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HomeMy WebLinkAbout6350 Bar S Bar Trl- -. I -A 1— - I - 11 1 111 1TR - - - — - I'll 1111 11 1 00 001V 1 �• AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GA 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 SO 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 Mll 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 DIED 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 MILor M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter alve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DIN or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof I 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 Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES LENN/�Rs� 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. O 0O ti O X c M ILL i2 N "O O i C N r M O .- C'l C Q 0O L U _ LL E C - M U) O O O C U .- T OW >, N FES 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. .V ;Yar M W oo r- C` o� oo Q O (7 3 N 1ap�op ik O) a! LL a 0 o�� w N U) I LL Lu a N C)a racov a Y 2S2 c LL L LL 5 a w � Zz YSO Z L N V' 10> t. o O w r'p N t 0 d' O J W ° coa cn�°' d c Z co a LL0 N M Z a N 0 O V vvi v U z N 0 z z � Q d V) Z a (1) 0 0 + V Q � U O w s V) U Q N �� M o w M o s LL E =o 0 w= Qs R E Ov x o UO oo �U Z O —o u Q o U Q a Z N a, ru < <o mw ry N = � o �g m� o z _w Z `=3 v J> �� <' s Z O � > og U a W < � aF CIS 0o co o- ;o a 3 0 C O i 0 rn m 0 L Q0 N T � t ^^ L.L �^ V) m I— 4J C) I� N C)N L.n N r ai C\V (D N o Z cc z :3 � N 0 C a o ai U � Q p � JOB NO: 22-02372 SCALE : AS NOTED SHEET NO. C S I L of I KITCHEN MIRROR 0 0 60 o �[7� 0 0 VARIES, CABINETS 2" LESS THAN BELOW MIRROR _ VARIES W MEDICINE ! 9 CABINET v oZ oz O > N > � Cl) � A OWNER BATHROOM ill I' I PEI ILI � I P-11 KITCHEN ohs BATHROOM 2 INTERIOR. DETAILS NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL TOILET PAPER I HOLDER i-Ea- L? v CV SHWR. SHWR. CURTAIN HEAD ROD p-- TOWEL BAR IN TUB OR SHWR. F HW LVES • BATHROOMS, SHOWERS AND TUBS 0 v DOUBLE RODS SINGLE ROD CLOSETS/LAUNDRY 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGSTHAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE FINISHED CABINETS 0 COUNTER TOP 30" H BASE o O 4 CABINETS o 60 b LL tiN q n aa. '- a °Q io zx FRAMING 4 o 1/2" GYP i N N "? BOARD FIN. FLR. ^ FIN. FLR. x SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS. SCALE: 1/4" = V-0" 1'-4"X1'-4" "L" SHAPE CMU COLUMN 0 CV Ln CV O CV 60 NFIA TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL LO C'7 O CD 1'-4"X1'4' "L" -/ SHAPE CMU COLUMN 13'-0" 12'-0" 1' 4" 1 V-8" 3'-9" 8'-3" EA HB O 35-SH ■ ■ ■ ■ I 1 LANAI _ NOOK'. _ - 1 8'-0" FLAT CLG. AFF --- 8'-8" FLAT CLG -'t I TILE o 1 12 4„ r 0 -- - - -- ■ " ■ I, II "I CL 0 ---- O o � I � 3 - RI I O Y � IElz FAMILY ■ 8'-8" FLAT CLG. I �I - o r I ■ CARPET I pi �I --- - 4 - - " - --Z,:21 2'411" 1TCHE M FL2468 8'-8" AT CLG. TILE 0'` C' --- - CV _ r% FLOOR G.T. LO ------------- -- _ _ -REF_ ~ --- - ----- - tJ 16 N 'L Fr9--- 15 T-7a' 14 13 DINING (3) 2x4 #2 SPF 12 STUDS w/ (3) 16d GG ■ ■ 8'-8" FLAT CLG. NAILS @ BASE 11 CARPET C9 S3 C0 TYP 10 42" H 1/2 WALL T-T' 4'_24^ g OR RAILING PER 10L SPECS 8 FLOOR G.T. (3) 2x4 #2 SPF _ _ 6 STUDS w/ (3) 16d i ■ NAILS @ BASE _ I P CV O Ch O L`ii 2 3 4 5 4068 ARCH PWDR GG (3) 2 x4# 2 SPF 8'-8" FLAT CLG. 6R� - r'8 . S3 W STUDS w/ HTT16. TILE - ■ AT BASE FOYER TP PE K °O I LAU N la 8'-8" FLAT CLG. 8'-8" FLAT CLG. D. aS4 TILE TILE SW H1 614 6'-74 " 4 0 T-24" W.H. 0" 1T-10" EDGE OF SLAB 2" BUILDER TO ■ BEYOND WALL p� PROVIDE APPLIANCE PROTECTION WHEN 1900 NOTE: FINISHED WALLS REQUIRED PER FBC TO BE FLUSH. FIELD VERIFY. G.T. 81-8" CLG. A.F.F. -- ----- - --------- 8'-0" CLG. A.F.F. ENTRYI 154 x22'-' -� z0 uJ z 8'-0" FLAT CLG. AFFr (ATTIC ZV------ GARAGE LAA�____J v -' Q OU 8'-0" CLG. A.F.F. LL 11 00 y w CCN TYP. @ SINGLE > W 1'4" 4'-4" STORY A (SEE AA/S3 FOR STEM OPT_)-- S3---- r - - I I I - - - - I I I I I I I I K I I I I I TYP. q@ S4 I I 0 ------------------------------- GARAGE I I 16070 OVERHEAD DOOR V-8" 16-0" V-8" 19'4" T-8" 25'-0" EXTERIOR WALL W/ 2x4 WALL PAD OUT HANSON BOX @ 36" A.F.F. DRYER VTE PLUMBING LINE TO SECOND FLOOR '--WIRE SHELF @ +54" A.F.F. w w W in J_ �OZ) m �UF=- U >-J °?� 50 = U o~ .0_ HB HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 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 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 O iNn"" NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18�X25 S.H. 13 20 X 38 1812 X 37 S.H. 14 20X508' 182'X50 S.H. 15 20 X 63 1812 X 621 S.H. 16 20X72 182'X711 S.H. 1 H2 27 1/4 X 26 26 X 25 � S.H. 1113 27 1/4 X 38 g 26 x 37 a S.H. 1 H4 27 4 X 50' 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 1/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 X 26 36 X 25 1/2 S.H. 23 37 X 38 a 36 X 37 3/4 S.H. 24 37 X 50 8 36 1 X 50 S.H. 25 37 X 63 36 � X 62 1/2 S.H. 26 37 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 8 52 2 X 37 1 S.H. 34 54 X 50 s 52 2 X 50 S.H. 35 54 X 63 52 1 X 62 1 S.H. 36 54 X 72 52 2'X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or class duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL 1117171,17,7777 71 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION jR-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN - B SCALE: y4"=V-0" ..O � � O ti 0 O QU N �- C Co >G .-- d -0 O �- Z C: N - - N O += N•� C Q� C E < fn Q O 3 > T O O J U .= - 1= «u i -L �+-O LU i •'A J �- • r � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD W co E F O M p o Q N N NoD c J LL Y G c. N W n' M rnrlZ- LL W 04 -v a Y Q -,, as w 3 a Z �yo tm°' c� °�0� W CN/) ¢m¢ Z M Z aLo OLLUZ O U CUA tL ❑❑❑ Z � z v� J a N U)V)o � o o L �'�• to w U O o w N C N U a E I o s�o o z M z$ J IL ce E E o E: z o �� Z> N ¢ N zo V F- r6 a= S oo °& c o oz z<a O E dz ao o wz N t ro azmo ¢� o Zz z J to N 3 < - o z z o gz aw W ci 3 o az =� o <Q >o �I co z a �U 3 c .0 s B co 0 e' rn a� L 0 c0 N U) m 0 I� N CDo N Lo N Q N 1"' ai m N a z E N a ro m a E •• -o v � Q o JOB NO: 22-02372 SCALE : AS NOTED SHEET NO. 1.1 I - - -- - t I I I III IL•:11111, ll e _11 i. 1 11 11. 1 1 11 i I I ____I .,III _ -. I I II F'.IIII i I 111i,I I I I_____ I I _1 -I I I i I 11 "I - _- -------- - - - 1- 11 1 ill 2x4 THRUST BLOCK C0 STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING OR 36" RAILING ��1t 36" H. CONT. GRASPABLE RAILING 3/4"PLYWOOD DECKING - - - - _ 16 j 15 14 _ 13 PRE-ENG FLOOR 12 TRUSS 11 j' 1xTREAD(TYP.) 10 9 8 1x RISERS (TYP.) 7 / % 6 (3) 2x12 `r / X, STRINGERS r- 42" KNEE WALL WITH 1 5 1x8 CAP & CASING OR 4 3/4" PLYWOOD 36" RAILING 3 DECKING 2x6 LANDING B 40CKRUST 2 j 2x4 FRAMING 1 TYP. STAIR SECTION Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. andrails: 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 r provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 nches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Wrier -stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 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 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENC LANDING FOF STRINGERS 7 CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH ^IN CONT. HANDRAIL RETURN TO VV/ALL Ur- I HIL B SCALE: NTS 3/4" PLYWOOD DECKING 2'-4" 16-1 " 6'-7" -2x6 LANDING 2x4 FRAMING 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR 6 (DO H1 6 O H1 EXTERIOR WALLS 1/2 33 SH � (2) 25-SH D2 TEMP D2 EGRESS I CD q2'-4" 33N B p I 7 w = - _ SPECS. 4'-4" cD 5'-6" o _ I c� M BATH! - _ �OY D I 8 C G 4 .-,TILE - ----- - ---G.T. ---------- cNo ---O4- 8.- x-.42 - 8 I 00 N RECESS3 TB SHO%ER D2 12'-10" 2 3-2- Sim. w/(1) TILE TO 36"x22" MSTAM36 ATTIC @BASE �ACCESS�;MFI OWN E R T CLG SUITE 8'-0" FLAT CLGTP-- CARPET 4068 B.F. 00 BEDROOM 2 N N _____ R/SH 8'-0" FLAT CLG - CARPET co 12'-2" 4'-8" 4" T-6" 6 = W D2 A C07 O CV W M to q• � H 1 A v 5068 L2668: 42" H 1/2 WALL I 16 B.F. OR RAILING PER 15 SPECS I J 1 14 ro TYP, @ 2 R/SHU N 13 STORY.SEE 1 rn 1 12 J EM FOR 041. o 0o TECH 11 STEMWALL CENTEROPT. 10 T to 5'-7"3'-4" 5'-8" T-3" 1 9 T-11" UILETO A I H1 8 8'4" FLAT C 7 2868 M 1 TILE -----J - P- 6 1 N � M N 1 2 3 4 5 6 D2 BEDROOM 3 4-SH N N SIM. w/ (1) 8'-0" FLAT CLG MSTAM36 CARPET G.T. ----- - I - _------ @ BASE 11'-6" 12'-4" 11'-2" G.T_ SIM. w/ (1) � ----- = I - � L o �------- MSTAM36 OI a I 00 @ BASE T BEDROOM 4 3 ( 8'-0" FLAT CLG D2 G.T. i CARPET 00 I= o 1/2 33 SH (.0 m j cr v N � D2 I 25-SH 25-SH 9 EGRESS 9 EGRES M � D2 B 22 D2 B H I O H1 D1 O L----------- 2-10" 2'-10" 2-11" 13'-6" 2'-11" 5'-8" _ 19'-4" . I 25'-0" I I I I I I I I I I I I I I I I I I I I I L--------------------------------------- I 1 D2 TYP. @ CORNERS 3 D2 SIM. w/ (1) MSTAM36 @ BASE in F, N Q \F SIM. w/ (1) MSTAM36 @ BASE rn r- 3 D2 Sim. w/(1) MSTAM36 @ BASE 140C REV 10.1.20 CAB General Notes R302.5 Dwelling/Garage Opening/Penetration Protection REVISION NOTES 12/17/2009: EXTERIOR 2ND FLOOR 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS Opening and penetrations through walls or ceilings separating the BEARING WALL SCHEDULE ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. dwelling from the garage shall be in accordance with sections 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. R302.5.1 through R302.5.3. HEIGHT STUD SPECIES SPACING EXCEPT IN WET AREAS. SPACE WET AREA R302.5.1 Opening Protection FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between SPF #2 TO BE PANNED WITH A PRE-FAB. BASE. the garage and residence shall be equipped with solid wood doors 8'-0" 2x4 SYP #2 16" O.C. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. not less than 1-3/8" in thickness, solid or honeycomb -core steel 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration SPF #2 9'-0" 2x4 SYP #2 16" O.C. RECESS WIDTH. Ducts in the garage and ducts penetrating the walls or ceilings 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET separating the dwelling from the garage shall be constructed of a (*) SPF #2 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid 2x6 SYP #2 16" O.C. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; nonmetallic class 0 or classl duct board, or other approved 40' PRODUCT LINE - MIN. 48" X 64" 50' PRODUCT LINE - MIN. 48" x 76" material and shall not have openings into the garage. * WHEN THE TOP OF WALL IS GREATER THAN 970", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE R302.5.3 Other Penetrations STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS Penetrations through the separation required in Section R302.6 @ 12" O.C.* shall be protected as required by section R302.11, Item 4. THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH R302.6 Dwelling/Garage Fire Separation. " WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. The garage shall be separated as required by Table R302.6. REFER TO SHEATHING SCHFDtILF FOR ATTACHMENTS" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required `VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 GG 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 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 2'X 251 S.H. 13 20 X 38 g 1812 X 371 S.H. 14 20X5059 181X50 S.H. 15 20 X 63 1812 X 62 � S.H. 16 20X72 182X71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X383 26x374 S.H. 1 H4 2714 X 50 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 1 H6 27 a X 72 26 X 71 1/2 S.H. 22 37 X 26 3612 X 25 1/2 S.H. 23 37 X 38 8 3612 X 37 3/4 S.H. 24 37 X 50 8 36 4 X 50 S.H. 25 37 X 63 3612 X 62 1/2 S.H. 26 37 4 X 72 36 z X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 7312 WIDE S.H. 32 54 X 26 52 2' X 25 S.H. 33 54 X 38 5212 X 37 a S.H. 34 54 X 501 52 2 X 50 S.H. 35 54 X 63 5212 X 621 S.H. 36 54 X 72 5212 X 71 z S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION jR-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - B SCALE: Y4'=1'-0" ono N Q C-�co N X M LL d '�• -O CD Z O N =- �CD OC'IY •� O � 0 _ q; .0 O O O 11.1 i `L�,a;1i3i3t!I)5 fs;iff ao � r) U 4 0F6 Sa• r'''ll;{ii111411°j 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 n W v E co O N J N � LL O' NC1 J 5 "n 3 a di �Mv LLa. Q mLLLI 0 T L @ 0 13Z _ 3 -r N co a' O � CO �� W rod dmaa a Z N M Z O ILZ 0 U V °. W ❑❑❑ Cl) z N M z C� Q a n z �N LL 4-1 � W A V O-� W 8 N c y �N U � c LU ✓��uf � � � pE I =�® U 3 c U3 d �Q N O QCD III GD w c"J M z ¢ o z L_ iE o zo 0 > zN E: t x U UO 0 U �� O E Nru a0 W z o .. ¢ a� L Q p m s . � C y U o Oz Z t'n J � h W c� Fm zz Z $� w a z "G W U 2 �z o wa a v za °3 2 O 0 = y >M O °' 0 CID N :3 T x r ^ LL 'Cr V) m 0 O 0) N N Lb Q N T (D E � c M .. D Z M Z in E N a E w U Q p � JOB NO: 22-02372 SCALE : AS NOTED SHEET NO. 1.2 r i r r n • , __ __1 1 -- -- - I I 1 I I l ly !- 1 I I " 1- FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5� 12 �5 SCORED STUCCO BANDS T.O.P. ------------ SCORED STUCCO BANDS ^ FLASHING 12 i EXTERIOR PLASTER ON FRAME SCORED STUCCO 25 SH BANDS 2nd FIN. FLR. - - - - - - - - - - -- -- T_O_M. - - - _ _ _ -_ - -T.O.M. a CJ / WEEP /ENTRY HDR. HGT. ---- ��� 004 E:171 SCORED a a 1 TEXTURED STUCCO _ V � V CE FINISH ONI US MU BANDS FINISH ON CMU rSCORED l-BANDSSTUCCO (y FBI 1 CV -FIN.FLR. 3068 16070 OVERHEAD DOOR FRONT ELEVATION - B SCALE: 1/4" = V-0" r100 50 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 512 5 6" SCORED STUCCO BANDS v SILL DETAIL SCALE: 3/4" = 11-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = 11-0" ---------------------------------- HDR. EXTERIOR PLASTER ON CJ CJ FRAME 25 SH TEXTURED CEMENTITIOUS FINISH ON CMU ------ I_ CJ / WEEP 25 SH 35 SH FLASHING � 2NDF _T.O.M. — — — — — — — — — — — — — — _T.O.M. (aD GAR. /ENTRY _ _HDR_ HGT., SCORED STUCCO BANDS -------------------------------------------------------------------------I--------V-]----------------------I---FIN. FLR. LEFT ELEVATION - B SCALE: 1/4" = 11-0" 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 Coverina 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.xl-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM 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 olio co y QU N M CD X L CD C N M O U C\I Y N 1 0 Q j - N 5 c, ZI t� J O O t _3 o -� W ......... ��rl/'li11))111ii,:0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o W E a o �8 �# Lo V N G N # LL W n a LL W a- a Q�Mv � �[ C J W N 11 tL a Lu 3 Z 0 O Z rm� 0o 0 _ r. o O w o N 10 O J a LL Z M Z ai S2 Q aN 5 rn U Z ❑❑❑ W c9 — o 0 z IR z Q U) n N z _ 0 �N4-1 w � U OLJJ 8 N c U L.L! q J ° ._ U o C o' W Q Y m N r o w MZ M QCIO u a E 0 u <_ �_ O E �g ;2 d p =° gZ Z N i ¢ o a Z W C Q O Z O=V hm m E U Z Z v J <m aw EZ Zo Q U a Q � w W 0 °Z o J Z Wa i3 0 iy UI lllllllll� O d _ zlaT� C O 0 i m m C9 L � CID It N T �+ m O NN 0) CD -� CD N Lo N r ai m ;r N E N o 0 z E a E U � Q O � JOB NO: 22-02372 SCALE : AS NOTED SHEET NO. 2.1 I I 1 PI - i - - -- I 1 1��� r l 11. I I II I I ]I I I _. V ' I_ III 1I11MIL11 1111 '1 1 1 'M 11 I 1 L I —° 1 - I . - II IMI T.O.M. T.O.M.( ENTRY HDR. H( 60 00 o 00 FIN. FLF EXTERIOR PLASTER ON FRAME 12 5� 25 SH 25 SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 - - - - - - - - - - - - - - - - - - - - - - HDRH CJ 1/2 33 SH Mr..! ------1------------------------1------------------------I---2NDFIN. FLR. TEXTURED CEMENTITIOUS FINISH ON CMU --------- -------- CJ / WEEP 35 SH 6068 SGD REAR ELEVATION — B SCALE: 1/4" = V-0" ---_T.O.M HDR -_ I --- FIN. ErOEr]Y-r AC-Cl OIJIPrP4 r- IArOTAr r =% AO MCO RIGHT ELEVATION — B SCALE: 1 /4" = 1'-0" =RIOR 'TER ON OE 'URED ENTITIOUS ;H ON CMU General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. overin 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 ..a CD ~ O N Q0 N �CDX M U_ a. � ^1 Z^ L ` V J .., M o �? v _0 C: E C, ,N " Q _ a .- C:_ .a ,3 u 0 O U = � j LL1 i 4 ,•� g• .......... � ;ar14 'N L J�J 4, o 0 4,`cj • 0FESS�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. » 0 W �E acD M N ^ O N J U .N.. m J LL C 7 W N at LL W LL a Y Q JLLLL a u _ o Z m c 01 v O 'gip cy co O J W rpo,rn co Ci a Z N coZ X D Q Z OUv=)N W ❑ ❑ ❑ 0 M Z N t7 z � N z o � a N M V to z o (D o W 4 Lij � U �0 g L 1 Ly N wa C6 F- U w 8 is U oo c In N tm, 14 m gw M o Z LL. E4 zo -,° > <o Q o U - w- za O a ca f- @ O �O �oo 1 uoo x C Z o = N o a� <� o Qo wz ¢� ra � C�oz c z �g m� o ;� Z � J ¢ ° Z z to N 'o 0L o< a m w W U vLL J z =3 o CO V z°d a F o c 0 0 y >M W rn cc m C9 L � � N T Q CT Y r r^ ) Vca 4-1 r\ N N L(') N Q N r m N � N o Z z vi E N 0 C Co a E U Z Q a C a) JOB NO: 22-02372 SCALE : AS NOTED SHEET NO. 2.2 1 'I 1 I I I1IVIW 1 0, -w I! I IIIf I I - I - ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with 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 j WALL SWITCH $3 THREE-WAY SWITCH 6. �K FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE FO HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE 4-P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN �) EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) Da PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ❑T TELEVISION (OPTIONAL) 0 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH Ci J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR AL SPECIFICATION NOTES: PANELCENTER ELECTRICAL CONTRACTOR MUST VERIFY 10 #14 cropper to lights & outlets WITH THE SPECIFICATIONS FOR THE TYPE 1AMP50 AMP/ #72 copper to 20 amp ckts 5o OF FIXTURE TO BE USED. LIGHT FIXTURES 2W AMP 10 #10-2 copper to WH SHOWN ARE FOR LOCATION PURPOSES. #10-3 copper to Dryer METER MO r /Oor4/OSERAIu WP GFI DISC, A/C PAD 15 0 amp + J.� 6M 150 amp I � u UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING O #4 GROUNDING WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 17, 250.94 J CLAMP PER 250.50 AND 250.52 OF NEC 17. Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. 1.5" VTR lil I I —111 3" VTR I I i 1' <\\ T' VTR PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER SWITCH FORM EL I DISPOSAL I � I C) I U F I GFI I X I I = N \ I GFI I d IDW I � / / 1 KITCHE M 1110811 DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS LANAI WP c,\ 12 GFI G' ROUGH -IN FOR IOPT. CLG. FAN/ LIGHT PRE -WIRE / SWITCH FOR FAMILY DISPOSAL I PENDANT I ROUGH -IN FOR AS PER OPT. CLG. FAN/ SPECS 1 LIGHT PRE -WIRE FOYER / I �B / I / I 11ENTRY � DB &GFI TO I GFI BE ALIGNED — — — — — — — - VERTICALL`(� I I I 1 NOOK i 1 /.11 G1 e UC I /O I G� O GFI /KITCHE REF 7s CH 'tt' Fzl-7-=— I DINING _ t - ' PENDANT AS PER SPECS IT,O LIGHTS - C.M. AND SWITC 3 ABOVE • • I v r I (w 44 W Uri �w �F�i u1/ w - A.F.F. T� A.F.F. 1T LWH \ J / Z LIJ O Q I U J Q GARAGE _ ----- > w GARAGE = —=_ o LIGHT AS __-- --j PER SPECS GARAGE r---------------300R--------------- I GFI IRRIGATION GFI @ 44" A.F.F. I I I I I I I I I I I I I I DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS W W �o W Z J OCo �UI=— �o� O r COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / PER SPECS SPEC 3 & 4 KITCHEN FIRST FLOOR ELECTRICAL PLAN — ELEV—B SCALE: %4"=1'-0" I I I I I I I I I I I I I I L---------- I I I I I I I I I I I I I I I I I I I I I I I I I t I I I 1 I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —j SECOND FLOOR ELECTRICAL PLAN ELEV-B N O � t� O LUN r X Z �CD -0 C L In o V � C't `C � S_ N U 00 _ U .= '1✓ t6 'O -O - �-- w N N O N N N 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. CD b� F' of 00� Q O o1 Nco rr- it N N M # J � J LL Y ujLij IL fA cN o u. a le d Q J LL LL a 5 O Z_ l o fZ' �roNm �O� W 05 4' z N Cl)M Z Y h O LLW 0 O< Z ❑00 W 0 Z N O z o J — d N N O N Z u- Q) 0 (� w w m j� 0 w S N c y �N U ® w U 'o °�I c in Q 0 • _o N oCID w COz J g � r z � U_ Q 0 z o w0 i > N a z �p ❑a Z O K OU V❑ a� o <o ❑ OU aQ aZ N � ww d L c - v < o oY 'm m O ZZ Z J 1 ,e <<w ' N s O ¢ zo Q U a ow W az w o >° o a V zaT�3 0 C 0 = n > (� X 0 rn m L (o �' N = r Q r T W m O � N O CN N LO N Q N T ai m w N : iri N o Z Z E CN a 0 _j < o °J' JOB NO : 22-02372 SCALE : AS NOTED SHEET NO. 3 ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge I Off -Ridge No U ( Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) I Total Ventilation ATTIC I Provided SPACE SQ. FT. ! Total SQ. SQ. FT. SQ. IN. of b U Y Upper SQ. IN. of ventilation of vented IN. of of ventilation to vented be provided SQ. IN. of SQ. IN. of Ventilators See Elev ( ) required q soffit ventilation soffit b upper Y pp Ventilation Ventilation needed required needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 "NOTE"` GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - B SCALE: %4"=1'-0" v � O ~ M cam•+ '- C� N U "dC1l `D • � l�� \ 1, •��,'! ``�x!' ��� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N CD Wr- � E I ao # Q O N o�p N N Cn # J lL C toJ 0 23 Lo co N # LL W M f� N 0 - LL Lu d %a Y wi dj -1 V j LL u- a Lu 3 � OO�Cc Z cOCv OS 13 L T O _ OP '� N t0 � O J W in��� o n Z N cNiZ x�O LZL 0 U L) co W ❑ ❑ ❑ U z N M 0 0 Z QN z O Q Q � J d N n z 0 W -2 � - C6 U —� O w g U w J � — E m $ ® I � = L o 0 ti MM w Z o Z U- E E Q Oi og z® 0R V CU �C F— CL CZ)d �� &a p g� a a z m� � �4 "m a� zcn N J �� aw �w N F Z2 50 CL a �w W a U Q0 � a � oLL Jw 3 J o co wa a o� 03 0 = O > M N I..L Orn m c9 L C.0 c0 It N Q C Y T U mil/ m O O O N Lo Q 04 r ai m w CV N o Z Z E N CU _ a U Q p JOB NO: 22-02372 SCALE : AS NOTED SHEET NO. 4 ,•fie V e . v p: a . ila :e' V 11 : o= #5 CONTINUOUS V p REINF. SEE FND. FOR a 'e p a;jeoo: °, jjj Ve QUANTITY a. a" #5 X 25" X 25" CORNER a �: '� '� BAR ONE FOR EA. • °' °- ' ° '` - ° HORIZ. REBAR, TYP. ed ° U.N.O. - e ' ° • •- e. e• �' V • V . ♦ • ♦ . V ��ea• V V � V� "Alternate: • The reinf. bars shall be cont. around corner by cold - ° - ° - ° •- ° ' ° - ° V p. a• 0 V V. a. V V p. a• . V V V p. a• V V V� bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1 /3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN W W C/:) CL CONTROL JOINT DETAIL } O 1— U) �i y W J 0 Z 13'-0" 12--0" 1' 4" 1 V-8" T-5" 5'-2" T-5" 2'-6" x 2'-6" x V-0" w/ (3) TYP. @ L #5's E.W. PORCH S3 AC PAD — — — — — — f — INDICATES FILLED C LL p I w/3000 PSI CONC. GOUT IFROM FTR. TO BEAM w/ (1) #5 b o REBAR VERT. ABOVE: SLAB. I I CO TYPICAL @ ALL PLACES 6-0 SHOWN. HOOKED F G I I b DOWELS w/ 17" EMBEDMENT 'v w/ 25" EXT. ABOVE S B. GRADE 40 STEEL c.J. I I 00 HVAC CHA E I OP ■ (PROVIDE 1 1/2" 3'-1" BASED ON (RECESS FOR SGD M LOCATION IREFER TO MASONS S3 0o I I I I I ■ c� (SCOPE FOR WIDTH. ■ I I � III 01 I I ifl IvkaI I I C.J. F II ■ I s6 TYP. @ TWO V2' MIN. 3000psi CONC. I 3'-8%$' I 4'-1" I STORY SLAB FOR HERNANDO COUNTY ONLY. 3,Y2' MIN d 2500psi CONC. SLAB %■ I OVER 6 MIL VISQUEEN III ■ VAPOR BARRIER OP E I � — v IU U TYP GG S3 _ C.J. _ 1 I I o I I I III o I CV � I 9 I III ■ CD I � v 01■ PLUMBING GG STACK C.J. _ _ S3 10 2'-6" x 2'-6" x T-O" 13'-1" 1'-0" w/ (3) STUB UP #5's E.W. I TO 2ND FLOOR FOR A/C r-•.- - ,�►.. N:d Ian nnnnennnn-utnnenen-u C — — — S3 S3 W � I ■ ■ ■ ■ 9I „ ll N 7'-6" T-11" I PROVIDE 1/2" X 9 ■ 1/2" RECESS FOR FRONT DOOR 00 I 4" d I a o TOP OF CONC./ PAVER TO O CO � I BE 4" BELOW FIN. FLR. co W I 2'-6" x 2'-6" x- 00 1'-O" wl (3) I #5's E.W. L I S3 1 I W �0W Lt_ p �U-� zW I 0? I >°m U J �■ U_ � �F U W W I OPT. ■ TANKLE GAS WH I TYP. @ ■ I I ■ — ENTRY W 5'-8" 0 r` ■ 1'-8" a. I O OPT. GAS STUB OUT J I I S3 (2) #5 VERTS w/in (2) #5 VERTS w/in FILLED CELL I HE FILLED CELL c� 16'-0" V-8" 19'-4" I v A o S3 TYP. @ SINGLE STORY q F- } O to L� Iz 0 in W J Z NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION - ELEV-B O X N Qm M L1-0 4- L CD M Q , y_ L _ r �J 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. f/1 W 0 co }' a E O N 8 N p ip r 01 # Q N p u- NN N j�a�o N xt LL W I» NM v� W 4. Y c� a wvi SZ� Z 0 ow L f6�_ N V) Q' � J W �� m o� m IL= � N� aa� M Z � � � = N O V U � W ❑UU V M Z N aarmll a z � z o a N M z a � o Ira Lij 0 � w s l/1 c Y U 4i y! Efi L z 1 8 Q � � N S w �M M o3 Z ¢ c ul zo ¢ � Q o E V <o z® oc) 0 uO Ott z o m t �¢ az <o wz N � C ¢z �y mo OK z Z v m aw N o� az N� W) a � O— w � I � J= ooa Z••�'� Ioc0 0 = O .i > M N LL 0 m m U L � O N 0 N CN r T ui (0 N o z ' a ci r a M JOB NO: 22-02372 SCALE : AS NOTED SHEET NO. 5 TYP. @ 1 CORNERS p2 I In 13'-0" 2 FT3GE D2 12'-0" N 0 A @ 24" O.C. MIN. 0 J S6 � CE TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL CE FT7G FT6 F TYP. 1 LL CE 1 L1 0 to BRG. WAL 0 0CE n FT8G Jn V FT11 LL __41 FT13GE 10. 7117 BRG. WALL J S6 F= TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL CE 35 A (2) 22 A (2) FT9 D1 05<1 CJ3B CJlB 9 D1 ��� 7 D1 FG3 7 D1 N Co A TYP. U.N.O. m m M U U M m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" B4GE RSH ENCLADDING WINDGINEERED FPR PRESSURES AND PER ASCE 7-16 OSUCTIONOF S FOR MEAN ROOF GN ALLOWABLE OHEIGHT ST2 ftND ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND 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] AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft 10 HIP -35.94 -49.57 -49.57 -49.57 7777 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58—-----T— ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): L� ,�\-r // a I �� / I ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ©Ir 1 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: j O l I O I I SHINGLE:/s' EXP. 1 (24/s) or 15/32' EXP. 1 (3�6) j 1 I j I 1 I TILE: 15/32' EXP. 1 (�'�le I I I I NOTE: I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS I r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 7V32", SHEATHING SHALL BE FASTENED Q WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" O.C. MAX LSTA30 EACH SIDE TRUSSES__z EACH END OF WALL 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FIND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @TRUSSES STEP-DOWN, WALL TO TRUSS � SCALE: 1/2" = 1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 112" 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 1 112" 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 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) 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 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 112" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165l1060 ** 1005l915 ** 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 1 112" MTW12 1195 1005 14-10d x 1-112" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F wl (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1 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 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)1Cd 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 OF 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 SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV-13 SCALE: Y4'=1'-0" CD 0 co '1 0 N � u- 0- Z 0 U �C"I'a C) 1 .., , J,. J ... t 3 - —_ 7 st v T To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to u) W QO Ir E co 00 M go r N O N co J m � J lL 0 a) W � � O In 31 LL a_ fA N rn�l�� Ewa �Mv LL of Q uYi ELL a it z Z Jo — ""r lot'Y O .��. •@ N cp Lr O J _jaa Z ILW oo 0 a � M Z K D O ZOU U-'rn W ❑ ❑ ❑ z N (h 0 z r rz N z w C/) w o c— y U � pE '- L 8 _ � N ill ®_ U o • Q N m sm o c Z M M nQ o tt < _I L.L cd c dcu w z❑ >� Z 0 ¢_ o ¢ u O O = K �¢ p o � a z z O N FYI W z OQ ¢ ❑ w z w m 5 Cn o Oz z Z¢ Cil m 'a w < zo Q U a Oo a �w W T U R E F aLL 3 cD 4 ¢ O cD rt �laT° 3 0 C O T rn > M rn m m U L ICU I;t N T Q C Y r U o Co 0 N LO N Q r T ai M CV v; N o Z z E CV cu _ a E o U _j a ai Q 0 C JOB NO : 22-02372 SCALE : AS NOTED SHEET NO. 6.1 (2) TYP. C( 25' -0" OVERHANGS OVERHANGS 5, -811 191-111 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <— 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND 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 [4:12]-[12:12] a=oft (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e I _2nj 2r 1 3 1 3e I 3r HIP -35.94 -49.57 1 1 49.57 -49.57 1 1/ ------?- `�O 10 GABLE -38.22 -38.22 1 -60.99 1 -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 I \ ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I Qlr/ I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I I I ROOF SHEATHING: I I l O l I Q SHINGLE: Y16" EXP. 1 (2%) ortY32" EXP. 1 (3�/16) TILE: 5/2" EXP. 1 (33'16) I I r I I I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS tw I I I I- -I-- -I- I r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'Y32", SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 112" B HETA16 1810 9 - 10d x 1 112" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F wl (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE- (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 112" SP1 1 555 535 1 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-112" * 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 (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B SCALE: Y4"=V-0" � � O co (6 U_ CL- CDs. U') d: - r `j) 0 y. ­5_ <'`;I; Wilt?(, r f� r 64 - r'V 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 Engineer's signature and seal. M C) W E F" o o tppt,, (0 Q N O 0 N C J J 6 � LL N G ��W N at W N u' rO r� o J W a- u- M rNi� a �[ vi rn W LL LL d a' z — '6Y Z t m o O (_0 m OJ J ¢ Z a LLW co d N-� Z a' LO O N Z 00 0 _ � W ❑❑❑ m z N � z m Q C u� $ � I N z M � � o +1 w � 'v) Ow $ C w �� 5 U) U w � J E U o y ts, s o (fl 5 M M J � p � - � Q w Cd n 0 E a za oLL �� ¢o ?e t� ti �0 U0 Z o C', <a az wo or 0< rw o 0U m 0 o Ott Z3Q J rn o 00 Z f N Cn < Zo a0 N oe a W T � U w c� oz J aQ =3 ;o o v .ka 3 C C:)i O > cM O i �J 6 m m 0 ^, W L c0 (N : T qzt x TT ^ L�. /Cr V) 0 4-1 0 04 0) C)Q .Q O N Lo r T. ai m 04 N 04 o z z E N a E 0 _ a 0 JOB NO: 22-02372 SCALE : AS NOTED SHEET NO. 6.2 I���N It1;•+IIIIiNtlYt1:I��IVd�WYI�III�L1WluA.ua�9 I1IF! .' 11. 1 , J1 I I I A II I I I I I I �R" 4+T►r I- GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . O afe vertica load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F3216/1T FORM dr GROUT SOLID v „ - o W � J U O /5 BAR CONT. 8F12-1 B/1 T W" LINTEL DETAIL SCALE = N.T.S. Lim! TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED n ° R = RECESSED QTY. OF #5 0 ° < REBAR @ BOTTOM ° OF LINTEL CAVITY G ° B/1 T a z a °Q 8F16- � z ° tNOMINAL.L QUANTITY OF ° WIDTH #5 REBAR AT TOP NOMINAL- o HEIGHT #5 REBAR AT ALTERNATE POWERS MIN. (1) REQ'D Q'D LEAR STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D- 1-1/2" CLEAR - GROUT n O U) C.M.I 45 REBAR AT = U z i j BOTTOM OF m 6 w LINTEL CAVITY U 0 w BOTTOM o Ir ci O z REINFORCING ¢ ¢ 0 CO Z U. PROVIDED IN Z ] -w ^n LINTEL ¢ _ 3 t! oo w O #5 REBAR AT E AS INDICATED (VARIES) rn Z?s m a. MATERIALS c1-f precasf intels = 3500 psi. 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. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementibuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"x1 J" TAPCONS OR TITENS -CENTER OF STRAP @ T/WALL TYP. U.N.O. II 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE OILSEE PLAN TWILL t;j-8" KNOCKOUT COURSE rA W/ (1) #5 CONT. --SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" O 8'-0" LL O 4'-6" LL O 4'-6" LL B MIN. 5'-8" LL O O 13'-0" LL 5'-10" LL E MIN. 17'-4" LL LINTEL PLAN - ELEV-B SCALE: Y4"=1'-O" N�O N 0_v X �m U- 0- -aD O '- CD @C, � J � 00 '•., F L 0 . To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H of `i5^ co a o r7 $ Co"r # U 0 m � LL Q Co °� at " a rnrr� J W _ ai rNi LL o_ N N C J W W LL u_ CL 0 vsO z Lyv 0 o S .F, N co tr O -A mm¢ W ogres W U)rn 0 (L i'Z C, M Z 0� rn O O U U W Z M Vco Z N 0 Z c Z o � QU) r M z 0 0 �N � 4 cn (� w _ � O w g N Of N U i rt., _ G, i0 c4 zI'. ._ U 'o Q Y e N m Sm co w M J 0 ZzZ LL Q E 0 E U z o oLL > =® �¢ <_ g O u o Z D �o a 8 Q z O Q w w N � d L ¢o m� � = o Z Z Q) J a b Z d o LLa 50 NW W Jo w �o O � zIa d � o 3 2O 0 = >M Om c� L � C0 14- CV r �j- �.. rram^^ v! m Cfl .