 5:.1/2- $'... e'..: $- 6 1/2` a` 7 T/2'. B'.. B' 6' 5` 4 ( DIP) 8 _ 8' 8' _ 8' _ B' { ORG ROR 5' _ S' q S}ROAG t1" tY T3" F' 3 1. ." 3 73 .. ._le 1 3 _ 13' f3` �7Jr 1Y __ (TOP) ....t3" _ 7Y _ TY 13 » ft t 2 5 {R7P) 13` 13• 13" 13" 5F 73 13" ( tY _ T! 15, �i1' _ i3" _ _(BOTTOM) 13" 13' 13' 13` IY IY 11' 1Y 13" 13` 13" 11 v, 5 (BOTTOM) i 13' 13' 13" fS RY It- 13, 13" 13'_ fY IS' a MP) 13, 13, 13" 13, 13' t3' tar tY 11' is' 13, li 1/2 5 (TOP) �_ _ r _ $ 1/4' $ 1l4•. a Ile $ 1!4' - _ •. -' : - ' 6 1/4'. $ 1!4' a (BOt'I,- - - 6 1/4' 6 1/4' a 1/#' 6 1/4' - - - - 6 t/4' S 1/4' 5 (801T.") i3' S` IS- t0 1/2 13' Y ,3` T 7 t/2 5 1/2 9Y #SITE` 1 (TOP) �a,�. TO ii`-4• - 13" B' 1e 13, 13` a i/2" T3' a 1/2 9 1/2`..a 1/2 f3" I (fOP >5,-(, 9'--d'8' 137 7` 13' 13' i3` 9 112 1b` 9 1/2. TO 1/2 7 1/2 13' 6' l (BtRTOM) 13' 7 1/2' 11' 4Y 13, 10' 15, to, it' ' a- 13` 1 (BCTION) 13" 5' 43' i9 1!2 f3' 7` 13' 7° 7 tl2 8 TJ2 13° 4 1!2' 2 (EDP) 13" 6" 1Y 13' 13" 6 1/2' 13' 8 1j2' H MITE' 6 172r 13` 2. [LOP) ry 7 7 -_ 13 .- 13 S,_. f3` _ 9 1/2 13 ° 9T/2 a.,..-. 10 1/2 _ 7 /2 ---•:- T3 « $ 1/2 2 (BOTTOM) .: f3 7 f 2' / i ". 3 fl' 14, 3 10' t3'" i ' D 11" " ${t3' 13" .. F.1/2' 2 11MIUM)i3 7' tY 13' F3' 8 TJ2 i3` i 9 +/2 to 1J2f 7 1/2 i$• a t/2' 3 {Tt'A') f1" 7 tj2" t3' 13' 13' 70' 13' t0" ti" B" 13' 3 (TOP) T2 1/2 i2 fl2 $ 1j4' a }/}" 12 1/2' 6 If4': a lj4^ $ 1/#' 3 (&3RCu)' - 12 1/2" 2 Tj2 a Ile 8 1/4". 2 1/2 12 I/2 - 5 Ile 3 (Bmm)Tp 7' Y ' t/2` 7' 3 Tj2". B` i' :.q 1/2" 3" d T/lr 3` 4 (TES`) 7 Tj2' 3" B• 5• 7• 4` 8• e' 4 Tj2' 3 9f2' S tj2"i {Rik`) - 5' - fY - 5 1/2' - 7 7/2" _• 4 {BORON) er - $' d" - a' - 5 TJ2' - 7 1 (BOiTOY) 13' 7` 137 9 1/2' f3` 9 Tj2'. I. Tj2 7 Tj2" 1:3' V' ) 13" B l/2` la' 13' Tar ,0" 13' to' 11' IF 13` 8 1/2' a (TOP) 13` 7` it Tb" 0 !? 3` i -' 9 f2 f0 t!2` 7 §!9" tY° , 6 J2 5 , 13 $ t 2` l T3 d" : t3' 1 ` O tY O" 1 1' 8' 13 ^ 8.t 2'S 1 tOM {IXfT'. ) i3" V I3^ 7' IS` 7- 7 !/2" 5 1/2' 13` 4 1/2' 6 #w� 13- 8' i3" 13` 73" B Tf2. tY 6 lf2' 9 1fT" 8 1/2" 13` 5 I/22"d (R;P)-• - 1/4' 9 1J4' - - - - $ 1/4' 6 Ij4. 5 I. - - 6 iji' 8 I!4' 6 1/C S I/4' - - - - 6 14"..6. 1/4' 8 (BO'TF-) SEE SHEET 11 MO9 ANOWORG T19T At SPACM FOR 4WAL"ITO S WO w000 MIAMAE 1EMD0IRD r UNIUM ANOICR SPACH# AND MINIMUM MOE 06TANCE ARE KoiCATEO ON INS MHEGUIE, FOR ED, LESS IRAN MCdGI ED ON SM413LIE REDUCE ANCHOR SPACING 10 M LLTIPLYNG SPACAM SHOW CN SCKOUd BY nt FOLLANMM FACTORS. FOR TIM OPERATION TO HE POST REDUCED SPACNND OETARiED USM FACTOR SHALL NOT BE IM THAN MINIMUM SPACX1a *OeATED FOR LICH, ANCHOR PIPE ON 'ILLS 9CMWLL.. 1/4'r 1/4'. i,W. I/Cr 1/4'. iJ4"r ANOTIOR �, TAPOON SAID-STi ._ P 7MYIC�1iM>M EV1t+# WMAMUM ANCHOR SPACMIM GA.) 3 3 3 J Y f fl` 2 1/2 MNLAtIlMi LM.) 3 3 112' 3• 3 3 iJY 3 MSfA1Ki(E.D:) R11D'T 3 3 vir 3 yr s in 3. TJ2• AMIAL am DIBw" ,) FACTOR. - ' � -_.._ SCRs - - .: Set as9 - - a. ACAS 0.m - IRA - 0.83 3 , - Lm 1.00 - TRr ILA SPACINGS ONLY VALID WliFN SLEACFR�9 IS USED. SEE it FOR MAX. AS,D. DESIGN .LOADS & MAIL PANEL WHEN .SPACER IS USED. j 7dBLE /3 a A.S.D. DESIGN LOAD MAXIM UM PANEL 40 PSF OR LESS 6'-B" > 40 PSF TO 50 PSF 6'-2- SO PSF TO SO PSF 5'-10" A MAX. PANEL. LENGTHS ARE ON VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.C. ,„.__�._. __._._.- _,..__-...._.._..-.._..._...-........__..ANCHORS (SEE SECTIONS A, ALTERNATNES ON SHEETS 13, 14, 15 &I6 .�-._�..__.___...-,. ` I 3' MAX, R-IIA/13, R-2A/13. R-3A/14, R-16/+13. R-28/13. R-38/14, 3' MAX. I 1' MBN' D.W(j)-, r'- R-TAW/15, R-2AW/16. R-•GAIN/1B, R-tBW/15. R-2BW/15„ R-3BW/16. �/;�� �� -- - '`/ Or (:f _____-___-II_________ -... __ .._-.. _.. s__ --I--- t. - - T- --( �_ ---s , I. r------ "'�[k- - ' -�---- i V -j i 11 i f I i I; I i i s I t ": � t (. I 1/2 i r,. ,a_t I t p t 4'i -20%1' S.S. BOLTS 0,@ I 4 f I f i 'L" t (415E FOR PANE? tEN07?I t MAX I , t t ' I a OVER 7,-6I � t li j'� F PAN0. iENGDf I. .REGULAR `•:•STORM PANEL I i REGULAR PANEL B'-e O +40,1L -404 Pa.1. z } i W i ,' ; 1l [ OtiERtAP MID PANEL [13LGTH BOLT) , _ _ _ } _ _ _ _ _ _ ) 1 :. ' i � : UFE SAFETT STORM PANEL - i 1 / 7'-8" O 4vSO.iA -54.0 Paf. Y 1 1 '. ,y �ry - , t M10 PANEL lElIG'Tri HbL. D tA'E,R1AP .I 11 i t A'+ - _ A a PANEL A USE 2 MIN _HTIAIErAO71+ 1 I1 ;1 & i " { 1 / 2 , }. _ _ _ . }... AT All 3iaLNTaMGS s <! i I 55. BEiLTS W I AT t� i i a' I , EA QNERIh?� i I I i R ''. '?, I i r.. _ } �`1 - ._ _ . .... it I ( _t(2f NOT'C1E5 AEI S"iLtD - # - _ _ LOCATION O UFE SAFETI'- i_ LS ,, 1 i N M A BOTT CYX2N P E1 ERS D E� I 's, lI . -, - - „" ?-OVERUJ'-, 1 L7VERIAP'•' 11 flT 2) WING NUT AT 1 NUT AT - fr�BI.QB , __ _WING 3' MAX LEFT PANEf. -. RIGHT PANEL. 3' MA%; t 1NSThlUTIOIiS ONLY VALID FOR WIND 1' N SPEED UP TO 170 m. .h: 1" MIN. R 1A/13. R-TEA/i3, R-3Af14. R-19/13, R 28/13. R-30f14TN.j ED P - R UAW 115, R-2AW/ib, R-3AW. a R-LBW/15, R 2BW. 5. R 3BW/le. SU %. GAP T&f J LIFE SAFETY STORM PANEL M ELEVATION bL_A 11ON i � SCALE 1/4"-1' ' STORM PANEL. IT . ' `-" STORM PANEL ( 1 s ��_ W.r._ L1+41tN1nu11'W REGULAR - I ,--•--� - - ---� (.i er. = : wa 7AP1 K` 1C V uFE PANEL -s'a' : * : * FLORFDA BU{LO1HG. CODE Non High Velocity IN loans Zane �reomllEscole�c 21 GAGE CALVANRED STEEL STORY PANEL aer •.°.-� ,� !IL E C V INC. , MIINII/t 0 -- � LOBAL PROTECTION PRODUCTS LiC, oEc S GTI A' R r i311gM 1X)MPANr 46m sw. 61 STREET �Tj.,(.0,.7 A.R sw. s.1. AOA ,tiotA wws, rt a, l tVvw. 2 331t4 20-175 SCALE i!4"=1«. A W+.p r Pme7 W.-1ap M. p+B TINT -Lao -'Ca GIIH RA9 754a FAX (s34) -B747 "'".... Mrt wAa ®r,w aq[. 