� 04 I� N N NLo Q � T ci m N i6 N o Z C CV C FLU J Q 0 J JOB NO: 22-02372 SCALE : AS NOTED SHEET NO. 7 1 ! rL L 1 i ' I I _L_1 I 11 1! 11 J -- I - I _1.1 - 1 1 Nz' Ilpf NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2,2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD ATTIC W/O LIMITED STORAGE): 1 ( ) 0 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED, 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 Y2' Y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONSHALL BE APA RATEDSTRUCTURAL 0S SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0,148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" awayfrom the building side walls. 9 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 backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC R R318.1.5 C ncrete overpour and mortar along the foundation perimeter must be removed be�ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. -CC:) O O co aU N N Min px G o CD c�6 O U -0 C'I z C (D u% Q o - T U o 0 t LU j r_ F. 'i. Cpt:S31G` `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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � Eco C7 6 LLu- 1AWQa C u 1 �0w MC d QjY auk z r @ "_ 0 o 13 -Ju_LL E%CN XO � W in�1 ° LLZ LO co Jn0 N �°, Z cn O Zp V 6 vvi W ❑ ❑ ❑ !�2 z N C) z z o _� d n U) � z � (� 0oCz m a--+ N (� w C� V O w o to c Y U w t � I I CJ 'o 0 Q Y • N sin =,J z w LO Cl) a O Z < J LL_ ¢ = a �z a > � 0� 14O ii i Z , oa 0 �< �0 oz z o o ai ¢ O <o az r w p N C z 0. mo O¢ z N a� U 0 " g Z F ''< w u, a_ 3 0b � Z Z 5z 0 S LLa N W v o& F = F a wa 3 JC o C 5- �o a� V s 0 C Q 2 >M 0 d' rn M m (9 N 0- o r) m r + CD 41 0 0) C:) C) Lo N Q � T ci z w N ' v; N o Z N`� cc _ _ 0- 0 _j Q p JOB NO: 22-02372 SCALE : AS NOTED SHEET NO. S N r I III I [I 11 '"J -■i r n r ±1 I' -- r n re 1 11 1 I 111II' I I'1411' 1. '.tl 'III I I 1 II 1 1 1 1 1 11 11 11 11 '119 I1IT11" 1 I — 11 Cn 3 W I n N x m n N 0 N 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING —* I [I Lid ... ... .. ... ... .. 16GAx1-1\2" LONG (3/4"-l" CROWN) 8 .. . STAPLES @ 6" O.C. VERT BETWEEN MAX. ". [.... 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:-) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-0" Q - c� STUB -OUT FOR 1 _�o 0 0 GAS METER 0 ' U O ~O &4 = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 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 FILL CELL-� r- STD. 900 HOOK r- BOND BEAM SIMPSON MGT w/(22)10d w NAILS TYP. IM GIRDER TRUSS a STD. 90° CONT. #5 BT�S- AR T. #5 I HOOK ��� BAR I 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO C� CONT. BASE PLATE BEARING COLUMN(PLYWOOD SEE PLAN FOR REQ'D �- FLOOR ��X�� -�SHEATHING PER PLAN COLUMN AND _/ CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGffJI -'--MASONRY WALL OR ^\\ INTERIOR BRG. WALL j TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH - Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ I NT. BRIG. WALL DOUBLE JOIST CONSTRUCTION Backer and Filler Block Dimensions (Not required if both loaded equally from above) N.T.S. BCI®Joist Backer Block Thickness Filler Block Thickness Filler blocking 1/8" min. 2" min. ) Small gap Series r 1/8" a gap max. 2" max m Web Stiffener _Fastene_r Schedule 3/4" or 7/8' + earn 5000s 1.8/1.7 wood nets Pa Two 3/4" wood panels or 2 x — i - r- Series De tg End IocaUon i I I End I- - ' Intermediate I ` ,ti 9-1/2" 6000s 1.8/1.7 1-1/8" or two 1/2" 2 x + 5/8" or 3/4" wood panel / BCI 5000s 11 7/8" !1 ; 14" 2-8d 3-8d r_I 2-8d_ 5-8d - wood panels — _ Clinch nails - 2-8d 2-8d ® 9 7/8' 1-1/8' or two 1/2" when BCI 2-8d 3-8d 6500s 1.8/1.7 wood panels p 2 x _ + 5/8' or 3/4' wood anal P possible14" P BCI 6500s0. � 5-8d- - 1-1/8" or two 1/2" ck of nailing to prevent damage to 1) Supweb-flange t �; 16"2-8d 1117/8" 2.8d 3.8d 602.0 wood + 2 x — 5/8 or 3/4 wood panel langeort odunng connweb _ - " \` - ® BCI 60s _ - 2 8d , _ _ 5 8d panels 2) Block solid between joists for full length of span. Tight fit 16 2-8d 6 8d Fflange. 90 2.0 2 x — lumber Double 2 x — lumber 3) Leave 1/8" gap between top of filler blocking and bottom of top 11 7/8' _ 3 16d 3-16d- _ - j 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 14" 5-16d 5-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. - required when indicated or 16" 6-16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP TOP @ sides b 6". y -Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. 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 1/16" code for appropriate lor=20 details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —_\ DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at Y> Load bearing walls Provide adequate bearing for each lapped joist. odnai►s SECTION @ INT. BRIG. WALL I N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 5/8"0 THRU BOLT !.0 SIMPS( wl(22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN, EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. -�v LOCATION OF SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900plfmax. along bearing wall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS for vertical when ad Requwhenloadbed oneaing -f for when load bearing -for lateral support when joists Plumbing META12 TSS INSTALLATION / HTS INSTALLATION meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid PLUMBING LINE vertical plumbing TOP (2) #5's x 4'4' 3" max CENTERED @ PIPE PVC OR SCH40 SLEEVE JOISTS OFFSET A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking wallsH N.T.S. WALL •� a a a „I I a a a 4 4 a a I— I —III—I I ITI I I °—I wT 11=sI IITI require additional consideration. =rt — - _ _ OD t=-5r=1 CD CO 171 6A 1,V2" ROUND HOLE MAY ' DO NOT CUT HOLES 6 6 BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2° THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1,Y2" Any 16" joist Sparc (tt) 12 l -U* T-1" T-2" 1' 2" T-3" T-9' 2-4" 2-11" 3T' 42" 4-9" 6_4' 16 T-4" T-i" 1' 2" 1' 2" 1'-7' 2-5" 3-2' 3'-10" 4-9' 5' 7" 64" -2' 20 T-9' V-1" T-Z' 1 2" 2-9' 3Z' 4-9' 4'-10' 6-11" 6'-11" 7'-11" -7 8'-11" 24 T-0" T-11" 1' Z' 1'-3" 7-5' 3'-T' 4-9" 6-10' T 2' 8'-4" 9-6" 10'-9' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \ Install tight to top flange. ; / SLEEVE THRU STEM x Joist hanger / SEE PLAN FOR Joist a . • • a FOUNDATION INFO ` a' STEM FOUNDATION Filler block. GRADE r- REINF. SEE PLAN Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. H -I 1/4"-2" gap r'iLy. 1 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height -_� requirements 7' �� ff 0.6XJoist I 111 l I ' o �, a depth � J I •�0 I -JOISTS BUCKETS N.T.S. (2) #5 REBAR A/C =HASE4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4. G PVC OR SCH40 SLEEVE r- PLUMBING LINE Q L 4 • c4 n _ 4 • O • / 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 a 4C a h ILIi III - I-1 1=1 I: ! a a SEE FND. PLN. SIZE & REINF. a) O Q C� co .- m tea. Z � N Q U) O c -t Li.J. i J %rw ` A s E J GFo , r? \ S f JS 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 - Residenhal 7th Edition Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �F # a O 8 cCo O M CJ O N � J Yamp J V. 7 a0 N 3k u_ W U)MO� 0.. Y Ui Jr)j LL a.UJ m Z L N o O w N co W O og�coLLW �ar W a Z co N M Z _J of �i Z O U U y W ❑ ❑ ❑ V co z 00 g o z 00 (0 z o Q �. J— a. - N " A U LU a U O w g V) t�m IB U W J I < .2 8 • Q 8 Sm r— o � Jz w CID¢2 _J co s Z a U_, Q E o wLL > z® H ru O E p` Qi U 0 oa wz Z GV F-o L ago ¢ w0 mo . � C L_ = U O¢ Z f >aw z J 2 m 1 3 < ° 0� Z Z ao W a� U LL <2 Nw 4< 0 ;0 o C�p V' z�a a r_ ij '> O >M O m m c9 L c0 't N :3 r qCT Cr Y T �1 L1� U o m 4-d4-1 Q � N O O N Lo M T E c c) CO .. o z z �; E N a U _J Q 0 � JOB NO: 22-02372 SCALE : AS NOTED SHEET NO. SN 1 II _ 11' 1 1 f 11 ' 1 FF1 11 11 .1 'l 111 1. I 1 II l I 1 II I I I I II 111 Ill M C v S W I C) 0 / M N v N 0 J N 0 Cl 0 a N E H y E 0 x `v i LZ v O UI .o U i z I / O •U J f N N CV :r S 0 a N Co CV 0 Q m 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 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 31/4" TAPCONS @ 24" O/C & 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 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM e ��=I !L= m . ' . p ' D I LI I ICI —I 9 I II I I III D7158-CLASS G or H, or ASTM , III I II I II I I=1 II I D3161-CLASS F, IN ACCORDANCE w/ TABLE ' 1-I I �I I I I— ° I I- I =1 111- - III —III I I=) I-J= I- 11 I I 1) R905.2.6.1, FLORIDA BUILDING I I �I I I I I ' I-1T11 I- CODE 7TH EDITION (2020) II ► II i 8 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" JC3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 00 cT D 6 MIL VAPOR_ BARRIER ; p �r 4 _ D • • — C2 COMP. SOIL. ° (COMPACTED TO 95% =1 I MODIFIED PROCTOR Im I NTT m ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" 1'4' (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" —]II�O.H.D. RECESS PAVERSz M I" SEE A/S3 OR J/S6 ­-111I I I I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 7PF -IVIF 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 1(O HIGH STRENGTH — 5/" GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O .) (OR GYP. TYPE O @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 wl TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" x3/16" PLATE WASHER (TYP.) - INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" IMPSON SP1 w/ (10)10d NAILS 5/8- x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2" x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" Alk (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT A.F.F.\qr O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS ELEV. 4-3 1/2" o 31/2" MIN. 31/2" MIN. ' A.F.F. O U- -IT 31/2"(min.)- 4" 00 ° • �� 31/2"(min.)-4" - - �` (2) #5 CONT. 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL an STEP as SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" QC5 t\vS�GJEi TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) -INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS ,,,,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH Ae 00 i _31 /2"() - 4" T—� I I IM= (2) #5 CONT. I f 4" j 4- I8I I U.N.O. MIN. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M 0 s INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION �. #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 c.l LAYERS W/ TOTAL THICKNESS 7/8" OVER "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 NOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS SPACED EVENLY MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH CN 2x P.T. PLATE WEEP SCREED INSTALLED BAR ASSUMED FINISHED ci PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR D GRADE 40 MIN. F �40ksij GRADE �., , D p ' z #3 & #4 LAP SPLICE yFINISH GRADE o0 M 25- MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy 00 6 MIL VAPOR BARRIER - p e. , . - ° -L= 00 - ME-N z#5 REINFORCING BAR R 17/8 PrrrT - r COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) .I " 1'rr V-41' rrr 4�� 1��r, FRAME WALL TO C.M.U. WALL CONNECTION �D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ' v GRADE 00 — — C • _ — (1) 5REB Rw/OPT. ' I =1 I� I I —IF, — I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS N a_ Cl) _ _ 4.� ' a .1 .:A' . it I • . ;, ( L II' SEEA/S30RJ/S6— _Iyl I �,Ii I IIir- FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2 HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAN a INTERIOR A.° -3 1/2" C • v A •, CONCRETE NAILS W 1 1/2 M EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S m E N TI—I — M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �'-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 ill WWF OR FIBERMESH '-A- 1 K S3 1:r1 xx:�raA'.s..aysr_�.re��v.��rnr_r�:�a REINFORCING•1 HOOK TYPICAL BEARING WALL W STEP CC SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOa a BOLTS 6" MAXo END OF 2" x P W D U a. T� m w � REBAR DETAILS rF-'� SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX.INFO SEE PLAN FOR xCONNECTION TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & ! ! CONNECTION INFO 2x4 P.T. PLATE 7/16" 0S.B. COLUMN LOCATION k 1 1 1 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE _g o w CONNECTION INFO. U) SECURE 2x 4 P T BTM PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w Q SIZE VARIES PER PLAN Q j w/ MIN. (2) #5 VERTICALS w FILLED SOLID (SEE PLAN FOR w SIZE AND REINFORCEMENT) o w N BRICK PAVERS or B PER 0' 0" COMMUNITY SPECS IRV O��JOQ� i , '•Jv0'000��J��' .111. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-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 ; € �? D.F 11 MI—- — - o —r (2) #5 CONT. =1 I �: II 111 I ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� I WWF OR FIBERMESH SEE A/S3/J/S6 --`- 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.D. / M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL .. EXTEND FILL CELLS c TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE M LU Uj W ~ a w LU z 00 . • • • zQ cn M Q ILL L) FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 � O 0 co N � m a : N (� c�� Y n Ov 0 s r• -� J t al ' F �F le r `�l k-JCN .04 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 ul QO C') 8 N onp # N ci 0 6,0 o tJL -9 — 00 ik LL LU CY) a Cu- auj3 0 { Z -��, s@o_ U) uszW � NO Ja0 �,.> z K fn O Z cco OUvJCn W OOO CD z z r � Q —, — E3 o Cz ft3 LL, U O w o —40111111116 �m LLJ o E ml I 4 �Q v o c U N � sm o� C) M J n o W 2 � E zW oU z ¢ ZloL CU 0 X0a¢ aOa UO Q¢o > wo ¢O wZNU Z L C _ J 'U 0 O m0 o o� Z Q W z ui a Z z 0) � U �I 0¢ o a0 'S o it 3 o CDa� �� ;o v zl< ° 3 0 C O m 0 N � r Q fin/ Y •+ m N c) � 0)o Lo N Q N T ,— EN cc N ° z z E N E .. .a cc ro c _ d U J Qcc J JOB NO: 22-02372 SCALE : AS NOTED SHEET NO. S3 (MONO) W 0 m r- N v a 01 N 0 I N v C Cr co 0 ag a O i d E co O `o 19 y LZ In 0 U 0 0 UI CL .y+ 0 a U CL z y Y i .s U 3 tLL N N J. 0 0 a_ N N N 0 a v r/7 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.)-� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12dTONEAI MIN. EXTENSION FROM DOUBLE 2x TOP LS SPACED EVENLY EVENLY EXTERIOR FACE OF BLOCK WAL IS 1 1/2" M 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 PLATE L AXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN Eik 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 POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT, BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \-ROOFTRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. ,CE OF BLOCK WALL IS 21/4" Ct TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT FULL 8 8 16 0 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER -, I x x BL CK SIMPSON SP2 w/ (12)10d \ �( I� �'—'� I� NAILS AT EACH STUD —DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED I/T COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD / ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB IN4K0 BLOCK EA! STUD EMBEDMENT MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J d a ° d a ° 8" STD.9THOOK 8" 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 ERLINTEL NOTES: 10 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. 30 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J a T tl.t T 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 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a �11 BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. sFFA ��w �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3l8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. 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 vvvn r nn%,r\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS 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' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" 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. Op00 SIMPSON HTT4 TYP. U.N.O. 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAILK"Q SCALE: N.T.S. S4 aE _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. IF A I —Y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2, P SIMPSON SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS -RECESS LINTEL 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 k�ICE AILS TOTAL) EA. SIDE OF 4SPLICE STAGGERED Miti ATTACH ALL J EXTERIOR STUDS W/ (4 16d TOENAILS TO 7 P 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. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 �-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING P.T. SEE SECTION AA/S1 -ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON RECESS . � SP4 SP4 SIMPSON SIMPSON SP4 SP2 01 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS IBLOCKING @ EACH END w U Z a '- `n 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR SEE A/S3 FOR-\ PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE I I 2X8 P.T. BOTTOM P ATErT 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (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) i (6970# SPF) IS (9335# SPF) N. 8" :'OXIED A.T.R. i&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE /- 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" C.C. SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. !�T x N WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD PLYWOOD FASTENED TO TRUSSES O/C BOUNDARIES 6" O/C EDGES ° 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 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. � � O o �- v N 60 c� u_ 0- °�.► O � 0� (U -0 X n �= T 3 C-;: 7,11 J = = ? L " .�... To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. cD w) W v£o ao Q O OM N 7t 8. O N � J J LL - Lo V w ' N�N yfDj G �in0° N # `` W M rnNo a a - - Q 0U_LL OW.. WW Z 0P r�° W N W W O m W 03 pjO' co Z N c" Z Cr N 0 -, ILCI' v�rUn 0 Z ❑❑❑ W 0 z� Q a. in ooc^n' z Q) LL N w z C) 0 w sJuft N c w �N fQ U G �- E r g z L U o � c D Q N o �0 CD C a v M J o � Z z � U_ E z j �o > < � 4 Q E w� Z® oo (— �o U Do oQ zaI O w z 0 w z m < U .9 m� O1 ~aNz _ JC a� w `zZ OoIa ZCL W 3 U to oLL � � 3 w �� GIs o �o a clo z 3 0 cCD = �. co ry L.L. 0 rn m cc 0 L R4t N � r 0- v ! m Q � i� N Lo N Q T ai ca w N i» N o z Ncn M C a ai U Q m 0 JOB NO : 22-02372 SCALE : AS NOTED SHEET NO. S4 3 W r- 0 m r- r` 0 v Cr to J M O I N v Q / 3 a N d N E 0 c� v 0 U U N �O U 7 Z a> y I Y / 0 v U J LZ C> N N 0 0 cV CV 0 N v a 5 m v 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR SHEATHING DETAILV 2 4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w! (2) 16d NAILS MAX 9 IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, RI DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 APPROX. 8" FROM x @ 8'-0" O/C. EXTEND AT LEAST 90% OF �- DOUBLE TOP PLATE 2"x4" CROSS BRACE RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND & (2)1 Od TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2) 1Od EACH JOINT w/ (3) AT LEAST 90% OF WEB EA. END @ 48" O.C. EACH JOINT w/ (3)10d & SIMPSON H2.5A w/ 10 8d ( ) TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. FROM LEDGER TO BLOCKING 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS • 7/16" OSB SHEATHING END SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS �� �� 1/2 CDX PLYWOOD OR 7/16 °� 48" 0/C FOR THE (2)16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 Od NAILS @ 6" O.C. AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD 2 16d NAILS BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 TOP PANEL 2x4 "T' ON TOP OF PANEL BLOCKING, INTO 2"x6" P.T. PLATE 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x C IN BLOCKING, FASTEN WITH FASTEN FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO 1Odx3" @ 4" O/C @ 48" O.C. "J" MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. BLOCKING, FASTEN WITH ATTACHED w/ (2) 16d TOENAILS 1Odx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC. ( ) NAILS AT EACH STUD NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 SECTION 3 SECTION 4 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)114"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR r r IF >9" SEE 10/S5 X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N z z NOTES AND NAILING INFORMATION `� SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w! 1/ " (2) 16d NAILS WOOD TRUSSES �° 60 ;o 2"x4" CROSS BRACE " APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" 1 1 2 RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24" O.C. ON TOP OF EACH JOINT w/ (3) AT LEAST 90% OF WEB -- BOTT. CHORD FOR 4 -- TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END LENGTH (SEE TABLE) GABLE TRUSS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD TT 7HE OSB SHEATHING ATTACHED SIMPSON HGAMIOKTA 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE FIRST (4) ROWS OF (2)16d NAILS W/ 10d NAILS @ 6" O.C. W/ 2x4 BLOCKING @ D - 0.148', L - 3') OR EQUAL (D = 0.207 , L = 4 1/2' OR EQUAL ( - - ) (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. E GES AND 12" O.C. FIELD O/C w/ (2) 16d ( 4)1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS SCREWS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED �-= SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS CONNECTION 1 /4"x2 3/4"I --" -- ,.- TITEN TO CMU 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 pq OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 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, FASTEN WITH 10dx3" @ 4" 0/C 2x4 BLOCKING W/ (2) 12d TOENAILS NON —LOAD BEARI G LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS SECTION 9 r SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 ADDITIONAL INFORMATION. _ IINIMUM 2x ;RCISS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2)16d NA (2)16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL �J SCALE: N.T.S. GABLE END BRACING DETAIL 12" E RSH SCHEDULE R ATTACHMENT I #2 SYP BLK'G @ 16" O.C. 1Od x 0.131" ENAILS EA. SIDE NIT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.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. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.@ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 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 wl (4) 1/4"xl 1/2' SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) r-GABLE TRUSS `-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LU Cr a ✓90� Y CORNERJACK Q Cr w z 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 -, 2x4 BLOCKING—,,,2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C- TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL/ 6 SCALE: N.T.S. 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 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll 11111 ' -Illi�i 31 NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-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 rL� AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION O ¢ c3 C - N � L t_j -1 ) U <; ' ,U O Ai J) -� -0 CV . R. 1 ,, .��� 1 { � �� •iCl�`h Kati 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. r- W E Co Co F o 104 Q �J O N N C J LL N XL LL W LoG =Loa0 0 0 v a .4 ai rNi �[ J LU U_ LL d O Z rco0 0� 0 �.�C C O 0 zn rn ¢ G a Z N c+Ni Z xN O LLW 0 O U U_5 N W ❑ ❑ ❑ 0 Z N Z n Q rNi � Z � � o w O w o v ! U m w ®i 4--- J E �.S�3w�..r = $ `....... �I U o C Cn • ti o w co co Z Z 4 _1 a E O E w� ° � wz g zo <R Z® On V Co o �� a so oa z N � w= o <ow� wz ¢w �� . n3 C = o z z mam z(n v 'o'w < Of o 1Z jO Uw U) Km `�W E J J o O CO QQ 0. �o a r et 3 O C O T i >cM O N N m W L (ID 'qj_ �N.F 1-1— co 4-1 NN 0) N Lo N Q r r ai M N (0 vi N o z z 3 E N o. E 0 U Q O JOB NO: 22-02372 SCALE : AS NOTED SHEET NO. S5 9 0 U 0 N N N N N S 0 a N N N S V) 5-- 9 m v rn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATIO BAFFLE INSULATION PER -- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 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 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONIC. SLAB MIN. PSI MAY VARY PER .� MUNICIPALITY c a. CV • •' .. ,..a . .d _� M ' 1=1 I I— I I 1=1 6x6 W1.4xW1.4 III J1 J=�= 11 a •: • a. WWF OR FIBERMESH ICI I II I II I I��I I I I I • ° -III—III—III I e. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH) - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 � APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LL w LAYER 1/8" THICK. —INSULATION PER CHART ON FLOOR PLAN (13 R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) LL v 4"x4" INSPECTION PORT AT CL EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE =1NISH GRADE 00 .III I I-1 1 1 r rI=—! L r' I . , �T I 1-111L—I 11 STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN, CLEARANCE 4" TYP 2-STORY WALL SECTION 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. 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 WALL----_ *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 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °O SEE FRAMINGWEEPSCREED CD z_ e- ^2 PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. LLU BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR TL MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUST FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 2 1/4" TITEN � r SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 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 SCREEDLL Ef INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8) 10dx1 1/2" I `�' NAILS AT EA. TRUSS wl MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" B.U.C. (8)1Od NAILS TO STUD PER STRAP m SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSSro_"'� SCALE: 1 1/2"=l'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH • " •. e ° e. de. CO —N. .e t• .• r ° ° T I I �I I��I I I—i l I J ICI I I. -I (3) #5 CONT. ON 3" 8" 1'-81 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. 15132" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS i REQUIRED PER O SECTION X-X IF W� NOT FULL HEIGHT SHEET C U) Z G FLOOR SYST M pr (2)- 2x TOP PLATE BEYOND I IS/32" OSB EXPOSUREI F SHEATHING w IT = 11 SOLID 2x C O) BLOCKING @ ALL :j C SHE co EDGES (SEE OPENING SECTION X-X n U C x Frw x E 2x STUDS Uj BEYOND. U) SEE PLAN o O ""-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" S" =NAIL —318" SPACING Siz sin 'I 'I 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 VFRTICAi RL f1f:KWC SECTION X-X SFFp/��Ow �N 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 O Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANy". F _ OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. � � 0 w/ 8d COMMON NAIL J w LL ¢ 0 O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER : O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. O vNj F cn OF °� LL CC QG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 0 ~ MEMBER IF GABLE END LL LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 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". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH OR 3-ROWS 12d NAILS STAGGERED @ 12" OlC FOR 4iFACE 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (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)10d x 1 1/2" EACH SIDE Op N�FR10 N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS I 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 W1.4xW1.4 f WWF OR FIBERMESH 4' •'. e- -I I I_I I I —I I I_I I`.` M .. -1 I i—III—III I I ,A• • . ; . `. IIIIIIIIIIIIIIIII t (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" I I —I Wl3" MIN. CLEARANCE ALTERNATE FOOTING 0 m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON 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) 1 (2) (3) (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. 00 FINISH GRADE I— 00 @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. � � O N SUN - m LL- r � N � Z j N N O .; tq Q ;,, 0• 3- z w ') O lY 7 >fs. 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 Engineer's signature and seal. W v E Co Q O QO 8. N it O N- N 0N' J LL1 q 0 td it u, W - cn7 r M � ° W a N: v d rNi Y a ALLLo " aW3: Z T 0 O W L 19' 5•-Nco W O Q W �g�rn Z LL a N rvNj Z K Ln O 0-1 ch Z 00 W ❑0❑ (D M � z N t+I z z o � Q N V) z � o aj LL Cn (� C. M U 0* 0 ,, s V) c N �N U w _ 8 M ® l' c `0 � 8 0 t� vMo co M v o z --J E Z O �� Y N n OV Z® oa ca ro F Eo X Uo tt Oz U-m Ug E a¢<�s azZi n3 co J ¢b Wo <wZ �Z 3 8<� �z W T 3 U a 0 p F C ti J< aF 3 .? J 0o la 1, c Q tll ID >(o O N m T L (0 d' N :3 (7 T Y ) U 1 CD I� N 0) N C:)Lo Q T' ui m w 04 CCN o Z Z v; E N E U a _j ¢ p JOB NO: 22-02372 SCALE : AS NOTED SHEET NO. S6 (MONO) __ - I _ i III I III II"I IIf'_11 1' 1 1 I I i !- I_ ' 4'tN' 1 1 11 1! 11 111111117P 'I III if 'I I I I I -- I -- I— I_ L Ii OF !W' u 3 v, w -r n N m 7t Cl v N r- N ID o v+ 3 C Q C) 0 ip G E co 0 0 S pO7 J a� tZ o U v c U N 'o i U :a li z I Y i E •U J t C) N ai 0 6 a fV CV 0 'm -c a� v SCALE: " = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \0" 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD 41 GLUED AND NAILED --\ i DRAFT STff 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: i" = 1'-0" VYFILL SECTI FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND 4" 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 � STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT %RS IN WALL 2x12 SYP B BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x6 SYP tAN DE MOISTURE CTION ATTACTSYP BLOCKING OF STAX AND NAILED TO FLOOR WITH GLUE FOR STRAP2x4 PT NOTCHED INTO STRINGER 2 J" TAPO.C. (SIMPSON MTS12 w/AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS \ 1x4 / OF STAIR TO CONC. W/ J" X NAILED TO STRINGER / 2 J" TAPCONS @ MAX. 32" O.C. / f I EW "A" SCALE: 1" = V-0" 10 SECTION VIEW "B" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH X__ ZX4 5YP 1:31LUCKINU FOR STRAP t PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) STRINGER CONTACT POINTS \ / ON VIEW "D" SECTION VIEW "E" SCALE: 1" = V-0" z" PLYWOOD —2x SYP CUT TO FIT BEARS IN WALL ---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" RINGER 2x4 GLUED AND NAILED SECTION D—D -3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS SCALE: 1" = V-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS X GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING E SECTION VIEW SCALE: J" = 1'-0" - _ SCALE: 1" = V-0" -3/4 PLYWOOC ON DECK --2x8 SYP GLI AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C — TI NOTE: 2x8 DRYWALL STOP \NOT SHOWN G-1 SECTION VIEW "C" \ SCALE: 1" = V-0" TOP OF STRINGER --2x4 BLOCKING FOR 2x12 SIMPSON A35 -- 2x4 PT UNDER 2x12 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — \ FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT -(2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE OR 1"X16" LVL 2 X 12 BLOCKS, GLUED AND ATTACHED W/ 12d NAILS NAILED TO JOIST. @ 6" O.C. TOP, BOTTOM AND VERT. SECTION V I EW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:" = 1'-0" L POST LET INTO ;LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) =LOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 L:Ed.� 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = V-0" AWOMU N CD i< U_ 0- CD Z (a O M L) 6 F1 N '✓� U ID Z - J [''`. �^ - "E_33 /Im l i t l lei+sgle, 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. F o ECo o - Q O 8 O N J N N � (M� � LL Q 2 ' C' I� W _ N O U- a - Q LL LL (L L J O o Z L f6 O O o��� 00 noW U) °' Z L0 N o J a 0 N MZ d'SoO LLW W ❑�❑ W V M � z N 0 z� d N n 0 U' L f6 Cu V O w s / v1 U LU � � ._ oco a �Q c ¢N I m M o z z i E �o > C6 0 w �® cu 00 z�o O E N y o ao ¢a az � 4 L ¢w rp U)Cz z O=U "m o FF o z v J 0m <w Em rn N �� °o� z Z g° a �W W U <� �o z O O J a F CIF a o R ol¢ d F O� 3 0 c C: >M 0 ai m m U CV .