1XMwd1G Na: G-4M67f9 PE. S£Aj9` at41i xtr A W "To 4V ,t-ttl SIIlII i2 Or 70 ONLY FOR PANEL(t INSTAL ATKNdS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & S) VAX DESIGNA.SA PRESSURE RATI (Pre.) MAXIMUM ANCHORS SPAG9ND FOR MIN E.D. PER SCYBDULE BELOW ro U`OT & NA%tMU1A PANS. 1II1G179 taa:) NA%, AS.M Df5111N PIIE55NG (I Q.M,) MAXIn7M ANCHORS SPACING Ffft ON E.O. PER SCHEDU9i BELOW- E TO # ,I. MA %1M�UM LENGTH {n.} YAPLT7N SOLID -SET P ID P PUS IANAO-NIdUN CHX-IN TMCON SCUD -SEE PA/A MEtUA'1 FEMALE ID PANCiMATE PLUS 2'VMC-RNLI CMK-II TD'106 m ro m A OF THEM '° k" 45 on aaTe TV ro TN rM or TRW >4115. -b5 TO +T3, -TS IY l}' 13' 13• IY f3• lY 13, 13" 12, IY To, 1 ('FOP) OR I� .16. -76 +719-OtY9.g -. 13' 5' 13" 10 lf2 f3' 6 1/2" 13' 6 1/2" 7 1/2' S 1/2" f3` 4 1/2- 1 OR LESS lY w 13'. 33' : 95 13• f3" 1Y 93` ,. 12' 13' 10' 1 toot") 13- $ 1/2' f3' fr 13' 91 13` B' 10' 7 t/2` lY 6` t (outlaw) 73'... It' 1Y 13• -- 13" T3- 4Y tY T3' 12" 13' ?D' 2 (Tt1P) 73' +�' i3" ID LJ2` TY 8 112w lY 8 Tj2" .7 1!2' 5 9/2" W" -4. 7/2' 11,TGP) tY IT' IY 13' 13` 13' 13` tY 1Y i2" 13" fr 2 (norm) t3' 7' 13' tY 1Y 9 1/2- 13• 9 IIV 10 1/2" 7 t/2' 13- 6 1/27 2 OWTIOM) 4 13' 13' T3' 1S' 1 Y f Y : 12' 13' 1O " 3 (i(T'•t ) tY 7' I« S 1' 3 t 3 ` 9 Y i ! + 3 9 t2'1 ! 0 F2'772' ! / 13' 6' 3 (TOP) 92 t!2 T2 1f2.6 i/4 Q 1J4 t2 tj2 12 1{2 8 kj# 6 E/4 3 (BOROAp 2 T/2 2 }f2 5 f 5 / 12 1/2 6 / 6 ! ✓h (SOTTO) g' Q' 8' g" 6" 6` d' B 1/2` 7` 3` 8" 4 1!Y a (MOP) 7' Y d' S 1f2" 7' 3 1/2' Q' ,V i Ile 3' 6 ilr 2 1/2' 4 (TOP) -g• g" - g• g• - g• g' _ g` 4 {eolTOMj a' - 6 1/2' - 6' - 6' S Ill" - ,Y - 4 (Bt1fTam) i f"f 13 13 :. 73 93 1 _3 93 13' 9 2 T 3 1 O 5 {+�') IS 8 1 2 ! 13 4 3 13 B 13 9 0 i2 e S {FOP) _____t -7-- 73` 11" ' 13' t3" T3' - + Y 13• 12" 11' 10' (BDTiL1M) 13' Y Is' 3 I 3 13 ^:91 ! 2• 1P`TO / T 2'79 ! /2 1' 3 $ 5.. {SCRAM ) 6 (MIX") 13' S' 13" ?O ff2 tY 6 1/2` ia" 13' S 1/2' 6 7 lj2' S tj2' f3' a //2' 6 (NEW) - , -a - 1/4':6 1!4":$ l/4" $ 1l4' '- - - - $ t/4' 0 # 4' 6 (tlD+l `-). - - Q..7j4"'b fji' E T/i' 6 IJ4` 8 } 4' E 1 i' - - 16 tj4` 6 I/4' S (BOG.-^'} -T3' Y1l2 13` 11` : lY 10' t3' 10' il" fl` 1Y $1l2" 1 (Td7f') PTO 8'-0' _ ?3' 'S' 1J` 101l2`. iS` fi. 4 i3' -6.4j 7 tJ2.. 5 iJP 13" 4 Tj2' 1 (F33Pj , TO i-8" 11' -1 7/2' tY 13' iS" 10 1/2' 9}' 16 METE i 1/2^I 8' t1' T` 1 (I TTp11) (3' 6 1/2- 13` 13` 11' 9' 13, 9' 10' 7 1!2' 1J' 5" 1 (8017'OM) IS- 1 112" tY 13' 13' -11. 13` ID' 11' 8' i3« a 1/1" 2 (TOP) 13- 5' 13- 10 T/2. 13" 6 I/7- 13' 5 1/2' 7 I/Y 5 I/2- 13` 4 1/2' .2 {TOP) 13• 7 f/1' ,3` 13' : i3" 1O i/1` IY 10 ljl 11 i/2'1.._ e" 13• 7' 2 (1R1RON) IS' Y T3' SY 13". 0 T/2' IY 9 I/1" 10 1/2" 7 1/2' 13' -6 t/2' 2:(BOTTOM) 13'- 7 )f2' tY 1Y 13' 10 1/2 It' 10 i/2 ,t 1/2 8' td' Y J (TOP} 73' 7' 13' lY 13" 9 I/2' 13" 9 1/2' TD 1/2" T 7/V 13" 8' 3:(TbP) 72 1/2-12 1/2' 6 1/4- 6 1/4- 12 1/2' 6 1/4`. - - 6 1/4` 6 1/4' 3 (HQTTOM). - f - 2 f/2`12 i/2 8 Ile 6 1/4` 2 1/2' 6 //a' - - 6 1/4` 6 1/4- 3 (80170M) T 1f2' 3 t/2 8` a' 7 .1/2` 4'.. a` 4 Tj2" 5" 3 1/2' Y 3' 4 (T ) T" 3' B"' 5 1/2' Y 3 il2r 8" #' # TJ2". 3" 6 tj2' 2 TIP - 4 (TEW) 8. - 8. - _ d' _. 6' - _ e'.. - - e' - 4 MOTTOM) e° - Q 1J'2' !" - R` - 5 1f2.. - 7. - 4 (t7DTTOM) 15- 7 t/2' fY 1Y 13' to I/2 ia, 0 if8 1 Tj2:. 8° IY 7' 6'a 13' b 1/2' 13' lY 1Y 9' i3' 9' 10" 7 Tj2' 13` 6' S (TOR) 13" , + T3" - 13`.. 13` V i/2'. IS" 10 Tj2., 1 tj2, B' 13, 7' S (BOTTOMti /S" 7" 73' I lY : 9 t/3' 137 9 1J2' iO 1f2' 7 t!2' 13" IT 9 (BORF7M} *3' 7 7j2` 13' iY IY 10 1/2 13' 10 11: 11 1/ ' d' ?3' 7' $ (TDPJ 13, 5' 13' 13`' is 1/2• 13", 6 TJ2' 7 If2' S I!2' fr 4 4/2' (FOP') - 6 1/4' 6 i a` $If4' 6 tJ4' - - - - Q i/4" 6 1J4- 6 (BOTT-- - - 6 i/,- s T/4` 6 I/a' 6 t/C•. - - - - 6 1/4' Q Ile 6 (�TF") UE SHIN II fee ANCHORS TYPE & SPACING TOR 003MIXOT IS -0 *We F%TMV 81141)" r UNMW ANCHOR SPAC6105 AM MNMLIAF TIM VI ARCS ARE WDICATIM ON 7" JQKCUIL MR ELF LESS IT" INDICATED ON SCHEDULE RO E ANCHOR SPACM er hKiLTWLYW SPAG%M 940" ON scwbLI.E BY Tiff T Lt" MO FACTOR$ MR if114 OPtlMTTO14 TO BE PEE. Room SPACOR OgTNNEO USING fAatw SHALL. NOT BE Loss vMR MRAMUM 3VACWG MOICAIED FOR EACH ANCHOR TYPE DN 1iAg 4c"OLR.E s/4'±..- sf%a il4'a 114' r/ ^. 1/4N, 1A1M(TFNlR TYPE , • upco" BDfa•�.1 ® °A�"N"+E zAMa-TSAR+ GAIN-« MINUM ANCHOR SPA= (41) 3 3 S 3 .-. 2 TJ2` O f/2 WtJ 3 3 ijt` a` 3 3.'Ir a 1A51'AwCs.ME.03 a4rAa nmc 1 3 TJ2' 3 ij3` S 1/2 3 yr 4 Amok EOBE IEBM440E. E.D. F a3s - _- a s r81 L. - __ - _ __ a--. _._ 1 �. ._-_ Q4O -..., ____,__ aTB ..__.im - - .�._ 1. .�_.._. - ._._.._ 9.4! ._ _ ___. ,.._ ...._ ...._......_-_...._.d_ 3 1 . _ 1..4a 1� SPACINGS ONLY VALID VMEN SPACER 1S USED. SEE T F fi Fit MAX. ISM. DESIGN LOADS & MAX, PANEL LENGTHS WIB�7a SPACER r 1S USED, TABLE#s. A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS ... 6`-6'.. > 40 PSF TO 50 PSF 6`-2' > SO PSF TO BO PSF 5'-10, A MAX, PANEL. LD40THS ARE Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ 0 SPACER AT 12 1/2" O.O. ------ - - INST¢,LLAT10N DETAILS EQR LIFE SAFETY PANEL ( t INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4`e TAPCON POURED 1/4.0 TAPO -_. -. EXISTING POURED 114'0 TAPCON_...--- _ %, UREO 1/4-i TAP( ANCHOR O 9 O.C. OR ANCHOR O 11 O C I _-MISTING CONCRETE ANCHOR O 9' O.0 C ANCHOR O ••/f'' CONCRETE SLOCX j CONCRETE BLOCK , CONCRETE BOCK RWMED. ;l REQUIRED. yf REQUIRED. �� r 1w _ .-,: - �, I- - _ _ T, Y911 fMfi - T ` 4 EA O.EtRAT I 1( I oaAa'} p�p I4 If I '._ 1 III u .. _1. _- 1 i 1 1 1 1' MPx. IENGTT, ......_. - 1" MAX. 6 PANEL LENGTH L SEE A - . SEE ELEVATION { tl SEE ELEVATION 1 ELEV ( 1 Mia ON SHEET 12 A I SHEET 1 .._._ _.. _., _ _ON kT 2} --5EPA1t,ATiDN I TO CLASS, i R....,.,..