-. :3 r d- Cr T ^^ I..L cYi V, 0 f— 4 C14 M N N Lo Q r 7— T ai 04 N o Z Z E N M0 Zc o CD JOB NO: 22-02372 SCALE : AS NOTED SHEET NO. ST I III !I q i 1..1_I1111P71+IIf I,'Is I. „ I -I ---� -- -- -- -I �f --- �� 1911111 11111Ep,1, I 3 W I N Of Cr 0 R -a- 0 J N N 0 I v r� 0 3 Q C. E E O O J co LZ 0 0 0 U 0 a U :a z I 6 0 V LZ N 0 M P1)) 0 a a N 0 S Z 0 W m 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER r1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. j� 1x4 APPROVAL FOR CONN. 1 X 4 1x4 P.T. 3/16"� X 3" LONG L FURRING 3-1/4" LONG X 3/16"� FURRING TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ BLOTAPCK@ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 11 1-1/2 DETAIL 1x8w/(2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -112" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2 2 1/4" DETAIL STAGGERED @ 12" O.C. 1-1 /d" IIFTAII x DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS r SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B7 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK T-0" — SECTION A -A 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.) ,t Z-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 TI INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) EQUAL BTWN. OSB ARCH FACES W/ (4)10d NAILS THRU OSB INTO 2 x 8 B-g ARCH DETAIL K SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DrAGONAL 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" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 ±5A NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 21/4" 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 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. OOF 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'/? 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 rL_%�� SCALE: 3/4" = V-0" SS FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦ DO NOT DO THIS �R ♦ ♦ THE :S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW #5 REBAR (TYP,) ' = STD. 90° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO L 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) / 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER i THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF 2X 0 TRUSS AS SHOWN FOR O.H. UP TO Z-6" DOUBLE 2X4 SCAB FOR 2-6" TO 4'-0" O.H. 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 ANCHOR BLOCK IT MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER M. AT PERIMETER W.W.RE COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHE THIS CONDITION ��'H 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 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6'-0" \\ _& OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP Is _. - =—; LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT P► e — —� PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ , ' — * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL�T� ° SMOOTH. DO NO FURROW. , — ►, FF F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o _ -- FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6„ IN. LAP ►, rr�" g ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: o " REMAIN FREE OF MORTAR. z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. - g 0 P 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) 1) 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. 10 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. + + GCFN�Ty (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + BLOCKING AS TRUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP ► EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSIONrM SCALE: 3/4" = V-0" SS cPt= QWPIP-r n,) nntn 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— - , z O U) a 2 U_ O Ll.l U a U U) @ FIRST COURSE ♦ H SS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND 6" O.C.NAILED EDGES AND 12" OMONFE LD /--ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r-2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAMI OKTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4-W 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT a: a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN , 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-0rr 51-011 SCALE: N.T.S. INISH FLOQP e e a ►.. #5 BAR �D. ► 1.0" . D ° : .. • ° CENTERED W/ g 4 ► • . ° y► IN TOP o ► a •'' KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL :► e. ° e DIRT ? Z STANDARD o 99 HOOK N #5 BAR IN FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC JNTACT 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 EXISTING FOOTING RETROFIT FILLED CELL DETAIL �4 SAW CUT A SECTION SCALE: N.T.S. SCALE: N.T.S. ~ O N v >< IJ- iz %.- -0 N -r— ca v 'I U) Q O} ` t- ` , z - N a ; O O / L a U, 0 r;0 cl;p�.� 4 '•.,FL•. `'`cif//rf f @ � I I I!1a� ,qa��•, 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. lL vE F o o ('04 a N� O � J - 5 N 60' O-� LL ' 0 aOp 0)7k u, W Q j LL LL ayu 0 Z r°o 0~W � N0 � O J o Z N F, z Z pV U�vvi W ❑❑❑ CD 0 z N � z � � Q $ J r tj N z w �_ U 0 C y U w 0 U 8 Q � � 0 �w M M o Z co C CL o� ZO fo I_ > <H 0® oCU F— Do �0 1 Z O E Oo N d f Z w O Q d Z �w a ao ox Nm m� O z1z z N J i� ,e <w f � N� a��° a� 2 ¢ LL d �w W 3 <� FL w� GF 3 � O O c0 0�< a °i O N 'c O a� o� c� N N : T U m 04 CD �' Lo N Q CM T ui A__ M o Z Co Co y E N0 o a E w 0 _1 a JOB NO: 22-02372 SCALE : AS NOTED SHEET NO. SS 3 W 4- 0 i m r N v r) 0 .c r- N O 4 0 N Q o, 0 N N !!1 d 0 v _ J LZ O O C c_;- I w 2 U i z I Y i 0 0 O LZ 0 0 i1 0 N 0 rn Cn CROSS BRACING DETAIL (TYP.)r1 SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS 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 v ITI * I If I-4 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT —TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ---\ A I ----LWOOD TRUSS ---! A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 4" 1'-4" AL EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE CV z PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX WOOD 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'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A �A 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) NG.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: N.T.S. z O Q w J w w w U) WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION 4" PORCH SLAB SEE FOUNDATION PLAN 1'-4" SEE PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE '2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 w/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED jgk MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE r— — (3) #5's EA. WAY- . n _- i 8„ I I 111 PORCH SLAB SEE SLAB LEVEL FOUNDATION PLAN TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BILK HGT. —#5 REBAR CONT @ SLAB LEVEL —EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SEE CUT (2) #5's CONT. T&B w/ <%j z CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" SECTION FOR MIN 3" x 3" WEEP HOLE WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 _ A —A ALTERNATE BLOCKING w/(12) OTIE LS SIMPSONHUC410w/(14) — SEE PLAN CENTERED AT 16d INTO HEADER & (6) 'FOR CANT. DETAIL @ INTERIOR BEARING SPLIT TO TIE ROOF INTO BEAM -SEE BEAMS TOGETHER ROOF PLAN FOR MORE INFO SCALE: N.T.S. 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" • w 4" z c~n Q "v PORCH SLAB SEE a N FOUNDATION PLAN w U) z �„ z w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" '- LOWER OR GARAGE SLAB SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC INDICATON ED OPTION B CONNECTION I NFO OPTION C a EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A ATTACHED PER SEE ROOF PLAN 2x4 STUDS w/ SIMPSON 1 NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. SP1 w/ 10 10d NAILS ( ) CONNECTION INFO. BM. SPLICE OVER AT BASE SEE J/S6 FOR ti A A CENTER OF POST MORE INFO. \ SEE PLAN FOR TOP O07EAM 2x4 BASE PLATE W/ .� SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ 14 10d x 1 1/2" NAILS ( ) SIMPSON (2) HTS20 w/ (14) � SIMPSON (2) TO FLOOR GIRDER 10d NAILS TYP. U.N.O. SEE PLAN FOR HTS20 w/ (14) BELOW @ 16" O.C. CANT. IF 10d NAILS SEE FLOOR PLAN FOR INDICATED TYP. U.N.O. COLUMN SIZE & _LN- ADDITIONAL INFO. (WOOD COLUMN SHOWN) 16" FLOOR SYSTEM FLOOR GIRDER - MIDDLE SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION CORNER SEE FOUNDATION SECTION @ FLOOR PLAN FOR MORE INFO 5" CONNECTION r22N COMMON BM. ATTACHMENT 18 SCALE: N.T.S. SCALE: N.T.S. 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 SCALE: N.T.S. 2x4 #2 SYP NAILER. NAI TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL ROOF AND EXTERIOR SHEATHING EACH TRUSS TO ATTACHED PER NAILING ;7--SCHEDULE NAILER w/ (3) 10d SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ IF 2x DOUBLE LEDGER, FRAMING PLAN 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. • SIMPSON LUS26 w/ (8) 10d ZSEE • NAILS OR IF 2 PLY TRUSS 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 --I�, CONNECTIONS V INFO. - - - - - --TRUSS/ TOP WALL EE PLAN %2' CDX PLYWOOD OR 7/6" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES -- V 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP h I 2x4 #2 SYP P.T. PLATE W/ %" EPDXY ANCHOR OR 2,� iF '° d J-BOLT OR %2 TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS E PLAN FOR OPT. ° STAIR INFO. IF d ONCRETE STAIRS )RMED &POURED MAIN HOUSE ° a a d; (1) #5 EACH STEP a SLAB a 4' (2) #5's CONT. T&B _.A a_ d ° w/ #3 STIRRUPS AT III a 4'-0" WHEN DEPTH EXCEEDS 30" .a° C d bd. GARAGE OR - z LOWER SLAB T a ' a SEE PLAN ° SECTION @ GARAGE MONO 21 SCALE: N.T.S. > ti O N 0 M N o«COX r La r -O s C N 0 U -d `L C: O d y 5--. V) Y) U � O ! ! � `lilAaRf ,. _ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. C. W E (1=1co a O co 8 N 3t C'N��� G ", W terra LL W tL d .4Qj c'v Y _j a 0 --�, O Z 16 C v IX L O O F- W a Z ZW v_, O � N OU c�J !n Z ❑DO W U z N o z z o o n- N IN z oC2 vCDo c6 w O w S �Ln NLn c N ~ U w - E _ � d U 0 Q o N � sm co M co J < E z o wz z aR _® O a Q O co ru X. U o QO Z �ro o � L a��¢ z <o az �w s rz U)<CZ Q ❑ m a o� C/5 J m 3 0¢ go _N 0 3 p a uF W w oLL 3 Jco w� �o o z aou a 3 C C:)i 0 H T > ('7 C rn 0 L (6 N = T d- T Y U)C14 C) t� C'j 0) N Lo Q 7- r ai m .r N CD vi N o Z z E N d U J Q 16 J JOB NO: 22-02372 SCALE : AS NOTED SHEET NO. D 1 (MONO) I I I i I I I 1' I1"tT1 ' 111m I I I 111 l 1 I_ (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP (USE SON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 � TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. � EXT. SHEATHING MASONRY WALL 0 BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO Q SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 0 1. APPLY SUB 3 2x #SPF () (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS � + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OF IWIDTH 2x STUDS © ADHESIVE TO 801 O.C. EACH SIDE OPENINGEND 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE q 2x4 #2 BLOCKING Q THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE 11 AT 48 O.C. EXCEEDING 6 FEET. ( ) () SILL A SIMPSON LS30 w/ 6 10d x1L1A/2'ECLIPIEACHOSIDE 0 w/ 6 SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE MIN (3) 2x #2 SPF STUDS END OF INSTALLED AT EA. END @ CORRECT BLOCKING w/ (3) 12d EA. END FLOOR DECK HEADERSEE / 4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK INFO 1/2 GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED = SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL '° '° VERIFY W/ PLAN 8d NAILS @ 3" O.C. / JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK W10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d J/ WALL SHEATHING TO RIM BOARD (2) 12d TOE NAILS TOP & BOTT. CHORD (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN FROM NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. 2x8 OR 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION (2) (2) REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. BO SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" P - 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF 2 - 2X SPF TOP PLATE O - -_ HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE � SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS HEADER/ STUDS (2) 2x HEADER SEE PLAN _ 2x6 / 2x8 WALL BEYOND SEE 11 C SIMPSON SP1 w/ 10 10d NAILS AT 1 O.C. U.N.O. D 6 ( ) O G 2x HEADER INTERIOR R HEADER E O H (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR I I NAILING AREA (TYP.) ) I I HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER CONNECTION (2) 11 „ 11 SEE PLAN E 5/8 A.B. @ 24 O.C. AND 6 FROM O MIN (3) 2x #2 SPF STUDS @ T EXTERIOR HEADERS COL. SIZE I 2 SIMPSON MST37 J' () SEE S STANDARD EACH END W/ 7" EMBEDMENT. IF 11 AT STEP DOWN LOCATION MIN 7 X. 2 SPF xEMBEDMENT PAT STEP. EMB E S S END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft 2 2x SILL PLATE w/ SIMPSON LS30 w/ 6 S O STRAPS w/ (42) 16d NAILS HEADER DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN CONNECTION DETAILS FOR , MORE INFORMATION 12d NAILS AT 6 " BASE PLATE „ FLOOR SYSTEM OR 2x CRIPPLES @ 16" O.C. 10d x 1 1/2 EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x 11 P4 w/ 6 1 d x 1 1/2 USE PRE-ENGINEERED SIMPSON S O 0 ( F O W/ 2 12d TOENAILS T/B O 2 10d TOENAILS AT EACH END OF 11 \ � 1 1/2 (USE SP8 FOR 2x8 C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 L AT STUD AT HEADER / EWALL OR BEAM WALL) A S U _ SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. OR LVL GIRDER (2) 2 x #2 1 WALL) @ 24" O.C. SYP U.N.O. \ Ic GREATER THAN 4 IF OPENING IS GRE E BLOCK SOLID I JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET ( ) \ / TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR I I 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 1 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE - - SIMPSON HTT4 w/ (18) - - �— G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. .� 16d NAILS & 5/8" B 0 X HEADER AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS E F I I TYP SEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SIMPSON MSTAM36 W/ (7) FLOOR TRUSS/ WOIST SEE PLAN TIE BEAM ANCHOR BOLT w/ MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE J L F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 10d 1 1/2" EACH SIDE 10d NAILS & (4) 1/4"x2 1/4" TAPCONS NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE w/ (6) x PROVIDE BLOCKING SIMPSON SP2 w/ (12) 10d NAILS AT gH SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS _ 1 �; - -. -/ 10 0 - - - - NAILS AT D BASE ON SP1 w ( ) 10d NOT REQ'D TO HAVE CONNECTIONS. • . - _ -. 'PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN _ _ TO ANY GIRDER TRUSS IN THIS 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER FOR EXTERIOR 2 STORY WALLS ONLY. 2 STORY COL • @ GIRDER (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. 4 SYSTEM 2 SCALE: N.T.S. SCALE: N.T.S. 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 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 LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x WALL E P F ° 6 , USE S 8 OR 2x8 WALL) @ 24 O C PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2 (USE SP6 FOR 2x CRIPPLES @ 16 O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN 3 2x #2 SPF STUDS () S U S (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/C �cX T 2 2x HEADER SEE PLAN 2x CRIPPLES @ 16" O.C. () 2x PP @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. • '� FN L9T O F� 2x STUDS @ 16" O.C. 2 TOENAILS T/B () INTERIOR HEADER Q/S4 FOR REQ'D JAMB41 (1) (2) OPENING LARGER THAN 4 ft (2) 2x ,2�� 8 T TOP SPLICE Mgt, OA (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON 4 FEET \ \ g IS GREATER THAN LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 _ MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ' 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP/ 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w(7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS 1 ; W/ (2) NAILS NAILED TO STUD PACK �" l FLOOR DECK FLOOR DECK @ 3O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. �I� AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. aC� 2nd FLOOR HEADER CONN. a@ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] rj_o TOP PLATE SPLICE DETAIL 9 �1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. co p co X � ca u•- fl.. L L Z cz O l6 u -0 U) , r � N r Q ?� U) LU 7 _,_• ,�,,•;•;;t11V11111lIJJ � •r'�ySE �� f�5 W s . p4 W �,�; '• Fop n•• \N\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 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. as W �co Q O M 8 N F04 u J M ANC) LL a. n Q a M'T ° Y Lu alU_ a L 5 Zug 0° '13 z c� G 0 _j r.- �x 0 �Q'� ¢ W -1� a Z oo uLo MZ tY� O aN Q U N OU Z W ❑❑❑ V M z N o� � a J QU) N z v CD o � i•1 c3 o A V O w s N c �V) C C)� W J � — E U 'O N O c (v Q o �w M M J hz O S z ¢ 11 z ❑ g O > Q O E U Z ❑ a � O U ao ¢ U � OU Zo o no CV I-- Wz a ¢a wz � _ C a= mg OK z Z U) J a w zz u) 3 ¢m Z gu 2 Q 2< w a �w W w w =r >° o °O > M cr-, O °' a 0 C T v Y ) U m (.0 a..+ N O .Q O O N T_ N Q � T E m E N � CD 4i N o Z Z E N 03 tL 0•. E U J Q J JOB NO : 22-02372 SCALE : AS NOTED SHEET NO. D 2 rr v ., 1• . II'. !I1MI111 PNI'11pigl Ij _ i _ If I. �I _j i In 11 111 v+ 3 W N _ m N Cn C 0 Q Cc 0 J r N 0 I O 0 rn a N 0 i d E F� CID O Cn cu LZ: U 0 c i m U i Z N I Y 0 ip J LZ N N N N N 0 0 a N N CV N v a U7 Q d 0 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE L DOOR ROUGH OPENING SLOPE WEATHER RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER 7 EXTERIOR WOOD FRAME CONSTR. (O.6 Cm : 30.5 Cm) include flashing as described in Section R703.4. TAPE SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water (ASSEMBLED WINDOW) 2 NAIL BRAND OR EQUAL WEATHER CEMT. FIN. within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of Ir- O PROOF CAULKING draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER 2 RESISITIVE BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other UNDER DECKING SUBFLOOR (SEE DETAIL WP07) approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, pp pp 9 p PP Y SELF -ADHERED FLASHING 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 HEAD FLASHING TIE-IN INSTRUXTIONS: felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building 1. Cut, fold up & temporarily secure weather RIM JOIST appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under 1 weather resistive barrier 3. Fold barrier back head 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The BE USED. weather resistive over flashing and seal with tape 2 2 2 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW 1 SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING ' :MT. Exception: Where the barrier that is EXTERIOR DOOR WITH DECK - SECTION A FINISH SILL/ POTSHELF/CHIMNEY SHOULDER water -resistive applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING ,I 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING shin le -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes g g pp 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the EXTREME REFER TO TECHNICAL SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL O COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, _ ��o (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOW BUCKTO EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF ° ' MASONRY WINDOW BUCK , VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 2) SEALANT JOINT O THRESHOLD shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF 2 3 WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) �J AND EXTEND TO 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall WINDOW FRAME MASONRY PER CODED SELF -ADHERED FLASHING O � � finish or to the water -resistive barrier complyingwith Section 703.2 for subsequent drainage. Mechanical) attached flexible flashin s q 9 Y 9 shall comply with AAMA 712. Flashing at exterior window and door be installed in 6) TOOLED SEALANT openings shall accordance with one or more of the REQUIREMENTS BEAD BRIDGING 2 following: 2 CLADDING AND WINDOW FRAME SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 manufacturer's instructions, in accordance with the flashingmanufacturer's instructions. Where flashing instructions or details are manuurerons. ere asg O AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 1 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of exterior wall f the finish or to the water resistive barrier for subse uent p q DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE (SEE DETAIL WP07) 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. --►(Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING5.5.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 gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP AV OUSEW AP PATCHDHEREDFLASHING STRUCTALATH TWIN TRACK 2.5 Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4"CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE a 7/8" Cement Plaster "V" SEALANT SOCKET WITH JOIST ° 4 ° ° ° TOOLED APPROVED SEALANT SINGLE WOOD BEAM ° Foundation Wall ° in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING � � ° ASTMC926 in accordance with SELF -ADHERED FLASHING 1 a ° ° a ASTMC926 2 ° Felt backed metal 3" MIN ° ti lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED L� 'with ASTMC1063 lathe in accordance FLASHING FLASHING with ASTMC1063 Q 5 Building Paper �; ' 7/16" O.S.B. Building Paper SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING , SELF -ADHERED FLASHING , FOUNDATION WEEP SCREED �' ,��.' ' sheathing 7/16" O.S.B. Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER .. Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL % � � Installed As Per Manufact. Specs. PRODUCTS DETAILS TILE FINISH / I STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) o Maintain Bottom of Stampede or similar � _ cauk bottom F- DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2 DUROCK " > BOND BREAK WEATHER RESISTANT BARRIER - - \ / > BOND BREAK WRB SELF FURRING (SF) LATH - �� �� 1 1 /2" to 2" Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) ma � �' ACCESSORY (I 'OSB', Sheathin g Installed As Per 1'-4" PER PLAN SHEPLASTER ' SF LATH SHEATHING, PLYWOOD, DENSGLASS tS\L\S\� l Manufact. Specs. Detail Instructions Refer to the number marked as # in each detail that corresponds to the 1'-0" PER PLAN - v % I WRAP DP WRB ONTO / ' THE VERTICAL Cement Plaster 1/2" Cementitious SURFACE TO TOP OF Decorative Finish numbered items in the list of Instructions below: \ FLANGE AS AN AIR in accordance SLOPE \ BARRIER with ASTMC926 All inside and 2nd 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing barrier to form 8"CMU � 3-112" INCH FLANGE over wood •0'0 • ° �•o•, outside corner will o floor • °•®,o, and weather resistive water shedding need to miter laps 4 OR 8 CMU I cut and caulked all 3. Self -adhered flashingcan be substituted for building paper g p p (PER SEAT DEPTH ° ( ) Z i Z �� �/ �% ���✓����✓ ' ✓ �`✓ �/�`'� i � STRUCTURAL FRAMING • •o, c • o,• o• butt joints need to o, 0 0' • t 4. Split the release paper using the ripcord (Split release on demand, IL GROUT a � g I� ? � ' °•o,o o •4'' becaulked using o o • embedded in the adhesive layer) - for ease of installation and to a- - , �� z STRUCTURAL SHEATHING Stampede or sim. minimize scoring cuts a W W a a PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. STRIP OF SAF caulk for all 5. Remove all release a er er standard installation instructions and p p p ° I- = I � DO NOT SEAL. - CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" ° TJ U ROD & SEALANT DRIP SCREED PLASTIC Minimum) SLOPED MUD BED °Lu ACCESSORY I \ j BOND BREAK WRB 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to 8 4 Q w cwi� SF LATH i a o fit tight to corner VINYL SHOWER PAN = "� A IIS, I Note: 8. Mechanically fasten as necessary SLOPE e CIS The building paper and metal lath must be - Cement installed over the top of the weep screed. ° PLASTER STOP Plaster CONTINUOUS BACKER ROD er ck 4 4 a SE AANA 1 s tfloor a CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER ' SCALE: NOT TO SCALE N � O ti o C� co C� m d � s s� Z @ M �1 Y U C (n , ..� � 0 r s a - T CV CV 0 CV N N 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. F O M QE � Xk QC8 N LL V 0 0 LLa W - Y M M v LL CLUi In a o LL LL a -ILL! o Z m c x L o O ~ W � '� 04 O LL DoNo �� N M Z Q' a OU U� ((nn Z ❑oa k , .. _ W Z N M 0 z N Z r; � Q r N z v � o 0 -1 w • VV M p m U0 O 0 cn N ? .) U a; °- - E �0 0 o CC) w Cl) M o Z � E o �z sz > a� oa Zcc ® V F ru a �Z D o o a Z O fV Qz o wz �� a C Z 0o mO ZLL >z Z Q) J Z to d a� < o� aZ W aoa aLL rir CD a zl¢ 3 �O .s = N > M O CA M m 0 ^' W CO to N .-. =) r U }+ m '-' p � O O N Ln N Q T r 6 m N N a Z Z E N co a c0 °� a o JOB NO: 22-02372 SCALE : AS NOTED SHEET NO. WP1 I I L I. I _ 1 1 1 II _ ) I I_ I ■ -- L I -I I _._ I I _L 1_11_ 1 Mounting Brackets (10 Gaugel 4-1/2'x 4-1,,2'x 2-12' Stye Anchor Schedule Bolts 1 /2a Dia_ A325 Gale. iTyp.) ,lei/ Te # 14 Self-fJriUing ScreW5 A/C Unlit dottorn Edge Nurrlcane Strap (Typical- 3 in front) Front Cross Supper t (May be cut to W) Left Bracket (i6Gauge) #t4Self-OrilingStrevirsThrubrackets & Back Cross Support Into AIC Una Bottom Side (Typical, 3 each side for hurricane use) Washers / Self-Uxking huts Ste --fit. -al miun smuwzusul err inrr W ­J, ear6 j-6uxtune Aar Braun tiai srl 5rr1 t)tawialt av411ab1e up- tegtusf t (M win Sack Cross Support (May be cut to W) Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation Page t of I Building Codes and Standards 2nam21 Product Approval Application Detail .4.2st merry or g tea 291 Dm4 Policing )&15p TIM Version Mansufacturor Comm lndnaer - Lloense Validated ist VaNdatid Sutimlaod F5C Approval ADPigy34 status Alfimetloo 2020 Smart Vent Product., Ix.. Wheel Greb.m Hemhan F. Naero P.E Locke B-den RE, 12MW020 12Jie2020 12282020 APPro ed Category: atrxIael Canpalmts (877) 441-8368 PE-73T78 (334) 3OD-1800 Subcategory: Products Introduced as Result. of Info@smart"Acom New Technobgy Cwrloll-ce Method: Evelu.fim Report arom a Florida Registered Architect as Ucensed Florida FLebMINIFreduofe Profeseknd Engheer BMA Productmeet. Hanby er Name Duality Assurance Hoorossdfor Wanda t dso'lotign Callus Exgtetlan Data Use ADoroved for use ' Outside H1rH2 Impm &&sig1 $aBi(am, Pnuun. 1 SmanVem Model s1540510 Duel Function Flood and Veneration Vent 12712023 Yes Yas NIA «100F100 2 S*adVent Mode1#154051I Dual Function Flood and V-11stion Vend 12f3112023 Yes Ye. N/A r160f 10o 3 SmartVent MOAeI#1540- Flood Vent 12012023 yes yes NA «100l-100 4 BrMnv- Media s1540.521 2ilated In ulated Flood Vela 12l31R023 Yes Yes NA «1006100 5 SnwrtVeht Motel #154O524 16&qutl; Garage Door Food Vent 1W312023 Yes Yes N/A PUA 6 SmadVent Model #1540 570 Wood Well Ifni eta Flood Vent 1MI12023 Yes Yes WA •100F 1DD . amen nt Model #1540,5?4 14.5&qud: Garage Door Flwtl Vent JMI2023 Yes Yes NIA WA Florida Department of Business & Professional Regulation r.9e 1 orl Building Codes and Standards V142021 Product Approval Application Detail Sc245 mitt' or R92 M Date Pending J� s ]sips Version Manufacturer C-I..t Ennlneer A Licenas VdW t d81validated Ssulorau.d FECA-nasal A-,,d tla Re%ision 2020 Drexel Metals. Inc. Jason Shumate Zachd y R. Priest Locke Sovdan P.E. eano72o20 oeNar= o62mozo 10r132020 Ayprmred Ca[epay: Roofing i5021303-1511 PE-78021 (334) 300-11100 sul,Caepory: Metal Reoand jshumitat8erexma, cam Conptarlce Method: Evakudon Report from a Ronda Registered ArchBeot or a Licensed Florida Professional Engineer FLS17879.RHProdubts Quaaty Assruame Aaoroved for use AOwoved for use lrnml ! INA RatluN Model. Number or Name Product Desedpdnn seines eaDlratlerl (7ale In HVHZ Out" HVHZ Its"ald Pressure 1 Drexel MNeI Roofing Systems DMC 100NS, DMC 15086; DMC 175S, OMC 2006, 121312021 Yes No NfA 10F1a0 DMC5V Florida Department of Business & Professional Regulation P.W 2 of 4 Building Codes and Standards 11252022 Product Approval Application Detail -.... sue'. �"�. � Y ._ ,gym* 3'3"�.-`.r.8 y.,- 'a.>4��✓LV;� +''., }- �- �..- � �. .�y � :�. �� ...�� s.•: - Sa= EffM or 20 2M Date Panama 29L T e Version Manufacturer Contact Enalneer& License validated By Validated Subm Mao FBCApOroval Aparaiied Status Revision 2020 Therma-Tru Corporation Steve Jesperson Lyndon F. Schmidt; P.E. Ryan J. King P.E. 041152021 12(312020 04/2212021 05MB12021 Approved Category: Exterior Doors (800) 843-7826 PE-4340* (813) 767-6555 SubCate9ory: Swinging Exterior Door Assemblies sissperson@thermartru.co Compilance Method: Evaluation Raportfrom a InFlorida. Registered Architect or a Licensed Florida Professional Engineer FL*2O4694t5 Products Oualrty Assurance Aooroyadfor Use Acorovedfor Usa IMDad Desjgn SenC Product Model. Number or Name Product Deschotlon Conmact Expiratlan Date in HV14Z Outside HVHZResistantPressure 1 a. Thernm-Tru Fi�r-Gassic end Smooth -Star Nominal 6&#39;8 &quotlmpact&quot Opaque 12/312022 No Yes Yes N/A Composite Edge Fiberglass Single Door It rtswngX)utawhg; x configuration) 2 b. Therma-Tru Fiber-Cbssic and Smooth -Star Nominal 6&#39,8 8quotl n-paict&quot Opaque 12131f2022 No Yes Yes WA Composite Edge Fiberglass Single Door with adelte(s) (Inowng)Outswing; XO; OXor OXO -figuration.) 3 a Therms Tru Fiber -Classic and Smooth -Star Nominal 6039;8&quotlmpactilcwt. Opaque 12131/2022 NO Yes Yes NIA Composite Edge Fiberglass Double Door Wth or without adelites (Inswing/Outswing: XXor OXXO confpunfions) 4 d. Therms-Tru Fiber -Classic and Smooth -Star Nominal S&09;0 &quot;l mpact&quot; Opaque 12131/2022 No Yes Yes WA Cola site Edge Fi lass Single Door pp d99 hg W utsw ' X configuration) its h8, 9 ) 5 is. Therms-Tru Fiber•Classlc and Srciooth•Star Nominal 8&#39.0 8quvtlmpact&quot Opaque 12/312022 hip yes Vas WA Composite Edge Fiberglass Sngle Door whh Soot ee(a) (I now ng/OutsW rig; XO. OX or OXO conflgunni.ns) 6 f. Teerme-Tru Fiber-Oaselc and Smooth -Star Nominal 8&#3g;0 &quotl rrgract8quot; Opaque '12/312022 No Yea Yea WA Composite Edge Fiberglass Double Door Wth or without SdeHtas (InsMN1Outswing; XX or QXXO mrifguraaons) 7 g. Therma-Tru Fibet-Classic and Smooth -Star Nominel B&#39,8 8.quotlnpaGAquot; Glazed 12l3 M22 No Yes Yes WA Composite Edge Fiberglass Single Door (InsWng/Outa 9: X configuration) 8 h. Theme-Tru Fiber -Classic and Smooth -Star Nominal MA39,8 &quotl mpa0t8quet Quite 121312022 NO Yes YIN, NIA Composite Edge Fiberglass Single Door with adeike(s) (I nawirg/Oulsiiing; XO, OXa OXO configurations) 9 i, Therms-Tru Fiber -Classic and Smooth -Star Nominal 68#39;8 &quotimpact8quot; Glazed 121312022 No Yes Yes WA Composite Edge Fiberglass Double Door With or withoutadelites(lit mrg/Outswina: XXa OXXO configurations) 10 J. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quotlmpact&quot; Glued 12731Y2022 No Yes Yes NIA Composite Edge Rberglas l Single Door (Insvinatoutswing; X configuration) 11 k. Therms Tru Fiber -Classic and Smooth -Star Nominal MA39;0 &quotimpecffiquot; Glazed 12f3112022 No Yes Yes NIA Composite Edge Fioergiass Single Door with Sideite(s) (InawAnglOutaYdng; XO, OXor OXQ configuretions) 12 I. Therma-Tru Fiber -Classic end Smooth -Star Nominal 88939-0 &quet;lmpact&quot; Glazed 12f3112022 No Yea Yes NIA Composite Edge Fiberglass Ruble Door Wth err without adelites (Irnwinglouts;Wng: )C(or OXXO configurations) 13 m. Therrna-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quotlmxact&quot Glazed Molded 12J31r2022 No Yes Yes WA Open Composite Edge Fiberglass Single Door (InswiilglOutswing; Xconfiguration) 14 n. Themria-Tru Fiber -Classic and Smooth -Star Nominal M939;8 84uctlmpactili Glazed Molded 12r3112022 No Yes Yes WA le Doe with Open Composite Edge Fiberglass Single Glazed MoIded Open Sidellte s Inswl OtltsW Pe (J ( rig/ rig. XO. OX or OXO comb uratianc a ) 15 0. Therrrla-Tru Fiber-Clessle and Smooth -Star Nominel8&039.8 &quotlmpac[&quot; Glazed Molded 1213112022 No Yes Yes NIA Open Composite Edge Fiberglass Double Door With or without Glazed Molded Open adelites (inawirgICA-ing; XXa OXXO configurations) 16 p. Thermo-Tru Fiber -Classic and S-th-Star Nominal 88439;8 &quotimpacf&quat Opaque 12131/2022 No Yes Yes WA Composite Edge Fiberglass Srgie Doc, with Molded Open Sidelite(s) (InswinglOuts long. XO. OX or OXO configurations) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&439;8 &quotimpact&quot; Opaque 121312022 No Yes Yea NIA Composite Edge Fiberglass Double Dopr oath or without Glazed Molded Open adelftee (1nsWngl0tdsmAV,, XX or OXXO comigurabons) Florida Department of Business & Professional Regulation Pagel or1 Building Codes and Standards Ift=I Product Approval Application Detail um EDUDLw 20 aaa Date Penolm nag jVW Venda n amufacturer Contact Validated 8v vwtaaw Ltd FBC Ammar A. alloys Revision 2020 PGTlndustdee Jens R-* Mami-Dada SCCO- CER Mlami-Dade SCCO - VAL 11/192020 10262020 1124rA20 AM..d Cstegory: Exterior Doors (941) 486-0100 1786) 31&2590 subCd.ggry: Sliding E.W. Doan Assembles Jranosv.M�pgtlnduemes.c Cgmpllanca MNhpp: CietMcstm Met% or Listing om FLOMR33Rgd ctt Cuaiav Assurance Aooroved for Use Aoore"d for Use jimill oeelm $� F4odud MgdN. ravralera ale- Rod 10-1,iMj08t142021 ion s'onh tEmrn oDate In HVHZ 1 VXZ It-isdad PFpFi3lLt 9 9GD-%70 (Lags Missile Impact) V'n I Sing Dials Dow Yes Yes Yes WA January 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval-Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL204461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80,0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205. 03 +38. 7/-38.7 psf 4/ 14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2e WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60«0/-60.0 psf 10/812023 PGT Series 5500 F L239.2 NIA 7/30/2025 B. 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 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NiA 4130/2025 D MULLION MI Windows and Doors Series 5764 F L15353.2 NIA 12/31I2024 PGT Series 5500 F L261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 NIA 6/2912023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918..1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5f-97.5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, 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 N/A 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MITek Industries Inc. r Truss Plates - FL2197.1 FL2197,5 N/A 12/3112022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/2512024 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 information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Pagel 03 Building Codes and Standards 10 022 Product Approval Application Detail _ (Date 49.92 I:ttthw 20 li9ift Pendino �S im Version Manufacturer Contact Endineer&License Validated By Validated Submitted FBG Awroval Approved ¢tea g Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, PE_ Ryan J King; RE 0723202D 07/1272020 OW2912D20 101132020 Approved Category: Eicterior Doors (600) 943-7528 PE-43409 (813) 767-6555 Subcategory. Swinging F_lcterlor Dom Assembles S].sperson@thermaltru.co Compliance Nettled: Evaluation Report from a m Florida Registered Architect or Licensed Ford. FLA204F0•Rs Profasal.-I Engineer Proltran Quality Assurance Approvedfor Use Aemeudfor Use Desion 5 V Product ModM. Number or Name Product Description Contract Exofratirm Date in HVHZ Outside HVI-IZ Resistant P ro 1 a, Therms-Tru Fiber -Classic and Srrooth-Star Nominal 8&#39;8 aquokimpact&quot Opaque 12f31 ! Yes Yas Yas WA Composite Edge Fiberglass Single Door (InwAng/Oufswing; X configuration) 2 b. Therma-Tru Fiber -Classic and Srnoath-Sm7 Nominal 69#39.8 8quot:impactilquot Opaque 121312022 Yes Yes Yes WA Compete Edge Fibarglass Single Doormth Sidelkets) Qnsvting/Outsvimg: XO, OX or OXO connguraticns) 3 c. Therma-Tru Fber-Classic and Smooth -Star Nomina113&p39;6 8quotlmpact&quot; Opaque 12/31f2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or nMMout SdelHes (IrsoMNJOuiswAng; XX or OXXO configurations) 4 d. Therma-Tru Flbar-Classic and Smooth -Star Nominal 8&#39,08quot;lmpaid&quot; Opaque 12J31/2022 Yes Yea Yes N7A Composite Edge Fiberglass Single Door (InsWrglcutswnng; X configuration) 5 e. Therma-Tru Fiber -Classic and Smooth -Star Nominal 89939,0 1quoklmp ict&duct Opaque12/31/2022 12/31/20 yes Yes Yes Yes WA Composite Edge Fiberglass Single DWI With Sidelde(s) (Insw rigioutemrig; XO, OX or OXO configurations) 6 s-Tru f. ThermFiber-Classic and Smooth -Star Nominal 8&#3a,0 &quot;lmpact&quot Opaque 12/311'2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Scielift s (Ime,iinglOutswirg; XX or OXXO coriflg Yfaiians) T g. Therms-Tru Fiber -Classic and Smooth -Star Nomnel 6&M,,8 &quctlmpact&quot Glazed 121312022 Yes Yea Yes WA Composite Edge Fiberglass Single Door 0nswirg70utswirlg; X configuration) 6 h. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8 0a.8 &quc ;impact&quot Glazed 12Y3112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with Sidslite(e) (Irrevwng/Outswing; XO, OX., OXO configurations) 9 i Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&09:8 &quotimpact&quot Glazed 12131 M22 Yes Yes. Yes WA Composite Edge Fiberglass Double Dom Wth or 1Mthout Stoat (IreMnIi/Cula sing; XX or OXXO configurations) 10 j. Therma-Tru Flber-Classic and Smooth -Star Nominal 8&#3Q0 Pqucidmpact&quot Glazed 12131QO22 Ves Yes Yea WA Composite Edge Fiberglass Single Door i,rsWng/Oudswing; X configuration) 11 k. Therms-Tru Fifer -Classic and Smoth-Star Nomingl 8&#39;0 8quotlmpact&qua# Glazed 12JS112022 Yes Yes Yes NfA Composite Edge Fiberglass Single Door w.lth S cielke(s) (Insw rrg/Out.W rig. XO, OX or OXO configurations) 12 I, Therma--Tru Fiber -Classic and Smooth -Star Nominal 8&#391,0 &quoklmpactili Glazed 12731/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without adelites (Im;o ing,1OutswAng; XX or OXXO configurations) 13 m, Themta-Tru Fiber -Classic and Smooth -Star Nominal 6&#398 &gwt;lmpact&quot Opaque 1213112022 Yes Yes Yes WA Composite Edge Fiberglass single Door Wth 8quot;Nen-ImpacAquot Sidelite(s) (InavnrglOutswrin9; XC, OX or OXO comp urations) 14 in. Therma-Tru Fiber -Classic end Srrdooth-Star Nominal 6&#39; a 8quot;lmpact&quot; Opaque 12131r2M Yes Yes Yes WA Composite Edge Fiberglass Double Door With 8quct;Non-Impad&quot: Sidolites(Insw rig/Outswrig; OXXO configuration) 15 o. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quodmpacAquo, Opaque 12131/2022 Yes Yea Yes WA Composite Edge Fiberglass Single Door with 8quotNon-Impact8quol; adelite(s) 0'SWrQ1Ovo;vAng; XO, OX or OXO configuratons) 18 p. Therms-Tru RbeirGlassicand Smooth -Star Nominal 8&439;0 &quotimpad&quot Opaque 12131r2022 Yes Yea Yes WA Composite Edge Fiberglass Double Door s1Ath &quotlNm.impact&quot; Sidalltas (1 nstMng70u1sW ng; OXXO configuration) 17 q. Th-.Tru Fiber -Classic and S-th-Star Nominel 6&939;8 &quctNon-Impad&quot; Opaque 121 IJ= Yes Yes No NIA Composts Etlge Fiberglass Single Door 0nsmirgiOutsw rig; X configuration) 18 r. Tlh. a Tru Fiber -Classic and Smooth -Star Nominal 6&#39'e aquot:Non-Impact&quot Opaque 12/3112022 Yes Yes No WA Composite Edge Fiberglass Single Door mth S cletts(s) (InslMnglOutswing; XO, OX or OXO configurations) 19 s,Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&09;8&quot Non -I mpact8,quot Opaque 121312022 Yes Yes No NIA Composite Edge Fiberglass Double Door vAth or without Sirelnes (Ir*Wn91QuhrM g; XX or OXXO conflgurabons) 20 t Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:0 aquot Non-Impaczaquot; Opaque 12/3ir2822 Yes Yes No WA Composite Edger Fiberglass Single Door OnsWnglautswing; X configurafion) 21 u. Therma-Tm Fiber -Classic and Smooth-Ster Nominal 8&#39i0 &qua; Non-impact&quot Opaque 12/312022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelite(s) (Ins ioinglOub-ing; XO, OX or OXO Conflouratlonsl 22 v. The -Try Fiber-Classic.and Smooth -Star Nominal S&#39;0 &qugtNcg 1nrpad&quot; Opaque 12131P2022 Yes Yes No NIA Composite Edge Fiberglass Double Door With or without adelites answirg/Outswing; )0( or OXXO configurations) 23 w Therma-Tru Fiber -Classic and Smooth -Star Nominal %439;8 &quotNol-Impact&qu.L Glazed 12131/2022 Yes Yes No WA Composite Edg. Fiberglass Single Door (Im-ing/Outswing; X configuration) 24 x. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&#V,,6 8quotNon-Impactaquot; Glazed 12I312022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelke(s) (InsW ng/Outswing; XO; OX or OXO conhgurationa) 25 y. Therma-Tru Fiber -Classic and Smooth -Star Nominal Mft3g;88quMNon-1mp2cr&quot Glued 12131r= Yes Yes No NIA Composna Edge Fiberglass Double Door With or Without Sidelites (ins-mrg/Oul.+mng; XX or OXXO configurations) 26 z. Therma-Tru Fiber.Classic and Smooth -Star Nominal 88,039;0&quetNon-Impact&quota Glared 121312022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Inswing/Outswing; Xconfiguniti 27 za. TMerma-Tru Firer -Classic and Smooth -Star Nominal 6&Ii &gUgtNal-Impact&quot Glazed 121812022 Yes Yes No WA Pe( Etasa Fi lass S' Door Composite le Dr with Sided ite(s) OnsW ng/OutsW X rig; XO, OX or OXO configurations) 28 zb. Therms-Tru Fiber -Classic and Smooth -Star Nominal 88#39;0 &quotNon-Impac tiquot Glazed 12131/2022 Yes Yes No N/A Composite Edge Fiberglass Double Door With or Without Sidelites (Irrewing/Outemirg; )0Xa 0X0(0 configurations) Florida Department of Business & Professional Regulation Pagel d2 Building Codes and Standards 52021 Product Approval Application Detail coM ne tIW or Dade -(Mlg Date Pending Stills Y3tal� C,�g ji Enoirwxfl Ligonso Yaa[Hmd ere validated Subsided FBC nerd" Poomotiv Status Revision 2020 MI Windows end Doors Wch! Slinger Luis Roberto Lomas WWII M Urlch, PE 10MO12020 10/062020 IOAW2020 IV15W20 App""ad Category: Exterior Doors (717) 365-33M PE-62514 (?17) 317.8454 subcategory: Sling Exterior Door Assembles darenger�mw.a.com Compliance Method: E.Wation Report from a Florida Rsgist-d Arrhltad ore Ucansed Flaida Fot16a3Z4ie'Produets Professional Engineer tiKA Product Model. Number or Name Product DaKdoUon Quality Aseurame AonrwMirer Uss Aonro-d CorNrad Elmaalan Dale lit HVHZ outsWe for Usa NVXi Inlow > assistant t Piressul 1 SERIES 420ALUMINUM SCE SERIES 420 ALUMINUM SGD OXO 12J312024 No Yes No WA 145-3MBquot;x80ilquW; NON -REINFORCED 2 SERIES 420 ALUMINU M SGO SERIES 420ALUMINUMSGD OX. XO-XX 12312024 No Yes No NiA 96&qudx80&quot, 140 REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 42CALUMINUNI SGD REINFORCED OXO 1231/2024 No Yes No WA 1463/4&quotX96&dud: 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUMSGD REINFORCED OX. 12)312024 No Yes No WA XO, XX9%quaX96&qua; 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUMSOD REINFORCED XXX 12312024 No Yes No WA 1438qud;x96&qud'. Florida Department of Business & Professional Regulation Peg. i of Building Codes and Standards I&W21 Product Approval Application Detail PPr � I am 6Mityor LME 2" 20l lam version Manufacturer calledEndileerBUL'eMe Valleaild By VMidated Subri FBC Aooroyal Status Rewsiitn 2D20 Ways o-OaAon, a dWsign of Oiemead Door Dwayne K-ish John E, Scates Jeffrey P. Amecon, P.E. 10n22D20 09.29M20 10232020 12tIN2020 Approved Capolatian (330)7e34121 PE-51737 (904)821-5200 ".gory: Sided. ibis dkomlah�wayne-daltcn C S.ldCA4Ddry: Seddonal Exterior Doan Assemblies om Canpllan MdhW'Evduatim Reportfreea Florida Regli teredArehlteci or a LiIsed Florida Pralincir d Engineer F WMISAN Prodltts Ouerily 0.sitraea ArnrarWfellse hooddi id for use ImaM'd BAD sane Pratlutt Model. NuM1eror Name Prodlct DMI'lodan Casrad Etldrallon Dare In HYML Outside NVHZ 9"Islant Pressure 3 0018200#1105 9&03s: Ms. wi th. 148#35; Max height. Cdezing 12I312023 No Yee Yes 131001 evellabks in ior dnloimedhid, section, 10 8000AIIID=20091123 16&A78: Ma1wMth, 1481r39: Maxheight, Glazing 1213112023 No Yas Yes «3Q.001-33.50 available in top or intermediate section. 11 80004810016200 #1124 i68,10T Max width. 14841139: Max height. Olaang 12/312D23 No Yes Yes-34AsI01-38-30 aveBable In top or nitinwdiate section. Florida Department of Business & Professional Regulation Pepe 1 col Building Codes and Standards IMY2021 Product A Approval eta PP Application Detail . C90 Inlay a M1 fin. Ike Fenrsna Dn Riga Vmlon 1ti0Yf04Uffi Contact Endneer& License Va de"d lb validated lidiIDatMl' LigAMMydl ApagYed aadius R-ilion 2020 Comes Division WAADO. Inc, Tom Raney UL LLC Troy Bishop. P.E. 1211012020 121012020 122112020 Approved Categary: Ditenor Doors (8411494.2613 S9 4)947-o8a0 subcategory: Euenor Door Conpomms tpttrenay�ea6eeblq.co Cdnpllance Method: CarsAeatibn M erk or Listing Ftfet1837.148 Prpduda m Quality Assurance Awrovadforuse Accroved fin Use Inivact Design sags Produc! Moral. Number a Nana. Pradut O.svidl"pit contract E.p#dlis sate In HVHZ Oulsrde RVRL assistant 1 607, ?pT, 72?, 747, 757. 777. end 847 Single arch Per e d Flu sib, Glazed, and Louvered sngb entl pairs d 12031f=6 Yes Yes Yes N/A Doan hallow metal doe's. Florida Department of Business & Professional Regulation Page1 oft Building Codes and Standards 16=21 Product Approval Application Detail �.- >rx ��` o�'�asit:.�"'�,�'v.�ra�';"f"=�1���7�z.,.s�TT^wc�.,'°�.�"-'"`�1 .�"c���-3'P`�'^"`��i�r�.�` �r���s'�,s.�-�.��'j+�t'�. ',�✓.rt-�_ >,}: Coda EMHy ar OMa Data nets Fbndnsp Data Most Version Ernameer Is Llrxmse vAdgrA $S✓DM.ed FBC A-m at AaoroYed status ReMskm 2020 MI Wndowsand Doors &ant Siting" mlaican Architectural Steven M. Urkh. PE 11117r2020 I11172020 11/27/2020 App-ed Caleri Wrldows t717)365-3300 MlanufairtserSAssaa.tion (717)317-8454 subcategory: Single Hung bsl0lntpr�M'rop.ggm cgmpilme Method: CemAIM. Mark a using Quality Assurannce Amerind for use Alas o rad for Use ended Deal- AW Rodut ModN. Number or Name Pfedne! Deeerlotlon Comrxt ExsrNlon Dee M HVF ZI Outside HVHZ Resistant Pressure 2 te5 SH 52X72 FinARMngo Frsme IGISG Single Hung 10/08/2023 No Yes No -M-60 Laminated Gle.s N W C_ 0 Q 0_O C � U O L •� O 0 CU .c Cn _C i- O Ca -0 CO O O t° 42) .- cu C6 O U_ /�� VJ W CU o 0! a Z Z W J C'V O cV '® I` O U N ma O >` N .t V c O (U �, 0 �Y C a ) L 3 CL _ E c o O .4- W Cn E W n, W O C�L O CL U O L� n, W M H O LCU LU Q W Z J z Q J 11 SHEET NO. PA 1.0- Florida Department of Business 8 Professional Regulation Pages ds Building Codes and Standards +2s/zo22 Product Approval Application Detail11 — 2.g4 Is EMIN or - � jam( 12M Data Pending 291 Im Stq(si(Ig Manufacturer 8 License Validated Br Validated Submitted F8C ADDrovel egyroved ;yatui Revision 2020 7hxrrm-7ru Corporation StmgJasparson Lyndon F. Schmidt RE Ryan J. King P.E. 10)0712(121 097t8202t 113113202'I 12/15/1021 Approval Category: Exterior Doom IBroJ 8437828 PE43408 (813) 7875855 auDCabs9eM• Swaging Exterior Door Aariertiblios e)espersorilillithermatru.m Compliance Method Evaluation Report Noma m Fiords Registered Architect ors Licensed Florida FlJM3a61-1117 Professional Ertginlaur Products Se Al Product Model, Number or Name Duality Assurance Aonroved for Use Agorouatl Product DeacrloUan Centred! Expiration Date in NVk¢ ror Usx9 Outside NVeg JM= RaslGant giYlag Pressure 1 a Therma•Tru Fiber- Classic and Smooth -Star Nominal 6$tJ39;8 $quctNon-IKWactBrruoc Opaque 12I3112022 No Yes No NIA Composite Fudge Fiberglass Single Door (I nswrglOuiswinp; X configuration) 2 b. Themla-Tru Fber-Classic and Smooth -Star Nominal 68ttl38;68gLK*Non-Ingactaquot; Opaque 121l31/2022 No Yes No N/A Composes Edge Fiberglas Single Door with Sidelite(s} (inswnglDuffiwng; X0, OX Or OXO omfigu gone) 3 aThnrrlta-Tru Fber-CtOsalGend Smeefl>-Star Nominal 88rY'�;88que5Nan-I rlpacffiquok Opaque 12r3112022 No Yes No NIA Fiberglass Composite Edge Double Door With or wmout Sidelitee (InawirlgrOutaAing; )Cl OXXO OPnfgUfabana) d d. Therrra-Tru Fiber -Classic and Smooth -Star Nominal 78:q3s0 rtquvkNon-Impad$quoC Opaque 1213112022 No Yes M1to NIA Composite Edge Fiberglass Single for (inawirglOutsvdng; X configuration) 5 aTherrrla-TN Fber-Cla9ak and Smooth -Star Nominal 7818quot;Non-Impad8quot; Opaque 12/31/2022 No Yea No N/A Composite Edge Fiberglass Stl91e Dow with Siddie(a) (InswnyOraawrq;. XO, OX w OXO canFigurabons) 8 f. Therms-Tru Fber-Cbsaic ant S•rodh-Star Nomnal 68#39;08quokNon-Impact$quot Opaque 1213112022 No Vas No NJA Composite Edge Fiberglass Single Door Orm,«nplDutsrrtg; XoonlipurationJ 7 H. Thamm-Tru Fiber-Ctassie and Smooth -Star Nomnal 8&#38:08quvkNon-Impad$Quor Opaque 12(31/2022 No Yea No NIA GonlpasihD Edge Fiberglass Single Door with Sideltte(ej (InawrglOutswing; XO, OXw OXO configurations) 8 It, Therms-7ru Fiber-Cl>mak and Smooth -Star Nomsral 88#39;0 aquotNon-Impactaquo:; Opaque 12/31/2022 No Yea No NIA Composite Edge Fiberglass Double Door win or Wthout 5delroes (Inswing/outstWng; XX or OXXO configurations) 9 i. Therms-Tru Fiber -Classic and SmooiMs<ar Nominal 88439:8 $quot:Non-Impagt$quot; Glazed 1213112022 No Yes No NIA Composite Edge Fiberglaw3inpk Door (Irlswny0urtwirg; X configuration) 10 J. Thermo-Tru Fiber-Cbssic and Stl7mth-Star Nxntral 88939;88quotNon-ImpaCBgtmC Glazed 12/3112022 No Yes No NIA Composite Edge Fiberglass Single Door With 5beltte(a) (Inswng70utawtng; x0, OX or OXO wnggurations) 11 k Themta-Tru Fiber-Classk and Srtwotlt-Sffir Nominal 8$439:8 $quot;Non-ImpeciBquoC Glazed 1213112022 No Yes, No NIA Composite Edge Fiberglass Double Dow with or wl9nut 5deliffia (InawingrOuf9wing; XX or OXXO mnflguratlone) 12 I.Therms-Tru Fiber -Classic and Smooth -Star tJomklel 78#39;08quot;Non-Impaix8quot Glazed 121312022 NO Yea No N/A Cwnpoaiffi Edge Fiberglass Single Door grrawny0utawig; X configuration) 13 m. Therms-Tru Fiber -Classic and Smooft>-Star Nominal 78939;08quokNon-Imped3quot Glazed 1711112(YI2 No Yea No MIA Composite Edge Fiberglass Single Door vnUr slates($) (Inawrigl0uawing; XO, Dx«oXo configurations) 14 in, ThemtR-Tru Fiber-C.MSala and Smmm-Star NomMl 88/e39;08quot:Non-ImpadBglzed; Glazed 12131f2022 No Vas No MIA Composts Edge Fiberglass Single Door (insvnnglOulswtig; X mnfiguralion) 15 v. Therrtw-Tru Fiber-Chossk and Smooth -Star Nominal 88R39;0 aquocl4on-ImpactBgtJct Glazed 12/31f2022 No Yes No NIA Composite Edge Fiberglass Single Door With Sidelite(s) (InswrglOutswnH: )0, OX w OXO mnflguratlonsJ 18 p. Thenna•Tru Fiber•Cmssk and Sntmth•Sffir Nomkul 01aquot;Nort-ImpacMqucq Glazed 12/3112022 No Yes No MIA Composite Edge Flbergta9s Double Dow 1niUt or wthvut Sidelixs (InswinyQubwing; XX or OXXO mnfguratlons) 17 q. Thermo-Tru Fiber-ClIamk and Srrrogdt-Sbr Nominal 6$#39;8 $quobNon-Impad$quvk Opaque 12131 /2022 No Yea NO WA Composite Edge Fiberglass Single Door With Transom (I retail rgl0utswing; O/X configuration) 18 r. Therms-Tru Fiber-Claeak and Smooth-SYar Nominal 0att39;8 $quot;Norrlmpad$quct Opaque 12J3112022 No Yes No NIA Cvrnposihe Edge Flbmglass Single Door vAtfr Sideltte(a) and Transom (InawinglOutspiw'ng; Ol)(O; O/OX or OroXO wrmguntimaJ 19 s. Therms -Tin Ft1ar-Classk and Sniooth•Star Nomiria18aR3H;88quocNon-Irtpact8quot; Opaque 12/3112022 No Vas No NIA Composite Edge Fiberglass Single Door with Siddie(aj (InawngfOulawrag; XO, OX or OXO Continuous Fiestl and SIII Porfiguroaons) 20 [ Thertma Tru Fiber -Classic and SmooM-SMr Nomina188R39;0 8glrtd;Nen-Impnet8quok Opaque 1213112022 No Vas Nb WA Composite Edge Fiberglass Single Door with Sidelie(s} (InswnglOutawng; XO. OX w OXO Continuous Head and Sill configurations) 21 u, Therms-Tru Flher-CMsck and Snxwdt-Smr Nominal68713g;68quogNon-Irrfpact8qu01: Glazed 12131/2022 Na Yes No WR Composite Edge FlbergWcs Single Door with Sltldae(c) (Inswngl(Oulsw4rq; XO, OX Or O%O Continuous Head and Silt configurations) 22 v, Thenre-Tru Fber-Classic and Smooth -Star Nominal 88dg9;0$gwC;Non-ImpactBquoC Glazed 12/31/2022 Na Yes No WA Composts Edge FibvrpkLss Single Door with SdelDa(aj (InavnngfOufeuMrrg, XO, OX Or OXO Continuous Head andSill configurations)23 w. ThermalFiber-Classic and Sr+moth-Bier Nomina$#� l6;8 8quatNon-ImpadBqudt; Opaque +2131f2022 No Yes No WA Composite Edge Fibarghaas Doer Paneisvnih Vented Sidd'ds(ra tlnawnal0ulswkg; XX, XJ(X w XXXX OpnflgufaDan6) 24 x Themla-Tru Fiber-Claeac and Smooth Star Nominal 88#36,0 aquoKNon-Irnpad$quoK Opaque 12/31/2022 No Yes No WA Composite Edge Fiberglass Door Panels unfit Vented Sidelite(s) QnswnglOutaw"ry7; XX XXX Or XXXX omfgunbons) 25 y. Thermm Tru Fiber -Classic and SmoothStar Nominal 88R39;88quot;Nen-IntpadBquoS Glazed 12131/2(12] No Yes No WA Composes Edge Fiberglass Door Panels with Venffitl Sidelie(s) QnswnplOutlP,vitg; XX XXX«XXXX configurations) 26 z Therms -Tin Fber-Classiaand Smooth -Bar Nominal 88:0 $quoCNon-Irt1pa«8quot: Glazed 1213112022 No Yes No WA Composite Edge Fiberglass Door Pallek wim Vented simlbe(s) QrrswrrgfOutswhg; XX XX7C«XXXX C«digunibn6) 27 za. Theflrla-Tru Fiber -Classic and Smooth -Star Nominal 8818quct,Non-Inpact$quot: Glazed 1213112022 No Yes No WA Composite Edge Fiberglass Single tbor with 38#39;0 Sidelie(s) 17 nswnplOutswin9; XO, OX w OXO omilgunaona) 28 zb.Therms-7ru Fitter-Gasalc and 5rttodh-Bier Nominal ti87t3H;88quot;NOn-Impeai$quot Glazed 12131/2022 No Yea No WA Composite Edge Flbargbea Double bow with 3039RSiddiffis (Inawng/OuLswing; OXXO wnfiguragvn) 29 Lc. Thvmla-Tru Fiber-Classc and Smooth -Star Nomiml8&#1 BquokNvn-Impadaquak Glazed 12731I2022 Na Yes No WA Composts Edge Fiberglass Single Door wkD 38e39;0 5rlalee(sj QnswnglOuffiwrg; XO, OX w OXO 30 zd. Therms-Tru Fiber -Gaelic and Smooth -Star oonfiguragarre)) Nomrtal 8a#39:0.8quot:Nort-ImpactBquoS Glazed 1213112022 No Yes No NfA Composite Edge Fiberglass Double Door with 38039;0 Sitlelttes (InrdnglOutatMng; OXXO mnflgurouon) 31 ze. Therms-Tru Fiber-GMel and Smooth -Star NJornhaal 78-#39;0 aquokNon-ImpadBqucK Shaker 12131rI022 No Vas No MIA Series Composts Edge Glazed Fiberglass angle Door vndl a wfthoN 19iKi0:2 Sidelie(s) (IrtrAinyOutswvp; X. OX XO w OXO configurations) Ml isterri ManWetturr Amlmation ZOZO PGTlndusabe Cde9wY: Windows SubGelepory: Sire Hung Cpnpllrxa NaUrm: CeNlasem Mrk or llsgnp lld21gJt7a RoAarta sea# Rodlxt Mrldsl. NutrbMaeMale 2 BHSSm (Large MXWe "pad) cam I= YJtlat9n tloutdrggats. MYmdbn 2020 Ill Industries Catapory: NAndowa sWcda9oT- Faea Corry,llerxA Method! CedMeaaen Mark a Dating Fe AaA $ffii P.V-5520 iRedd Yedd Number1Number W Name 5 Lerge Missile Impact} Florida Department of Business 8 Professional Regulation Building Codas and Standards Rt3dtJd Approval Application Dagrll PYa Pis Pis Page t a, VS1�71 Join. RoaaxeU Meni-lade RCCO -CER MnaFpade aCfA -VAl itA5tP20 11 g5f202(1 117f 112020 Approved (841) 488-0100 (788) 315-2590 IrwwaM@pgtlnduades.c Om $IiYC(daalODf3 Aovvvad for Use rya, !gear! 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Bqua:Supar Spnrr8quot; Saflit Vent or Sold Vinyl Sala 12131,201 No Yea No N/A Florida Department of Business 8 Professional Regulation Billing Codes and Standards Product Approval Application Detail Page 1 a, Florida Department d Business 8 Professional Regulation Pape 1 a, +oay2Dx, Boling Codes and Standards 14srez, Product Approval Application Detail Deck Prod- 20 ])(ga VenalItaoH� contactEndreer8 Lkrsae Validated a y FBC Approval aggraygy ;Vila Reusbn 2020 TAMKO sailing Rotluas LLC Kerr) Elm Reben Nimkllm John W. KnemNdt, PE i11ft14/2020 A512sr2o2D 10lt112020 12n512020 Approved Ceteppry: Rooarg 1417)624-8644 PE-5at66 i,954)777-6224 auhGatgory: Undedaymems kam_edm@temko.can GOmpllrlca Method: EvaUegm Report tan a Flonda Reglabrorl Archaed or s Ucenaetl Florida ! tent 2}jlir—Rotlucta Prdaasbnd Engbeer eoa f Product Madi1. tYanbw or Norms ,p fiWld Aarurrrra Amrawtlra W. 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Walker 11113r2020 11102020 11N5J2020 Aplaoed Cdopay: Roorng (501)f)0}6/63 PE31242 (7171317.8460 Catepay: Rodnq (801) 381 SeMtats LLC. (205) 854-0160 SuhCelep ry: Rocanp AAceaaabs that re an NNley@kmenco.corn ereCatagery: Raoanp Tlba RdllnAntlersm@baal.w Integral Pert o1g+e ROMnp System ComplianceMemotl: Erraludlm Report home m Method: Evaluation RePod bun a Product Evaluation IllCarrplfanp Florida Regbtel<dMd1ItM w alicensed Florida FLAMSM2 Products Rdesaimd Engineer 9!�'.DiM6Mif4 AoerovM for Use Approved for Use low PlJ1161 F1C7 Liana R edact Model. NaMra Norma sr dddm NVNZ IdVXL SaiNtaW Oua6ty AaraMxe Amrowtl for Use Aoorpvetl for Use 1g1gMl Dalkon, Sazmy- 6hake. State, Country Side, Spit Old EnglishEnglishFlat 1 PraAb-lien var, CO 1713 .QO20 No Yes MIA WA ii9fl..E Rodct gold- NrArbnr or Name J+�,)gp Cvarad Emirdim Oda J)]� Q)rtdrin XVXL jj� j� Thatch Samp; knPaa 1 Deck -Ain' DA-4 a TRI•BuiH Deck -Air DA-4 Low Prdds, Pdygopylene Pbdic, RodVml 12/10,2025 No yes No +97.5147.5 +7 16 Saxmy600-SMte. Shake &amp; SPUR Shake SexmY900-Slide, Shake dame: Split Shake Flat RoflN-Slaktm. CA 12/312020 Flat PnAle-Riako; CA /2r31/2020 No No Yea Yee N/A MIA WA WA NbmanleeAY Aaeehetl to Plyamd Deck. is Saxony 760-Shako. Slde Aemp; $dg Shake Flat Rdlb-SkcMm, CA 121312020 No Yee N/A WA 20 Saxm�yy 700-Slrehn, Sloe Bemp: Slit Straka Flat attle l Pr-RIs1o, CA 12r3112020 No Yea N/A WA 27 TeJea agrana f Bntcelma HighRNIe -Katy, TX 12131R020 No Yas N!A WA 28 Will. Lev Rana - Katy. TK /2/31,2020 No Yef N/A WA Florida Department of Business 8 Professional Regulation page t a, Building Codes and Standards tn=+ Product Approval Application Detail InM or Pats 2s3 »m Pffit Ss42 jyag Yf[>iInin Manufacturer D-tMWd Flat Approved ApbPffi EWS. Rrusbn 2020 Arllre auan Leads Cr Evduadon Service, LLC WlAlem M. Ranbrl. PE 1013112020 1p22!'2020 11X152020 11105/2020 Approvd Cdepay: Structural CmyYDneits (321)710.5377 (407) 681.1911 arlbtdapory: Truss Plates de,Ns@etmeaa•.mm Compliance Memotl: Evduetlm Repan from e ltdl9aNm Rodurzs Product Evatuaaon Ently �a Rotlucl MaYL IaaMM a NMre Rakld Im�nonm CarMad pportioned e Approval �$ tlx 01Aalde for U, NVNL Impact Radial Colo. Plossioure i fTW BCG/Aplrro HDMr Bberi9ih M E,amp; S) Moral Comedy Plate 12/312024 Yod Yes Nil WA 2 fT1V BCG/Apine Hope Reh Morel Canada Fah 12/312024 Yas Yes NM N/A 3 rM' aCG/Abina Truck; Model Corrector Plate 12/3112024 Yea Yes N/A N/A 4 ITW IK:GlNpine Wave Mehl Connector Pleh 12/312024 Yes Yes N/A WA Florida Department of Business 8 Professional Regulation Bunting Codas and Standards Product Approval Application Detail Pape 1 OF t tnr�t 5.>m! IY84 YffiFHa fi101GaglYLt ReNabn 2020 Cammardd Cmaab Rotluds.lnC. Classy: Structural Cms+mems Subcategory: Ror$las IdroMud as a Real Nor Techndpgy CarpllMwe Memotl: EW udim Report from a Flodde Rs9leteiadArdtttecl ar a Licensed Florida Professional Engineer !tl1rl4•Ra RaMm Produet UodtL)ka*K or Name 1�3 tkratry Promd Or Cammadd Conscious, RwLda Florida Department of Business 8 Professional Regulation Building Codes and Standards Product Approval Application Detail Page t or 1 1n/2Dz, Robert 011ie 8amu01 A.OrcenDarq John Hy 12n B2020 12/1 &2020 t22W1020 dnfl FBC Appn (813)859-3707 PE-34245 t362)388-5311 Pncaat9etor®yehoo.com Amavm rr: urn Amrvwd fv Use topped Palim product DarsellistooCortraru IBmlydlm Date In IMlZ OrRalde H gfttnm Pt�, Recast and ReehessetlCrncrotO Unteb 0511 No Yes NIA WA Florida Department of Business &Professional Regulation Busing codes and standards Product Approval Application Detail P.qe i or2 w2e,xpx, gHtl! Erftv or Plfi i?ata Dab Points, INA � � 1@HDL6L Pltlt Pits Dab Petrillo jR(a jygg ygagg ) S.9r�l ewtriexaucaroe Vaaddedtw )tild�d3ubmfflffi rocApolitical ADINO 3twA mus ysrtlon .ins 4patiiN etlaneaaLM:NNe Vdiddetlair YBn4itffi subInILLt9 ECC.BpprsyM At2Qfp3ted ✓Salim RCVebn 2020 CAST-CRETE USA, LtC Craig Pnelno MkrN-Dade BCCO -CER Minni-Dade BCCO- VAL i 1R0/2020 10027/2020 1127R020 Approved At6nnetbn 2020 Alpha Alurrarum, Mc. Jose Slue Luis R. Lmrz Slaved M. Urkh, PE 1111612020 t v762020 11202020 Apprvea Caleflary: Structural Components (813)82t-464, 131 S25g0 CaleDory: Pena WdM 1407)509-200a PE-62514 (717) 317-9454 &bCalepory: Produdsldrodreed aaa Reauk of opanino@eaderote.com SrbCdpary: Soetta eph¢elaiNnuminearpNo Nev Techndagy Cmplleme Method: Evaluation Repel tan a o.com CanplYnn Metltoa: Ca1AleYlen bled or Llsdltp Florida Repddemtl Architect ar a Licrosetl FloMe FtY/5&R19.RahaW Prde»imal Engineer 1111110 Rodud Model NuMa or lisrrw Aowpvetl to Use AaauvW for use $�frl.D1 Data IlllimL Outside NYH2 1mpact owl ltooffiil[ $� I0LataiA44a®Roduats Oudar AewrMtu Appravetl lw Uae Approved for Use IIOaffiS jja>Ugg 1 Hell Strength Concrete LMels 4. 6. 8. and 121nch wide Odds 05/112022 Vas Yes NIA N/A $8a$ in Rw zi Ogp�jf Jtindy(g�r pressure t AMtia Aludralm Sdid Bemp: Vented AklmlBUm aafiU Alpha Aluminum alb BQrrp: YontW Aluminum 071 No Yee No NIA CMU samp;.Wmd SdrU C47U Samp; Wood 0 Ss4t Entityor MEN ill gg(g 21111 1111111 One Pawm Iyga vrealm Jl FeC Amroual dggpyg( full ReWZMhn 2020 LV. 7nonlpsal. inc. ribs Thompson Architecturd Tony Chna6nen Zaddry ft. (nNx Steven M Uich, PE 09fI712020 0alitp2020 09R2r2020 12115r2020 Agxwad Maids Company (TAYCOct (813)248-3456 P674021 (7iT)317-8454 Cdelaay: Rooting Imy@ppmele aoo6ng,can BubCMeporY: Rooting Accessories that are an Inhpral Pad Drina Raoang Dystam ComplianceMethod; Ereluahm Repot fan a Flails Rayctend Arrhhact wa Ucrosartl Fl«ba Professional Engineer r Gooll,Orgy((ancp Aowoved fa Use AmroyM tar Use hlpacI Bllkll awl n DA, ia.dSgii outside.l9Qli: 8r8ita@ Pllatiuu 1 TAMCO Flat Top OBfadge Vert 1vip1 Base for TO 28 psl dstic ropivamhtw with Dallis OaN92026 Yes Yea N/A WA 2 TAMCO omaanedr Ved 26 Va. OAVBR026 No Yes N/A WI-52S 5 TAMCO Off -Ridge Rod Vent rush Bat1e 28 ps_ datic rodvendbtor adM integrated Dame 09NB2028 Yes Yes N/A WA 4 TAMCO Round Tap 0111Pr7idpe Yam wide BaBb for nb 28 its. atatle rwf vermlalw sdN Oeme 09tlef[ry16 vas Yes N/A WA Florida Department of Business& Professions Regulation Page a, Building Codes and Standards lnsrzo2z Product Approval Application Detail hor Oaffi Date Date Pending Date �a Version )Y�pY(ggjd(rg Contact Eliminator a License Validated BY �LElIDI� PBC Approval BHHIQJ!ffi 11011111112 Revision 2020 Global protection ProtlticY; LLC Tim Robinson Worker A. Tilt Jr., P.E. John W. Knezevlrll, PE 09,108T2020 09t08e2020 10101l1020 12n 5/2020 Approved Category Shrdtxs (984) 989-7545 PE-44187 (954) 772.8224 8ubCategey Sarin Panels Dm.mbinaon®pppentmm Compliance Method: Evaluatbn Report from a Florida Registered Arch ted or a Licensed Florida Professional Engineer Fli11075.Ra'Ptaduets SS-9 Pletluet Model. Number or Name Product Description Dus1iM Assurance Centres! Expiration Date Aoeroved Ter Use Approved for Use In HVhIZ Dulaltle HVHZ lmpiit A33104 ResktaM Preecuee 1 20 Gage Galvanized Steel Storm ParrohMVFIZ Corrugated Galvanized ;Beal Storm Panels retained 1213112022 Yes Yea Yea NIA or not by packs to provide hwrkarro protection. 2 24 Gape Galvanized Steel Storm Par1MslNHVHZ Corrugated Galvanized Steel Storm Panels retained 1211 Nv Yes Yea NIA or not by parka to prwltle hurricane protection. Florida Department of Business 8 Professional Regulation Building Codas and Standards RrzdLJd Approval Application Detail Pope ax tow2m, S291 Frdltx.¢ JBis Pots Data Pending Byi ]ygt y� Wnufacturar Stead F Vdladed er YdtlibYdSubmitted FBC Amrovd may(( J3taaar Reviri 2020 MITtlI Inc. Erin Wddm [CC Evflu rain 9aMCe, LLC ICC EVduWm Service, 08n 112021 08J7Ofh721 (9A 272021 y'PFrc,"ed Cdepay: 911radael CarWonaNs 1952)89&8635 LLC. S,DCdapoi truss gates ewal(bn(grttli.mm f2051599hI8w Compliance Method: Evaluation Report from a rtia1974tsptmw ProWd Evaluation Entay 3lHd Ratluot Model NaMer a Noma Product Description OualYr Assurance Cwbad lJminllm Dare Approved for lira AmrpvM In Nyaz Otltslde for Use HVHL larval SttaNta9t posiw Jt..