�.-. t w-t_ i 1' --T'-' j f 2 ' ii V i ` �'' 1 t i iI'- �p f f £ f 1 : i"... # i If I fi l., 1 .. _ a' W r I e Do1!A' ff _ I �..x I e a OC''. ! j If - I'' - =A '_ 4 f/'r TAPCQH . ' 1/4-0 TAPCON ANCHOR O A' O.C, ANCHOR O Y D,C. EXISTING POURED CONCRETE DR ' CONCRETE BLOCK REQUIRED, it�i�`�{� R-1 A �41S,AS._.flddELA ; EXISTING PDUt�D CONCRETE OR " i;.ONCRETE'. BLO)E REQUIRED. ,S� EON -4 B 4 A SAfETY PANEL WILL ►t11DUNTINGS SCALE 3/8-1" *SEE GREETS Is a 16 FOR ANCHM ANCHOR TM1/4`e TAPCON nits A, SPACING FOR WAUATIDW 000 WOW PRIME "OWOS: MRBMUM ANCHOR SPALiFMS AND MRMBaUM yAyAWM, ANCHOR "Coe;:{Y+J 3 atW4Mwm� 04nmola io.7 D6,�t-1 'N..ne. Mid, 014 3 3 EDGE DWANCE ARE INDICATED ON Ties EO SPACIMrANG ON 5CiffOtAE REDUCE ANCMIR SPACRM ON SCH.E_ FOR L0. LEAS TITAANCHOR Br MULTIRLr49G SPACING E+ _ ON SCHEOIRE gY 'THE FOLCOWN9 FACTORS FOR THIS OPERATION TO dE POSSRITS, .YA A OXE 6L9HINCE w FACTOR TJ2• Mw REDUCED SPACING WAIMEO LAW t'ACTON SHALL NOT BE LESS THAN .- 2 t/1 - -_- Od1 ____ 1 _ .-.-.. .,.3 i/2 .°'.-w.."_-- DAD - MWIN/M ^a#ACIM INDICATED FOR EACH AT0" "PC ON TnS SOHEDUM I r41 PW8 -i� , i - (v:E r I Sea -rry i i -_ _..__-- --- ` � -- ) 1" MAX. I P AN0. LEN O7H SEE T90N { Mtn. 1 ON SHEEP 12 GLASS, 1 GLSSS. �'g((' i f Mon W u _.. 1 1' MAX_ PANEL 5 LENGTH 'ITS""ATION ( DN _I MELT 2) f+ . � 1 f -z- 3 I .� - I ,". ' e `,,' f / L E,O. " f. F:D.4 ., r 1 `i �..� I; -I- 1 s. �. I I f, 1 f _ 1______ _t______. L. EQ fr TO ED, l - "�2200rx�5�l4' EO ip!'fr-*.6%.l%.` iTan W mLTS W f a 12 1/2 04, • 12 !/t O.e I/4"R TAPCON .-/4"r iAaCpN ANCHOR O 9' O.C. ANCHOR O 9' D.C. EXISTING POURED CONCRETE OR E%LST9NG POURED CONCRETE OR -CONCRETE BLOM REQUIRED. '�.7NCRETE BLOCX RMARM. SECTi�N R-29 ;� REGULAR PANELS 0 jj SA;'ETY PANEL WALL MOUNTINGS V4111N,_ SCALE 3/a-1- 4--A 0 0 to N CO 0 N -"--A U N Q- C 0 O C .0) M U -0 0- � N = � 0-2-2-0 M (o - c 0 C a.. O `v = .0 LL- I,-\ V •117) ''^^ VJ 0 N I✓ 0 ^' W }A ku 0 i_ Li �c- M . � _4­0 V`_ 0 4 z z Lu J 00 t7 K 'O W �:5 O (U u r- = ® S 49 V CIAMn x V� s.i- O FA = N a2 O C=CCN f'V --' 2!3 dram.+ C lx c' ,q 3 Ma " 4II d CO.Cd = r=.^ C C j 03 T ?+ .=YJM r E. = G RC C) ct 0 w� INS'[gLLATIQ.N 12ETAIL,,S FOR J,�FE SAFM PANEL M INSTALIAI19N DETAU FOR LIFE SAFETY PANEL f ) INTO WOOD STRUCTURES INTO POURED�NCRETE OR CONCRETE LQCK STRUCTURES INTO WOOD STRUCTURES __' .-_ �. r - _.. !a'r TAPGO�5FftNG POURED /A r TaPcoN gSSFRrG POURED i / I _ i r L =� - } F'. _.j - - 4 ANC1iUR O 9 . C. ? GONGwCRE1E dNt ANCHOR O 9 O.C. �" CONCRETE OH `'' - �f D HEADER f ` -„-. s -'may ,; 0 HFAOER ' ' =,,. ,-�.,,...: . D NEAOeR '\ {') WUW HEADER a. `tea D l4FAOER D HEAOEIR a 4a' r_m.,. iELn11EQ r ,�'.W `L1I UIRED t "T•' U1RE0 ?'.•'. "EETkt19{EO jj CONCRETE BLOCK CONCRETE BL19CM t` 1, ;.- s -Y(OG - t I REQUIRED. IiE0WRE0. �» ; -" J L -"-`' °r.. "` , - I EOUIRED ,,,� i -no cn / ,. y j .i � t o-r TAPCON !�� i x 4`a TMCON 4"e TAPCOK I 1 i a't TMGOn '� - i �� rra - I y I 1 4'e iAJ1CON t 4'r TAPCON n� ___ }} O 9' O.G ANCHOR O H 0.C. NiCHGTR O 8' O.G OR O 9' O.C. ;` 11 -- I - 4�J 1 � lil _ I ' ( 1 7` 1 1 � i( I'', 1 T t ac a+ o i' D.cNpR o B D.G. 712- -1 4- I ,• +/z' 1ls• ,r tT i '1� ' %P� ) ;( j11'. ''�. '.5` ��i {/�j i % {/jam, `/�} � � F -! )MIX. r�, is V I - I I. 'ft-fV I "V Ift '�.:t , 2ai _ 1 I .� tf2` 1N' }� 1I2"1, A� %2 a',� t/2' 1 4 t ED:e> I EQw I r." l.. ;' ":..� tdaTL ,„e , , _ :1/a ,#,,. / -1/2'p ,1 tit- '1 A" 4CD i I ,-ter,, I ; TAB 7;�.c I ,r- ,, _ . ;-------.- j -. { ._'__-._ -- :'J -1. _, 1. .-7 i r, 2. ,, 1 : , �. ......I �'F. r ' ,y't 2' r t I! ;_._ J' .i!?'_.._..._. _..__ >> i .,., I r 2 9. € I •r ; I ".' I I JI I --) i .`i I % ,ji /„ 1 ! , ,} Min.. L:, Wt1. 1. - I : `AM. ,) Wa ' 2' i 2 { f'�f.-' 1 Y! :' I ?., , . I I:, 7 '�'., " U I '- L �' A -II i I _ i Mm 1 /, 1fin.' 1;. T �f11 `{ il [E 9 A I a i Min. ! - ;� ,-,.; r t . 1 i ... .,:_:.. ' 7 _.. } r.. I t IT I 4'.-.un- B 10 Q1A56.. .I/4'.-2ar 1 :.,,ML 7. t/ .-uan' I `-' I_ _ tl aa.+` I { I 6'-SEPARA00MA- IIL EXIT» N4„M FT .Batt$ w.... Q ._ eaLYs W OliiS 4._>_ - . .L, .,:: as R. _. .. _-:. .+"�.^r-.- AG It I:..- ._. -.,., .. ^� _..$.E. eXzsw f a 1 u. ,; '4'S. 9ATS.w a i a 144-2h,' (. . ilac n1a X i i II rl._.._ a _- 'j-, 7` T".„..,, AT EA. E%6ny,2,}Hi 1 s/sv-a3.x" ' - + N i fOrnN oat r-eT t 4Nt-TEAT i = p ..- '_ I �/� a ... 1 .. EdiSTINC.A 1 EIfL5R1T0.4I I ,.L eat6 w .%T- SS, OaitS w _; A- ''( --.. "P' ":- AT DA U STI a I SS.k-m i- e;e-�( -1- - Ran r i 5 1 _.._. QLAss B ;. ,.. - .- Gt,ASa i a sl EXL41+k§ 8 GLA55 r- _ - ._1r- a a EXiS-t1 II I GLASS /T ' is. 9aAs w 1 - -YY' ^`" T AT eA . j; ) - I. __.. , . > i 1 1' YNL ----- _ - 1Qf.T1 osR T' ,. - ......_ - - - - - - - -_, ____ 11]R RN41 7 k T GiA55 ,1- ^ a6>: Mo4 iwAL III t I B If 1 O B I PANES kim,LENI c" `,_ .: ,_ t "-..- B"' PNit1 LENGTH tl _- 1 (+ A� RNQ B•7 1 . ' __... } L MAN, ; tHI0A1 D:MR Y-a j 1 GLASS B :'.. __i Y I .._ -- s . 'a =y' --� `-- L�OCM CWe 7-sy EGLrVS ) N T . _. _ _ . - ._ -_ I '__._._. B_.._._ ._.:.._::-1--- PANEL £NpfN n .�_3__.....___.._._ ^:, 49.-� -..- _...__T,�. PANEL t.EHtliH i1 t 9--= (SEE ELIWTION 9 T (SEE ELEVATTON a i Y---'�j( r---"'iIt`=.-'.-- 5" 1 "l. Max, o._�^'''_..s__ gMAY ,�, B 1 i L Ma8 " - 1 1 Max. SEE ELEVATIGN I) r A- - .. a ( i f o (SEE ELEVatIOR (1 I s:.._. MNi,. T- _`___ Y.-..:k_.__. PANEL LENGTH 1 K. I iNJ SHEET t� a I _�_ii 6N SHEET 12) I i IT I- t) 1 PANE! LENGTH q i 0 _ L{ .--T-_ II # j PANEL LENGTH CN St(EEr 12 i ON SHEET 12) I 1 PANEL LENGi{+. 1F" __� _._ __�._._ 6" ELEy#T �_ ___� ��._._ 1 I 1 �. _ A _.__d' .� (ON HEST 1102)) jI '.T-_. -i -'. _ - �. ! SHEET ) 4 1 -- --_ i N =- ___- ' �--_ ! (Sr. ELEVATION 12t2)) I __� ON SHEET tzj X TO OLAss. I Ia� ..� � ,� � '� ir's_"- �._.i...,_ i a _.. _ ( . _ _1 ) � _ pssEEEana+ a _1 k a 1 ( - -' _ . I 1 R'"-' ff I ; �rw:�.. '_. _., B-6EPMJiaT,ad-- ' I ate-""""'--lh=-_, ..L-.' u_ .._.:.1 l li I. I q`sr +.f ,r',sf i 1' _. 11- 1• Mln. 1 R TD t1lhS9. y_. i I 1 .._i _,. -.' ' 9' AKn. i r ..Cry: = ' � U �.. " B U_ L._ f i �'I L f� v I f r-TOP9�Ass. t Lf2 R--sePAaAtmN I a t I a I t4N- 7 a 1 wn. t ✓, ,^. firAN,. 1 n i i k I I `.' ELT V ' i _/-5,+',7�) 1 s 1 f fs 6« B IM __ __. _ I 70 OW"S i ... _ f° 3. it I.Ili 0 TO GLASS. t. 4) G. 111 L (I i ;F---SIP ESN - `,^' 41 -; IX6TINO PWR€Ji E.Or f C%1SRNG PoURF #D I s-J .,,i `ti' _` .ter' e� -: ,. t . . '""..3 1 �2 I Gi1NCREIE OR' a) % t% I _. - CONCRETES OR r - f - _ ___... _._.._ - - - CW4CRETE BLOCX ,,.^'t" CiX4ORE7E 64041, ;,fir,^ '.^ _. r rp--q� q V"1-_.. �{{rr. r, : ," :I I ! '•, ,E L E . '�.,,, ( i °� i I �' ,I i-.�.J - { .. e tx yt oG F e O^Yy as REUU91Eb. : rE/ f2 JO't1s AEOIXREO. ..• /` taEYaNO) _...._.,-, .. 1 - -1ST G,1 - I .. I', i_._...9EEO. -• ,,._ .._1.__.._..-:i p t:; rf,..T ., ,; d/2" ",, _22r i'Ns -p - - . .n._.-_ jj I I T E4. EQ. 1 - _ _-_.__ �- ��!� '. ._..---_`_(�'__... .1 Y _...1_....-_._. 1. '. _ L, 1 I. - - : � - 2 NCLf6M,$�-� _ --+ ~ - _..._s.L...._�_7 _ -- ` I 1 ; `h iI t l t... i, i I �+ I I I a ,2 tjETac a.rN +/2" , N!4 I,�4• t f'� � e,, EQ. -'r Ss '•. "' i 1 i II ti a PATE T. iI ( aoiTEw�,"° 3 1 SECnON - ,.:�. - I + i' ` I `' RECUatED t) T e t2 ijf"o.C. 2'ti4 WD(7G 9 2'xq' WO _f_ r !; 1/4-0 1 4 r FMNELMATE - ,, !' -. i 4`e TAPCON ( v-� + :T; _ 1 4"r TAMiCON - I'_..1 1 4`r IAPCON 2'xt" w0'i+a i-% l H PTATE ' Ii PLATE Y }�I, PANTLdATE PLUS ._ / R'-S AARr ''�.Cr�'}'' - ANCHOR O t2 9/2 D.C. ANCHOR (BEYOND sIL i.1r 1,,�9L t ANCHOR O 9" tl.G - '.I - ipUIRED i'' _ REQUIRED ! 4'r TAPLOE ! ! STAGGERED W SrytLp < NICHOR O 9' D.C. ANCHOR O 9' D.C. PUTS L I iJ4'e PN40.NA ii + 4`r PANIIYATE PLUS ...'i ., i t j ) ? ; 1 j SYAOGERED Wj 5C. i t , REDUtiTED ` If " aNC910R O 9' O.G. 1 ANCROR 4 12 1 -. D.C. `+ 1 ,..ANCHOR O 12 1/2' O.C, `: f 2ix4" WOOD - -2ic4" WDOb $ i E 1 = 1 ! WALL ,�MtfUNTfwcSPLATE Ls : , PSAT£ v : ' I � if 9EE SLEETS 18 a 1$ AIR A1iCNORS TYPE t'�MI1C FOR SCALE 318r(" - , - REQUIRED ."" - REDLKRED . _. - _ _ I ( (. {` ' ^ y.. ,,. v, DIGUZATONS LM OIOICATED ON SCHEDULE REDUCE ANCHOR SPACING BY uu.TRt "s; 9PAC M SHOWN DH SCHIMUL: Br THE �jj,[� ffff JAIE ALTERrNAC7i -" FOU COMMIT (ACTORS Me THIS OPERATIONTO sE POS&B1f, - �1 11�ALUR Q REGULAR ..PANELS �L.i�F6e ..tA' �EL co RkIRICEO SPACING OBWft USING FACTOR SMALL NOT BE I N p j� ��M•� ur1�tA.�c L1F'E A INNIEL ', W�� 1 A���t1�f�tA.c ,�,� f. 1 nnfM1.1 'pN%�ke iF77� �' - WAL Al"i113.f.M-3las NHN ..CCTV 1�.1AY1iA.LLL. N i am THAN 10 wu SPICING UMAI/TTTT FOR €A0H ANCHOR 4 r1 TYPE ON TIM 9CKMUV- 1I NMAp ANDApe T1s'--=-- , a' •a' - 'i'' `4s WALL MOUNTINGS �+,M.1,yN rr�l/rAy . ! Tl`+"" J SCALE 3/a.1- `r` EN` ✓ ..,pvMMy .". s�, @ -1 .AN, SCALE 3 6.1" ��A i/,/fk... SCALE 3 8at" . �G D.: •.,.. f LLI iwoetw mom WK= O.3 3 3 = FLORIDA BUILDING CODE Non h Vrlool HuTriaone Pone ,yy.. CENS`A, ' -?'i ' FLORIDA BUILDING CODE (Non High Ya{oa71y Nurrlcant Zone) - 0, 44')'K7.7 FLORIDA BUILDING'. CODE Non W h Velac{ Hurcioona ZanB). 5- r AROM r•^ana 0x) 3 a. * * ' 1Y 1 °gyp ' r'c. 24 GAGE GALVANIZED STEEL STORM PANEL r'"'�.t ON , 441 sT z " nT60''e' 24 SAGE GALVANIZED STEEL STORM PANEL ORA F.P. Nn7FC 5 "a+• STATE i}F .GC a 'm TATEsa. iNa 24 GAGE GALVANIZED STEEL .STORM PANEL , hIi4.M tRaSY aIs) a 3 Tj2 �. .. z 4•" „.___..� -....... I, INSTALLATION ARE ONLY VALID FOR h:S.D. O£sl = . * S _.,. t. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. S� A4: �_-:-._ -.. - Z AGRrL IDLE pLBee IVAj : NICTOR � STATE ° a7ml PRESSURE RATINGS (p.B.1) AND PANEL LENGTHS AS iT '& >r°"`' ---'�- mlail ° DESIGN Pi3ESSUR£ RATINGS ,a.Y AND PANEL. 4� y +t' " °T' '11121 {1e_ GLOBAL PROTECTION PRODUCTS. LLC. ate. PER ELEYATTON DN SHEET 32 . gTATE O=.'."'t�'-�" _ IL I�'CCFMC, GLOBAL PROTECTI01� PRODUCTSF L1.C, a11ea D (P } .�t'tf. LtJR . .Y_,�...v.a iL ECi tNC,. 'GLOBAL PRdTECT10N PRODIICTSM 11.C. wTe I TI2 - ";,p4 AZaR)i}i IL E C o f.C. LENGTHS AS PER ELEVATION ON SHEET 12 h .___-..�...._.__. __--__T i7i�'l ,qK�, 4mG AI" 61 s1RETT 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD 's�,,YY .- •,.•°•..• + 1tluT TCSfl1A0 a o MPwxr. IF" TRL7T TEaTxta t o olaAHr S/ _.a Na ixIMrANrY tL__...-�_.� __ 1 T" r-^C""E,+� MINUS, n., 3337A .Q14kf .M1R14 ,• . 1•, - ----_`- 1 TC. N. RSA R, r. SFA 11A51IM 44,[9t;-n an» - T B EGt y ... 2O- t 75 I .....• • R., aa. K R1. N6. AwrYAx n ai(A W. 61 ,41}IFLT '"""` h� � Amu S.W. 5i >R� _. W 'FAT' 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD DN AL , !' �"-..�"d•C to xLr�, L►, Me. +.mow wme,, n m� oWtl. n. autq Z 3• osa1.m tVA ANAL NiM ,r� „�., yrAL4r1-iBw, fet.ICF1 a? -URN t41(YE: (66EyQaR-7su, rA%: 44aA7eew TRT 2D 775 MEMBERS OBE SO EQUA# PINE N 2, W/ 5P FTC ,.. ,+` a{ ,m„I�I . r.,.c°�in'-,m. ta6+ -7dla FAx. (oI47pM-aroT MEMBERS T(7 BE 'DOt)iH€RN PINE No 2, W/ SPECIFlC 1N1N1HaleT"` 1 d N:«+. m-,mo n,-.;TON +»TONE: (Rs.XMs-.nw, rAX: (Ra.kre-SrRT 20-175 .": : .:" :tVIAw41a Na. w 91Jb410 Mo: IMLIEN A T4tF1 Jr.. PE _._. �_ _ HMMBH u-aacl7ta aw .e a�1r .AL w.. to�.w .u1Aa w S% ",,... tx-tlaa»r9 .ItN. rss+.. A.n DiN517Y OF 17.55 DI't EQUAL. cl-0210 ra r. ...rows a Q _ 111 H .-1.m lwnr.+>.. DENSITY OF 0.55 GR EOIAN,. �,,,,,_, Pd SEAtf9Bt41TYPElOATE . a8'st-,u a 1 +1�' =,.