[tfgla. 1 M'IBAXS 1e ga. high atrmflN !rasa connaRa doh 121312022 Yes Yes NIA WA 2 Mt&gH9 181R sups nlgrl strength Wasconnector pWe /2131/2022 Yes lea MIA WA 3 M116 189a Was cmnsda pate 12/3+f2022 Yes Yea N/A WA 4 MT18H3 18 ga. high stnnpM trans Donne to dale 12r31 R022 Yes Yes M!A WA 5 MT20HS 20 9a high ahenpth net emnsda date i L312022 Yes Yea N/A WA a TL7a. MTiB 16 ga. lmK cmneda piles 121312022 Yes Yes MIA NJA 7 TOO, M710 ZQ ga. kuw cmneda dates 12/312027 Yes Yea N/A WA 1kHa Ya61HD .mxda=ffi ReNsion 2020 MI Windows and Doan CMe9ay: lNhdoaS &eSCdsHory: Pored Cortplinun MaUtoQ Cwtigeekm Mad aListkng FiJalaBai-Aid Ramos All s Product ModY. Number Or tgrtY 1 185 PW E40 lyg version Manufacturer AflYmatian 2020 PGTlndusMes category. Ynndows arilCdspary: drUAlms CgrpIlrlOa Named: C<NAca6m Mark a Limp ILY�t.Rls Ramos $p # Raker Yodel. NlsnhN w Maria 1 AWamata al Doan and Windows Postal d2 , hrD. 2t lNlt J111€ Dart rerMre BiXt YARg" submitted FBCAmrovd Approval itlAU 11R2/2020 11J2712020 t112l112020 gppryed QMMMLANULMI Aosravedfaru.. Amrowewrum lmaeflt Illegal Product Oesntllon Cararect Pxotetlon Dde (g-yjgjj Outaltle NtMi Resonant prgy}y(F- 73 z 72 Insulated Giese 0/l0312023 No Year No .60/1 Florida Department of Business 8 Professional Regulation F,g., a, Building Codes and Standards verzez, Product Approval Application Detail FaflgLl2[ ➢eta HYa Pdra9m� am-- contact EmMserB Uesrwe VdYMetl au YYIdeYd Submitted FBC Amrovd ApprovediS.1@ Jens RosowsN Mami-Dade BCCO-CER klarta-Dade F1000-VAL 11)052020 11105;2020 11714/2020 Approved (841)488-0100 (788) 315.2590 Jrosaeekl@pgBMuslnes C om AOvaM iw Uu Approved iw the (l owl Caaract Eadrdlm Dale In NVlt2 OWLW NSMZ RHMat PfeeeuH PJuminum Vuaoro OS1262028 Yes Yea Yea WA Florida Department of Business 8 Professional Regulation Pagel dx Building Codes and Standards tai102.t RodLtN Approval Application Detail 990 Eight,- - _ Pita -. 292 - Dabs Pandirep ➢!t! - - 1124 Version Manutacwrr cmtaaetaaNm a uaemyallaYad By Validated 3utimillusd raC Amrovd AHgDYffi status ROMeton 2020 GAF Micneel s0en Robert Heminan John W. Knazewch. PE 092'82020 09212020 10g2f2020 12li5r2020 Approved Cdepay: Roolnp (800)766-3411 PE-5(1166 (954)7725221 BubCdeOery: Nphet anmgea m91bn@pi(.alm Compliance Method: Eveludlm Repot from is Florida Registered Ardlggct or or Utxnsetl Florida Professional Enpnea !tltlna.aaaR.m,d. Quality Assurance AomelrM her We Amrowd/w iMs JmpJgt P>t.M >(LHj Pradxi Yodel. Number or Wm. product Description Cwsra(Ezdrelion Gda In Hintz OutrideFMi2 BtYrialOt 1'@L8i[S 1 GAF Aspnen Roof Slirgles FOagasarolni(YCetl 3•Nb,1r1anstetl,5-bbantl 12778l1622 No Yes MIA WA NpRb(p esphen snlnpba Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Derail Pope, at Ief2D21 L� Entity or PlLF. Jets PmhnStDH !Mat Intel YarWm Manufaeturr Calbat Lmkaara uraree VdMdatl S. VdItlYW aWnMsd roe Amravd Approved_ statue Rerzsim 2020 Flalde all PfOdUde Inc. CI4M Jones James L. 13.lekec P.E@ Stewn M. Utkh. PE 09R7/2020 Ogf25/2020 10,042020 12162020 Approved CMepory: Raling (904)783$WO CRUCK Enginaadng (777)317-6461 aubCdtpvry: Rooting Acuaaaiss the arem drk@IlMlea.eom PE-37242 Integral Pan ofthe AaMng 9yleem Cwrplim ro Mslhod: Evaluation Report from a Florida Reglsierod Archnacl a1 a lJdnaetl Florida Prdesaionel Engynaer t]dav AaNLNMa Appeared la this AmrolNtl A tar lMe �Y )� 8aoY Roeuct YrdaL Iaadsra Noma $�.Descriptio1 i� Io.fJ3QtZ ot"d...l9afi Ytt>istaOl l3uYdtt 3 3-FlAMCO Bquot:RV 10 Ridge Vansqua; Aluminum Ridge YeNa la pildled rook !ablated 12/31T2024 NO Yes No WA from 0.025' Numb - Florida Department of Business& Professional Regulation Pape, d, Building Codas and Standards ,rzsr2Dz2 Product Approval Application Detail 2ke t;PfIN tX 21111t 2911. Dab: Wrwlim 2$ jam$ Version )>aay(jgstHres contact Ens liaeralioarlae Validated !?a Validated Submitted F$CAporowl Approved a51814a Rovbion 2020 NI American Shutlers and Glass Mice Barbbn Frank L. 8ann4rdo, RE Troy BisFlop, P.E. 10f28l2020 10/15f2020 11JON21Y10 121'15r2020 Approved Category: 3tlutiera (881) 7124882 PE-0048549 (954)947-0880 SVDCateHo7 Storm Panels mikeb@allamerkanahune Compliance Method: Evaluation Report frame ra.wm Florida Reg wall Architect or a Cleansed Florida Ftdessional Engineer sw_# Product Modal. Number or Nana QuailN ASeurerN:e oorowd for Use rrsd A Aooro fgrUw Product Description Contract Expiration Data In HW¢ Cutsfda F(VN2 JIDlalct Raslatent QmlHn Pressure 1 249a Galvanized Steal Storm Panels 241 Galvanized Steel Storm Panels 1213111022 Yes Yes Yes WA jyg YffiIHn Manuhdurr Ravlskn 2020 Weyerhaeuser Cole": 9lrucnrd Corrpments ar1bClWpory: Engineered Lumber CanpllMtea Method: Evaluation Report from a product Ewluatbn Ently 1L185tr-1N1 Radttif AMA Product MaML MarEN Or More 1 Mcralam LVL 2 Perdlem Pi 3 TlmperStrentl LSL 4 TJ Ram Board 5 Weyedaeuaa Rhn Board Florida Department of Business 8 Professional Regulation Building Codes and Standards Product Approval Application Detail Pape i a, rvia26z, Pig Jos one hnare PB!! cooled arsenal is Iporml YdMdW as Validated E.1bim FBC Approval Approved arm - Rob BOIda1n CC Evaluation Salves. LLC to LaMar, PE. 071O22021 t Oi132020 02J)32021 Aplaoed (253) 924.6478 16091 839.3288 Rotoeeusadltlwin �veyaM $gll Lam/nded Venda lumber contract lOmirdlm [late Ataaored for Use Y] NVXZ No Amrrnme fa the Otadde HiA,Z Yea impact E N/A Q19g2 PLtdlULt N/A OS/31l2023 Perehl Strand Lumber 03/312023 Pb Yen N/A WA Lemindetl ahantl Lumba 03131l1023 No Yes N7A WA SWCWtel Composite Canters oriented Strand 0313112023 No Yas NIA WA board Firm aW rd Orfamed Strand Board Rim Board 031312023 NO Yes N/A WA a� a� L C_ O 0 C. O O O Q O W •Ln V CU O tor,! cn L—to ii W t� tv � O M U .- r N CIO X � O L • N L C Q NLD C O 0 L_ L T! > � 0 W (D -ollossessoa z cia CIO o L CL � U O A' W CIO lasse— LCO W Q W Z Z Q J Q� SHEET N0. PA 1.1 I IP. 110. .1 FI p 1 INRIP IIl"1111A911IF1 r 1 If cu i to Ca U (D C) .a CL N 0 Q- N •�0 CU V .0)U N � O O O ^^,, O W c O LL _ _ E O .0 Vi � Q� L Q O Q .�0/-�0 .� .� U) rt,�4 � o L_ � Q N X C t � � U � c _ Q Q M N 20 N W J 0 a O C �r -v �a > i l UJ L W Z cn O O s'� U O L VJ co U o0 ^� 8..1... o W �^^`` Q W z J Z Q J d SHEET NO. PA 1.2 Simpson Strong -Tie ZOZO FBC Approved Products Uptlated,2f30f202� � Simpson Strong -Tie 2020 FBC Approved Products Dp[kted,213(N2tl2o � Simpson Strong -Tie 2020 FBC Approved Products Dpda[ed,2reolm2o � Simpson Strang -Tie 2020 FBC Approved Products Dpdated,2l30l2e20 Far direM links to all SST approvals (sled bNevt, CLICK HERE. � For direct Inks to ell S3T approvals Nsted odes, CLICK HERE � For direct Inks to all SST approvals listed belay, CLICK HERE. � For drect Inks bur S8T approvals Iced belay, CLICK HERE For Irddtiatel information regarding Florida's Statewide Product Approval System and Merri-Dade County NIXkx: of Acceptance (NON. CLICK HERE. a For additional Information regarding Florida's Statewide Product Approval System and Mari:-0Dade County Notice of Acceptance (NON. CLICK HERE. .Far additional IMmneUon regarding Fldirle's Statewide Product Approval System and Man -Dade County Notice ta Acceptance (NON, C1UCK HERE. . For additional information regarding Florida's Statewide Product Approval System and MarN-0Dade County Notice of Acceptance (NOA). CLICK HERE. FL#,23S3-R7 FL#10446-R6 FL#10456-R5 11 HUS; HUSC series hangers Face -mount hangers available in widths ranging from 1-5/8'to 3• 9/18" and heights ranging from 45116" to 11". Concealed flange 1gq� ProduM Model. Number or Name Product Description Sea tt Product Model. Number or Name Product Description Sea �t Product Model. Number or Name Product Descrintion version (HUSC) available for models having width equalbo or 1 Titan Stainless Steel Concrete &Masonry Screw (TTN-SS) 1/4" diameter Titan stainers steel masonry screw 1 A21, A23, A33: A34, A35: A44 Angles 1 BT, BTB, BTH Brick Ties greater than 3-9l1 fi". 2 APA21, APA4, APAB, APVA21, APVA4, APVAO Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangars available in widths ranging from 1-718" to 3- 3 AP844, AP644R, APV688, AP686R, AP688, AP888R, AP81010, AP0101OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS18, CS18, C520, C522 Coiled Straps 518" and heights ranging e �all�AINMI-L�mu-. V 4-a MIAMhDADE aetA. [ n E cttv3aTy PGT Industries, Inv. PGT Industries, Inc. to (a 2 ME PRODDCTCOANTRBL SECTION PGT Ineustries, I1er. O C:)-0 i iaos Sty Atom 2 NOTICE GF ACCEPTAINCE: EVIDENCE SUBMITTED N 0110E OF .ACCEPTANCE: E1rZDENCE SUBMITTED N Cos -O � �•- Mimi, F 33375-2474 D1PARxM riTerrB I�T.Ee�rI.AToItYAxilEe�oxemm►uc RESOURCES OUR) Mimi,Florida 74 BOARD AM CODE ADM1 MTRATION DIVISWK T (736) 31i-^_i9D F (7W 3 5-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBAM TED D. QUTALTI3 ASSURANCE • � V 0 � •� NOTICE OF AC'C A: C` ,r�r aiamidade_te4:ecasoav 1. Evidence submitted under previous NOA A. DRAWINGS B. TESTS (continued) L Miami Dade Department of and Economic des (R.ER)_ 0 ca a) -0 U -0 O � PGT Ieelusen des, Inc. 1070 Tec4tnfty Drn•e, 1. Mamifactuver's die drawings and sections. 5. Test report on 1) Air Infiitration Test, per FBC, TAS 202-94 � 0 (DNorth t� � Venice, FL 34275 (SubmittedWA ?� tinder 6.11-0107. 04) 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 E. MATERIAL CERTIRCATIOiV S = 0 L l- Scon: 2- Drawing No. MD 5570.0, titled `Vinyl Sliding Glass Door NOA (L14i)" sheets 1 3) Water -Resistance Test, per FBC, TAS 202-94. 1. Notice of Acceptance No. U"528.14 issued to Vision Extrusion Limited for their 0 — CU ThisNOA is.bemg issued under the applicablenales and regulatians governing. the use of constructtonmatcrials. Tile through 21 of 21, prepared by manufacturer, dated 10,10545, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 -11 ate Rigid PVC Exterior Extrusions for Windows and Doors-, dated 08113/15. -0,� O — � docu sot ion submitted has be5eurep,ievred and accepted byMiar Dade County RER-Product Control Sectixan to 04105/17, signed and sealed by A. Lynn Moiler, RE. 5) Cyclic Wind Pressure Loadingper FBC, TAS 20394 expirit� on 09!3&19. a) O Q be used in Nfiami.Dade Cody and otherareas where allowed bythe Authority Having huisdicction (AHJ)_ 6) Forced Entry Tmt, per FBC, TAS 202-94 2. Notice of Acceptance No. I6-4920.[i8 issued to Vision Extrusion Limited for their - %T � � � C Q This.N'OA shallnot be valid after the exparatim date stated below_ The Miami Dade County Product Control Section B. TESTS along with marked -up drawings and installation diagram of vitivl sliding glass door, prepared 1000 Tan. -102 and Witter Shades (i"�i on-T�'h O) Rigel PVC Exterior Exkvsions fat• (In Kami Dade County*) andlorthe AM (in aeons odier dranMaami Da& County) res erne the right to haze this 1_ Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-04 by Fenestration Testing Lab, Inc., Test Rq)od No. FTL 8_549, dated 11Vf?CO3 signed and 34indam and Doors", dated 12,'08116, eexpiiing on 12P?9121. pradoct cc material taegted for quality assutaace ptupzases_ If this product or material faits tope-rfora:n is the accepted 2) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idalmis Ortega, P. E. (Test Mort reevised on 12104115 and 02111/16) 3. Notice of Acceptance No. I5-0528.15 issued to Vision Extrion Limited for their manner, the mabufacttrw will incurthe expense of suchtesting andthe AIUmay immediately my oke, mo dify, or 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 b_ Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 -Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this along With marked -up drawings and installation diagram of vinyl sliding glm door prepared 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 'Windows and Dooms", dated 08113115. expiring on 09130fl9. acceptance, if it is detersmi aed byN iaau-Made Carty Product Control Section that this product or material fails to by Fenestration Testing Lab, Inc:, Test Report No. FTL 8717, dated 121'07r15, signed and 3) Water Resystance Test, per FBC, TAS 20?A4. 4_ Notre of Acceptance No_ 16-0712.02 issued to ENERGI Fenestration Solutions USA, ed the applicable building code. meet ro rect i approved This product is approved as described hernia nerdhas been designed to campty with the Floricis Code, sealed by Idalmis Ortega, P_ E_ Nest report revised on 02/15/16 and 0124116) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "TA`V' 3040 and Lighter Shades (Non -White) Rigid PVC Exterior including the High Velocity Hurricane Zone- 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 5) Cyclic Wind Pure Lesading per FBC, TAS 20394 Extrusions for Vt`mdows and Doors" dated 09A 5116_ expiring on 02-'04t21 _ „ DESC'RIFTION: Series " S57t312770 'i"�s•1 Sliding Glass Deatau� (Reinforced) wino 41ia & 13.�° c�aers-L.3S.I. T TAS 20294 2) Unifai n Static Air Pressing Test, per FBC, 'Test, along with marioed-u and. installation d of vinyl. sliding s door, p ��' Y p 5- Notice of Acceptance No-16-0712.04 issued to ENERGI Fenestration Solutions USA, � "Bronze APPRovAI. D CL : Draarin No. i-557U. Rey B, tided "V Sliding Glass 13oorNOA : g 8 fin' 3) Water Resistance per FBC. TAS 202-94_ by Fenestration Testing Tab_ Inc., Test Report No. FTL 8552, dated 12,NW15, signed and Inc. for their and Lighter Shades of Cap Coated Rigid P17C Extoriar .�-i 1 through 21 of 21, prebaaredbymanufacti-Da dated and last revised on 02/0 signed and sealed by 4) Large Missile Impacx Test per FBC. TAS 20194 sealed by Idahmis Ortega, P. E_ (Test report revised on 02/1512016) Extrusions for Windows and Doors" dated 09115116, expiring on 04/16/20. SUMV it1. ntyP10,1)5115 A. Lynn Milner, P.E.- bearing theMari-Dade C staff with a Notice of 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7. Test report on 1) Unifosnn Static Air Pressure Test_ per FBC, TAS 202-94 6_ Notice of Acceptance No_ 16-0712.03 issued to ENERGI Fenestration Solutions USA, "N`hke mi-Da Con Pro ct 6) Faced Entry Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for them Rigid PVC Exterior Extrusions foi Windows and Doors" dated CRevoon a County Acceptance ti er and expiration date by the NFiaffii-Dade Cry Product Control Section along withnadked--up drawings and instaliatim diagram of vinyl sliding glass door, prepared 3) Cyclic Wind P Loadingper FBC_ TAS 203-94 08110117. expiring on 020-8/18. .i•IISSHX IMPACT R.4tTL'1iG: Lapp and Sinall]&9ile Iuialtaet Runt by Feene~stratie:n Testing Lab, Inc., Test Report No- In 8546, dated I IJ06115, signed and along with markeel-up drawings and installation diagram of x?mvl sliding glass door, prepmed 7_ Test reports No(s). 10-002-792(A), 10-06-MO527, 535753-09. per ASTME-84_ Limitations: sealed by Idalmis Ortega, P_ E. (Test report revised on 01 .104/16 and 021110-016) by Fenestration Testing Lab. Inc.. Test Report No. FTL b638 (samples A-1 thru A-22), dated ASTND 1929 and ASTMD-635. issued by EXOVA to Vision Extrusion for cellulosic i - See table 1 (sheet 2) and table 2 (sheet ZD forappliicable SGD unit sizes, design pressures_ reinforcements types, glass t)pes, sits rases(see tables B-1 atZ B-2, sheeds 7-8} and ar,ehorlayout sheens requir eats in 11 then 16_ 3, Test report an 1) Air Infiltration Test, per FBC, TAS 202-94 ') 11 /19110, sued and sealed by Jorge A- Causo. P. E_ (Submiwd under N0.3 No.11- composite material 2. Rapid White ArC, Tan (Nee -white) Rigid PVC and Brovm evaded (Paused or laminst>� white Rigid PVC to be Uniform Static Air Pressuure Test: FBC, TAS 202-94 �1l17. t? t) (Sui►irritted tinder : r 4 Ao.11-1t1 fiT. Atj labeled per refetenoedNOjVsreq s. 3) Water Resistance Test, per FBC, T� 202-94 ) S Test � report on 1) Air Infiltration Test, per FBC. TAS 20..-94 8. Notice ofAcce ptance No. 14-0916. 11 issued to Kuraray America.: Inc_ for their 3. Egress operable doom must cc c*y with min clear width or height per FBC requirement, as applicable- 4) Large Missile Impact Test per' FBC, TAS 201-94 ?) Uniform. Static Air Pressure Test, per FBC, TAS 202-94 _'Se m-Glasg (Clean and white) Interlaver . expiring on 07/04/18. 4. Pocket walls under separate approval, to be revievwedby Building official 5) Cycles Wind Pressure Loading per FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94_ 9. Notice of Acceptance No.16-1117,01 issued to Kumay America, Isrc_ for their L ABELLNG: Each unit shall bear a permanent label with the manufarture es name or logo, city. state and series and ti) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile InVact Test per FBC, TAS 20194 - Trosifolt Uitraelear, Clear and Color PVB Interlayers", expiring on 07/0849. following statenwat: "Miami -Made County Product Cormol AnxovW, noted herein. along with marked -up drawirigs and installation diagram ofvmyl sliding glass door, prepared 5) Cyclic Wind. Pressure Loading per FBC, TAS 203-94 RE'sEWALL of dmNOA shall be considered after n renewal application has been filed and there has beenno by Fenestration Testing Lab, Inc., Test Report No_ FTL SM7. dated 12104115, signed and 6) Forced Entry Test. per FBC, TAS 202-94 F. ST ATE?�NTS change in the apphcablebuild1ing code uegativvly affecting the perdormaweofthisprexkd. seed by Idahnis Ortega, P_ E. (Test report revised on 02115116) along with marked -up drawings and installation diagram of vinyl sliding glass doaaf,paTwed 1_ Statement letter ofconfonance with FBC-S*Edition (2A14) and FBC-6OEdition TERMI LN ATION lofthis NOAwili occur after the expiration date or if there has bee¢ a revision or change in the 4_ Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc_. Test Report No- FTL 6337 (samples A-1 thru A-5), dated (20171 issued by manufacturer, dated 0&14 r17, signed tie sealed by Lynn Mi11er, PF_ materials, use, androrm,am facitueof the product or process. Misuse ofthis NOA as an eudfeonm eut of any procfuil, 2) Uniform Static: Air Pressure Test, per FBC, TAS 202-94 1210640, signed and sealed by Jorge A_ Canso, P. E_ (Submitted under 1A10A X6.11- 2- StatemmeW letter ofno financial interest, dated 04/1& 17. issued by mannufacuurer, signed for sates, advertising or any o9wpurposbs shall automatically terminate this NOA. Failure to comply with any 3) Water- Resistance Test, per FBC, TAS 20294 0107.09) ell sealed by Lyre Miller, P3E_ section of this NOA shallbe cause for terminatim and removal ofNOA. 4) Lxg Ms!&.Impact Test per FBC, TAS 201-94 3_ Letter of lab compliance, part of the above test reports. ADX7F_RTLSE_ N3 : The NOA nunim prec ededby the words Muni -Da de County _ Florida, and foIl awwed bythe 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C. CALCULATIONS 4. RER Test Proposal No-17-0397- dated 05105tl7, signed by Ishaq Chanda, P_E_ expiration date may bedispla)vdin advertisingliterature-Ifanyportinnofthe NOAisdisplayed, them it spatl be 6) Forced Entry Test, per FBC, TAS 202-94 1_ Anchor verification calculations and structural analysis, complying w-ilhFBC-2014, done in its entirety. along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared prepared by PGT dated 1' -0945and last revised on 02,115116- signed and sealed by G. OTHER LNSPECTION : A co of this entire NOA shall be vid ed to the user b the man ufacttuer or its distributors and PJ' Y by Fenestration Testing Lab, Inc., Text Report No. FTL W.G. dated 12104/15, signed and Anthony Miller, P.E. (Submi�d under?�'l AXe.15-1'110.f11). 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series shaft be available for inspection at the job site at the request of theBuilding Official. sealed Idaln»s Orr P.E. eat revised on 01rC1411ti and 02�11!1 by t� (r 6)- 2. Glazing complies with ASTME-1300-09_ 557012770" Vinyl Sliding. Glass Door , a (Reinforced) - L.M.L". g on 04,14,r21_ ThisNOA revises & renews NO A#20-0429A5 and consists of ispage 1 arc# evidencepages E- 1. E-2, E-3, Fr4, , 1 v: t I?�r,�:'4, e i i � �` t i f t r,. - 1 x i'� N N .0 E-5 & E-6 as well as approval document mentioned above. The submitted dacnmeaniiart was rneviced b Ishaq L Ghnatla, PE. Y 9 lahaq it Clamb, P.E. Product Control Vsit Supervisor Ishaq L Chands, P.E. Product Coabrol trait Supervisor r •? �' ,, _ lshaq L Chards, P.E. Product Control Unit Supervisor c� p t` O 0- CO NOA No.:1-0205.03 N{lrA No. 21-026:.01 NOA No. 2I-0.4:.tf3 NOA No. 21-0205.03 "' m rwartrMaatouarr Expiration Dates April14, 2026 r �� + , t r� Approval Dste:March .4,, 2021 Expiration Datr: Apri114,2026 App , .ell Approval March;: ' ' Expiration Date: _sprit 14, 202f ' �' oval Date: March 25, _021 Expiration Date: April 14 2026 Approval Date; lltarch ,a',+, 0_1 Z a O Page 1 E -1 E -: ,.., E _3 •-� � eD ON (ti C nl Y j C QC �Q ro (U . a) 3 > u M Q > PGT Indusnim Luc. CGI Windows and Doors, Inc. PGT Industries, Inc. 0 0 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTTED' ; v W 2. Evidence Submitted under previous submittal E. ILA-TERLAL CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quanex Part Sullen Slaacer Standard anupiving; with ASTM C518 Thermal Conductivity A. DRAWINGS 0.881 BTU --in/ hr.-ft�-°F, ASTM F 1249 Vrir'VTK Pass. ASTM D3985 Cxygm-Pass, ASTM E A. DRAWINGS 1. Drawing No. MD-5570.0 RerB. titled Vinyl Sliding Glass Door; NOA (LM)" sheets 2190 I.G_ Durability No Fog -Pass_ (Subniked render prnious ?1 efl 4 No.15- 409 05) 1. Thawing No. biD-5570.0 Rev B, titled "Vinyl Sliding Glass Door NOA (LW, streets I 1 through 21 of 21, prepared by n3zmfacturff, dated I O-OS115 and last revised on � 2I of? I- prepared acturer, dated I0,t05115 and last revised crri 021{}lr'?I, ♦ 0412220, signed sealed by A- Lynn Miller, PE. 6. Quanex Part Dnrase complying with ASTM C518 Thermal Conductivity 2-22 BTU -in' signed and sealed by A_ Lynn Miller, P.E_ L n filler, ) VS_� hr_-ft--°F, ASTM F 12 49 WVTR Pass ASTM D 1434 Argue P e�Pus, ASTM E Note: This revision consists repLvernent of same existing installation scar with flat head- B. TESTS 2189 I.G. Durability -No Fong: ASTM E 546 Dew Point Development 20°F in 48 hrs. 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 (Submitted tinder A'+D-4No. 15-0409.05), (D 2) Uniform Static Air Pressvrie Test, Loading per FBC, TAS 202-94 7- V Extrusimm Ltd. Parts complying with PVC-AAMA 303-13, Voluntary Specification B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid Poiysvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd= VEX-1 by 1. Neace 4) Large Missde Impact Test per FBC. TAS 201-94 AAMA Fenest at on Exterior Profile Certdicat son Program (Sit bmwed nndrr NOA X6.15- 5) Cyclic Wind Pies` ire Loa�dingpe€ FBC, TAS 20394 0409.05) C. L ONS along with. masted-W drawings and installation diagram of all PGT Industries, Inc. 8- Vision Extrusions, Ltd_ Parts complying with PiIG-AAIk1.A 303-13 _ NOW - NOW- 1_ Name represeentative wigs listed below andd tested to qualify Dowsil 791 and Dowssil 993 silicones, (Submitted under NOA No. 15-1l400. PIS) = Qi prepared by Fenestration Testing Laboratory, Inc-, Test Reports No_: 9_ PVC-AAMA 303-13, Vohmtary Specification for Rigid Polyvinyl Chloride (PVC) Exterior D. QUL4L1TY ASSUR.&NCE ty Fl-L-7897, PGT PW5520 PVC Fixed Window (unit 6 in propmal), dated 09-1) 114 Profiles for Vision Extrusions, Ltd= VEX-1 by AAMA Fenestration Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Rem (RER)_ � CDFTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program. 2107.2, PGT CA740 Ahrm Outsvu ing Casement Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Eneergi Fenestration Sohftion, USA, Inc. for E, 311TERIAL CERTIFICATIONS M 2107.3, PGT PW7620A Ahimiuum Fined Window (unit 9 in proposal) and FTL-20-2107.4. their --Tan 3040 d'c light shade (non -white) UWO Rigid PVC Exterior Extrusions for I_ Notice of Acceptance No_ 19-0305.02 issued toKulraray America, Inc. fotrthe it PGT PW7620A Aluimnnum Fixed Window (unit 10 in proposal) dated 07/130-0. all signed Windows and Doors", expiring on 02'04,21. "Trosifol8, Ultraciear, Clear, and Color PtiB Glass Interla s era, expiring on 07V&1-14_ L_ and sealed by Idalmis Ortega, Pam_ 11_ Notice of Acceptance No. 18-0122.02 issued to F�rgi Fenestration Sohaitm, USA, Inc, for 2. Notice ofAcceptance 1"�ito.17-0808.02 issued to Kuraray Via, Inc. for their their series -Mlike Rigid PVC Exterior Extrusions for Windows and Doors',, expiring on "SentrTGla9t, (Clear and '"'b ") Glass Interlaters", erring on 07/04123_ > CL C. CALCULATIONS 1. Anchor FBC 7u' 02/28/23. 3. Notice ofAcceptance No-18-1106.10 issued to Vision Extrusions Limited for their "Brown O CD_ Q verification cak-ulatians and structural analysis, complying with 1.2_ Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solutin, USA- Inc. for Coated (Painted or Laminated) White Rigid PVC Exterior Exuimions for Windows Edition (2020), dated 04/221?0, prepared by mamlfactir+er signed and sealed by their `Bronze & light shade cap grated White Rigid PVC Exterior Extrusions for and Doors". expiring on 09130?24. Anthony Lynn Miller. P.E_ Windows and Doors", expiring on 04116t25. 4. Notice ofAccept2nce No.19-1106.11 issued to Visscm Extrusions Limite' d for their sexes 2. Glazing complies with ASTV_- E1300-04, -09, -12 and -16. "VE 1000 Tan 202 and lighter shades (Non- Idle) Rigid Cellular PVC Exterior D. QU�ALITI'ASS'UTRArCE F. STATEMENTS if Extrusions or Windows d D ows and 1 , expiring an 129,21. � O 0 Miammi-Dade Dot of Regulatory .and Economic Resources (RER). 1. Statement letter of coke to FBC '7* Edson (2020), dated GV221'20, issued by rauufacturer, signed and sealed by Anthony Lynn Mr7r, P.E. F. STATEIV EN"TS E. iATERL�I. CERTIFICATIONS 2. Statement letter of no financial interest and of independent. issued by manufacturer. elated 1. Stateerrumt letter of confornmance to FBC 7a Edition (2020), dated 0110L21, issued by O 1_ Notice of Acceptance No.19-0305.02 issued to Kuraray America. Inc. for their 04/18,20. signed and sealed by Anthony Lynn Miller, RE. manufacturer, signed and sealed by Anthony Lynn Millet P-E. `Trosffol - Ultr•aclear, Clear, and Color PNB Glass Interlayers", expiring on 3. Private Labeling Agreement document between PGT, dated 03/30115 and signed by art 2. Private Labeling Agreement dated 01%21 between PGT Industries, Inc. and CGI 07i08!24. in vNed parties. Windows and Doors Inc., signed by Dean M. R.uadr, P.E., V.P. Engineering, on behalf of � Cn 2- Notice of Acceptance No.17-0803.02 issued to Kuraray America, Inc. for their "Sentry '"li '. both cmapanies_ Q Glast, (Clear and te) Glass Interfay ers expihng on 07f0423. G. OTHERS � 3_ Notice of Acceptance No. 18--11KIO issued to Vision Fxtr,>si,ons Limited for their "Brown Coated (Painted or Laminated) Wye Rigid PVC Exterior Extrusions 1- This NOA revises NO.A# 17-0420.06 ) updates {PVTw1GGI and ales toFBC20..? 0 (7a`Editiefn), G. OTHERS expiring 04.2121_ I- This NOA revises Ar renews NO.A# 20-0429.05 (PLA w/CGI), expiring 041I 26- for Windows and Doers '. expiring on 09/30,2'4. 2- RER Test proposals #194155 dated 01i 10f20 approved by Ishaq I_ Cbanda, P.E, expiring 2. The euxrent associated PL.4 CGI file #21-020.01, ex;&ing 04114126. i- 4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their 04r1402L series -VE 1000 Tara 202 and lighter shades (Non-iNIke) Rigid Cellular- PVC forWindows Doors". 12,129/21. �; t.W, + ` f �� Uj M Exterior Extrusions .and expiring an � 4,4 q /) (/ ¢ i Ishaq L Chanda, P.E. Ishaq L Clinada, Pf. Z J Ishaq L Chards, P.E. grodurt Control Unit Supervisor Product Coated Usk Supervisor Z Product Control Unit Supervisor NOA No. 21-0206.03 NOA _. io. 21-0205.03 Q NOA No. 21-8205.03 Expiration Date: April 14, 2026 Expiration Date: April 14, 2026 J Expirs6oaDatet April 14, 2026 Approval Date: March, 25, 2021 Approval Date: March M IMI Approval Date- Alarch 2: , 2021 E -5 E -6 E SHEET NO. PA 10 I -- I - I 11 II ) I IF11 11'6 BIII I .11, I I Rll B 1 t P r1 1 l III I ,I'll,al11'1III flIIIIIIIIIIIIII "'IIIIII 'I II '_ ' I __I 1 1 I'll -- I I I - II I 'f" TJIT` II /��PRODUCT / I I LI E C C�.r.Q INC. TILLIT TESTING S ENGINEERING COMPANY EvA►,UAUQN REPOH•X&O. 2Q&Za Ot 2 22. TEST REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads �• PRODEV UCT ALU,ATLON RIr REPONO. 20 72a.87 83 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document P.E.D. drawing (P.E.D.), _-_. _ WATTFR A. TTLUT, M, F.E. tiltecoreol.carn YL P.B. I. —NA d417-, ALCAL.i—Nn.00ne719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 0810911996, 996-570 dated 09118/1996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 1010611998 witnessed by Gilbert Diamond, P.E. and Report No. 7.. LIMITATIONS AND CONDITIONS OF USE: 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, REPORT NO.: 20-0720.01 P.E. and Henry Hattem, P.E. 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters E signed and sealed by Frank Grate, P.E. prepared by Tliteco, Inc. and signed and sealed by Raker A. Tillit, Jr., P.E. PRODUCT SUB -CATEGORY: Storm Panels 2.3. STRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Stone Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 200 GAGE GALVANIZED 87EEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be installed Into poured concrete, concrete block, and MANUFACTURER: Global Protection Products LLC. section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., wood frame structures. 4800 S.W. 51 Street dated 11/03/08 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P.E. Davie, Florida33314 1 PURPOSE OF EVALUATION: 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. Tillit, Jc, P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. T11111t, Jr., P.E. (System Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. luNrrNa/rr 61G20-3, Method I of the Florida Department of Business and 4. WIND LOADS RESISTANCE: `+++utl �..� p A. I. �,A „41r Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind `B� .. �CEN,q '-9 This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15, f 8, 19, 25 and 26 of 26 of Product Evaluation Document {P.E.D.}, drawing No. ±s(o. 44167 : �' 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 20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, -- ` - -'-* � :-`, t 7, Ze?o-?"6� STATE OF at least equivalent to that required by the Code. 14, 15, 17, 18, 19,20 25 and 26 of 26, of Product Evaluation Document P.E.b. , drawingNo. 20.176. ( ) .-<5 c T- �W, ... A r v"C5,"o s'�.,,FSS'0Nl This Product Evaluation Report shall be subject to review and revision in case of I INSTALLATION: t a Building Code change that may affect Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED: sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document D'.1ATILTECO A13MON RECORDS 1 P. E. REPORT.20 \ GLOBAL PROTECTION PRODUCTS, LLC 1 20 GAGE 2. 1. PRODUCT EVALUATION DOCUMENT (P.E�D.1: (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANEL\DRMR20-1761 REPORT 92Mna.01 Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Wafter A. Tlllit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part .T "lllj; rlsF Evaluation Report. �ge,'\r<p A, N,[ `, L++t„cltuNtlfJU,fl • !tiR A, r!<. P V*�� �@ ' '' T� ,\*%', ` �P,•'��CENA4F' 9 y1.;; 10EN ,�, � = f �- ;� No. 4416E 'j ",et*: * ' r7lrI -�� F- _ • 49167 71� , * *_ - STATE OF :'� %'•. F _ S,O.c,•- tovo :� 0 � .ir 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-]530-�p9451i �, "' �3\1 ',aj,S�QNAiIIII� L�,,•,` r,Nl' ,+11 GENERAL NOM: e.3) N CASE THAT PRECAST STOPS, OR PRECAST CONCRETE PANELS. STU= OR WOOD HOARDS BE FOUND ON THE O#II� FM a a1aE SAMMIM STm 9]ORIE 010110 1 EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEARD SUCH PANELS. : STORM PANEL 94OWN ON THIS PRODUCT EVALUATON DOCUMENT (P.E.D) HAS BEEN VERIFIED FOR CONPLNNCE N ANCHORAGE 511" BE AS MENTIOED 11B.1) AND IN 112), ACCORDANCE WITH THE 2020 (M EDITION) OF THE FLORIDA BUILDING CODE (C) TD EX6TUIG W0a0. oil. eP ,ar ,IITY . O as •.; DESIGN WINO LOADS SHALL RE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE, - 1/4•E TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. SUIUNEX, INC. - t14-10 PAIELAIATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A WIND SPEED AS REOIRED 8Y THE JURISDICTION WHERE THESE SHUTTERS WILL SE INSTALLED AND 7-16 AND SHALL NOT EXCEED THE MAXIMUM - 1/4Y LAG SCREWS PER N.D.S. FOR A DRECTIONAITY FACTOR Kd-0.65. USING ASCE (ASD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 TIR U 12, 14. 15. 16. 19 • 20 - 7/18'0 . 5/6' WOOD BUSHING, G, AS DISTRIBUTED BY ALL. POINT SCREW, BOLT A SPECIALTY CO. N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WORD LOADS DETERMINED PER ASCE 7-16 C.1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2• AND 2• FOR ELCO PANUMATE PLUS SHALL BE FIRST REDUCED TO AS.O DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 N ORDER TO AND PANELMALE FEMALE ID, COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15. 16, 19 h 20 C.2) MINIMUM THREADED POIETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 112-. NO THREADED IN ORDER TO VERIFY' THAT ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOUNED THREADED PENETRATION. STRESS TOR WIND LADS WAS fta USED N THEIR ANALYSIS. FASTENERS SPACING TO WOOD WAS BEEN DETERMINED IN ACCORMNCE WITH N.D.S. 2018. C.3) MNIMLM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING STORM PANEL'S ADDOUACY FOR IMPACT AND WIND RESISTNNOE .US BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF C 1 MINIMUM PENETRATION OF WOOD GUSHING SN4L1 BE S/e". , 1 / THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING • TESTING INC. REPORTS %-569. 96-570 • 96-T30 AND ) / ' a-20 SCREWS USED SHALL BF 1 1 2' LONG MBNIMUM FENESTRATION TESTING LAB. NC., REPORTS /3032 • #2126 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203. SHOULD STUCCO EXIST. AND ,' MINIMUM FOR WALLS WITH NO STUCCO. As WELL AS AYEwAN TEST LAB OF SOUTH FLORIDA REPORT OrmIs01-ON, AS PER TAS 201, TAS 202 AND C.5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON TINE EXISTING TAS 203 STANDARDS. WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-TO ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2- ANCHORAGE SHML BE AS MENTIONED IN CA). C.2) • CA) 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SH41 HAVE 3105-HI4 AHOY (0) AMH ORs ANAL BE INSTALLED FOLLOWING AL or THE RECAMMENanDEd AND SPECIFICATIONS of THE ANCHOR'S MANUFACTURER. ♦. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-053 GRADE 50 MINIMUM. G-60 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECOION 3 THROUGH 10 (SHEETS 4 GALVANIZED STEEL DESIGNATION W/FY- 583 Usi (AFTER ROLLED). THROUGH 6) EXCEPT THAT READERS O • ® SHALL NOT BE USED. 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 3t6 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9 IT SHN1 BE THE RESPOW4911JTY O THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE DIN '300tB W/ 50 IM YIELD STRENGTH AM 90 Rai TENSILE STRENGTH IS SHALL COMPLY W/ FLOMM BUILDING CODE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME SECTION 2411.3.3.4. BUILDINGS. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AISI 304 SERFS SIANLESS STEEL WITH 36 KN MINIMUM YIELD 10. EACH REGULAR STOMA PANEL WTTN LENGTHS OVER 8'-8 THROUGH 12'-4'. AS PER SECTIONS 6, 8. 9 III, 10 AND ALTERNATIVES 8W, STRENGTH. GIN• IOW ON SFEEis S. 6 • 12 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR 7 AKFIGAS TO WALL SHALL. BE AS FOLLOWS. TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING (A) T(L Dg511NG POURED GONCAEfE. 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHLIMR COMPONENT EDGES WHICH ROWAN N CONTNuous CONTACT WITH - 1/4'a TAPCON ANCHORS AS MANLFACTURED BY LT.W. BUGOEX. INC. (Min Yc-3192 P.a.i.) THE BUILDING TO PREVENT WIND/RAN INTRUSION. - I/4' F , 7/8' JG CA -IN ANCHORS. AS MANUFACTURED BY DEWMT INC (MIN. Yc-3000 Da-.) - 1/4-Is. 3/4' SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL PONT SCREW. BOLT • SPECIALTY CO. 12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS (Yin. Yc-J000 D.Ai-) PROVIDED BY THE JURISDICTION WHERE PERM" IS APPLIED TO. - r14-10 PAELMATE FEMALE 0 IS PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRICTION PRODUCTS. 13. III) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED SAL THIS ENGINEER IS GENENC AND DOES NOT PROVIDE INFORMATION (MEN H'c-33W P.a.i.)ANCHORS.FOR A SITE SPECFK PROJECT. is. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D - 1/4-0 CF TAP -GRIP ANORS, AS MANUFACTURED BY TRU-FAST CORPORATION (Yc.3600 p.a.,.) FOR THE SELECTION. 1 I (E) CONTRACTOR -E RESPONSIBLE , E AND INSTALLATION INCLUDING LIFE a TIi15 PRODUCT IS AI) WHYUM EMBEDMENT G>i TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/1': 2' FOOD PANELNATE FETAN,E BASED ON T165 PE.O. PROVIDED ME/ODE GOES NOT DENTATE FRW THE CONDITIONS DETAILED ON THIS DOCWENT. ATE FROM DOCUMENT 0 AND PANEWALTE PLUS AND I 1/4- FOR CF TAP -GRIP ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY A2) CALK -IN • SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8- AGO ME POURED CONCRETE. NO EMBEDMENT INTO (c) 1HS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID B MODIFIED, STUCCO SHALL BE PERMITTED 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO MST. ND 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR NA U THREADED SCREWS W/o HD. (d) SITE SPECFIC PROJECTS SHALL WILL PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WBECOME' THE BUT WITH LING NUTS. ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR ?E PROPER USE OF THE PE.D ENGINEER O RECORD. ACTING AS A DELEGATED ENGINEER TO 1HE A3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAYERS. STUCCO OR Waaa BOARDS BE FOUND ON THE AE.D ENGINEER. SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWN" FOR REVIEW. EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN A,1) AND N A.2). (a) THIS P.E-D. SHALL BEAR THE DATE AND ORIGINAL SEA. AND SIGNATURE O THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. (B) TO X.STLw: CONCRE [YM Wul ASIN_ C-90: DS%14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY MSMU LOCATION AT STORY - 1J4' F TAPCON ANCHORS AS MANUFACTURED BY I. T. 1Y. BUIL. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.93 OF FLORIDA BUILDING CODE. ONE LABEL - 1/4' a , 7/8' CAUK-IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (YIN. Fc-1500 p.a i) SHALL BE PLACED FOR OPENING. OPNG. LABELING TO COMP--Y WITH SECTION 1709.22 OF THE I/4'0 X 3/4' SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. BEE • SPECIALTY CO. FLORIDA BUILDING CODE. (M. I.-I800 P.1) THIS DRAWING SHALL ONLY SE USED ro - rN14- . PANELYA.TE FEMME 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION OBGIN PERMITS N THE STATE O' FLORIDA PRODUCT$ (MN. rc-2071 ps.l.) ,MUtHINUM - 1/4" P CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION �"•\ER A: T1IA ---I ••"t/r .. FLORIDA BUILDING CODE(Nigh Vs Nurr)can• Zone). 9, I) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELVATES AND CF TAP -GRIP ANCHOR. INTO THE ' BLOCK AINn SHALL BE I 1/4-. Z - `LTM 4c. 20 CAGE GALVANIZED STEEL STORM PANEL 91MWs NO.4 .' _s 167 E 6.7) CALK-N •Sam -SET ANCHORS SHALL BE EMBEDDED ]/e' N(IO THE CONCRETE BLOCK 1NKT. NO'CO - OI/N/1020 INTO STUCCO SHALL K PERMITTED. 1/4' F-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOU PROTECTION PRODUCTSA LLC, D.R s �-'�-� EXIST. AND 1" ME/MUN FOR WALLS MATH No snxco. ., � STAT OF IL E C O INa •iy , -• / T �,0�`•`'Cn�OR DP '?i�1�-• u ,r s Wow uImOOY�MIr nclE (Es4)w-Asa. rAc t9s4>em-a+n �20-176�p',S�yF,� w•� tNn m-,m nw m-w,'+JAAA Vi%y liA./sIWMRVRFIGRc WRO, A T ULT ... P.E. a•• to - NA E H� aa P INSTALLATION DETAILS INTO EXISTING POURED FOR REGULAR PANELS(,-) CONCRETE OR CONCRETE & IA BLOCK STRUCTURES o,emE-own (SEE ! ON CONCRETE ANCHORS pan a THROUGH e) (sa C\ CONCRETE ANCHORS; ( BCHOLLL d1aN SHIFTS a THNAdg1N •-----E.D.-- COHOST[ ANCHORS..= (SEE Sp.— aN -O ,` I O CONUEFE REDORED; SIIEOE • TXWIODGI P) \ FXISMIG POURED 1 COIICI¢1E ISO 1 ��'\..\ SHIPif! 6 nManH I) cn. O, I,. ,' WIT.-�� ` 'Y- ♦' E4. \ _.�I a�wlF t/2" -,1' Min.-- aLAn L{ Y �1/4" „� \ ..:.: \\.,i 114• (C-- li== WYZ i DL. 4. 1TIII F 0. I _------i\ .._--EDcome" .. I i I I ^' f3). � 1 ^ ED. ® ^_®IEOIRD I 2 O I1 -O I CO E REOAARED \ t .I -I �' � • • I Z I J C'\, t ` I .. 4XVIS A I I C I d1 IN ECR I I. I aC1F sIw • [fSW Rqp D ,/Y of 8 I 1 ,2 r, e �AO.W 9"'ALE'TM'EI I 1 I ��7\) �� 1a W�R-R" i � I SLL la1lDIREMANOWINGs 1 WIQF W 1 1 - M-- — -( 7I,�r �m lE aABa O 4- --1 I -J 1 IFGA 1'0 p 1 O 1 T I i --r - � i Danw--i i 4� l 9 �1 I 4='w4 1 5 I i I R , I 1 i I ; I i I I i I I I I 1 i 1 I 6 1 � I I 1 1 � t 1 1 i t aA t 1 1 yj I ^ '� -`: IEYON [1ta • �. .,. 'INa MUI � EaSTWG POUREP ED. I p ( I lHQY Rub • 1 4 1 :I ,/Y ac. 1 ED, ": 1 �1 r EXNWTING PDUR€p E G. I ta2B�N�i . CONCRETE OR1 CONCRETE BLOCK • 3 I hrRl'Snn • 1 r4-K 1 )+ I i EMSIING ., \ - I - _j COIICERE OR \ _ -. _._ CONCRETE BLOCK ��- --- :- - REDURED. - y i 17 try• ac r1111M - - I CONCRETE BLOCK IE ,-. ,/2• REaIRED. ,/2, 5,. ., .. .. t I 1 v 73- - _ uK —� -- E.D. W,aRL'RE ANOgR6 ` COROEaE ANCHORS f•e NiR 27�q' { i C ANCHORS ,; O 19 a WYC STAGGERED r/ STUD ' 9. s.- a (2) - hm SCHEDULE GO -- 054E suav" aN �`. - WMl .t. (SEE SC . (SEE SCHEDULE aN'- I. fM i4ti (SIDE SCHEDULE SHEETS t IIROIAM 9) \ 9HEle 6 THROAIW III SINEtE 6 THROUGH El) UEi14 ! aNRpUCNON 6) SCALE 3J8-1' SCALE 3J8-1• SCAB )/e-t' .' -.. -i------------- I 1 ED. is EDGE DISFAHM 7E f0.eout I (SEE SCHEDULE ON ... o w. R�7Aw, 1 ,I)I I SHEETS 6 h 9) I 10 — I 6 , L I 1 , • ' • i NOTE FOR CO►iBe14L1I0N OF SECTORS: at 1y 1 a.+. ,7 , f I AI N', TOP A BOTTOM MOUNTINGS CAN BE ANY WAY To sufT ANY �,�a�£R aP.. "''A INSTALLATION. ,.y, \; '-:�.r.� ) .�-. ♦ :',�� - ........... ��' V )v '• v s, EXISTING POURED 4- :. .. i FLDRIGA BUILDING OGDE r0 h YNoc) Nu cane ZOM '�/ - - -T.D. _ _ _ TE E i. 1 ` s T f . 7 I .000 rti m. -c 20 GAGE GALVANIZED STEEL STORM PANEL Fp. col.o" ANCHORS 4NEEM a iMNXaH� 6) \\ _ •Q. * IS •". ATE • *i ON., _ GLOBAL PROTECTION PRODUCTS, LLC. IL E C O ante. N: SaJEWJm16 DML CEILING MR FLOOR -s�:sFSS o�,o ,. / INa. om:E 5. STREET n. w 20-176 kN NFL E "'v 4f .r. - s_ 4w - W,IRA NVIIR AN. PROF: (WNW 7N0 FAX, (Se4yeN-5»a ..- I We W m SW WCAE 3/e-t• ,i are r it � 1M: .L T1EE/I1A0E aLm A 1WM" Y.. P.Ln1i 414 -=-1-F ff MQI N V 21 /I 1 LI ECHO INC. TILLIr TESTING S ENGINEERING COMPANY WA TERA. TILLIT PE tilte oo@wl.com �' PRODUCT EVALUATION REPORT PT.P.r T 1'44411667' FLU.A. L—, Ne. DX16?I9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY; Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Proh"on Products. LILG 4800 S.W. 51 Street Davie, Florida W314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Wafter A.11111t, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 611320-3, Method 1D of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 21. PRODUCT 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 Walter A. Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an inte$�NA+ Q��rffils Evaluation Report. �.t`�•\E !o4/ N,� 7/e/4*/4 J * ; * = . STATE OF :�(� z 0� •. Ft OR tDP . -;4� 'i 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: (305) 871l"Q1. pA(31i .1; -I531 COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-I' - -- _- _ _--- _.. 15.198' (TOTAL WDTH)- --- --- -.. _ _____- _ - ISAW CTOTAL WON)- - _.. . --. - - - ----12.500' (EFFECTIVE WIDTH).- - -_- _.- - - - I.-." - - - -_b 1/4'. - --_ _- j `-._.__.-. -_ - -. 6.250•--_.--- --_.._-__- - 1. 1.350'--;,--1.3so, -. '\.500• '\.SW I D036' MNL 11pt r-1.350•-- , 4, -�­'- _ _ - _ _ CALVAIKLEa SFEEL F_ r 1.� jj/f I ,' y 1. t W' - ASTM A-653 f X. . - / ' _ ® a.036' YEN. HECK T_ / NEMILF2.+ 2.837• A % ' 2.657' /' I / C-60�GLV. EpOE / GLYAreZED STEEL EDGE- ) 2.000' ,I /' / TYP. ASTM A-463 T , 2.000' .24 % 1 TYP. HEMWED t I E:CE GRADE 50 MINIMUM ORAL A_1 - ORAL AS \ f C-60 F/AV AIL A AE A IEB ,,.I 48 B l._ _ _ _. _... _______ ___.. _-.._-__ ________ —� _ _ _ _ _ _ _. t.syp' t.330' —8.250 .. ____------- I.3S0• T STORM PANEL 1k END STORM PANEL 2.197--.- 1250' 2.,e7• •I-2D, PAME1V END LIP I .1 DD. R GA� -125'-.750'- W/ NEISE'D CDcr. -- I .iDD• R n 1.250' .}FO' N SERIES1.725' S5. RIVETED 3D4 9ENIB5 _ ..750'- 53. STUD RNE1Fp .9'Jb' —� I / TO AHGE • TO Atli • I �� 1 i 17 1/7- D.C. 12 t/Y O.G. - "L So.OB" .tOD .093• -� 3.375' 7.000' 1.500' 1 1300' SEE OCT I .939• .939• =a, -HDE.I � 2.1ZS'ODA: R A. '1 1 'f 35'.1 t. 1.2.L1.i--___..1 . �.'" it Q i JI - �•- III L1.5OD-J ,-.-V IRA... _ _.-' -_._ - I.500• - � - ISOMETRIC VIEW DETAIL A `__2.000'3O- —2.OD0• - ROUNDED CORNER • ENDS OF PANEL'S MIT END LIP w( HEMMED EDGE. O -h' HEADER (\3 'U' HEADER 4O ANGLE ® ANGLE WiTH STUD (N.T.$) RISE STUD l � VARIESt , SEE GET. F_j 1/14 • 2/14 E.344' .374 TOP IDLE 09e -'SS.7 T3_-� I It.{0T1.063' 373' �- SiII RNETFD TO E_ ....37E .050' .3T4 ,�..730• - f -D_J -Pit1EL 106'« N __ .,ea i.O Ii 125* . 1/PF-20. 30. SERIFS 623•JN- - � I _- -_- _I.__- AACIE • I2 1/7' a.C671't_._-1----N t.0e3' 1.343• R062. 1.671' N. 1.500' i. 16•A HOLE FOR - .093• . 1.015• 7�. LOCATION - -.- f 1- I- •1 5' J AO.fItlM L.. I I ) IVORY PANEL .957• ,i _I �• . __.._ - - ._ I - Mi, .0e5• 084' TOW (� KEY HOLE WASHER 'e2•' -- 2.000'- `!TYP') -,063• © 'FHA TRACK ANGLE ® ,318' 'F- TRACK ® FLAT PLATED GAWK (I".))'EL _ -.004• ;�,� NHHNHII4 WITH STUD r s LONG - I 1 44 A: 1 '* 375'P- .875R t - - _ _J ff &-�: - t )E i *. * *? flOR10A BUILDING CODE h Vsloc Nurrieone Zone_ _I .Oe3.-. � 1ACKEL ' � OFPA EL Z '., ATE 0 OAK, TX7aa NLFP 1 -I .125--.1675'..^^"� WING NUT �i$p'•.. At' * 20 CAGE GALVANIZED STEEL STORM PANEL 09N,,. 9Y: © KEY HOLE ,i,'O • .. WJEe/IAao _ . 2 TOO' - p��� � T ice-( :-r AT PANELe+.y r 1p - -- ' } GLOBAL PROTECTION PRODUCTS, I.I.C. ENE iL EC O ® 2-X7'Xt /4- rA AM -f-• -_- AMC. wm a... 51 S1wT ATERNNTNFLY. IRE WING MIT w/OUT '1/�.O�aq% • MA DOE. R 3XN4 AI UMINt UM ANGLE mosaff SC wam" w ADDITIONAL / ! ,Fa. e.- s WI•AA-R ANn l"ON1, (E64)ISI-75a, FAX: (56MM55-e7I7 20-176 - -- -- - ,."-- .TEN O,-..R . ti I Do an -In, - 7/e'a.3/32• WVYER (IA&REg w - aF.. STEEL OR ROIQ PLATED STM). I SEAL/9NOMTME/GTE G-0m$At9 MIMNE Ma vUER A TIlIT A, PE .. ,l-w ,Low1 rNm 2 or a INSTALLATION DETAILS FOR REGULAR PANEL.SQ 4t a DO txDSLIFIES DETALS FOR INMLLATION IN POLED COtCREiE INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES DOTE ELOCK OR WOM OcµALxK-N OR PWRLM m FOFME B. CONUETE M,MOIORS :; //L4 ;>J Z u VALID FOR REGIXAR. UFE SAFELY AND E-Z HANG Slim PANEL Sim --FWNEI)4AC " OR O TAP-aRP = SCROXI E ON �\ _I WIN \. SEW SCNImu1i ON slFir • • e) slE[n a TNRpaN n \]E I t T _t®�i �-11 J 1 I t/ NOWE.D.O I WrTG,•®' AerTcT e4P E.D. i 1 MA r ac 1 - 1 I • ..)� \. I DISI$NG 1 I —1i'- -I i ' r- I<L., ,Ire = ,/}• - _ Pv0 1 1 i �rpj - .I M-i•�, .-9.,-4PA'I--N.F --,,. '-Cl) "' CONCRETE BLOCK I O '.. 1 € - r - is `E0URED I J I 1 I _ _ _ _ F � I 1 T7o.R• Mi 1 I "A 8 (PL�N) �,IR I Illf[A�a1:(� II `— `,, 9 a'g __I i I 1 1/r SGIE 3Jis-1' E7®WI¢_„ "Is 77 7, 7 nX,66 .': IGIG aK a ERE. I I yY • , W Ak N14A•� ,m „-N WI T I S So®ut I , i 1 of , tR fE.fALE I I —FM w I 9 .curs • 1r � TOO iF,a I°"w.'vNRoaR I -� j To IAAa 1 - O TeX_ A%"-Yf- ,) 1 1a •ODE[ irwRUW u I I , 1 r . r . s ,Aeaw D r.a�b1 1 1 1 1 ../r-, 1 L� 1 ;X 6 1 F. AUK ,' i 'Il MAY* /� r-11 r V I 4 1 w w- - .aw aweoLcp.pa� E.O. 1 1 ■ae, n a1r a®,II,e EXISTING POURED _ - CONCRETE DR I ®- I CASE C BAH) ASPAA.D XWORED BLOCK 1 AEn ED aI i SCALE 3/16-1- CASECONCRETE D (PLAN) E I SCALE 3/16.,- I CONCRETE BLOCK ,,` "NOW 1 REQUIRED, I 1 /2'----'-gE r/ 7%a•INWaLy N�,rAIR R�-�m, P, A,RIn '-U _AV. FJWR-N fI PAt[WAi % --__ - -- 1 � l - i3/1•- - M8 • Y OR Clls^„m OOHS -1 wa,pnn : A IwaP a IR.I a. .awn N 1 WIm�al�tW u-'�'R NYIMXNv w� RUNE A F 4 11 CONCRETE ANGIGRS Q "'1' f4A- \`�.' ,A-R .A= Y NINLIe,c MA I - -' - '• ' PLUS ON OF -OW •::;: (SEE 9C[DULF3 QN (SIDE SCHEDULE ON - _ Is,A sHWIS a THROUGH 8) SHOM e • 9) MA , I. -�{f ®RmA SCALE 3/8-1' SCALE 3/6-I- -emu. M� wona ...�. A �(,ppnn, AW a =EXI$lINGY foos s s • rEr' 1- MADE . VARIES . 1/e' E.D.D-EDGE DISTANCE IRA 54An fM m NAw (D-0 _ T14CK ALUM. TIM OR I' . (SEE SCHEDULE ON CASE F (PLAN) . EXISTING STUCCO/ P.T. WOOD PLATE SPACER 'J SHEETS e A 9) - - SCALE 3/Intl' .-ROOD BAND I O • AM 1• WIDE . VARIES - 1/e• 1 NOTE FOR C01I9tIAlION Or eFCT1ONS: ALMA. TUBE OR I' . VARIES 111 I 1 p T. W ,R TE SPACER i TOP dt BOTTOM MOUNTINGS CAN aE • eDRDCONCRETE ANCHORS " I COMBINED IN ANY WAY TO SUIT ANY CASE E (PLAN,aJ `i. •,(SEE SIXEGULE ON -j ' I INSTALLATION SCALE 3/16-1- 9.11S a THgUGH 11 %I WM. La��* J A1 .- EiA.........Z �a °' ✓ aISnNc POa+ri y I•a W Am UWXY, me. �, FLORIDA BUILDING CODE HI h VelocityHIM cane Zone —COW'M Ram:w; COCRETE OR - ERN NIGHT M E Tpea NnI. A. I t/2' Len. CONCRETE BLOCK % 10^ a EWAu THIN _ 441�7 .: � n� � 20 GAGE OAIVANRN STEEL SiW61 PANEL 9 3• Was. 1EDIRED. "Apia Tenn. ` a x SECTION x-x _* t i c SCALE 3/8-1• < ��-�--y `-LOBAR PROTECTION PRODUCTS' I.I.C. $ TE z- - I L E C O me. DETAIL FOR SPACERS REQUIRED AT TOP OR ;1•'•. 16IM Se. 51 I1- BOTTOM TRACKS ADJACENT TO STLICCO/WOOD BANDS % A, • R10► •: i� .. .:. r 7a -r4. WVes. a s"n: AWE, {aH7w 7s a r- De.)roa-sn7 20-176 , .. •• /�'y,.S''' Ar (RN M.-Ins ti � am,N-HR oRRnR NP. - e ,,,gE/OAIE G-o0a7=9 !M= n.... "Ms/ N TLUR I., PE 4tA H-w - van 5 W. W!10 PRODUCfEVAIXATION REPORT NA 20-0722 En 2 22. TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3 per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mahner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings r g per Protocols TAS 201 & 203 as per section 1809,1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. OCM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per CIC Metallurgical Report No. I OKMA 318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3.STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilte(o, Inc., dated 12/1 B/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tlllit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE - Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard. 1EtA11'IrrT �ff,4 210- 1-#0 * :*= / STATE OF : yr�,,y, S�QN1Al...X- `�, I+Mn___nsE-r EVAr CIATION FxPnRT*n• 7D a927 NIT 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 0. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND CONDi 3QNS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tifteco. Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. TRIK, Jr., P.E. (Florida License No. 44167), President of Tllteco, Inc. (Florida CA-0006719). A,N+`0'tuAnIJtm0 Di R,,,.,..,1/r ti'4... ' CEN19e .... yy C-67 : 5iZ' Lam, * . *= WAT1LL / ,Q.• Z_- Dt TILTECO ADMON RECORDS ) P. E. REPORT.201 GLOBAL PFEO' QA,I,CjN P �tl�tlTOFFC(][�S, L •�R -GE GALVANIZED STEEL STORM PANEL\DRWG#2D-175)REPORT#20.0WrP vt'••.: (Qp'!JP .• Fss •.....••• ''GX �.+ r',i, p0N'A'1EN++sp, 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, 1W/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, GW/11 Rk 7W/11 S• MAX- ANCHOR': FOR CONCRETE SEE SCHEDULE ON SHEETS 8 • 9__ 3• MAX_ _ , MI/ . _..__ ..__ MR WOOD SEE SECTIONS ON SHEETS 10 kit '- '-1- MN. ^ e o 0 6 D.M..O•O.O+y. T-_--T------I--T--T---T--7---T- ,- .--r---f "--_ i T-T--I--T--1-1-..-T--T---,--T_ -. _._.-. 2 I- �j - R I IF I I I I 1 EO _, , I. - L_, -1-- _- i_ i _ l -i ,,l - r - "T.-T' I- A 5 ,IV-- I I I-1 ;�4if I�IIIl y I i I t�TED PANEL$ W/ 1/4•-20.1'------- (SERE UNBOLTED AS I 4 ; } i S%S. M.S. BOOLY W/ 7 �. 3/32- ;- APPLICABLE) 1 1 ; I I I (SEE SECTIONS AS APPLICABLE) . .i 11_11_ I .L1:. , 11- --i 1- -�- I .I i 1-_L I i �, 9 _ - - - -- " j - i -- - - • Ec 1 T_. ( i I I l i " I y I I i 1 1 D.M.,©.®. 40.+� - io al uf- I---0 i 1 9 1 , (���1-F --11 - 3. WOOL - I. M= - i/4, 2/4, 3/4, 4/4. 5/5. 7/5, �-6/5 w W 1 4W 1W 10 2 10 3 0 10 / / / , / sw/to, sw/tt a 7w/11 .�._._- __ ___ _ _ANCHORS: FOR CONCRETE SEE SCHEDULE 04 SHEETS 8 • 9.___._ - _ ---- FOR WOOD SEE SECTIONS ON SHEETS 10 IS 11 - -- _ � - - REGULAR STORM PANELS n A Q ELEVATION N.T.S. 2.67' 1/4- Us.. GAP (MFL O.EALAP -1 WHOLE VALLEY) \; 1/4• \ 0II 77A MAX. GAP!... ..... l✓ -q5 � EN �%. FLORIDA BUILDING CODE h Velocity Hurricane Zonal • 110Ca. W. 20 CAGE 6ALVAHM STEEL STORM PANEL 9Y M SIT :' NO 44167 `: z SECTION A -A< *'; * ^- . * 07/m/Y N.T.S. ; ATE -•* /► GLOBAL PROTECTION PRODUCTS, TLC. DATE, .Q :4NV I IL E C O INa. am LM a, STRINT yO,f..., ORI�;;� - Noo,Is.. ON, ,�IPWWeacNnM"'"is mNc:(rN�aw r-A DOOH)rs-wro= 20-176 �FS - DAM an-IMA ti . a.e sense -IS •N ••• ,�,,MC OMCe0671f ,A-.•- r a PSA- M 3 INa N WM10F A 1LL/I d.. P.L Y ,. aQR S WF 4e INSTALLATION INTO EXISTING POURED pqU OR DETAILS FOR REGULAR PANE CONCRETE OR CONCRETE �ptlN[D '�__ D)f (T A (A BLOCK STRUCTURES 1ET.E - ---___-- Ppt�SEL - _OR -3• ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9- - . _ FOR wl7tIO SEE SECTIONS ON SHEET 12 CONCRETE BLOCK REQUIRED rm ScH ANCHORS ___ 80RDAAF ON � CONC I'. REQUIRED _,.,,.,,.M ANGIOR4 �- MNCRETE MI.. I QUA` -ice. �^ - SCHDUIi ON 2.67• 3' We..l ON6.M- t 1Miq.f MWLEY) IL � 0" 1' WIT. r. _I 9) StM01lME ON �i � -.. DA - -----I _i .' - E� ;_--'---- 1 -Ic- I 1.�\ E.D. , --1 E_ �. i. I it 1 - - I I - i - I I I I ''I 5Ot 1 i OF 'L• I MAX '.Z\\\ ti i\. I S.1 NAts r/ , I z-.r"-:AO �- �I • EVHSW I -`Po` iIY-' HPs i q - ', I ,ALIT RWI�AMtltlMa¢ fe ! 1 IM r a i g I •A IN A 1'!t. 1'�! Ali) O U ', 1 O,WM , 1)-) ' I + - -..I 1 . :Y-_ 1 I>� _ - .9 G 1 I ( , I H _ .- .. _ t : sox A II/4V-H0.1' , O MSS ea1W y -. - I,RMo a It/4I,--%,' 'I �•A Ass e0.T ; S 17i10 NN 9 FAa1N _ _-i p II/aY-2af• , lu.-20.s ram/ . 1WFa MII • FAN,J$1TyJ>� '.. __ N a , r_ _ , I - Of t• 1 i I y 1 I 3 O ' 1 I I I I ; _ _ _ - -_ _ -1 rr _ - --- - I ' -..- I� _ r I I W I i I y mo, ! - 1 II //��,, � : , -Om1MC I � OIB156E_I a � E' ErAts ELAs '1 ( -. .- =11MI MAWf -i I SpS 3- Yes. e, 9. 9L �iL>leA2 3' YA,,.�- - D.Y..i� a ® ee.0z , • LIn. OF t' /fit •t " _-- /' \Y 11AI MIA% 4"1 m L ON i" I" , :,�.-:.f 1 � WAX - - ANCHORS: FOR CONCRETE SEE SCHEDULE ON SNIT 9 - - T/$'NS/57' a FOR WooO SEE SECTORS ON SHEET 12 E" G M • /2 ,ff EA �__: f / I REGULAR STORM PANELS Ct� Q ELEVATK)N $GEE 3/3 '_ T1 ---- -.L_ I i-C-: 1/4• MAX. GAP . .-_T___. 1- -1 1/{• Ito.. T /•,.1 4'P-20.3/4' S.S. BET �,! I O IZ I/2 O.C. ' TT/ 7/8'2.(3 WINO NUR H j I L 1 .� �- �COMXCTF ---- -. ANOaRS OAK 01EAMr-1 WHOE WLUM -.-.-_-_ ---r-- -.-.-. ---.--_--_-._.6' �z -. DONOETE ANCHORS STAOOONED CONLTETE OCHM -rea 9o"" ON - (ffi SO4MLU am SHEET 9) 1 JAL' MAX. -- /(, - , lY w/ 51UD (SIR SCHM" ON SHEET S) vlQt 9) - _ J�caNctRT[ OR SECTION A -A fTvo.) A -A -_POUREDttC01C1EiE OR F,Eotx E6 $LOCK IEauaEo DIRECT AUR X" F `- COILNW'E OR REaugm REQUIRED 9 SON SECTION 8 SCALE 3/8-1• SCALE 3/Mt' WANE ' EAA 7�T� ��'JCEN ''':? •Ts FLORIDA BUILDING CODE NIh velocityNu come Zone)[ E.D. EDGE DISTANCE (SEE SCHEDULE ON NOTE fOR COi1B8IATWN OF SECTORS: TOP A BOTTOM MWNTINGS CAN BE*• _ : NO 44167 ': * ��---�M/IE14 � O '20°° 111p0°' -a - 20 GAGE GALVANIZED STEEL STORM PANEL �� PROTEGi10N PRODUCTS, I.W.LC IL E C O 11 oA N: yTL SHEET 9) COMMAIM IN ANY WAY TO SUIT ANY INSTALLATION, INa. STINOT ' MEGA S.E, St 33's �: OF ..... f R1Df' ZO�L TALL • carSH ERE. FL p111 61• F• ....... / . NM •.. s. aA -- .Alan. A m. Hale fI6.)4s-75.e, FAX f5s.)ar-nn AH w..: 20-176 At' AA9gSl NA tRa a CA-0 - , D7U m-N- aA-a0u7tE w w- rAR,Pr. A� EIIWNe N. FMR mUTA A illlr7 A. Pi. 11-W o MINT n - 16l1T E K Th -6--0 Qi Qi i Cf) a)� Ca a) sibis, U - y O QO O -0 C Ca -0 a- im v �iiiiiiiii, c N C a) = -0 Ca U O C6 'si En - C 2 Ca O M LL �p > .Ln cn Q) I- � fl- i W -0 ._ � U 1- Q 4 C! W J olio = !O C0 X n M LL a 0 QAL-- tV 0 M c-0nj2 W a) .a --A (L) ram-+ C Q - C Q C) 6- N N � U N _� c w � T w � � 0 -0 . C� E C - � �_, O O - r R L- -y � LLlr' L. •4-- -4-0 W = UI M O L 0- U O CL W MM W LU 2 Q Z Z Q J a- SHEET N0, SH 1.0. oN WEER s A IN WALL AND FLOOR MOUNTING INSTALLATION FOR SPLIT PANELS ((�9a�t�L NyaO E (wo-n A+Ion �' t` ® MP TO • eDT,M }y1' \ 11• (Tw. iDP i,r01,010 rA eN (A+/:M 1t4u SCAT ,. ,• / WWa • TAR. �S:S/,�111QtAFDa1 'tea_ c � t' +'® • {•_� CaCeAi'•OG'DO eCV! " tu�TAP«l/0=1G•. Illm RD9, YY rpR1110YN Np MN. E0. nule SLICK URShcE 1 4 - 1- SCALE: f iDETAIL I - 1 S,ar In •T-o• Its Awn A PI}}.OI_PR9Y[ INNS mNDeD Awna (INS SO IPAL Ge -� slEl 9 A p Yw, ' -T r- A - R 1GIaLl W ,Ne 1>aE1) ! _ _ _ _ TTI­ -4 D/th i•FON J Rt6on •/ 3 , . 1 � • ,/3• .'. w/ I+••3/•' colae�n"'�'a oAw �ss. :N_9.•roc r� � �10Ot ,m b• �� I 1.. �.. �__L 1 _..l !_ .--1 _l. I ._ NFL -r Me. PNRL �r a• (.� ,/.. 5Fan p.r_ _rzPRONEYC Rene W TWA, A MP. Ali" Yu ON AAA.. MIIBU[ L (tOtl-lt MITT 1n'- _ n• 1' I C VAS ele 7 • a Y � � (TIP t1P • eOe,aO ® ® _ 1 y CANS IeeuON rN, • (>t[ Y1YAM So1mY �ELEMrCM SECTION Y-Y \ SPLIT STORM y� ELU&M iu SCALE 1/4--l' DETAIL 1/4--1• SCAE L' OAR.w rnromN) MULLION a`VsffE11 C N." IIIOIOAS 3 SOCIAL BELTS A A 9) •A'i a "' M- MmnOe[ AIDm fl� MIN. YIAl10N SPAN (R.) • REQUIRED Min. TUBE MULLION •• 4 4•-r 2', 3', 1/19• > 4'-e' TO 5'-S• 2*. 4". I/r a S'-e' TO e'-10• 2' . ]• . I/r. 2'. 4'. 1/4' 6•-10• To S'-0' 2'. e• . 1/8' to Ealri.Nr>wr �''•VGENISAc' :;�� x i N0.44167 'z2 ypAF6 vA(� Fw( A5 D PRESSURE RATING 1FMy nNL ee ORIENTED SECTION T PAPAl1LL 70 s1osO'•. SCALE 3/8-1 NOTE: MULLION GVT ALSO BE INSTALLED r/0 STORY PRISMS Cr TOP OR BOTTOM SD THAT IT a LOOATO AT TOP OR BOTTOM OF OPENING. (OE PANEL WANG W/ TUME TOP a BOTTOM) , IT : * FLORIDA BUILDING CODE N) h VelocityHurr ► ,: �4T. ORION... _ -- i � U 0 mmm we �LNC. 20 GAGE GALVANIZED STEEL STORY PANEL GLOBAL PROTECTION PRODUCTS. U.C. allo ir, b1 sIRR7 PHONE (Nsraneeet � T5y -' fg1„i-eNl7 � u _ Y• ea Un eNYllq R Srw Y=alLIT Y- P.E N PE 9E,VRaWUIE/MMR •• 91 - INSTALLATION DETAILS FOR REGULAR PANELSn & h-i INTO EXISTING WOOD STRUCTURES ,vT„n'Ni _.J/__ `pwY""s',a N�/1.' n•m"wA�mrioe''4+Nw• .uat - ---- Vh ,p nlsa.tret -�. �;�' aIIw11•ev wen ..._,, „ -._ :... -- - WwOer"IFoN ,: - __-. _ reears i ! .w-w etA,a T m'isu 1.oa'" a °W,aen'0D°�P .` - �' ro�aNnvlN• -- -. _ - 'N e"'N'rw�"I�r'ry " ti �i1.N .om wml tPee NEVI l-01=I ..1 - e�0'�t . /fI- �, 4b~' ._-- •� 2 2 1phBealSeM � ' - -- e,ee I O•,r -Meet N/ ' j� .1/r__ r' - �� Ir,, I. I r• ) vow �� ,- w I 3. nl We I' I rl A aui i ' m W p ACAS nmA3 4 0`WN[[`e a a'•SN: IS IS GUelk WALL MOUNTINGi RISTALLATN]N - ALTERNATIVE 3W 7:'m':�:'e• jle^,y.; ; ongl, i SCALE: 1/4' - 1' SR• 1 u 1n'sC I � IY•�nw� TY NOm em. i BUIL11--OUT MOUNTING INSTALLATION -ALTERNATIVE i W I I/ree. 6.t " :eNR• r6. R a ••.as i•�s a - SCALE 1/4• . 1• ', CEIUNG t FLOOR 111101I.&MNG WALL t FLOOR YIOUNTWG INRAI i ATION - AI TMATNVP AW INSTALLATIONS_- ALTERNATIVE Sw WALL MOUNTING (SECTION AT TOP IS UNITED TO +55.5-67.0 MAX. SCALE: 1/4• - 1- 0WAI ATN1N - ALTEIN_TRINE 2W ALSO. DES" PRESSURE RATING) SCALE, I/4• - t' 301LE 1/4• - 1• I i ,nir•n- I I rr m om, 6 ca .wwao r r.Ie, ,Two 'POGeRON LeeleO Or® 9@I MOOR 11111011UNT11110 INSTALLATHk/ - SECTION 4AW NOTES: LL1gMNN.N}Ly'y SCALE' 1/4• - I- ER•A; T%t[/lJyn T. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A-S.D. DESIGN LOADS �a' ' ''•,'; UP TO +55.5. -72.0 P.s.T. AND PANEL'S LENGTH UP TO 8'-8'. y:P JGENS FLORIDA BUILDING CODE (High Velocity Nurricam Zone 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF O.SS OR EQUAL = .' N0.F4167: i a°P10 117LD' INC, 20 GAGE GALVANIZED STEEL STORM PANEL '� . DRAWN W �• NOTE FOR COMBINATION OF SECTIONS: •O'• $T -- -- LE'CGLOBAL. PROTECTION PRODUCTS{ LLC..tanD sr. St saw TOP t BOTTOM MOUNTINGS CAN BE O,r' RI�7'Zi`3-.J TDnsw A 1°s BOTH .Nr °� 2 •wf' 20-178 i F •. •' V u 1w ti. Sr , r wl3ss, w mw rlac fN4Mw-7sa. na P5.)ess-s»7 d / COMBINED IN ANY WAY TO SUIT ANY y SSA' III. p10 eN'-,4w : a" r+-Iw _ aMmID w: yy 'a., r INSTALLATION. yrN� IAI • �At/9a4YU1[/DAIE WALTEII Pt. Y,F,Y 91 it- "W to R IS FLORIDA J.N MI11 CONCRETE ANCHORS CONCRETE ANCHORS (SEE SCHEDULE a. (SEE SCREDULE ON - POURED CONCRETE J t 250 f ---- S,AIEO caXcuTE [OIAR[D Cent Cant seXcou�,� I � tq_ ��-sEc�wtmuE f IA,L1ss 1,ON I )n/YYGn1aSM/ P IFDA �OIK�"ON )/ems EK,AY STUD IS I 11r o-C 1G :N� :,/2. 0.E. 1/4•e.l• /IAp1WE t/:61• eALTK 1/r IRn. SCI@r W/ a'7r,_ •+/5• Mn cCASE 0` - IQ W/ (s¢ D[T. 1/14) To • 17 , O.L N (S(SEE (ew D)) L ro • ,z I c POURS° CONCRETE J q II DR OCKWALL ALE d 3 E W Rr EDIAIen � I TOR CONCRETE ANCHORS, !Q SCHEDULE ON 91EEt Ia; FDA WOOD SCRs SEE SECTION OR BEET 15 Yea r Q IS LOCATION P n. 4) /15 ALTERNATE LOCATION -_J ON LIFE SAFETT PANEL AREA III LIFE SAFETY PANELS - LOCATION O LIFE ,BELOI') � Cent - i.e. REGROW PANELS W/ OR - SAFETY PANEi --^•I . - W/O REGULAR TRACKS (SEE NOTE I L BELOW) ' LAST PANEL C7) TO BE ,STALLED AS rAMCR[rz AIIQDNs " ARI (SEE setim" ON 1R'E SAFETr PANEL OPENING WALL R4LE000 CI 9,,8 Itel S 1T PROVIDED W/ REAR 11A/DLE 9tQT ,a) COOED NIICAErz� / (AN, COIDI11dM) TO BE INSTALLED Oft EM E BFROM IN Carl. •W,I•� J _ m BE INSTALLED OR RgDrE° FROM IMBOE CCIDIEIE A1iCNOIC '• OF STRUCTURE "a SHEET 14) --EA ELEVATION WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32--'' SECTION 1 SOLE: 3/9• - I - SECTION 2 SCALE: 3/8 - , rt/. YIa CAP ®®°" T ' T ' v.• IMm. l- GM NOTES ON LrT- U[CTY STORY PANFI SYSTEM INSTAL SIGN : QAtt (µ- -- �' I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) T SEE 1iDrz 1) B ;T pnylps "� OR IN AN INTERIOR PANEL. (ANY PANEL LOCATION BETWEEN END PANELS). 8 11OSIIIW PAIIELG UFE SAFETY PANELS WAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS (WI OR W/O REGULAR TRACKS.) SEE NOTE 1) 1. LIFE sAFETv STOW�M PANEL CONSISTS OF O.OJe' GALVANIZED STEEL STORY PANEL As SECTION B-B PER COMPONENT (U. SHEET 2 Of DRAWING. SCALE 3/32'-1• THIS PANEL ALLD�S ITSELF TO 8E REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE. 3. UFE SAFELY PM�, REQUIRES TOP TRACK TO 8E COMPONENT 90TTOM TRACK TO \IN'1A NT u/j,-••Ya,_ BE COMPONEiT AS PER 514EET : DF THIS DRAWING. O•• F(•A .....,. tJ CO ®® WY eE INSTALLED WALL OR FLOOR MOUNTED FALLOWING SECTORS I k > QY '`'�ENSF ' 9 4Qss 2 ON 7H6 SHEET. AS WELL AS DETARS 1 t 2 ON SHEET 14. =4 Y FLORIDA BUILDING CODE NI h Velocity Hurricane Zone 4, M1.. LENGTH FOR COMPONENT 916 IS*. MC.. ANCHOR SPACING FOR COMPOENT ®ANCHORAGE AT BOTTOM IS GIVEN ON *'• �0' ir .: S aao2o nlEcs. e•c. 20 GAGE GALVANIZED STEEL STORY PANEL DRAWN W. SCHEDULES 1 t 2. SHEET 14. _ _ COMPONENT MAY BE PERMANENT OR REMOVABLE ATE O/Mne1e S. SEE DETAE.S FOR INSTALLATION INTO WOOD FRAME BULOt1K,5 ON SHEET IS. 'Sy�O , OR ' : _ IL E C O INC. GLOBAL PROTECTION PRODUCTS, LLC. RYE. s/ / •......• ' �77/ B. SEE SHEET s FOR DETAIL APPLICABLE 10 THE NEL-ESSOY FOR THE INSTALLATION OF Ft�[, / -- f �E' 2'w'a 20-176 SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO iI V•T O ,A`• / N.. ,.. e, R. .r � a Iw PICK' t,S.jW-TseS, FAX Le„FEe•-0Pr STUCCO/WOOD BANNS. Syr IINI NtMM w.., poN.n_,a.r'�e•, D.