-, I1TEA A TRLIL y.. R.E s I .ASTER A TON lur} NE SHEET 14 W is RIMI� NA 1E 1 . r4 n-ia _i 4163t Ts Ot is PL GIRT/9GiR T10a >& 4ai T ixR 11.T ; ARM it OF ,s -I•x1 - 12- SHEET NO. SH 1.4 __ ___ - - __ II� ; : i ____ ___ - _ i i '�� : d il. l l ti t L IT.'.II�iLci6:M.4LM IRuu 11Ba7LTt1IlITu..: ,.4.,L� :- :. : EZ1/18, - EZ1W/1a ANCHORS -- - ' (SEE SECTION Qf & ALTERNATIVE E11W ON SHEET S Max,. -+3MPx,- aa l 1` Mn.l 1C5EE N07E 2) i (roE ;' ."�"'Jw/'�J i✓'2) 1/2' 1i0 E3/76'0 ALUMINUM I MW R]YEr *LAST PANELQTO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE `o O o o O Q 0 D : - i PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED I i ?D BE INSTALLED FROM INSIDE OF STRUCTURE. I i f _A*2� f �.} !! L j PANEL . NQTEs ,._ OF Su 3 0). j J, 'IT 2"E-Z HANG STORM PANV- SYSTEM { {CkU PANEL) (INTERIOR PANEL) (INTERIOR PANEL)( (INTERIOR PANEL) (END PANEL] NAx i CON ISCikG Of PANEL + Cant, TRACKS TOP & BOTTOM, SEE NOTES 2. 3, 4 (( I 1 ` I SEE NOTES 2, 3, % - PANELS SHALL ALWIyYS 9E CONNECTED TO AOi7We FMACK t I 1II I I I r 6'=0' (2i• OENDTHERWISE SUCH I � I � ! � � OTMERWLSf A STOP BAR SHALL BE PROVIDED AT TDP OF SUCH S i S PANELS. f{fE{{ a j PANEL LEMSmr _ `� S (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION >_ 1 1 SEAL_ CONStST GF 1/4"R-20X3/4 M S W/ 7/5'ax3/32' WING • - 1 i .,8-,,,CH.zE:D PANEE5 Wf 1/Ar-2Oa7` ' NUT OR 1/4'00/4" Min; THUMBSCREW INTO TAPPED BOTTOM I { 5.6. a0L1S` W,1� a Fh LPJEALAP TRACK, LOCATION OF FASTENERS MAY BE AT EITHER OF TWO APPIC. r (SEE SECTIONS AS APPLICABLE)MERI ll. FIAT FLANGES OF END PANEI. ) 1 1 Box� . Lj 1 -1 I DF °1" (4) IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM �_ - MAX TRACK (].s. A STOP BAR IS ONLY USED AT TOP) AT l:£ASY IWO ",_..,�.. .f.. _ i .. _.:_.._ .. _ _ _ _ .._ # r _ (,.„.'..-� ,..t, . �._...„., .�„ _",_,- ,, I : PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS I �II�, I�I��a:±� �li�� i INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF ° PANELS TO BOTTOM rIAaK MAY OCCUR AT ANY PANEL LOCATION, JJ_.Lffi...JJ__LLJ.J1L.lJJ_L ",•,tJ-iL.L11,.- L.J.JILLJJ-f.,L.JJ1�L..JJ-1,1_7J ......_._.� . a y.: 3- Max L SEE NOTE A 3` Max. L.- I" wn. .., y,A/ t RiSTA:l1A710NS ONLY VALID FOR WIND ANCHORS SPEED UP TO 170 rn.p.h,. ._. tSef SECTION EZI & ALTERNATIVE EZTW ail SHEET 18) Ezt/lk Ezr w/f B TYPICAL ELEVA110FOR SERIES 2900 -Z }TANG STORM PANEL ( SSYSTEM (t) SCALE. 3/32"=1' \2.687'04N D4FRiN' I jd' IA4x, GAP 'i -"i �r i .._. 14Arr: GAP - SECTION A -A SCALE: 3/32--1" v'si• � A Ttj j�fiA74 =:D`,�y1iti:•' E "'•:;A9 FLORIDA BUILDING CODE k4Dn Hl f1 Velocity flu cone Zone) i 0, 44167 •: <mwB T0'T�0' "K. 24 GAGE GALVANIZED STEEL STORM PANEL wealr s,,... * i art'..' STATE4 - - 11 "w atEc- GLOBAL PROTECTION PRODUCTS, LLC. yO3s 0 Td t EN4LNCERPIa CDN]'AMY MW 'a-P. 51 STRW • •Ofllii •. m. � Rk sm �.. aAows n n„k aa. a wr. 2D-1 Jb ' r w� t'aa4Maa-a �rw'nt5s*Naa-�f S? rmat snm` r�w.� t �v_,a:, �µ-OBPld3/9 `9 11t1I111111'It 'HFt.TYN A, ,,# btt )L a¢ 1R-tfIM9A LI{/7€r 15 td S6 ENGINEEV41ING ENGINEERiNl3 EXP'Remme PRODUCT EYAi..l1ATION REPQRT September 15, 2020 AppicationNumber. jas6e.1-R2 FX Ptolect'Number, 20-315#3 Product ManufacturerAll Ampncan Shutters and Glass Manufacturer-Addresa; 150 Dome Road West Palm Beach, FL 33409 Product Name-B Description; 24ga Galvanized Steel StormPanals Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Reguladon (Flartdo Suilding Comrnisslon) Rule Chapter BIG20-3 005, F.A.C., for statewide acceptance per Method 1(d)- The product noted above has been tested andfor evaluatedas summarized herein to show compliance with the Florida Building Code Severm Edition. (2020) and is, for the purpose Intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be require] following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing #20J1543 filled "24ge Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)'„sheets 1-5, prepared by Engineering Express, signed 3 sealed by Frank Bannardo. P,E, Is an integral part of thus Evaluation Report- . TESTREPORTS Uniform static structural performance has been tested in accordance with TAB 202 fast standards per test Tepoti(s) #BT-ASG-17-041 by Slackwater Testing, Inc. Large irissi)eimpact resistance and cyrkC loading performance has been tested in accordance with TAS 201 and TAS 203laststandards per test reports) #BT-ASG-17-001 by Biackwatet Testing, Inc, . STRUCTURAL ENGiNEERIING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analisas to quaxIV the folhxW7ng design criteria: 1. Maximum Allowable Spans 2.: Mimmom Allowable Spans 3. Minimum Glass Separation 4. Anchor Sparing 16O SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-06601.(@66)396-9999 TEAM @EN.GINEERING EXPRESS, C ON ENGINEERING E XPR Ess, COM ENGINEERING Page 2 of 3 All American Shutter's and Glass - 24ga Galvanized Steel Storm Panels No 33% increase In allowable stress has been used In the design of this product. Separation on from Iang is not raquiradforinsta11ations,ouCata of wind Zone.4 and essential toct es, Impact Resistance: Large Impact Resistance has been demonstrated as evidenced to previously tasted test report(s), and is amounted for In the engineering design ofthis product. Wind Load Resistance This product has been designed to resist Wind loads as indicated in the span schedules) on the respective Product Evaluation Document il,e, engineering drawing), Installation This product shall be installed In shirt compliance with its respective Product Evaluation Document (i.6 