-mOA,e DRMOID N.: P.E tEAL/BaNAnat/Mrz wLLTcm A Jr.. P.E •� Yw �� M rN MM 13 01N MAXIMUM A.S.D. DESIGN PRESSURE RATING (iLi. MiMG �� � Op/Pfgl1 / N,0 � G0�1/MO1011 +SSA. -72D 7'-r OR 125s 2 1/4' MNOLTm t iWD 5 A 7 a SSA, -M.0 a7'-5' m a'-e' Wa. 7 3/r 71[A019p0U1EpDpgn� , T,IRI 5 i +78.0. -TOO >e'-r m 11'-2' Ya 2 In• ' SAT 04p0IP5 + .a7A, -.fo IS•-: OR LESS 7 1n• • ea�TmION S. • • +o1/4 .11 FOR CLARITY ! YAORAI AA.O. ILAI(YlY AlIC10R5 7MCND FOR ED. - ] 1/Y •• OEa1OI1 MR/A d TAP-pP CALK-N 14,IpAWE FDAYE D PAIIIlM1R P1115 9CC1 N5 /% f YAMWY PAPEL RATING,) rocowcAErto�ToCONCRETE�mmrAn[�roaNCIeTEo��"DF,nONtom"t•(A.) WAWAB•M/AWAWAWAr WA N/A e' WA e• WA •' N/A 7 (TOP) r WA N/A M/A e' WA S' N/A 2 (eonou) +ssa. -7Eo r WA WA N/A e• WA e• WA e• N/A 7 A 4 ROP) r-a• ae LESS OW LESS _ e' S. WA X/A e' a" a' e' a' e 3 (eonaY) 1 e• N/A WA WA a- N/A a• N/A e• M/A 7 �) S. 3' WA WA e' +' e' 7 (eOTIDYJ WA N/A ,2 tn' a ,µ• tz +n• a t/4• a,/•' a t/.• a ,/: a ,/: s (roP/aoTrca) I SE[ 91QA t0 A f 1 FOR AIM>1o16 TIP! • 3WCING rdl aIEDNO. IeMYW AMSIOR SPACMN AND IfY111M EDGE aSTMICE ARE MOIGIED OM iMe SCMmIRL MR E.D. LESS iNW Nplfl}D ON 901eD1AE REDUCE AMaIOR 5MG10 dY YIEWRTIp 1PACND SMO«M a/ SCNEDbtE i TIE FouDrFIO FAt70R3. FOR TIN OPOWDN ro i PoaseLL emlrEo arAraD OeTAAED LeRD FACTOR BIYL rDr N {SSG THAN YN9NY cv.rylD NaGLTLD COIN EACH AllblpR TIRE AT AW:,DN LLTE7D. AMIOMDR 71eE +/s1 '/'•e -'/~-'w�j�pE'-'/,•A----'/`•� _ ,a1N1. - e w� PYA-al ,elo-Nr 1w AlooR war (d) a49wMserAo [.rr P,J 3 3 ] ] 3 3 +n W.1., o.rr e,.r 0•J 3 3 3 ,n 3 ,n 3 ,n RD%R BL OD= �SIRB} IEL� - Sln• 1/r to.. 3/r LDIIO BRASS etLS/Rw «/ 41 TT 1/4-e-2ad' S.S. NS . a 1/Y O.C. FOI Mr4 LENGIIR UP m 5•-0' AND a 1/4' O.C. FOR LENGTHS 4P ro r-r Yw. OR F14-,0 NNIS II FHWL 0 OR PANEUL TE PUG • ,I 1/Y 0. C. WIN 1 ,n• W. TWWADED f'. 1 PErIRNaION ro HEAVEN MR ALL LENGTHS LP r-r Ms.. I 1 l 4) 1 I' .-. MGM`— � 1 t Wima How 1 I I 1 I FOR W. 1 SSPAUIDN I ro DUN. I I I I I ED# j !, � 1 ( I I 1/.' IA. • S/r LONG SWAGS INISHAo W/ 1/4-• 204- $A YA, e a t/.• of FDA PANEL UENGINS w M V-0' ANDS 1/4' O.C. FOR UD=HS UP TO e'-e' Ye.. rw nAf ` OR 11a-10 NINEI3MIE FESMIL 0 OR e PAIELIMrz PLUS a 12 1n` 0. C ,TIN , ,n• Mn nettw= PORTMTDN AI AO'WOTH OF EM61Na• «ODD PUrz FOR ILL UENDTHS IP ro III lea DIRECT MOUNTING I STALLAXION Al TERHAT11VE! SCALE 3/6-1• INSTALLATION DETAILS FOR REGULAR PANELS A 1�1 INTO EXISTING WOOD STRUCTURES -- W'UN1m NOW IIFAODL 1 / J 4 r I I >r 1 - �� E0 - EO L / 3 i III Ulm ReD'r"m � I � � I 110CD N1ieD1 I tl I S ALTERNAmE iw ALTERNATIVE SW 1 � SCAIF 3/e.1' SCALE 3/M1' . Sttr1N19tlE1M0{At�7� • � ro DUBS. I 7Ne, 1 • ! I M�NtJt •� O.C. r _ I E0T _ f ( EO I EO 1 I y I E0� DW EO 1 1 EO EO} AFatleeo Li/n'n r�i/�eti.'�T RooD PuaE 1' I®lM1m 4 Ia,a mID Hui • r o.� • t/,Y VGA SCAL11f • {' OL e/ --1 n- Yen Wte,Dm PtNE1,1Y10M ALTERNATIVE 3W ALTERNATIVE 4W 2 • Purz • ,WOR' M •� SCALE 7/e-1 • SCALE 3/e.1 REawnco ; AIK \LINT AIr. IitlTAl I A•lIAY NDTE : TRACKS ND 5.1Ge1/ HCIISt i. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D- DESIGN LOADS UP TO +55.5, -72.0 PSf AND PANEL'S LENGTH UP TO 8'-8' 2. FOR NEW 'MOOD FRAME CONSTRUCTOR: WOOD MEMBERS TO BE SOUTHERN I PINE NO. 2. W/ $PECIFlC DENSELY OF 0.55 OR EQUAL. '! NOTE FOR COYBTNAiION OF FCTIDNS. TOP @ BOTTOM MOUNTINGS CAN � I COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Hurricane SIl1D5 O EVFJLV OVERLAP (12 1/2' O.C.) Tb HOLD PANEL ANCHOR ANCHOR OR DIRECT MOUNT i SPACING SPACING DETAIL I INSTALLATION (APPLICAIS TO SCHEDULE J) CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT Al FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES =iiiil■L�■■L'r■■VI■11■■■N�■■N Wee /\ /'\ /\ AITERMMTE /\ r� /4 SEE SEE I `-INTERIOR PANEL SEND PANEL OR B SCIEDIAE ' SCNEa1AE Fz FO1 --i-pJ FT21/ 3' YO.. ANCHOR NNt AMC" sPAcuG SPACING 1'-3' Lin. ' DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SC/RE 3/Ir . 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE f�AaF Y TO eCMNtxR t k 2 N n FOR r[ OIEII PANEL. SriTEY ON SLEET 131. To Y �ASb. IrPOQ1 C MAP -CAR Ml1t�M AYRISMT[ COWS o PME1Wl[ rWf Y�CMMN�g I i .YJa11N 1'NES FaTNa��N,M. m � ro � m m ,rz � acaNNMtDN LLNaEN t• (n.) 8• N/A N/A N/A a• N/A a' N/A 6' N/A 1 k 2 (TOP) SS.O, -72.0 Y• T B' B' 9' B" 9" 9' 9' B' t (BORgI) S'-0' OR tF55 8' N/A N/A N/A g• N/A 8- N/A r N/A 1 k 2 (TOP) B' S' B' a' B' 7 1/2• 8• 9' 9' B' 1 (BOTTOM) e' N/A N/A N/A 6' N/A 6' N/A 8' N/A 1 t 2 (TOP) +SS.O J20 T-6' t0 8'-8' B' 4' B• g• 9' 6' 6' 6' e' 6' 1 (BORON) tM ILAIaDY LSD. I Imo • 5/e• rw. ANY tar a NWLQ txsE 1 fStLIO • r AM RDY TM OF AMC APPLICABLE TO DESIGN APCON SECn0r15 F t MAGNUM PANEL PwQwaE - - coNExNAno LENGTH 'L' (n.) MIND il. � iilEN +I9.2 -51.5 3• 3' 4 1/2' 4 1 2' 2 (BOTTOM) 7'-e• OR LESS +52.3 -Fi6.0 3' 3' {' 4' 2 (80170Y) T-6. OR LESS +5s.o -7z.o 2 1/2' 2 1/2' 4• 3 1/2' 2 (BOTTOM) r-e' DR -LESS +55.0 -72.0 2 1/2' 2 1/2' NJA N/A 2 (BOTTOM) 7'-8' TO B'-0• +55.0 -72.D N/A N/A J' I J' 2 (BOTTOM) 7'-B" TO .1A,aWIY Ran oDtrt Ya. nvn tae1N MIASMA �„ rNM¢ R1M•Me Rose �• CAL) ro o,AN Oa,a111oN TWIN f>a eEemr) .NA. -nA W-r 3 3/.• ucalm SCE 4EYT 15 FOR ANCYt0115 TYR t B+N;et6 FOR WafALU7MIMS Nro N000 IRATE NIEDI110. 1/MN4N MVICSIOR fP.IG'RIOa AND IIewM1At LOGE DISTANCE AK elprAlED ON iN5 5QeQ0.E fMl ED. IEffi 111AN NOIC,tEp ON SOIEOML ND410E ANCHOR 9lAbtfi SF YULTPLYeG SPAC9D SHOWN ON SCImIAE R M 1piDR►IG FACTORS. FOR THIS OPERATION ro N FOSSILS Rmix%D SPACING ,SBMYIED IAW1D FACTOR BWL NOT E Lree 1faN 191wMi BMOIO NDrATED roll EACH NICIDII TYPE AT ANaaRs ILCOD. NA1= lYR t/4: 7/4: 1/I•e TAPO011 M TAhaAo 1'AI� NVD1W[ GYlh91 Ik A/IOlp RALWO 6.I 3 3 3 3 3 in •IvtwrrAa A) ] 3 ) 3 ] •+•••• a1r B.) 3 3 3 1n 3 1n • AGREE m OTeN 0.817f RILT.t 3b r fm -.0 -.- �,3iQv'�}CENS�(•%� • ND.44187 FLORIDA (VALID OM.r FOR PANGS ii)k �Ai IBTALLATIONs A5 PER SECTORS 1 THIS) 10, ON 51EE75 {. S t 8) APPLICABLE TO - 11MY4N IAxeuY Ma20M15 sl'1010 11711 EQ 7 1/Y - AS0. DEIGN TAPCON R TN-GIV CILK-N PAM[IMA/E tp1NE D PAIE/MtR PLUS ]0.q SR PRESSURE S[C1D16 I • MA410AN PANEL RATNc m m ro ro ro ro Nn rnwRlAnoN LnG1N •L• (R) m oDNceEfE CONCRETE ro CONCRETE IxNLWRE ro CONCRETE CONCRETE To CONCRETE NIrARIE ro IYIIICRFTE cOICRErz ro Co1rAnE toNCIEtE a THEM BLOCK BLOCK ROrX ROOt ROat BLOCK 6• N/A N/A N/A B' N/A 6' N/A B' N/A N/A N/A 1 (TOP) B' 4' N/A N/A B• 8" 8' 8" 6' 9' N/A NIA 1 (BORON) 9' N/A N/A N/A B' N/A 8' N/A g• N/A N/A N/A 2 (TOP) B" N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BORON) SS.S, -72.0 B' N/A N/A N/A 8" N/A 8' N/A S. N/A N/A N/A J t 4 (TOP) >7'-5' TO 8'-8" � Lm fi' 4' N/A N/A 8• 8" 8' B' B• e' N/A N/A J (BOTTOM) B' N/A N/A N/A 8• N/A B' N/A e' N/A N/A N/A 7 (TOP) e• {" N/A N/A B' B' 6' 8' 6' 8' N/A N/A 4 k 7 (BORON) N/A N/A 12 1/2' B 1/4' 12 1/2• 8 1/4" 6 1/4' 6 1/4• 8 1/$ 6 1/4' N/A N/A S (TOP/BOTTOM) 50.0, -53.3 N/A N/A 12 1/2' fi 1/4• 12 1/2' 6 1/4' 8 ,/: g I/4' 6 1/4' 8 t/{' N/A N/A 8 (TOP/BOTTOM) e'-e• TO 11'-2• SS.O. -72.0 N/A N/A 8 I/4' N/A B 1/4' N/A 6 1/4' a 1/4' 8 1/4' 6 I/4' N/A N/A B (TOP/BOTTOM) 8'-a' ro 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/1' 8 1/4' 8 1/4• B. 9, 10 (TOP) a.e, -48.0 •' { N/A N/A N/A N/A N/A N/A 6• 8' 6 1/4' 6 //{' 8 (BORON) OR LESS 12'-4' OR LESS 6" {• N/A N/A N/A N/A N/A N/A 6' B' g 1/4' fi 1/4' B (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• a 1/1' 6 1/4• 10 (BOTTOM) SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110. MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0. AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4: -TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to ••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n 1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n ITQIK LQ ERi I F A-C i O R a r n - 3 Hurricane INSTALLATION DETAILS FQR .REGULAR PANELS dE INTO EXISTING WOOD STRUCTURESIS Net IT 14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS � e i/4- - TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER ) T 7 !T'ON lxLO • I I O1Rr SAID • QOr all,0 • WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt REORRE6 REQUIRED ]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN I I Bm e � rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ; ro ous ro ORBS, ro ,Ass. MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0 NOTE t Se' (SEE NOTE i)(SEE NOIF 1) )lYs N/ 7/reM. EVgr OIEN EWT QfkX i � 507E sQE � a OF 1' OF 1' I NAM MI � � 111JI � 1lVf I rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r� CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN • I I , ,/a•r LAG SCREWS 2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/ li EADiD 2• REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7 a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE nmuDEn PtrETtanoN • - YD won+ a PLMEN ATE � o c SCREWS �srADG w/ N �AT REAM ()EDWDTNC OF PLATE - --. -_ 9GLE S/8�15/8-1- SQ4E 3/8-L' SLUE 3/5-1 ' FIFO TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND UP TD 12'-4• SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL. TOP t BOTTOM MOUNTINGS CAN 8E COMBINED IN ANY WAY TO SCAR ANY INSTALLATION. BUILDINGINS Minn EQ ED on !L WOOD PLATE REQUIRED I 0 CD INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM '/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES ICI 1 ,n YM. «eWADEo PDENY,+DN ' ro ExaTaG Wood tEADEn II II QQ , _2.. EOE f_ I E01_ - OR ' E°' E _ I 1 EW E� REo"O�uEaoMfOE1 I /a �° N RtMOODOumED� RING e!t/7� CVEIrr �° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2 , I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF. (NT7D 70OJe 12 ,no°c GET. +ne I ON SHEET (Eat I FOR AroN ro I%ASS I r ECL-. (- 1 m D I t- j ■000 wArz - - - I REaUE1m •' � & �a" ALTERNATIVE 3 ALTERNATIVE 4 rRioUsem , LAD scNWs • e• as W/ + +n• IiL 7,AFIOm PENETRATION OR 1/4'TO.m/s' LONG aRA>§ ■Ile1G r/ -�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +• 11aL.Dm PENETRATION TO [Y415D WOOD T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt p on WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓ ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:� = FLORIDA BUILDING CODE (High Velocity NuMcam IDm ND• 2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«: ,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To +sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e 2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut. y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176 sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms W41D1`A �',N.. P.E ae ,MIY � BIQI ,5 R H i Vi Ca � }. U O N � N Q- O O o 0 � o Qi O L L 1- � .c VJ Qpra N N � O O .- a ch z a X � � a i C •t U � � c � Y N Q E . Q o Aro` C QCIO L_ U) Cn -II., I� U O U'��/'� RI R� VM, Q Z Z Q 0- SHEET N0. SH 1.1 YAORAI AA.O. ILAI(YlY AlIC10R5 7MCND FOR ED. - ] 1/Y •• OEa1OI1 MR/A d TAP-pP CALK-N 14,IpAWE FDAYE D PAIIIlM1R P1115 9CC1 N5 /% f YAMWY PAPEL RATING,) rocowcAErto�ToCONCRETE�mmrAn[�roaNCIeTEo��"DF,nONtom"t•(A.) WAWAB•M/AWAWAWAr WA N/A e' WA e• WA •' N/A 7 (TOP) r WA N/A M/A e' WA S' N/A 2 (eonou) +ssa. -7Eo r WA WA N/A e• WA e• WA e• N/A 7 A 4 ROP) r-a• ae LESS OW LESS _ e' S. WA X/A e' a" a' e' a' e 3 (eonaY) 1 e• N/A WA WA a- N/A a• N/A e• M/A 7 �) S. 3' WA WA e' +' e' 7 (eOTIDYJ WA N/A ,2 tn' a ,µ• tz +n• a t/4• a,/•' a t/.• a ,/: a ,/: s (roP/aoTrca) I SE[ 91QA t0 A f 1 FOR AIM>1o16 TIP! • 3WCING rdl aIEDNO. IeMYW AMSIOR SPACMN AND IfY111M EDGE aSTMICE ARE MOIGIED OM iMe SCMmIRL MR E.D. LESS iNW Nplfl}D ON 901eD1AE REDUCE AMaIOR 5MG10 dY YIEWRTIp 1PACND SMO«M a/ SCNEDbtE i TIE FouDrFIO FAt70R3. FOR TIN OPOWDN ro i PoaseLL emlrEo arAraD OeTAAED LeRD FACTOR BIYL rDr N {SSG THAN YN9NY cv.rylD NaGLTLD COIN EACH AllblpR TIRE AT AW:,DN LLTE7D. AMIOMDR 71eE +/s1 '/'•e -'/~-'w�j�pE'-'/,•A----'/`•� _ ,a1N1. - e w� PYA-al ,elo-Nr 1w AlooR war (d) a49wMserAo [.rr P,J 3 3 ] ] 3 3 +n W.1., o.rr e,.r 0•J 3 3 3 ,n 3 ,n 3 ,n RD%R BL OD= �SIRB} IEL� - Sln• 1/r to.. 3/r LDIIO BRASS etLS/Rw «/ 41 TT 1/4-e-2ad' S.S. NS . a 1/Y O.C. FOI Mr4 LENGIIR UP m 5•-0' AND a 1/4' O.C. FOR LENGTHS 4P ro r-r Yw. OR F14-,0 NNIS II FHWL 0 OR PANEUL TE PUG • ,I 1/Y 0. C. WIN 1 ,n• W. TWWADED f'. 1 PErIRNaION ro HEAVEN MR ALL LENGTHS LP r-r Ms.. I 1 l 4) 1 I' .-. MGM`— � 1 t Wima How 1 I I 1 I FOR W. 1 SSPAUIDN I ro DUN. I I I I I ED# j !, � 1 ( I I 1/.' IA. • S/r LONG SWAGS INISHAo W/ 1/4-• 204- $A YA, e a t/.• of FDA PANEL UENGINS w M V-0' ANDS 1/4' O.C. FOR UD=HS UP TO e'-e' Ye.. rw nAf ` OR 11a-10 NINEI3MIE FESMIL 0 OR e PAIELIMrz PLUS a 12 1n` 0. C ,TIN , ,n• Mn nettw= PORTMTDN AI AO'WOTH OF EM61Na• «ODD PUrz FOR ILL UENDTHS IP ro III lea DIRECT MOUNTING I STALLAXION Al TERHAT11VE! SCALE 3/6-1• INSTALLATION DETAILS FOR REGULAR PANELS A 1�1 INTO EXISTING WOOD STRUCTURES -- W'UN1m NOW IIFAODL 1 / J 4 r I I >r 1 - �� E0 - EO L / 3 i III Ulm ReD'r"m � I � � I 110CD N1ieD1 I tl I S ALTERNAmE iw ALTERNATIVE SW 1 � SCAIF 3/e.1' SCALE 3/M1' . Sttr1N19tlE1M0{At�7� • � ro DUBS. I 7Ne, 1 • ! I M�NtJt •� O.C. r _ I E0T _ f ( EO I EO 1 I y I E0� DW EO 1 1 EO EO} AFatleeo Li/n'n r�i/�eti.'�T RooD PuaE 1' I®lM1m 4 Ia,a mID Hui • r o.� • t/,Y VGA SCAL11f • {' OL e/ --1 n- Yen Wte,Dm PtNE1,1Y10M ALTERNATIVE 3W ALTERNATIVE 4W 2 • Purz • ,WOR' M •� SCALE 7/e-1 • SCALE 3/e.1 REawnco ; AIK \LINT AIr. IitlTAl I A•lIAY NDTE : TRACKS ND 5.1Ge1/ HCIISt i. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D- DESIGN LOADS UP TO +55.5, -72.0 PSf AND PANEL'S LENGTH UP TO 8'-8' 2. FOR NEW 'MOOD FRAME CONSTRUCTOR: WOOD MEMBERS TO BE SOUTHERN I PINE NO. 2. W/ $PECIFlC DENSELY OF 0.55 OR EQUAL. '! NOTE FOR COYBTNAiION OF FCTIDNS. TOP @ BOTTOM MOUNTINGS CAN � I COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Hurricane SIl1D5 O EVFJLV OVERLAP (12 1/2' O.C.) Tb HOLD PANEL ANCHOR ANCHOR OR DIRECT MOUNT i SPACING SPACING DETAIL I INSTALLATION (APPLICAIS TO SCHEDULE J) CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT Al FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES =iiiil■L�■■L'r■■VI■11■■■N�■■N Wee /\ /'\ /\ AITERMMTE /\ r� /4 SEE SEE I `-INTERIOR PANEL SEND PANEL OR B SCIEDIAE ' SCNEa1AE Fz FO1 --i-pJ FT21/ 3' YO.. ANCHOR NNt AMC" sPAcuG SPACING 1'-3' Lin. ' DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SC/RE 3/Ir . 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE f�AaF Y TO eCMNtxR t k 2 N n FOR r[ OIEII PANEL. SriTEY ON SLEET 131. To Y �ASb. IrPOQ1 C MAP -CAR Ml1t�M AYRISMT[ COWS o PME1Wl[ rWf Y�CMMN�g I i .YJa11N 1'NES FaTNa��N,M. m � ro � m m ,rz � acaNNMtDN LLNaEN t• (n.) 8• N/A N/A N/A a• N/A a' N/A 6' N/A 1 k 2 (TOP) SS.O, -72.0 Y• T B' B' 9' B" 9" 9' 9' B' t (BORgI) S'-0' OR tF55 8' N/A N/A N/A g• N/A 8- N/A r N/A 1 k 2 (TOP) B' S' B' a' B' 7 1/2• 8• 9' 9' B' 1 (BOTTOM) e' N/A N/A N/A 6' N/A 6' N/A 8' N/A 1 t 2 (TOP) +SS.O J20 T-6' t0 8'-8' B' 4' B• g• 9' 6' 6' 6' e' 6' 1 (BORON) tM ILAIaDY LSD. I Imo • 5/e• rw. ANY tar a NWLQ txsE 1 fStLIO • r AM RDY TM OF AMC APPLICABLE TO DESIGN APCON SECn0r15 F t MAGNUM PANEL PwQwaE - - coNExNAno LENGTH 'L' (n.) MIND il. � iilEN +I9.2 -51.5 3• 3' 4 1/2' 4 1 2' 2 (BOTTOM) 7'-e• OR LESS +52.3 -Fi6.0 3' 3' {' 4' 2 (80170Y) T-6. OR LESS +5s.o -7z.o 2 1/2' 2 1/2' 4• 3 1/2' 2 (BOTTOM) r-e' DR -LESS +55.0 -72.0 2 1/2' 2 1/2' NJA N/A 2 (BOTTOM) 7'-8' TO B'-0• +55.0 -72.D N/A N/A J' I J' 2 (BOTTOM) 7'-B" TO .1A,aWIY Ran oDtrt Ya. nvn tae1N MIASMA �„ rNM¢ R1M•Me Rose �• CAL) ro o,AN Oa,a111oN TWIN f>a eEemr) .NA. -nA W-r 3 3/.• ucalm SCE 4EYT 15 FOR ANCYt0115 TYR t B+N;et6 FOR WafALU7MIMS Nro N000 IRATE NIEDI110. 1/MN4N MVICSIOR fP.IG'RIOa AND IIewM1At LOGE DISTANCE AK elprAlED ON iN5 5QeQ0.E fMl ED. IEffi 111AN NOIC,tEp ON SOIEOML ND410E ANCHOR 9lAbtfi SF YULTPLYeG SPAC9D SHOWN ON SCImIAE R M 1piDR►IG FACTORS. FOR THIS OPERATION ro N FOSSILS Rmix%D SPACING ,SBMYIED IAW1D FACTOR BWL NOT E Lree 1faN 191wMi BMOIO NDrATED roll EACH NICIDII TYPE AT ANaaRs ILCOD. NA1= lYR t/4: 7/4: 1/I•e TAPO011 M TAhaAo 1'AI� NVD1W[ GYlh91 Ik A/IOlp RALWO 6.I 3 3 3 3 3 in •IvtwrrAa A) ] 3 ) 3 ] •+•••• a1r B.) 3 3 3 1n 3 1n • AGREE m OTeN 0.817f RILT.t 3b r fm -.0 -.- �,3iQv'�}CENS�(•%� • ND.44187 FLORIDA (VALID OM.r FOR PANGS ii)k �Ai IBTALLATIONs A5 PER SECTORS 1 THIS) 10, ON 51EE75 {. S t 8) APPLICABLE TO - 11MY4N IAxeuY Ma20M15 sl'1010 11711 EQ 7 1/Y - AS0. DEIGN TAPCON R TN-GIV CILK-N PAM[IMA/E tp1NE D PAIE/MtR PLUS ]0.q SR PRESSURE S[C1D16 I • MA410AN PANEL RATNc m m ro ro ro ro Nn rnwRlAnoN LnG1N •L• (R) m oDNceEfE CONCRETE ro CONCRETE IxNLWRE ro CONCRETE CONCRETE To CONCRETE NIrARIE ro IYIIICRFTE cOICRErz ro Co1rAnE toNCIEtE a THEM BLOCK BLOCK ROrX ROOt ROat BLOCK 6• N/A N/A N/A B' N/A 6' N/A B' N/A N/A N/A 1 (TOP) B' 4' N/A N/A B• 8" 8' 8" 6' 9' N/A NIA 1 (BORON) 9' N/A N/A N/A B' N/A 8' N/A g• N/A N/A N/A 2 (TOP) B" N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BORON) SS.S, -72.0 B' N/A N/A N/A 8" N/A 8' N/A S. N/A N/A N/A J t 4 (TOP) >7'-5' TO 8'-8" � Lm fi' 4' N/A N/A 8• 8" 8' B' B• e' N/A N/A J (BOTTOM) B' N/A N/A N/A 8• N/A B' N/A e' N/A N/A N/A 7 (TOP) e• {" N/A N/A B' B' 6' 8' 6' 8' N/A N/A 4 k 7 (BORON) N/A N/A 12 1/2' B 1/4' 12 1/2• 8 1/4" 6 1/4' 6 1/4• 8 1/$ 6 1/4' N/A N/A S (TOP/BOTTOM) 50.0, -53.3 N/A N/A 12 1/2' fi 1/4• 12 1/2' 6 1/4' 8 ,/: g I/4' 6 1/4' 8 t/{' N/A N/A 8 (TOP/BOTTOM) e'-e• TO 11'-2• SS.O. -72.0 N/A N/A 8 I/4' N/A B 1/4' N/A 6 1/4' a 1/4' 8 1/4' 6 I/4' N/A N/A B (TOP/BOTTOM) 8'-a' ro 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/1' 8 1/4' 8 1/4• B. 9, 10 (TOP) a.e, -48.0 •' { N/A N/A N/A N/A N/A N/A 6• 8' 6 1/4' 6 //{' 8 (BORON) OR LESS 12'-4' OR LESS 6" {• N/A N/A N/A N/A N/A N/A 6' B' g 1/4' fi 1/4' B (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• a 1/1' 6 1/4• 10 (BOTTOM) SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110. MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0. AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4: -TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to ••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n 1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n ITQIK LQ ERi I F A-C i O R a r n - 3 Hurricane INSTALLATION DETAILS FQR .REGULAR PANELS dE INTO EXISTING WOOD STRUCTURESIS Net IT 14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS � e i/4- - TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER ) T 7 !T'ON lxLO • I I O1Rr SAID • QOr all,0 • WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt REORRE6 REQUIRED ]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN I I Bm e � rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ; ro ous ro ORBS, ro ,Ass. MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0 NOTE t Se' (SEE NOTE i)(SEE NOIF 1) )lYs N/ 7/reM. EVgr OIEN EWT QfkX i � 507E sQE � a OF 1' OF 1' I NAM MI � � 111JI � 1lVf I rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r� CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN • I I , ,/a•r LAG SCREWS 2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/ li EADiD 2• REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7 a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE nmuDEn PtrETtanoN • - YD won+ a PLMEN ATE � o c SCREWS �srADG w/ N �AT REAM ()EDWDTNC OF PLATE - --. -_ 9GLE S/8�15/8-1- SQ4E 3/8-L' SLUE 3/5-1 ' FIFO TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND UP TD 12'-4• SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL. TOP t BOTTOM MOUNTINGS CAN 8E COMBINED IN ANY WAY TO SCAR ANY INSTALLATION. BUILDINGINS Minn EQ ED on !L WOOD PLATE REQUIRED I 0 CD INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM '/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES ICI 1 ,n YM. «eWADEo PDENY,+DN ' ro ExaTaG Wood tEADEn II II QQ , _2.. EOE f_ I E01_ - OR ' E°' E _ I 1 EW E� REo"O�uEaoMfOE1 I /a �° N RtMOODOumED� RING e!t/7� CVEIrr �° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2 , I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF. (NT7D 70OJe 12 ,no°c GET. +ne I ON SHEET (Eat I FOR AroN ro I%ASS I r ECL-. (- 1 m D I t- j ■000 wArz - - - I REaUE1m •' � & �a" ALTERNATIVE 3 ALTERNATIVE 4 rRioUsem , LAD scNWs • e• as W/ + +n• IiL 7,AFIOm PENETRATION OR 1/4'TO.m/s' LONG aRA>§ ■Ile1G r/ -�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +• 11aL.Dm PENETRATION TO [Y415D WOOD T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt p on WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓ ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:� = FLORIDA BUILDING CODE (High Velocity NuMcam IDm ND• 2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«: ,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To +sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e 2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut. y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176 sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms W41D1`A �',N.. P.E ae ,MIY � BIQI ,5 R H i Vi Ca � }. U O N � N Q- O O o 0 � o Qi O L L 1- � .c VJ Qpra N N � O O .- a ch z a X � � a i C •t U � � c � Y N Q E . Q o Aro` C QCIO L_ U) Cn -II., I� U O U'��/'� RI R� VM, Q Z Z Q 0- SHEET N0. SH 1.1 SE[ 91QA t0 A f 1 FOR AIM>1o16 TIP! • 3WCING rdl aIEDNO. IeMYW AMSIOR SPACMN AND IfY111M EDGE aSTMICE ARE MOIGIED OM iMe SCMmIRL MR E.D. LESS iNW Nplfl}D ON 901eD1AE REDUCE AMaIOR 5MG10 dY YIEWRTIp 1PACND SMO«M a/ SCNEDbtE i TIE FouDrFIO FAt70R3. FOR TIN OPOWDN ro i PoaseLL emlrEo arAraD OeTAAED LeRD FACTOR BIYL rDr N {SSG THAN YN9NY cv.rylD NaGLTLD COIN EACH AllblpR TIRE AT AW:,DN LLTE7D. AMIOMDR 71eE +/s1 '/'•e -'/~-'w�j�pE'-'/,•A----'/`•� _ ,a1N1. - e w� PYA-al ,elo-Nr 1w AlooR war (d) a49wMserAo [.rr P,J 3 3 ] ] 3 3 +n W.1., o.rr e,.r 0•J 3 3 3 ,n 3 ,n 3 ,n RD%R BL OD= �SIRB} IEL� - Sln• 1/r to.. 3/r LDIIO BRASS etLS/Rw «/ 41 TT 1/4-e-2ad' S.S. NS . a 1/Y O.C. FOI Mr4 LENGIIR UP m 5•-0' AND a 1/4' O.C. FOR LENGTHS 4P ro r-r Yw. OR F14-,0 NNIS II FHWL 0 OR PANEUL TE PUG • ,I 1/Y 0. C. WIN 1 ,n• W. TWWADED f'. 1 PErIRNaION ro HEAVEN MR ALL LENGTHS LP r-r Ms.. I 1 l 4) 1 I' .-. MGM`— � 1 t Wima How 1 I I 1 I FOR W. 1 SSPAUIDN I ro DUN. I I I I I ED# j !, � 1 ( I I 1/.' IA. • S/r LONG SWAGS INISHAo W/ 1/4-• 204- $A YA, e a t/.• of FDA PANEL UENGINS w M V-0' ANDS 1/4' O.C. FOR UD=HS UP TO e'-e' Ye.. rw nAf ` OR 11a-10 NINEI3MIE FESMIL 0 OR e PAIELIMrz PLUS a 12 1n` 0. C ,TIN , ,n• Mn nettw= PORTMTDN AI AO'WOTH OF EM61Na• «ODD PUrz FOR ILL UENDTHS IP ro III lea DIRECT MOUNTING I STALLAXION Al TERHAT11VE! SCALE 3/6-1• INSTALLATION DETAILS FOR REGULAR PANELS A 1�1 INTO EXISTING WOOD STRUCTURES -- W'UN1m NOW IIFAODL 1 / J 4 r I I >r 1 - �� E0 - EO L / 3 i III Ulm ReD'r"m � I � � I 110CD N1ieD1 I tl I S ALTERNAmE iw ALTERNATIVE SW 1 � SCAIF 3/e.1' SCALE 3/M1' . Sttr1N19tlE1M0{At�7� • � ro DUBS. I 7Ne, 1 • ! I M�NtJt •� O.C. r _ I E0T _ f ( EO I EO 1 I y I E0� DW EO 1 1 EO EO} AFatleeo Li/n'n r�i/�eti.'�T RooD PuaE 1' I®lM1m 4 Ia,a mID Hui • r o.� • t/,Y VGA SCAL11f • {' OL e/ --1 n- Yen Wte,Dm PtNE1,1Y10M ALTERNATIVE 3W ALTERNATIVE 4W 2 • Purz • ,WOR' M •� SCALE 7/e-1 • SCALE 3/e.1 REawnco ; AIK \LINT AIr. IitlTAl I A•lIAY NDTE : TRACKS ND 5.1Ge1/ HCIISt i. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D- DESIGN LOADS UP TO +55.5, -72.0 PSf AND PANEL'S LENGTH UP TO 8'-8' 2. FOR NEW 'MOOD FRAME CONSTRUCTOR: WOOD MEMBERS TO BE SOUTHERN I PINE NO. 2. W/ $PECIFlC DENSELY OF 0.55 OR EQUAL. '! NOTE FOR COYBTNAiION OF FCTIDNS. TOP @ BOTTOM MOUNTINGS CAN � I COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Hurricane SIl1D5 O EVFJLV OVERLAP (12 1/2' O.C.) Tb HOLD PANEL ANCHOR ANCHOR OR DIRECT MOUNT i SPACING SPACING DETAIL I INSTALLATION (APPLICAIS TO SCHEDULE J) CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT Al FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES =iiiil■L�■■L'r■■VI■11■■■N�■■N Wee /\ /'\ /\ AITERMMTE /\ r� /4 SEE SEE I `-INTERIOR PANEL SEND PANEL OR B SCIEDIAE ' SCNEa1AE Fz FO1 --i-pJ FT21/ 3' YO.. ANCHOR NNt AMC" sPAcuG SPACING 1'-3' Lin. ' DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SC/RE 3/Ir . 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE f�AaF Y TO eCMNtxR t k 2 N n FOR r[ OIEII PANEL. SriTEY ON SLEET 131. To Y �ASb. IrPOQ1 C MAP -CAR Ml1t�M AYRISMT[ COWS o PME1Wl[ rWf Y�CMMN�g I i .YJa11N 1'NES FaTNa��N,M. m � ro � m m ,rz � acaNNMtDN LLNaEN t• (n.) 8• N/A N/A N/A a• N/A a' N/A 6' N/A 1 k 2 (TOP) SS.O, -72.0 Y• T B' B' 9' B" 9" 9' 9' B' t (BORgI) S'-0' OR tF55 8' N/A N/A N/A g• N/A 8- N/A r N/A 1 k 2 (TOP) B' S' B' a' B' 7 1/2• 8• 9' 9' B' 1 (BOTTOM) e' N/A N/A N/A 6' N/A 6' N/A 8' N/A 1 t 2 (TOP) +SS.O J20 T-6' t0 8'-8' B' 4' B• g• 9' 6' 6' 6' e' 6' 1 (BORON) tM ILAIaDY LSD. I Imo • 5/e• rw. ANY tar a NWLQ txsE 1 fStLIO • r AM RDY TM OF AMC APPLICABLE TO DESIGN APCON SECn0r15 F t MAGNUM PANEL PwQwaE - - coNExNAno LENGTH 'L' (n.) MIND il. � iilEN +I9.2 -51.5 3• 3' 4 1/2' 4 1 2' 2 (BOTTOM) 7'-e• OR LESS +52.3 -Fi6.0 3' 3' {' 4' 2 (80170Y) T-6. OR LESS +5s.o -7z.o 2 1/2' 2 1/2' 4• 3 1/2' 2 (BOTTOM) r-e' DR -LESS +55.0 -72.0 2 1/2' 2 1/2' NJA N/A 2 (BOTTOM) 7'-8' TO B'-0• +55.0 -72.D N/A N/A J' I J' 2 (BOTTOM) 7'-B" TO .1A,aWIY Ran oDtrt Ya. nvn tae1N MIASMA �„ rNM¢ R1M•Me Rose �• CAL) ro o,AN Oa,a111oN TWIN f>a eEemr) .NA. -nA W-r 3 3/.• ucalm SCE 4EYT 15 FOR ANCYt0115 TYR t B+N;et6 FOR WafALU7MIMS Nro N000 IRATE NIEDI110. 1/MN4N MVICSIOR fP.IG'RIOa AND IIewM1At LOGE DISTANCE AK elprAlED ON iN5 5QeQ0.E fMl ED. IEffi 111AN NOIC,tEp ON SOIEOML ND410E ANCHOR 9lAbtfi SF YULTPLYeG SPAC9D SHOWN ON SCImIAE R M 1piDR►IG FACTORS. FOR THIS OPERATION ro N FOSSILS Rmix%D SPACING ,SBMYIED IAW1D FACTOR BWL NOT E Lree 1faN 191wMi BMOIO NDrATED roll EACH NICIDII TYPE AT ANaaRs ILCOD. NA1= lYR t/4: 7/4: 1/I•e TAPO011 M TAhaAo 1'AI� NVD1W[ GYlh91 Ik A/IOlp RALWO 6.I 3 3 3 3 3 in •IvtwrrAa A) ] 3 ) 3 ] •+•••• a1r B.) 3 3 3 1n 3 1n • AGREE m OTeN 0.817f RILT.t 3b r fm -.0 -.- �,3iQv'�}CENS�(•%� • ND.44187 FLORIDA (VALID OM.r FOR PANGS ii)k �Ai IBTALLATIONs A5 PER SECTORS 1 THIS) 10, ON 51EE75 {. S t 8) APPLICABLE TO - 11MY4N IAxeuY Ma20M15 sl'1010 11711 EQ 7 1/Y - AS0. DEIGN TAPCON R TN-GIV CILK-N PAM[IMA/E tp1NE D PAIE/MtR PLUS ]0.q SR PRESSURE S[C1D16 I • MA410AN PANEL RATNc m m ro ro ro ro Nn rnwRlAnoN LnG1N •L• (R) m oDNceEfE CONCRETE ro CONCRETE IxNLWRE ro CONCRETE CONCRETE To CONCRETE NIrARIE ro IYIIICRFTE cOICRErz ro Co1rAnE toNCIEtE a THEM BLOCK BLOCK ROrX ROOt ROat BLOCK 6• N/A N/A N/A B' N/A 6' N/A B' N/A N/A N/A 1 (TOP) B' 4' N/A N/A B• 8" 8' 8" 6' 9' N/A NIA 1 (BORON) 9' N/A N/A N/A B' N/A 8' N/A g• N/A N/A N/A 2 (TOP) B" N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BORON) SS.S, -72.0 B' N/A N/A N/A 8" N/A 8' N/A S. N/A N/A N/A J t 4 (TOP) >7'-5' TO 8'-8" � Lm fi' 4' N/A N/A 8• 8" 8' B' B• e' N/A N/A J (BOTTOM) B' N/A N/A N/A 8• N/A B' N/A e' N/A N/A N/A 7 (TOP) e• {" N/A N/A B' B' 6' 8' 6' 8' N/A N/A 4 k 7 (BORON) N/A N/A 12 1/2' B 1/4' 12 1/2• 8 1/4" 6 1/4' 6 1/4• 8 1/$ 6 1/4' N/A N/A S (TOP/BOTTOM) 50.0, -53.3 N/A N/A 12 1/2' fi 1/4• 12 1/2' 6 1/4' 8 ,/: g I/4' 6 1/4' 8 t/{' N/A N/A 8 (TOP/BOTTOM) e'-e• TO 11'-2• SS.O. -72.0 N/A N/A 8 I/4' N/A B 1/4' N/A 6 1/4' a 1/4' 8 1/4' 6 I/4' N/A N/A B (TOP/BOTTOM) 8'-a' ro 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/1' 8 1/4' 8 1/4• B. 9, 10 (TOP) a.e, -48.0 •' { N/A N/A N/A N/A N/A N/A 6• 8' 6 1/4' 6 //{' 8 (BORON) OR LESS 12'-4' OR LESS 6" {• N/A N/A N/A N/A N/A N/A 6' B' g 1/4' fi 1/4' B (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• a 1/1' 6 1/4• 10 (BOTTOM) SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110. MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0. AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4: -TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to ••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n 1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n ITQIK LQ ERi I F A-C i O R a r n - 3 Hurricane INSTALLATION DETAILS FQR .REGULAR PANELS dE INTO EXISTING WOOD STRUCTURESIS Net IT 14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS � e i/4- - TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER ) T 7 !T'ON lxLO • I I O1Rr SAID • QOr all,0 • WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt REORRE6 REQUIRED ]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN I I Bm e � rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ; ro ous ro ORBS, ro ,Ass. MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0 NOTE t Se' (SEE NOTE i)(SEE NOIF 1) )lYs N/ 7/reM. EVgr OIEN EWT QfkX i � 507E sQE � a OF 1' OF 1' I NAM MI � � 111JI � 1lVf I rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r� CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN • I I , ,/a•r LAG SCREWS 2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/ li EADiD 2• REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7 a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE nmuDEn PtrETtanoN • - YD won+ a PLMEN ATE � o c SCREWS �srADG w/ N �AT REAM ()EDWDTNC OF PLATE - --. -_ 9GLE S/8�15/8-1- SQ4E 3/8-L' SLUE 3/5-1 ' FIFO TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND UP TD 12'-4• SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL. TOP t BOTTOM MOUNTINGS CAN 8E COMBINED IN ANY WAY TO SCAR ANY INSTALLATION. BUILDINGINS Minn EQ ED on !L WOOD PLATE REQUIRED I 0 CD INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM '/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES ICI 1 ,n YM. «eWADEo PDENY,+DN ' ro ExaTaG Wood tEADEn II II QQ , _2.. EOE f_ I E01_ - OR ' E°' E _ I 1 EW E� REo"O�uEaoMfOE1 I /a �° N RtMOODOumED� RING e!t/7� CVEIrr �° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2 , I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF. (NT7D 70OJe 12 ,no°c GET. +ne I ON SHEET (Eat I FOR AroN ro I%ASS I r ECL-. (- 1 m D I t- j ■000 wArz - - - I REaUE1m •' � & �a" ALTERNATIVE 3 ALTERNATIVE 4 rRioUsem , LAD scNWs • e• as W/ + +n• IiL 7,AFIOm PENETRATION OR 1/4'TO.m/s' LONG aRA>§ ■Ile1G r/ -�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +• 11aL.Dm PENETRATION TO [Y415D WOOD T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt p on WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓ ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:� = FLORIDA BUILDING CODE (High Velocity NuMcam IDm ND• 2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«: ,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To +sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e 2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut. y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176 sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms W41D1`A �',N.. P.E ae ,MIY � BIQI ,5 R H i Vi Ca � }. U O N � N Q- O O o 0 � o Qi O L L 1- � .c VJ Qpra N N � O O .- a ch z a X � � a i C •t U � � c � Y N Q E . Q o Aro` C QCIO L_ U) Cn -II., I� U O U'��/'� RI R� VM, Q Z Z Q 0- SHEET N0. SH 1.1 1/r to.. 3/r LDIIO BRASS etLS/Rw «/ 41 TT 1/4-e-2ad' S.S. NS . a 1/Y O.C. FOI Mr4 LENGIIR UP m 5•-0' AND a 1/4' O.C. FOR LENGTHS 4P ro r-r Yw. OR F14-,0 NNIS II FHWL 0 OR PANEUL TE PUG • ,I 1/Y 0. C. WIN 1 ,n• W. TWWADED f'. 1 PErIRNaION ro HEAVEN MR ALL LENGTHS LP r-r Ms.. I 1 l 4) 1 I' .-. MGM`— � 1 t Wima How 1 I I 1 I FOR W. 1 SSPAUIDN I ro DUN. I I I I I ED# j !, � 1 ( I I 1/.' IA. • S/r LONG SWAGS INISHAo W/ 1/4-• 204- $A YA, e a t/.• of FDA PANEL UENGINS w M V-0' ANDS 1/4' O.C. FOR UD=HS UP TO e'-e' Ye.. rw nAf ` OR 11a-10 NINEI3MIE FESMIL 0 OR e PAIELIMrz PLUS a 12 1n` 0. C ,TIN , ,n• Mn nettw= PORTMTDN AI AO'WOTH OF EM61Na• «ODD PUrz FOR ILL UENDTHS IP ro III lea DIRECT MOUNTING I STALLAXION Al TERHAT11VE! SCALE 3/6-1• INSTALLATION DETAILS FOR REGULAR PANELS A 1�1 INTO EXISTING WOOD STRUCTURES -- W'UN1m NOW IIFAODL 1 / J 4 r I I >r 1 - �� E0 - EO L / 3 i III Ulm ReD'r"m � I � � I 110CD N1ieD1 I tl I S ALTERNAmE iw ALTERNATIVE SW 1 � SCAIF 3/e.1' SCALE 3/M1' . Sttr1N19tlE1M0{At�7� • � ro DUBS. I 7Ne, 1 • ! I M�NtJt •� O.C. r _ I E0T _ f ( EO I EO 1 I y I E0� DW EO 1 1 EO EO} AFatleeo Li/n'n r�i/�eti.'�T RooD PuaE 1' I®lM1m 4 Ia,a mID Hui • r o.