engineering drawing) along With all Components noted therein, Product components shall be of the material specified In that product's respective Product Evaluation Document (i.e. engineering drawing), Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document Le pr a pe curd { engineering drawing) as noted herein: All supporting host structures shall be designed to resist all superimposed bads and shall be of a material listed in this product's respective anchor schedule. Host sfruoture condtdans whichare not accounted for In this product's respective anchor schedule shall he designed for on a site -specific basis by a registered professional engineer. All components which are permanently Installed shall be protected against Corrosion, contamination, and other such damage at as times, TINS product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, Frank ElennardD, PE ENGINEERING EXPRESS' I$PE0046549 J Cerl. Aud), 9884 160 SW 12- AVENur SUITE 106, DEERFIELD BEACH, FLORID„: 33442 (954:) 354.0660 1(866) 396-9999 TEAM OEM GIN EERINGEXP RESS, COM ENGINFERINGEXPRESS,COM TRANX-11R7. �tl)U, nr r .,}.- � u N m 9 0 A 1 t tr er uaec J I ^r " y r. w^ F - L:I r Dar E .1� IT�'u Ilm E 413 F, z t I R• Io v a 4 J-• L bX L rbi P h I W "JCL r,;N •a,!ra rc. - - n r�.Ltt',.r.': 14 - 1 L LE Ao A] > .rc zl G z 3 I I ti' 1 r Ili' C x# .:4TJ.. 7•'. J R O _ _ 111 `t arnl T _ _ 1 - - W , 4 w 5 UT�U' LrJ i.d0a- r NLl f -LN - vrrr A H w+: 4: II IY-k:, 4r 4 1 - �ALl_N�RNAT-BULL�tDUT „F nWTIrR:EttRUBI0N5 Y: Pr A N,I I Gt # S Ca4 TYI*F nt. 1 fl if F ly�� � NI k rVj -F I, 1 CCILI G 00R OU rSCLT30 Ii H Ill M N N r: ,. Ktv.,, lJ ox nwnlunu rexuul6.I,nnn i�-r ;� i '..err! drat atNV r_ C TIl L"I DIL U _F_r ii l� LV" Il II4A'. lNa �I t'n YE VN .o.J b 0 -_ It- {.. ,•�fi IL .AY. : N1_ . - +:L_ . N Lti v :1T �L a Y t_RE=, DID "rtrG A?-_1:LR':I ;d ICH{'. ,INY.[sv-x vYLMhv vn= t�i 9 W m. =i "TEE - .,tE iLCLP 1>::I ,Il;l J II E e Cr n Ha epp 1' Q a of E r I a. - w L I 3:r" - 3 r wf- _ h , ,r I t� VVa - "r_7 3C G,U2 - IBC I ' J I J. I k H. R S I «! r R { 7 d R eta T 9t>T'R'41RFPI31(NM1'11w1LaTE '.' irp'4?f.-Iw1AF�Li =f.1ar H{A : ..;a -rtirh-Ill.. 20-31543.. TJ ,�. 7r T?P - . " =1- ' Ace oeaauPlxon' P 1 I'e`ZfAN.T III �O)n�ONALTgP)BOTTOMCia9U1{E D-rAiL i Lb 5•Y+-C 'Jf'fFT'"T^'-4'-' S V aYVF fF tT Cy - r i n I>`I 'c z ..oil "S 7-A /�yY: II. NH/r Ytlflk MiRlNt f: 4..IlnN 'E (-'S 'Y LarR.ttlNrAl1:1 fllnl .hHdlttR INSIALLATION INTO POURED CONCRETE, CONCRETE .._, _E7115rING POURED RM OR 1 GONCNffE BLOCK riEOU7- _ I l' ",, 1 A'Y TAPCON ANCHOR N 12' D:C. I I ' 7 I ! ] - � I14M1' HEX HEAD TEK 1 4b TAFCQN 14X7` APEX HEAD TEJf FROM WOOD F�nrrf% iIEW11REo ?? SCREW 4 C FROM ANCHOR M 12' D,C r, k SCRfW O A' ',,._ EDGf OF6 t ILA (to {• I� 1 r' EDGE OF 1( 1 �-I � 'sYs4.�e ,r4-.-aI.,• 1 >3 R Ai iA. ORALFP -1/2 (pep j-..._ii. .•.: �' Mir,1 ! B-SEPARATION 1 { _..) 3/le"R E1tlSiaN3 X To CLASS I R EI[iSitNtl R EPARAI,,. i I /16"f GIASS�II AWMMUM POP GLAIVET.S'S "ll To OLASS. I NRrTINUM POP i{( i14_. O• 93 IN%}S W 1, I MEN DIDE.IP _ Ai P'_...R _..-T PA11E4 tENOTH i '4 S.rnlw -..n _..`. � ( AUY __'' .__._...__3 PNtE16 LiNGM # I '1~SO AGt.hiS. i t `•,%/, MNE aBox THUM�CR w 917".E i�..14UMI OF (2 IMUNI 0 1 1 tA".R TAPCON ANCHOR as T2' 4.C, Y/A"f 7AF`CON / '.. £A41SnNfi POURED ANCHOR 4 72' 0 C "I L`ONORETf OR P d ,� F W2 WOOD " CONCRETE BLOCK REWIRED REOV RED, WALL MOUNTIMa tali l I�NTING swnoN ai SCALE 3/8-1" ALTEBM�� EZ7W SCALE 3/8-l' `'�Y1 piFT�rlrleal c_.H c ,EN r`` tlftTi S k MIN. PANEL LENGTFJ 1. INSTALLATION ARE ONLY VALID FOR MAX. k&D- DESIGN �` BE 2'-6' PRESSURE RATING +/- 40.0 ps.f. AND W-Dk MAX"' LENGTH. FLORIDA BUILDING CODE Non H1 h Velocity Nurricone -F `lLnnO' nr 24 GAGE GALVANIZED STEEL STORM PANEL x '7STA ,# : �y • �Iy� cI'•. ��k GLOBAL PROTECTION PROOUCTSr LLG.PANEL ^, .p•.""�11LECOINC2. +mnse:s+.smm '$ [7,,;. �n Zane} r'v` DTI2]J3Aw FOR NEW WOOD FRAME CONSTRUCTION: WOOD yp, •� iv rummo t eoMPA kN. xn a s rA. wsn+x oepak, n X1}ei ar1+L. 5, 3i]14 20-t 75 MEMBERS TO BE SOUTHERN FINE Na 2, w/ SPECIFIC +rA S' .. rxAA / L DENSITY OF 0.55 OR EQUAL. Frio rrn1N4i1 TW!F✓S1N1E w a�.w .o,arvle aka L3urIBIc Nal B9LL10t A nu:3r dr. P,C yr/ -. 41RY1 lA d' {b ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS tRVHZ & NON-HVHZ.) TOT rl-N TYPICAL VERTICAL MOUNT ELEVATION ], - N7.a, ELEVATION ��65T12bCT10N T-.-T- ILOGATWN MAY VARY) erJT-Cm M ONT (DONN-Y 151AN^BELOW I 1VFff AS REq'O) OBSTRUCTION) - PANELS MAY BE NOTCH ED AS REQUIRED. OPTIONALn-2DSTLTCH BOLTS WITH WA$HERED P;0VII)ED THAT CONNECTIONS AND AiNCHORS ARE y15,D VVKILH S%TISF`f VANGNUT$ FASTENED@ SPANS ABOVEa BELtlS'J OBSTRUflTION: OVERLAPS 0 M'IOSPAN t _ APPROPRIATE`BPAN TABI VERTICAL MOUNT ELEVATION NOTCHED PANELS N,T:r.. ELEVATION, ALLOWABLE PANEL SPAN & GLASS O A HED SEPARATION SCHEDULE' A C U 24 GAUGE PANELS- -- I r P Ti ROM 5 MINFMUM STORM PANEL 5€ ARA. DNf O GLASS INVH VANO ZONF 4 $ EN`TIAI FAC ORES t EIS A ) I MAXIMUM 1 DESIGN ALLOWABLE PRSSk t �I 1 ATONSIFccINSTALLATIONS A7 ER THAN3WAaDVEORAOE tHAN50'AWVtGPA E faD { 3ia31M 6a41n i6r 35 _ ! 13a 61n 51�1n 15( _ ( _O.4in soy tn� 2161n _ I L'40.n in 50 LTO,U In 1/-SS 1 +! 6F1.. $aa fi M_-- - --_ 5a uw J1:61n 6.05� ..k61n _ 3 1 .-... 69a'rn�- as1 rn a E5 1 i �4:a in BILL sn 272 kn /JO 1 36410 __ 6. 2.6O fn r2 m L_A7-r2 2IINIn 617$4h iSafP I SPAN SCHEDULE NOTES, 1, ErdiEa $PAN SC#TEDULES WITH NEGATIVE OE_StGN LA4D & PANEL FAS7TE'iEA 6PACFNG TO DETERMINE MAXIMUM ALLOWABLE STORE) PANEL 7w SPAN, ACCEPTABLE F U H POSITIVE SCLOADS rS THAN 10R USE WIT POSITIVE WADS[ LOWS. THAN OR EQUAL TO NEGATIVE 13ESiGI3 Lanes. 2, ^PANEL FASTENERS" ARE STUDS USED IN C O UM ON L MOUNTING EX N7 C'7t wITH R 1EXTRUSIONS N5 ('F"_TRACK. STUDDED ANGLE, :ETC.), USE 4125' PAN FA TA V R O,C: & FASTENER SPACING TABLE ALLIES FD ALL'H"- D' "-HEADERS (INCLUDING BUILD OUT AN U CONDITIONS) 3. RTOB ACCEPTABLE, OTHERWISE u5EENEXT EHIGHER ]GHR SLOAD. O GLASS SEPARATION NOTES: S 1, ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE N M M A A SEPARATION FROM THE OPENING TO BE PROTECTEiT- M.2 I U LULE dRE UI RATION USE NI 2. SCHEDULE ]S REQUIRED FOR USE WITH POSITIVE LUA135 ONLY. e'UTiIIYM MaL,'m INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER ICONN `YM, /4 LOAD. Kral+J 3. FOR INSTALLATIONS OUTSIDE OF THE HVRZ AND OUTSIDE OF ESSENTIAL A R HE SEPARATION - F HEDUL5 S ASTM WIND 2pAE5 ] THROUGH 3, E GLASS FROM E SCHEDULE 1S NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. MAXIMUM ALLOWABLE DESIGN PRESSURES: dSDL?IG DESIGN NOTES: POSStTJ9NE AND NY TIVE DESIGN TREASURES CALcV'IkTED SPAAAI'E ENG[N 1NG INMACC'AOLRDANDC,E IM1 THN}1E PER COVEµµNINGCCap PRESSURE RE6UIREMENrS.AS gEFERCCORDANCE WITH ASC•E 7 AND CHAPTER I5 OFTHE Fl-OtUl?A BULLDING CODE SHALL$CLEGS 7#iAN Dqq Q�U Tb E POS YE OA NEGA77V DESIGN PRESSURE tgPfiCITY VALUES LISTED HEADNFDRANY ASSEMBLY AS SHOWN r^-Chl CD Al IltfV rr-C.- iJ BEEN USED IN: THE OECT ALL BE RESPOTISIBLr 119. DES104 WHICH ;ALL BE RI,USRer1 nl ©N MAXIMUM TESTED 6Xai'1N MAY 6E INlERC MANGECiA5 P tm 5 MAY 9E MOUNTED VERTICALLY OR MENT 1} LABEL IRI A: PR:OOOCTAPPROVALNUM6ER VISIT ECALC-I6/31S43 FORFr [ ,lrT :3 MHT eY6N®i1NBEXPR686 CDMEraNE FVRR111JRlof[ALPLANe IIH'Urtt58 REP7U(CB MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT s i it z E, +6 S W p 5 F h +�Q gg E gi �q 2 P� z a B. H *H° H PA.z 4 0" " 24, 2s 22• fi o- 24" 23" G1XU 'u' H. O" tt' O" 0' 23" 24"' 2S" 2a" 24" D' ? i" 2 9' 2 G' �+ 2 2x5a'U"HARABr o" o" O' a 31". zr 2A` . m 2A" IT- 2e• 2as8�Fla �a" 2a" ]-" 1 30^ 1^- a- i 1 3i'1"a3^ sir 11" 50" r 0 1AtlPW."i` T etc 'r1" 2 4• 24" �" 48" 3Srr Za' 46'° 24" A8 3O" �S" Tack T6° 2 25". 3F" sa a0' 9.P 31" 55" k� Btatl. i MPa T2" ' 22" az Fj rr M t Disct P[In ?4 24• 9P -U` H cellar T e` ff ff i3" 2 ' 4 25° 2T 3� ff 24' T3' �` O D] N rAaX z d' T 4" z A" 3ff A6" 5D' 24' 46" 24" Afi' 30` 5B' BIVB AN -a01 MauM 2T 2r IY° 3tl''.. 31" in^ 3fi° 3D' I 3G" ' " Tr D as 2e" Ea" C' vnas aT n,r r'=exE1 IJ'.FNs'R5 LFS5 Teak neaSE kDTAn WTA&E A80VC „NE Hill' A2, N A� i 'M : fl1E fnY4{ATYA MAN h1AT HDTLL'i4R }. NO AM �4M GLA5Yn 15R W£Gt'#,E PAN HGhI19 „ESPSGNF MDUN11Hr*iRHEIMA'nDH RR DLL 1 IBRED TH TABLEs "Yon, 1I 511 Ll N, PEI,M F-Il NOT a s1i3Y �15vACs 1 P Yen ArA L1xwr Rxgu to I D saRATIDM GT.A SH?U N: Pt'kiriiAl['F USED YarT'LaVR➢DV]MDUNnNG GLKYa Ord, "IBRED SE tR9M � EIITH 2 e {WITH ttA W +BOUT S?t0" BOLLS ANC 1,3 _ . 4 BOTIw MT],* PANEL Tmr a ArBL16 Ta 14 i 9+ FasTr.Nms a 135` a44,aA' a c. 3 PA s v 3 IN1 usI <. r r Tre^aansanl TaP taw; EaTTDr cLosvads RE:.. a10. MA 195N ]4 N 14UM N DIRE t L a # 1] N^ EiASt'x" USINGANY MO dNp1P,aN I+,rYiYN NTt3SE DAAAYlR¢N rERI ufAERa Y, uNATrLr, 1 L OPTIONAL INTERIOR FASTENING DETAIL + %N,T.S OPTIONAL EGRESS PANEL DETAIL- INTERIOR FASTENING v A6c l4 as ci= yA�] n, AD N 2q m� egl aw KID a 2.250" L),c9A'• �� 99c" 2290"' Op50" ijA =v 61Euz - ai.T5[7" . b94" o D.iO 125°... DA9' - rya 0,126 a� ]$. o mI �nas4 Doi° .Tzoi YP � TaYGA p - 8 � O 062" Q.Obu (1375^ D62` T_D_125" 2000"..I- 1 12.DOD_: 'O.c6Z° Ll'P. ifi,BS -4 Wo" "- -.! 2D2Q- r12L • - L AO FH° HEADER a : _ R. :rn SUAD--DliT "U" HE0EtE 4�DLE � d-PAIf Gu3S11Rf 5:_ D.ANDLE... ' 3:3B0' MAX. .31 S 0,3.76 D.31355"ll It' 86b FS5 :-! 404659'° 0,3z6" I- -''. ,65fr 435D'r. �12.500"PANELGOVERAGE + i I 9,179 "�- Q:19r� aI 196« t" - fl:$BB.. 14,975° PANELLEN Pn 1{r D 2s0O,QSD' a '� '�{ LCG, DxnF.AnaN- b,oaa" III-0tl9D" L xDDean�"wT qT zls (zls Doss" a.aln" AD 33s D.3Ds«: TYP' 7YP. D 7-0Q" � BRA -1 R_ 0,Q9D' _TRAck t O 0:957 II. � 8UIC0diT "r' CK T CN 6 m6gC" WA4 ER6D NINGMJT 1 NEYXDLE W� r D 376" U � A392" k. tKu-Ann s,J 9 ' DrR[[fitDN ReJASED. sTi4. raF Cr yraLL ".F' AKCLE 'TF3ACK TEft1EN0EQ1 vl,v:Cl- Vta �[Ararn ;; 1ER0"' I Plt,r [u ], INl,.iall - OVERLAP v zr :c = 4" MA K: ,?+. EORI 5RCLOSURE DETAIL 25" MAX, 7 0.166',]- rlhrl "3rLnE '� 25"MA%'.r MA$' .wT FN ar c -s n1- Nnrr rt T.. exF�H I BUILD -OUT TS " 3 A� Aar• •JF < •• i ' .:- :':: Y 1 T " f. " kl :IA I pISTANt I it r 'NAI I MglI1J 1NF Ili t b Y 1 11 n Iv'ra rc lODD° 9 Lr) F Y 2 1 ro'" I A 4 4 >w� EMBED t,6. I41 OVEKAP- .;.cu 1 x n 3.920 - .. MAX - y+,,.wln m Mn1lrulr e1',NRL,nnml �1:50D° �,25" MAkL E AP 9 - c LRL L.500". u J Pa L1 L, n A.e ui ri, &•.MAX MIN. ].s. a,n-^-iA WJrt IIPba° .i. n1 '3Ac.i `�'OaRLJER:AdSURE DHTP]t a4'=3:._ 1 Nam;; '' -. tBED >rti m 11e. FnIr.<TT,- /'; TRal}Flourrt cLasuaEnEraia rn . _..r U HT5 si Y r S fy: _ E E _ ;. E AADE _ FH r= le _ - F T ANCHOR SPACING 24.GAUGE PANELS; PANEL FASTENERS -41 SCHEDULE:=` R 115"-::OIC:, 4" HiGE DISTANCE 3 J *MAHtt XkNH:glll9r n nRwl,Sa't S;6a Izn,.ti �i .. n d M 0 a R e TT ,LMAXlDESIBIM D e 7 rJ yp 0 t N P =o a S s x WL� r P: - 6S V,w "x m '. r -� 2 �r ry z t � B 1 N rc W [9 log s Ui CD Z d 0 t7 W y: vN m u, 'v ro t.} # J J 4 � E 9 - ANCHOR NOTES: 1 FtNEHORSCHEpULEAPPLIES TOALLPRODUCTS CERTIFIED-HEREIN,.BUT ONLY PROVIDES MR$MUMALLOW LE ANCHOR 5PACiNG MAXI MUM ALLOWABLESPANS AND PRB3<URES INDICATED 1 AD AN SN SP EDULEB LLAPPLY� AN CF3 Ilk 2 ENTERANCHOFr SDHEDULE BASED ON PANEL FASTENER SPAf1NG,iHE EXIfrT3T4G STRUCTURE -. TE A 8 C 012 "LV E SELEECr:DE96 LtJAD G EATER THAN-0R E UALTO E.,ATIUE DESIGN -LQ4 E N- SELE 5 AN GBFA f O E -:TD 5M SPAN, ' ❑ON Sit RA O CT. P T RTHAN A U. UTTER. SELECr UTT ¢ PI-j I Cs3NNC•CnpNTYPE RA,BED ON APRROPRliI'FE MOO NTIjJ.G GONOTI.bN (BEE MOUNTING DE'TAI,L50N'• SHEET2FOR jDEFRITIGATiON OF CONNE TION TYpEL, 3. "PALL FASTENERS" ARE STUDS USED IN L'OMUNCrION WITH ALL MgUNT1NG' EXTRUSIONS ("F"-TRAQC^STUOUTEDANGLE. ETC, U5E6-25"O,C PANEL FASTENER SPACING TABLE VALUES FOR ) ALL "-ANO" "- 'DERE 1N U G:6UTLDOUi OND bN A H U HE C7. OIN C 5 A t LIT .) OATID ANCHORS HA B TABLE[] A R ANCE R M FALTrait kECD N fie; 4 SHALL IN CCD D W H MANUFACTURERS' RECOMMENDATIONS, 5, 6i0LLOW EI.QCK HOST STRUCTURESHALL CONFORM TO AETM C90 BLOCK, EM : EN 5 LLB - NOTED R -'ED LE- fi. MINI UM BEDM 7 HA BE T IN STU U M 7 MINIMUM EMBEDMENT NDEDGE SR L9LCLUDgSTUC' .FOAM BRi AN OTHER ALL M BEDM A DISTANCE CO DO W. 5N ES. wALL NI E5 B ALL.BE LI ITEQYD L � " PrN'T]R 'ALL BE ERIFIaD' Y l7CHER5 GI- TEL TAAN5EFA I:OA �.TO HOST .AUGT LIRE: UA Y QS 5T e _ CO -' E A RS N E H IN LL BE EM86pp� Td UN• CKEp GON ETE O LY. iT+ CT1ET rlCk4 OT D ERE SHA CP„A GR N N 9 w ERE I5 GS LIRE ]5 OOD MINE E%ISTI GG� ONS MAV Y E Ex TIN TRUCI FWA oNDITt LIAR A LD W N ERI E E I DAOE TE DO :ERA I B E €SCS FA - LNG Y FY THAT FAST NE-T ARE NT A W P M NO MF11 ERS NOTP PLY P STi=7"! Ql TO PLYWOOD NC:HOR3FASTE["STO FOR OWEA`C05,C1REPIECES, 10, WHERE ANCHc3jtS FA97-EN TO NAR}t91'N FACE9F3TUD fR4MINb,FASTENER-SFIAiL.BE LDCi1TECl IN STUD FOR WOOD EDG,515OR PETER DENSITY, FRAMING), NOMINAL 2" Kb'(MIN:)WOb EFLN PINE' FRAMING): WOOD 5TU0'SFWILBE"5WTHERN PINE':=p,55 OR GREATER p€NSIiY LAG SCRE4y SHLL'. VEPHILLIPS PA HEAD'O H:HEAD, A HA N R A 11. REMOVABLE ANCHORS ARE DEWALT 4ANELMATF .ALL -POINTS $OLII}SFT ff BRASS 8W5H1E1G: MACHENE SCR ME SHALL HAVE I - NI FNGAG E T OF READS IN E BASE 12 E A MI MUM EM N. TH 7D TH t2 ANCHOR AND MAY HAVE ETfHER A PAN -HERO, TRUSS H€AD, OR WAFER HEFO {SIDEWALK COLT) U-NeC- 13 MINIQIVMEMBEDME-NTANT.YEDGEDISTANCEEXCi;UDEBBTUiC O_ ERWALLFINISHES. 19 btkGNATES ANCHOkboNDmol,44 wHTCFt ARE NOT 4SCEPTASLE.USE- is ]Ia DIRECT MOUNTING CiDNDITIONS U5 LV EAR 1NTERP[JLATIOR 15 NOT PERMITTED FOR USE WITH THE ANCHIOR'501EDULE5 Ld5TELPON TF IS SHEET. m „ yy g S B gg a g R F t g §$ Y d Zi S a $� _ 20-SIS43 R►fe - e E� 2,5^ El>Ge nrsT'aNde _:..: ? 'r pNCNr1R' ►RERNNlE PL TY PRP SPA P 0 6h llM id II'-6' a -_. : VPTQ ]O-iR° SPAN Call < C4 �Gl 2 C3 CbM E- N TYPE G] C2 C C4 3 GDNN TYPE P C I C2 d3 -C4 SA eiO 4"LMgtL 1T:ULT Cal DEvea RA I ' a¢ [�.YIRwNIi• I?. 5 6 4 1:5 a. A 302". 6= `8 12 5' 160 Al" b ' 1' 80 d�5 } fib Bi' S" Y2 It: D Sb" YZ S izs lea. 10.11 1 6a'A� 6 a R 3 1 2:H 12 9 101.11 360 61" HL' S4" S2 i B i6o 5 ' # 25 i6 1 S4 11 81" 125" bD &1' � A = n I I II 1F' D3 D[ TUL BI w'AL TPAC r 4] 1 ! da 52 72: '26' 60'iC 1 rP'. 124 ] 6H i5.➢". 1 2D' 126' 360 i3,A"'i07"' Y 2s ]60"16. 6 139'-3z:5 1 D $ 9 6 125': 160 12°0"' 12 9 18 D" 149' 119 i2:9 Y6 H' iY9" 9 9r 32S' Cfi D 11 Ar' B �" 1 5' 2, ] ❑' 136' 6 11 tY' 12:5 16 tY 113" 9.5 S2 5" 16 D" IIx9" 9'5" 32,4 369".11H, P.S'"iR:S 340'i]I9" &6' 1 125''. 160' 11.3 I .95" 0 x'Tr H' MNI•li i3: dL. eft r stun sQ" ]R s 41 4d 7 11111 16 36 _a a ]6,d' z 19y 6 i:7"1 'i a4 a 25" 1H0 4tl'11 a r 9. 12 ' 4 is o^ s,fr i a° ISIS" a.i i a tr Its'" LnE 1 i6 D s.s ^ 1 1 0 711 129 'Y z i lfi 0 .b, i "id 4"' 6,D ]3 i3 ia3 y I,S 2 nz ::9 1 fiQ 1 a' 6 125" - S' 12. 10,6 Ld, 6 1 5" 12 i'! 1 D 125"'lO 6 "1. 091011 1'Z i. 5 " 6" G. li5 ID,6. Ia:5 164 ,: 12.6 :, iL1N i2,3 :, Sfi3O ]2.S'10,4" I ,L'r'L'@IMRYt I: 3i Y { \ 11 p k AIF to A IM rr - §H X 5z. ]i5 12. i' 1EO'16 !r 180" 6 ]en'12.5 i 12.. i leH"1fi.➢"14 is G 15 J' ? ' 11 4 I'll. 125" lfi D'16f1 i6 D i§ 6 I a,6" 113" 1 Z 5 6 0' 36 1 d5 ]d,1' Sk_9 ]d fi t 53 .11 t G SSS 11 d" xzs b :aD ] a I. 3 .6 6 1 0 155" li z 1g, "' s 3i�S^'1 2n. -n d1� M MAi D®YGN AYCR00. PRESSURE TTP6 PSi l:PN/IIPlD b-1 f' iiPMY 31n 114 /J'•IU -!ilIV1rI IIV HIIIP-.111' -: CON X-TYPE L1 II C3 L A GDaX TYPE Cl Li L3 L4 cDNN TYPE CY [2 G:.. ✓3 inn x]" EM 6F]) 'd3 Atlti-.i[I-roV #1 1. 4 a 52 J2 12. ` 1. 160 0 4 Q ' Y r3' 1 2.S 36 3 1 . :: 7 60 S' 1 Y 125 SC❑ S6.a 86 12:4' 164 1S9" 5 } ]35"- ®➢ 1 H":fi o" ] § 125 ]"0 16.0 75 12: S iba L 7" 6A" 4 12.5' 6tl 4 7 1 7" 60"' a6 LZ S 3fi. a" 16a 1d O' 4T 1 69 6. ❑' 1 6 2 1z.9 16➢ i 6➢ 1 " 6❑ 47 1 7" ➢ 4 6 125" 125' 3E➢ 1 Y" 6D" 15D C Al?al Va"LMBrt': 3 9 - SL - 4'l004 RE'4J 43. 46 52 2Z X.1�1 ' [M1IB[H. 9 1/4 / 3 PG Al TA Ra'CFAS- AH ' St 7 z 1 a 9 -60 16.c 1 1¢ 1` 121,511 ]5 v SZ 1" � 1 S„ a 50 34 " 6@" 1 s o 4.0 i f 4 3 a1 12.5 169 s S6 7 AZ 5^ 3 60 12.5 1]5 ,12,5 112151, ' 1 0`12,0' 6 r 6Dn'1 Sr 140' 9.6 1 f0 7 0 6.4" 5,4'" i25 125 13.5 s 16tl ]6 ➢:'. UO s;fi' S5 Bfi" 56" 9-,6" 3ti' li: �5" IL5'- ]29'" 12:5' 3 4" 2. ifiD 9.T" 3H 0. I6.➢P 6r5" S.4" 16 0 30: ". z S La S' 140' I33" Y2.5 160 92" 125 16,0' 1L,4" 12.5 144.-91"� 12-, 5" 36.Ow 21"' 12 5 Ili! Ifi3O"I0.5" 16,H" 41 1 2.5 Y2 :�9 lux., 16➢36 Sri" # '.0, 9.1° ❑' &i,'" 734',.'6"EMBED 33 r I I R1 1 IM'°H- 41 A Ill RP 1•r D IG 8 cla au6Nn.. 4 6� t ]z it5 14.""2:5 0 2. 1 IS. S 6:0" 1' S 125' 1 3B S3". 4.3' 12 S 16, V' -. ➢ T 5.9' 12.5 ]? 9. Aril" A i e.241' 12 4 9 L2 5 15. S,9 6,35 ia.3' 4,7" d 3 4:Y' 4 V' 125 42" 4 ' 6:26 123 dA 625" ]23 d:tl" 625' 12.3" 4 46 '.25 lz3 4.T" 4A' .25"' 12 4:T" 4.➢': N N N O U O Q O .� M U -0 O 0- 0 Co '�/^^ t! O 0 0- O N L- CL U ^ ..0 .� `/�'j v) z z W J N CV Cn�J CD W -C -4--j C/) v I CIO L_ 0- 0- U O ^^L 0- W v / M W LU c C Q Z z Q J SHEET NO. SH 1.5