� • t/,Y VGA SCAL11f • {' OL e/ --1 n- Yen Wte,Dm PtNE1,1Y10M ALTERNATIVE 3W ALTERNATIVE 4W 2 • Purz • ,WOR' M •� SCALE 7/e-1 • SCALE 3/e.1 REawnco ; AIK \LINT AIr. IitlTAl I A•lIAY NDTE : TRACKS ND 5.1Ge1/ HCIISt i. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D- DESIGN LOADS UP TO +55.5, -72.0 PSf AND PANEL'S LENGTH UP TO 8'-8' 2. FOR NEW 'MOOD FRAME CONSTRUCTOR: WOOD MEMBERS TO BE SOUTHERN I PINE NO. 2. W/ $PECIFlC DENSELY OF 0.55 OR EQUAL. '! NOTE FOR COYBTNAiION OF FCTIDNS. TOP @ BOTTOM MOUNTINGS CAN � I COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Hurricane SIl1D5 O EVFJLV OVERLAP (12 1/2' O.C.) Tb HOLD PANEL ANCHOR ANCHOR OR DIRECT MOUNT i SPACING SPACING DETAIL I INSTALLATION (APPLICAIS TO SCHEDULE J) CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT Al FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES =iiiil■L�■■L'r■■VI■11■■■N�■■N Wee /\ /'\ /\ AITERMMTE /\ r� /4 SEE SEE I `-INTERIOR PANEL SEND PANEL OR B SCIEDIAE ' SCNEa1AE Fz FO1 --i-pJ FT21/ 3' YO.. ANCHOR NNt AMC" sPAcuG SPACING 1'-3' Lin. ' DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SC/RE 3/Ir . 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE f�AaF Y TO eCMNtxR t k 2 N n FOR r[ OIEII PANEL. SriTEY ON SLEET 131. To Y �ASb. IrPOQ1 C MAP -CAR Ml1t�M AYRISMT[ COWS o PME1Wl[ rWf Y�CMMN�g I i .YJa11N 1'NES FaTNa��N,M. m � ro � m m ,rz � acaNNMtDN LLNaEN t• (n.) 8• N/A N/A N/A a• N/A a' N/A 6' N/A 1 k 2 (TOP) SS.O, -72.0 Y• T B' B' 9' B" 9" 9' 9' B' t (BORgI) S'-0' OR tF55 8' N/A N/A N/A g• N/A 8- N/A r N/A 1 k 2 (TOP) B' S' B' a' B' 7 1/2• 8• 9' 9' B' 1 (BOTTOM) e' N/A N/A N/A 6' N/A 6' N/A 8' N/A 1 t 2 (TOP) +SS.O J20 T-6' t0 8'-8' B' 4' B• g• 9' 6' 6' 6' e' 6' 1 (BORON) tM ILAIaDY LSD. I Imo • 5/e• rw. ANY tar a NWLQ txsE 1 fStLIO • r AM RDY TM OF AMC APPLICABLE TO DESIGN APCON SECn0r15 F t MAGNUM PANEL PwQwaE - - coNExNAno LENGTH 'L' (n.) MIND il. � iilEN +I9.2 -51.5 3• 3' 4 1/2' 4 1 2' 2 (BOTTOM) 7'-e• OR LESS +52.3 -Fi6.0 3' 3' {' 4' 2 (80170Y) T-6. OR LESS +5s.o -7z.o 2 1/2' 2 1/2' 4• 3 1/2' 2 (BOTTOM) r-e' DR -LESS +55.0 -72.0 2 1/2' 2 1/2' NJA N/A 2 (BOTTOM) 7'-8' TO B'-0• +55.0 -72.D N/A N/A J' I J' 2 (BOTTOM) 7'-B" TO .1A,aWIY Ran oDtrt Ya. nvn tae1N MIASMA �„ rNM¢ R1M•Me Rose �• CAL) ro o,AN Oa,a111oN TWIN f>a eEemr) .NA. -nA W-r 3 3/.• ucalm SCE 4EYT 15 FOR ANCYt0115 TYR t B+N;et6 FOR WafALU7MIMS Nro N000 IRATE NIEDI110. 1/MN4N MVICSIOR fP.IG'RIOa AND IIewM1At LOGE DISTANCE AK elprAlED ON iN5 5QeQ0.E fMl ED. IEffi 111AN NOIC,tEp ON SOIEOML ND410E ANCHOR 9lAbtfi SF YULTPLYeG SPAC9D SHOWN ON SCImIAE R M 1piDR►IG FACTORS. FOR THIS OPERATION ro N FOSSILS Rmix%D SPACING ,SBMYIED IAW1D FACTOR BWL NOT E Lree 1faN 191wMi BMOIO NDrATED roll EACH NICIDII TYPE AT ANaaRs ILCOD. NA1= lYR t/4: 7/4: 1/I•e TAPO011 M TAhaAo 1'AI� NVD1W[ GYlh91 Ik A/IOlp RALWO 6.I 3 3 3 3 3 in •IvtwrrAa A) ] 3 ) 3 ] •+•••• a1r B.) 3 3 3 1n 3 1n • AGREE m OTeN 0.817f RILT.t 3b r fm -.0 -.- �,3iQv'�}CENS�(•%� • ND.44187 FLORIDA (VALID OM.r FOR PANGS ii)k �Ai IBTALLATIONs A5 PER SECTORS 1 THIS) 10, ON 51EE75 {. S t 8) APPLICABLE TO - 11MY4N IAxeuY Ma20M15 sl'1010 11711 EQ 7 1/Y - AS0. DEIGN TAPCON R TN-GIV CILK-N PAM[IMA/E tp1NE D PAIE/MtR PLUS ]0.q SR PRESSURE S[C1D16 I • MA410AN PANEL RATNc m m ro ro ro ro Nn rnwRlAnoN LnG1N •L• (R) m oDNceEfE CONCRETE ro CONCRETE IxNLWRE ro CONCRETE CONCRETE To CONCRETE NIrARIE ro IYIIICRFTE cOICRErz ro Co1rAnE toNCIEtE a THEM BLOCK BLOCK ROrX ROOt ROat BLOCK 6• N/A N/A N/A B' N/A 6' N/A B' N/A N/A N/A 1 (TOP) B' 4' N/A N/A B• 8" 8' 8" 6' 9' N/A NIA 1 (BORON) 9' N/A N/A N/A B' N/A 8' N/A g• N/A N/A N/A 2 (TOP) B" N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BORON) SS.S, -72.0 B' N/A N/A N/A 8" N/A 8' N/A S. N/A N/A N/A J t 4 (TOP) >7'-5' TO 8'-8" � Lm fi' 4' N/A N/A 8• 8" 8' B' B• e' N/A N/A J (BOTTOM) B' N/A N/A N/A 8• N/A B' N/A e' N/A N/A N/A 7 (TOP) e• {" N/A N/A B' B' 6' 8' 6' 8' N/A N/A 4 k 7 (BORON) N/A N/A 12 1/2' B 1/4' 12 1/2• 8 1/4" 6 1/4' 6 1/4• 8 1/$ 6 1/4' N/A N/A S (TOP/BOTTOM) 50.0, -53.3 N/A N/A 12 1/2' fi 1/4• 12 1/2' 6 1/4' 8 ,/: g I/4' 6 1/4' 8 t/{' N/A N/A 8 (TOP/BOTTOM) e'-e• TO 11'-2• SS.O. -72.0 N/A N/A 8 I/4' N/A B 1/4' N/A 6 1/4' a 1/4' 8 1/4' 6 I/4' N/A N/A B (TOP/BOTTOM) 8'-a' ro 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/1' 8 1/4' 8 1/4• B. 9, 10 (TOP) a.e, -48.0 •' { N/A N/A N/A N/A N/A N/A 6• 8' 6 1/4' 6 //{' 8 (BORON) OR LESS 12'-4' OR LESS 6" {• N/A N/A N/A N/A N/A N/A 6' B' g 1/4' fi 1/4' B (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• a 1/1' 6 1/4• 10 (BOTTOM) SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110. MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0. AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4: -TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to ••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n 1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n ITQIK LQ ERi I F A-C i O R a r n - 3 Hurricane INSTALLATION DETAILS FQR .REGULAR PANELS dE INTO EXISTING WOOD STRUCTURESIS Net IT 14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS � e i/4- - TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER ) T 7 !T'ON lxLO • I I O1Rr SAID • QOr all,0 • WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt REORRE6 REQUIRED ]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN I I Bm e � rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ; ro ous ro ORBS, ro ,Ass. MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0 NOTE t Se' (SEE NOTE i)(SEE NOIF 1) )lYs N/ 7/reM. EVgr OIEN EWT QfkX i � 507E sQE � a OF 1' OF 1' I NAM MI � � 111JI � 1lVf I rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r� CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN • I I , ,/a•r LAG SCREWS 2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/ li EADiD 2• REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7 a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE nmuDEn PtrETtanoN • - YD won+ a PLMEN ATE � o c SCREWS �srADG w/ N �AT REAM ()EDWDTNC OF PLATE - --. -_ 9GLE S/8�15/8-1- SQ4E 3/8-L' SLUE 3/5-1 ' FIFO TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND UP TD 12'-4• SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL. TOP t BOTTOM MOUNTINGS CAN 8E COMBINED IN ANY WAY TO SCAR ANY INSTALLATION. BUILDINGINS Minn EQ ED on !L WOOD PLATE REQUIRED I 0 CD INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM '/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES ICI 1 ,n YM. «eWADEo PDENY,+DN ' ro ExaTaG Wood tEADEn II II QQ , _2.. EOE f_ I E01_ - OR ' E°' E _ I 1 EW E� REo"O�uEaoMfOE1 I /a �° N RtMOODOumED� RING e!t/7� CVEIrr �° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2 , I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF. (NT7D 70OJe 12 ,no°c GET. +ne I ON SHEET (Eat I FOR AroN ro I%ASS I r ECL-. (- 1 m D I t- j ■000 wArz - - - I REaUE1m •' � & �a" ALTERNATIVE 3 ALTERNATIVE 4 rRioUsem , LAD scNWs • e• as W/ + +n• IiL 7,AFIOm PENETRATION OR 1/4'TO.m/s' LONG aRA>§ ■Ile1G r/ -�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +• 11aL.Dm PENETRATION TO [Y415D WOOD T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt p on WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓ ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:� = FLORIDA BUILDING CODE (High Velocity NuMcam IDm ND• 2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«: ,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To +sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e 2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut. y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176 sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms W41D1`A �',N.. P.E ae ,MIY � BIQI ,5 R H i Vi Ca � }. U O N � N Q- O O o 0 � o Qi O L L 1- � .c VJ Qpra N N � O O .- a ch z a X � � a i C •t U � � c � Y N Q E . Q o Aro` C QCIO L_ U) Cn -II., I� U O U'��/'� RI R� VM, Q Z Z Q 0- SHEET N0. SH 1.1 I' .-. MGM`— � 1 t Wima How 1 I I 1 I FOR W. 1 SSPAUIDN I ro DUN. I I I I I ED# j !, � 1 ( I I 1/.' IA. • S/r LONG SWAGS INISHAo W/ 1/4-• 204- $A YA, e a t/.• of FDA PANEL UENGINS w M V-0' ANDS 1/4' O.C. FOR UD=HS UP TO e'-e' Ye.. rw nAf ` OR 11a-10 NINEI3MIE FESMIL 0 OR e PAIELIMrz PLUS a 12 1n` 0. C ,TIN , ,n• Mn nettw= PORTMTDN AI AO'WOTH OF EM61Na• «ODD PUrz FOR ILL UENDTHS IP ro III lea DIRECT MOUNTING I STALLAXION Al TERHAT11VE! SCALE 3/6-1• INSTALLATION DETAILS FOR REGULAR PANELS A 1�1 INTO EXISTING WOOD STRUCTURES -- W'UN1m NOW IIFAODL 1 / J 4 r I I >r 1 - �� E0 - EO L / 3 i III Ulm ReD'r"m � I � � I 110CD N1ieD1 I tl I S ALTERNAmE iw ALTERNATIVE SW 1 � SCAIF 3/e.1' SCALE 3/M1' . Sttr1N19tlE1M0{At�7� • � ro DUBS. I 7Ne, 1 • ! I M�NtJt •� O.C. r _ I E0T _ f ( EO I EO 1 I y I E0� DW EO 1 1 EO EO} AFatleeo Li/n'n r�i/�eti.'�T RooD PuaE 1' I®lM1m 4 Ia,a mID Hui • r o.� • t/,Y VGA SCAL11f • {' OL e/ --1 n- Yen Wte,Dm PtNE1,1Y10M ALTERNATIVE 3W ALTERNATIVE 4W 2 • Purz • ,WOR' M •� SCALE 7/e-1 • SCALE 3/e.1 REawnco ; AIK \LINT AIr. IitlTAl I A•lIAY NDTE : TRACKS ND 5.1Ge1/ HCIISt i. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D- DESIGN LOADS UP TO +55.5, -72.0 PSf AND PANEL'S LENGTH UP TO 8'-8' 2. FOR NEW 'MOOD FRAME CONSTRUCTOR: WOOD MEMBERS TO BE SOUTHERN I PINE NO. 2. W/ $PECIFlC DENSELY OF 0.55 OR EQUAL. '! NOTE FOR COYBTNAiION OF FCTIDNS. TOP @ BOTTOM MOUNTINGS CAN � I COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Hurricane SIl1D5 O EVFJLV OVERLAP (12 1/2' O.C.) Tb HOLD PANEL ANCHOR ANCHOR OR DIRECT MOUNT i SPACING SPACING DETAIL I INSTALLATION (APPLICAIS TO SCHEDULE J) CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT Al FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES =iiiil■L�■■L'r■■VI■11■■■N�■■N Wee /\ /'\ /\ AITERMMTE /\ r� /4 SEE SEE I `-INTERIOR PANEL SEND PANEL OR B SCIEDIAE ' SCNEa1AE Fz FO1 --i-pJ FT21/ 3' YO.. ANCHOR NNt AMC" sPAcuG SPACING 1'-3' Lin. ' DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SC/RE 3/Ir . 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE f�AaF Y TO eCMNtxR t k 2 N n FOR r[ OIEII PANEL. SriTEY ON SLEET 131. To Y �ASb. IrPOQ1 C MAP -CAR Ml1t�M AYRISMT[ COWS o PME1Wl[ rWf Y�CMMN�g I i .YJa11N 1'NES FaTNa��N,M. m � ro � m m ,rz � acaNNMtDN LLNaEN t• (n.) 8• N/A N/A N/A a• N/A a' N/A 6' N/A 1 k 2 (TOP) SS.O, -72.0 Y• T B' B' 9' B" 9" 9' 9' B' t (BORgI) S'-0' OR tF55 8' N/A N/A N/A g• N/A 8- N/A r N/A 1 k 2 (TOP) B' S' B' a' B' 7 1/2• 8• 9' 9' B' 1 (BOTTOM) e' N/A N/A N/A 6' N/A 6' N/A 8' N/A 1 t 2 (TOP) +SS.O J20 T-6' t0 8'-8' B' 4' B• g• 9' 6' 6' 6' e' 6' 1 (BORON) tM ILAIaDY LSD. I Imo • 5/e• rw. ANY tar a NWLQ txsE 1 fStLIO • r AM RDY TM OF AMC APPLICABLE TO DESIGN APCON SECn0r15 F t MAGNUM PANEL PwQwaE - - coNExNAno LENGTH 'L' (n.) MIND il. � iilEN +I9.2 -51.5 3• 3' 4 1/2' 4 1 2' 2 (BOTTOM) 7'-e• OR LESS +52.3 -Fi6.0 3' 3' {' 4' 2 (80170Y) T-6. OR LESS +5s.o -7z.o 2 1/2' 2 1/2' 4• 3 1/2' 2 (BOTTOM) r-e' DR -LESS +55.0 -72.0 2 1/2' 2 1/2' NJA N/A 2 (BOTTOM) 7'-8' TO B'-0• +55.0 -72.D N/A N/A J' I J' 2 (BOTTOM) 7'-B" TO .1A,aWIY Ran oDtrt Ya. nvn tae1N MIASMA �„ rNM¢ R1M•Me Rose �• CAL) ro o,AN Oa,a111oN TWIN f>a eEemr) .NA. -nA W-r 3 3/.• ucalm SCE 4EYT 15 FOR ANCYt0115 TYR t B+N;et6 FOR WafALU7MIMS Nro N000 IRATE NIEDI110. 1/MN4N MVICSIOR fP.IG'RIOa AND IIewM1At LOGE DISTANCE AK elprAlED ON iN5 5QeQ0.E fMl ED. IEffi 111AN NOIC,tEp ON SOIEOML ND410E ANCHOR 9lAbtfi SF YULTPLYeG SPAC9D SHOWN ON SCImIAE R M 1piDR►IG FACTORS. FOR THIS OPERATION ro N FOSSILS Rmix%D SPACING ,SBMYIED IAW1D FACTOR BWL NOT E Lree 1faN 191wMi BMOIO NDrATED roll EACH NICIDII TYPE AT ANaaRs ILCOD. NA1= lYR t/4: 7/4: 1/I•e TAPO011 M TAhaAo 1'AI� NVD1W[ GYlh91 Ik A/IOlp RALWO 6.I 3 3 3 3 3 in •IvtwrrAa A) ] 3 ) 3 ] •+•••• a1r B.) 3 3 3 1n 3 1n • AGREE m OTeN 0.817f RILT.t 3b r fm -.0 -.- �,3iQv'�}CENS�(•%� • ND.44187 FLORIDA (VALID OM.r FOR PANGS ii)k �Ai IBTALLATIONs A5 PER SECTORS 1 THIS) 10, ON 51EE75 {. S t 8) APPLICABLE TO - 11MY4N IAxeuY Ma20M15 sl'1010 11711 EQ 7 1/Y - AS0. DEIGN TAPCON R TN-GIV CILK-N PAM[IMA/E tp1NE D PAIE/MtR PLUS ]0.q SR PRESSURE S[C1D16 I • MA410AN PANEL RATNc m m ro ro ro ro Nn rnwRlAnoN LnG1N •L• (R) m oDNceEfE CONCRETE ro CONCRETE IxNLWRE ro CONCRETE CONCRETE To CONCRETE NIrARIE ro IYIIICRFTE cOICRErz ro Co1rAnE toNCIEtE a THEM BLOCK BLOCK ROrX ROOt ROat BLOCK 6• N/A N/A N/A B' N/A 6' N/A B' N/A N/A N/A 1 (TOP) B' 4' N/A N/A B• 8" 8' 8" 6' 9' N/A NIA 1 (BORON) 9' N/A N/A N/A B' N/A 8' N/A g• N/A N/A N/A 2 (TOP) B" N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BORON) SS.S, -72.0 B' N/A N/A N/A 8" N/A 8' N/A S. N/A N/A N/A J t 4 (TOP) >7'-5' TO 8'-8" � Lm fi' 4' N/A N/A 8• 8" 8' B' B• e' N/A N/A J (BOTTOM) B' N/A N/A N/A 8• N/A B' N/A e' N/A N/A N/A 7 (TOP) e• {" N/A N/A B' B' 6' 8' 6' 8' N/A N/A 4 k 7 (BORON) N/A N/A 12 1/2' B 1/4' 12 1/2• 8 1/4" 6 1/4' 6 1/4• 8 1/$ 6 1/4' N/A N/A S (TOP/BOTTOM) 50.0, -53.3 N/A N/A 12 1/2' fi 1/4• 12 1/2' 6 1/4' 8 ,/: g I/4' 6 1/4' 8 t/{' N/A N/A 8 (TOP/BOTTOM) e'-e• TO 11'-2• SS.O. -72.0 N/A N/A 8 I/4' N/A B 1/4' N/A 6 1/4' a 1/4' 8 1/4' 6 I/4' N/A N/A B (TOP/BOTTOM) 8'-a' ro 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/1' 8 1/4' 8 1/4• B. 9, 10 (TOP) a.e, -48.0 •' { N/A N/A N/A N/A N/A N/A 6• 8' 6 1/4' 6 //{' 8 (BORON) OR LESS 12'-4' OR LESS 6" {• N/A N/A N/A N/A N/A N/A 6' B' g 1/4' fi 1/4' B (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• a 1/1' 6 1/4• 10 (BOTTOM) SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110. MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0. AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4: -TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to ••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n 1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n ITQIK LQ ERi I F A-C i O R a r n - 3 Hurricane INSTALLATION DETAILS FQR .REGULAR PANELS dE INTO EXISTING WOOD STRUCTURESIS Net IT 14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS � e i/4- - TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER ) T 7 !T'ON lxLO • I I O1Rr SAID • QOr all,0 • WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt REORRE6 REQUIRED ]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN I I Bm e � rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ; ro ous ro ORBS, ro ,Ass. MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0 NOTE t Se' (SEE NOTE i)(SEE NOIF 1) )lYs N/ 7/reM. EVgr OIEN EWT QfkX i � 507E sQE � a OF 1' OF 1' I NAM MI � � 111JI � 1lVf I rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r� CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN • I I , ,/a•r LAG SCREWS 2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/ li EADiD 2• REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7 a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE nmuDEn PtrETtanoN • - YD won+ a PLMEN ATE � o c SCREWS �srADG w/ N �AT REAM ()EDWDTNC OF PLATE - --. -_ 9GLE S/8�15/8-1- SQ4E 3/8-L' SLUE 3/5-1 ' FIFO TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND UP TD 12'-4• SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL. TOP t BOTTOM MOUNTINGS CAN 8E COMBINED IN ANY WAY TO SCAR ANY INSTALLATION. BUILDINGINS Minn EQ ED on !L WOOD PLATE REQUIRED I 0 CD INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM '/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES ICI 1 ,n YM. «eWADEo PDENY,+DN ' ro ExaTaG Wood tEADEn II II QQ , _2.. EOE f_ I E01_ - OR ' E°' E _ I 1 EW E� REo"O�uEaoMfOE1 I /a �° N RtMOODOumED� RING e!t/7� CVEIrr �° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2 , I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF. (NT7D 70OJe 12 ,no°c GET. +ne I ON SHEET (Eat I FOR AroN ro I%ASS I r ECL-. (- 1 m D I t- j ■000 wArz - - - I REaUE1m •' � & �a" ALTERNATIVE 3 ALTERNATIVE 4 rRioUsem , LAD scNWs • e• as W/ + +n• IiL 7,AFIOm PENETRATION OR 1/4'TO.m/s' LONG aRA>§ ■Ile1G r/ -�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +• 11aL.Dm PENETRATION TO [Y415D WOOD T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt p on WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓ ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:� = FLORIDA BUILDING CODE (High Velocity NuMcam IDm ND• 2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«: ,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To +sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e 2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut. y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176 sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms W41D1`A �',N.. P.E ae ,MIY � BIQI ,5 R H i Vi Ca � }. U O N � N Q- O O o 0 � o Qi O L L 1- � .c VJ Qpra N N � O O .- a ch z a X � � a i C •t U � � c � Y N Q E . Q o Aro` C QCIO L_ U) Cn -II., I� U O U'��/'� RI R� VM, Q Z Z Q 0- SHEET N0. SH 1.1 INSTALLATION DETAILS FOR REGULAR PANELS A 1�1 INTO EXISTING WOOD STRUCTURES -- W'UN1m NOW IIFAODL 1 / J 4 r I I >r 1 - �� E0 - EO L / 3 i III Ulm ReD'r"m � I � � I 110CD N1ieD1 I tl I S ALTERNAmE iw ALTERNATIVE SW 1 � SCAIF 3/e.1' SCALE 3/M1' . Sttr1N19tlE1M0{At�7� • � ro DUBS. I 7Ne, 1 • ! I M�NtJt •� O.C. r _ I E0T _ f ( EO I EO 1 I y I E0� DW EO 1 1 EO EO} AFatleeo Li/n'n r�i/�eti.'�T RooD PuaE 1' I®lM1m 4 Ia,a mID Hui • r o.� • t/,Y VGA SCAL11f • {' OL e/ --1 n- Yen Wte,Dm PtNE1,1Y10M ALTERNATIVE 3W ALTERNATIVE 4W 2 • Purz • ,WOR' M •� SCALE 7/e-1 • SCALE 3/e.1 REawnco ; AIK \LINT AIr. IitlTAl I A•lIAY NDTE : TRACKS ND 5.1Ge1/ HCIISt i. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D- DESIGN LOADS UP TO +55.5, -72.0 PSf AND PANEL'S LENGTH UP TO 8'-8' 2. FOR NEW 'MOOD FRAME CONSTRUCTOR: WOOD MEMBERS TO BE SOUTHERN I PINE NO. 2. W/ $PECIFlC DENSELY OF 0.55 OR EQUAL. '! NOTE FOR COYBTNAiION OF FCTIDNS. TOP @ BOTTOM MOUNTINGS CAN � I COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Hurricane SIl1D5 O EVFJLV OVERLAP (12 1/2' O.C.) Tb HOLD PANEL ANCHOR ANCHOR OR DIRECT MOUNT i SPACING SPACING DETAIL I INSTALLATION (APPLICAIS TO SCHEDULE J) CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT Al FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES =iiiil■L�■■L'r■■VI■11■■■N�■■N Wee /\ /'\ /\ AITERMMTE /\ r� /4 SEE SEE I `-INTERIOR PANEL SEND PANEL OR B SCIEDIAE ' SCNEa1AE Fz FO1 --i-pJ FT21/ 3' YO.. ANCHOR NNt AMC" sPAcuG SPACING 1'-3' Lin. ' DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SC/RE 3/Ir . 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE f�AaF Y TO eCMNtxR t k 2 N n FOR r[ OIEII PANEL. SriTEY ON SLEET 131. To Y �ASb. IrPOQ1 C MAP -CAR Ml1t�M AYRISMT[ COWS o PME1Wl[ rWf Y�CMMN�g I i .YJa11N 1'NES FaTNa��N,M. m � ro � m m ,rz � acaNNMtDN LLNaEN t• (n.) 8• N/A N/A N/A a• N/A a' N/A 6' N/A 1 k 2 (TOP) SS.O, -72.0 Y• T B' B' 9' B" 9" 9' 9' B' t (BORgI) S'-0' OR tF55 8' N/A N/A N/A g• N/A 8- N/A r N/A 1 k 2 (TOP) B' S' B' a' B' 7 1/2• 8• 9' 9' B' 1 (BOTTOM) e' N/A N/A N/A 6' N/A 6' N/A 8' N/A 1 t 2 (TOP) +SS.O J20 T-6' t0 8'-8' B' 4' B• g• 9' 6' 6' 6' e' 6' 1 (BORON) tM ILAIaDY LSD. I Imo • 5/e• rw. ANY tar a NWLQ txsE 1 fStLIO • r AM RDY TM OF AMC APPLICABLE TO DESIGN APCON SECn0r15 F t MAGNUM PANEL PwQwaE - - coNExNAno LENGTH 'L' (n.) MIND il. � iilEN +I9.2 -51.5 3• 3' 4 1/2' 4 1 2' 2 (BOTTOM) 7'-e• OR LESS +52.3 -Fi6.0 3' 3' {' 4' 2 (80170Y) T-6. OR LESS +5s.o -7z.o 2 1/2' 2 1/2' 4• 3 1/2' 2 (BOTTOM) r-e' DR -LESS +55.0 -72.0 2 1/2' 2 1/2' NJA N/A 2 (BOTTOM) 7'-8' TO B'-0• +55.0 -72.D N/A N/A J' I J' 2 (BOTTOM) 7'-B" TO .1A,aWIY Ran oDtrt Ya. nvn tae1N MIASMA �„ rNM¢ R1M•Me Rose �• CAL) ro o,AN Oa,a111oN TWIN f>a eEemr) .NA. -nA W-r 3 3/.• ucalm SCE 4EYT 15 FOR ANCYt0115 TYR t B+N;et6 FOR WafALU7MIMS Nro N000 IRATE NIEDI110. 1/MN4N MVICSIOR fP.IG'RIOa AND IIewM1At LOGE DISTANCE AK elprAlED ON iN5 5QeQ0.E fMl ED. IEffi 111AN NOIC,tEp ON SOIEOML ND410E ANCHOR 9lAbtfi SF YULTPLYeG SPAC9D SHOWN ON SCImIAE R M 1piDR►IG FACTORS. FOR THIS OPERATION ro N FOSSILS Rmix%D SPACING ,SBMYIED IAW1D FACTOR BWL NOT E Lree 1faN 191wMi BMOIO NDrATED roll EACH NICIDII TYPE AT ANaaRs ILCOD. NA1= lYR t/4: 7/4: 1/I•e TAPO011 M TAhaAo 1'AI� NVD1W[ GYlh91 Ik A/IOlp RALWO 6.I 3 3 3 3 3 in •IvtwrrAa A) ] 3 ) 3 ] •+•••• a1r B.) 3 3 3 1n 3 1n • AGREE m OTeN 0.817f RILT.t 3b r fm -.0 -.- �,3iQv'�}CENS�(•%� • ND.44187 FLORIDA (VALID OM.r FOR PANGS ii)k �Ai IBTALLATIONs A5 PER SECTORS 1 THIS) 10, ON 51EE75 {. S t 8) APPLICABLE TO - 11MY4N IAxeuY Ma20M15 sl'1010 11711 EQ 7 1/Y - AS0. DEIGN TAPCON R TN-GIV CILK-N PAM[IMA/E tp1NE D PAIE/MtR PLUS ]0.q SR PRESSURE S[C1D16 I • MA410AN PANEL RATNc m m ro ro ro ro Nn rnwRlAnoN LnG1N •L• (R) m oDNceEfE CONCRETE ro CONCRETE IxNLWRE ro CONCRETE CONCRETE To CONCRETE NIrARIE ro IYIIICRFTE cOICRErz ro Co1rAnE toNCIEtE a THEM BLOCK BLOCK ROrX ROOt ROat BLOCK 6• N/A N/A N/A B' N/A 6' N/A B' N/A N/A N/A 1 (TOP) B' 4' N/A N/A B• 8" 8' 8" 6' 9' N/A NIA 1 (BORON) 9' N/A N/A N/A B' N/A 8' N/A g• N/A N/A N/A 2 (TOP) B" N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BORON) SS.S, -72.0 B' N/A N/A N/A 8" N/A 8' N/A S. N/A N/A N/A J t 4 (TOP) >7'-5' TO 8'-8" � Lm fi' 4' N/A N/A 8• 8" 8' B' B• e' N/A N/A J (BOTTOM) B' N/A N/A N/A 8• N/A B' N/A e' N/A N/A N/A 7 (TOP) e• {" N/A N/A B' B' 6' 8' 6' 8' N/A N/A 4 k 7 (BORON) N/A N/A 12 1/2' B 1/4' 12 1/2• 8 1/4" 6 1/4' 6 1/4• 8 1/$ 6 1/4' N/A N/A S (TOP/BOTTOM) 50.0, -53.3 N/A N/A 12 1/2' fi 1/4• 12 1/2' 6 1/4' 8 ,/: g I/4' 6 1/4' 8 t/{' N/A N/A 8 (TOP/BOTTOM) e'-e• TO 11'-2• SS.O. -72.0 N/A N/A 8 I/4' N/A B 1/4' N/A 6 1/4' a 1/4' 8 1/4' 6 I/4' N/A N/A B (TOP/BOTTOM) 8'-a' ro 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/1' 8 1/4' 8 1/4• B. 9, 10 (TOP) a.e, -48.0 •' { N/A N/A N/A N/A N/A N/A 6• 8' 6 1/4' 6 //{' 8 (BORON) OR LESS 12'-4' OR LESS 6" {• N/A N/A N/A N/A N/A N/A 6' B' g 1/4' fi 1/4' B (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• a 1/1' 6 1/4• 10 (BOTTOM) SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110. MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0. AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4: -TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to ••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n 1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n ITQIK LQ ERi I F A-C i O R a r n - 3 Hurricane INSTALLATION DETAILS FQR .REGULAR PANELS dE INTO EXISTING WOOD STRUCTURESIS Net IT 14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS � e i/4- - TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER ) T 7 !T'ON lxLO • I I O1Rr SAID • QOr all,0 • WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt REORRE6 REQUIRED ]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN I I Bm e � rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ; ro ous ro ORBS, ro ,Ass. MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0 NOTE t Se' (SEE NOTE i)(SEE NOIF 1) )lYs N/ 7/reM. EVgr OIEN EWT QfkX i � 507E sQE � a OF 1' OF 1' I NAM MI � � 111JI � 1lVf I rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r� CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN • I I , ,/a•r LAG SCREWS 2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/ li EADiD 2• REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7 a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE nmuDEn PtrETtanoN • - YD won+ a PLMEN ATE � o c SCREWS �srADG w/ N �AT REAM ()EDWDTNC OF PLATE - --. -_ 9GLE S/8�15/8-1- SQ4E 3/8-L' SLUE 3/5-1 ' FIFO TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND UP TD 12'-4• SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL. TOP t BOTTOM MOUNTINGS CAN 8E COMBINED IN ANY WAY TO SCAR ANY INSTALLATION. BUILDINGINS Minn EQ ED on !L WOOD PLATE REQUIRED I 0 CD INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM '/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES ICI 1 ,n YM. «eWADEo PDENY,+DN ' ro ExaTaG Wood tEADEn II II QQ , _2.. EOE f_ I E01_ - OR ' E°' E _ I 1 EW E� REo"O�uEaoMfOE1 I /a �° N RtMOODOumED� RING e!t/7� CVEIrr �° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2 , I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF. (NT7D 70OJe 12 ,no°c GET. +ne I ON SHEET (Eat I FOR AroN ro I%ASS I r ECL-. (- 1 m D I t- j ■000 wArz - - - I REaUE1m •' � & �a" ALTERNATIVE 3 ALTERNATIVE 4 rRioUsem , LAD scNWs • e• as W/ + +n• IiL 7,AFIOm PENETRATION OR 1/4'TO.m/s' LONG aRA>§ ■Ile1G r/ -�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +• 11aL.Dm PENETRATION TO [Y415D WOOD T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt p on WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓ ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:� = FLORIDA BUILDING CODE (High Velocity NuMcam IDm ND• 2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«: ,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To +sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e 2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut. y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176 sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms W41D1`A �',N.. P.E ae ,MIY � BIQI ,5 R H i Vi Ca � }. U O N � N Q- O O o 0 � o Qi O L L 1- � .c VJ Qpra N N � O O .- a ch z a X � � a i C •t U � � c � Y N Q E . Q o Aro` C QCIO L_ U) Cn -II., I� U O U'��/'� RI R� VM, Q Z Z Q 0- SHEET N0. SH 1.1 ILAIaDY LSD. I Imo • 5/e• rw. ANY tar a NWLQ txsE 1 fStLIO • r AM RDY TM OF AMC APPLICABLE TO DESIGN APCON SECn0r15 F t MAGNUM PANEL PwQwaE - - coNExNAno LENGTH 'L' (n.) MIND il. � iilEN +I9.2 -51.5 3• 3' 4 1/2' 4 1 2' 2 (BOTTOM) 7'-e• OR LESS +52.3 -Fi6.0 3' 3' {' 4' 2 (80170Y) T-6. OR LESS +5s.o -7z.o 2 1/2' 2 1/2' 4• 3 1/2' 2 (BOTTOM) r-e' DR -LESS +55.0 -72.0 2 1/2' 2 1/2' NJA N/A 2 (BOTTOM) 7'-8' TO B'-0• +55.0 -72.D N/A N/A J' I J' 2 (BOTTOM) 7'-B" TO .1A,aWIY Ran oDtrt Ya. nvn tae1N MIASMA �„ rNM¢ R1M•Me Rose �• CAL) ro o,AN Oa,a111oN TWIN f>a eEemr) .NA. -nA W-r 3 3/.• ucalm SCE 4EYT 15 FOR ANCYt0115 TYR t B+N;et6 FOR WafALU7MIMS Nro N000 IRATE NIEDI110. 1/MN4N MVICSIOR fP.IG'RIOa AND IIewM1At LOGE DISTANCE AK elprAlED ON iN5 5QeQ0.E fMl ED. IEffi 111AN NOIC,tEp ON SOIEOML ND410E ANCHOR 9lAbtfi SF YULTPLYeG SPAC9D SHOWN ON SCImIAE R M 1piDR►IG FACTORS. FOR THIS OPERATION ro N FOSSILS Rmix%D SPACING ,SBMYIED IAW1D FACTOR BWL NOT E Lree 1faN 191wMi BMOIO NDrATED roll EACH NICIDII TYPE AT ANaaRs ILCOD. NA1= lYR t/4: 7/4: 1/I•e TAPO011 M TAhaAo 1'AI� NVD1W[ GYlh91 Ik A/IOlp RALWO 6.I 3 3 3 3 3 in •IvtwrrAa A) ] 3 ) 3 ] •+•••• a1r B.) 3 3 3 1n 3 1n • AGREE m OTeN 0.817f RILT.t 3b r fm -.0 -.- �,3iQv'�}CENS�(•%� • ND.44187 FLORIDA (VALID OM.r FOR PANGS ii)k �Ai IBTALLATIONs A5 PER SECTORS 1 THIS) 10, ON 51EE75 {. S t 8) APPLICABLE TO - 11MY4N IAxeuY Ma20M15 sl'1010 11711 EQ 7 1/Y - AS0. DEIGN TAPCON R TN-GIV CILK-N PAM[IMA/E tp1NE D PAIE/MtR PLUS ]0.q SR PRESSURE S[C1D16 I • MA410AN PANEL RATNc m m ro ro ro ro Nn rnwRlAnoN LnG1N •L• (R) m oDNceEfE CONCRETE ro CONCRETE IxNLWRE ro CONCRETE CONCRETE To CONCRETE NIrARIE ro IYIIICRFTE cOICRErz ro Co1rAnE toNCIEtE a THEM BLOCK BLOCK ROrX ROOt ROat BLOCK 6• N/A N/A N/A B' N/A 6' N/A B' N/A N/A N/A 1 (TOP) B' 4' N/A N/A B• 8" 8' 8" 6' 9' N/A NIA 1 (BORON) 9' N/A N/A N/A B' N/A 8' N/A g• N/A N/A N/A 2 (TOP) B" N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BORON) SS.S, -72.0 B' N/A N/A N/A 8" N/A 8' N/A S. N/A N/A N/A J t 4 (TOP) >7'-5' TO 8'-8" � Lm fi' 4' N/A N/A 8• 8" 8' B' B• e' N/A N/A J (BOTTOM) B' N/A N/A N/A 8• N/A B' N/A e' N/A N/A N/A 7 (TOP) e• {" N/A N/A B' B' 6' 8' 6' 8' N/A N/A 4 k 7 (BORON) N/A N/A 12 1/2' B 1/4' 12 1/2• 8 1/4" 6 1/4' 6 1/4• 8 1/$ 6 1/4' N/A N/A S (TOP/BOTTOM) 50.0, -53.3 N/A N/A 12 1/2' fi 1/4• 12 1/2' 6 1/4' 8 ,/: g I/4' 6 1/4' 8 t/{' N/A N/A 8 (TOP/BOTTOM) e'-e• TO 11'-2• SS.O. -72.0 N/A N/A 8 I/4' N/A B 1/4' N/A 6 1/4' a 1/4' 8 1/4' 6 I/4' N/A N/A B (TOP/BOTTOM) 8'-a' ro 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/1' 8 1/4' 8 1/4• B. 9, 10 (TOP) a.e, -48.0 •' { N/A N/A N/A N/A N/A N/A 6• 8' 6 1/4' 6 //{' 8 (BORON) OR LESS 12'-4' OR LESS 6" {• N/A N/A N/A N/A N/A N/A 6' B' g 1/4' fi 1/4' B (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• a 1/1' 6 1/4• 10 (BOTTOM) SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110. MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0. AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4: -TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to ••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n 1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n ITQIK LQ ERi I F A-C i O R a r n - 3 Hurricane INSTALLATION DETAILS FQR .REGULAR PANELS dE INTO EXISTING WOOD STRUCTURESIS Net IT 14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS � e i/4- - TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER ) T 7 !T'ON lxLO • I I O1Rr SAID • QOr all,0 • WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt REORRE6 REQUIRED ]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN I I Bm e � rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ; ro ous ro ORBS, ro ,Ass. MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0 NOTE t Se' (SEE NOTE i)(SEE NOIF 1) )lYs N/ 7/reM. EVgr OIEN EWT QfkX i � 507E sQE � a OF 1' OF 1' I NAM MI � � 111JI � 1lVf I rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r� CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN • I I , ,/a•r LAG SCREWS 2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/ li EADiD 2• REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7 a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE nmuDEn PtrETtanoN • - YD won+ a PLMEN ATE � o c SCREWS �srADG w/ N �AT REAM ()EDWDTNC OF PLATE - --. -_ 9GLE S/8�15/8-1- SQ4E 3/8-L' SLUE 3/5-1 ' FIFO TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND UP TD 12'-4• SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL. TOP t BOTTOM MOUNTINGS CAN 8E COMBINED IN ANY WAY TO SCAR ANY INSTALLATION. BUILDINGINS Minn EQ ED on !L WOOD PLATE REQUIRED I 0 CD INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM '/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES ICI 1 ,n YM. «eWADEo PDENY,+DN ' ro ExaTaG Wood tEADEn II II QQ , _2.. EOE f_ I E01_ - OR ' E°' E _ I 1 EW E� REo"O�uEaoMfOE1 I /a �° N RtMOODOumED� RING e!t/7� CVEIrr �° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2 , I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF. (NT7D 70OJe 12 ,no°c GET. +ne I ON SHEET (Eat I FOR AroN ro I%ASS I r ECL-. (- 1 m D I t- j ■000 wArz - - - I REaUE1m •' � & �a" ALTERNATIVE 3 ALTERNATIVE 4 rRioUsem , LAD scNWs • e• as W/ + +n• IiL 7,AFIOm PENETRATION OR 1/4'TO.m/s' LONG aRA>§ ■Ile1G r/ -�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +• 11aL.Dm PENETRATION TO [Y415D WOOD T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt p on WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓ ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:� = FLORIDA BUILDING CODE (High Velocity NuMcam IDm ND• 2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«: ,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To +sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e 2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut. y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176 sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms W41D1`A �',N.. P.E ae ,MIY � BIQI ,5 R H i Vi Ca � }. U O N � N Q- O O o 0 � o Qi O L L 1- � .c VJ Qpra N N � O O .- a ch z a X � � a i C •t U � � c � Y N Q E . Q o Aro` C QCIO L_ U) Cn -II., I� U O U'��/'� RI R� VM, Q Z Z Q 0- SHEET N0. SH 1.1 .1A,aWIY Ran oDtrt Ya. nvn tae1N MIASMA �„ rNM¢ R1M•Me Rose �• CAL) ro o,AN Oa,a111oN TWIN f>a eEemr) .NA. -nA W-r 3 3/.• ucalm SCE 4EYT 15 FOR ANCYt0115 TYR t B+N;et6 FOR WafALU7MIMS Nro N000 IRATE NIEDI110. 1/MN4N MVICSIOR fP.IG'RIOa AND IIewM1At LOGE DISTANCE AK elprAlED ON iN5 5QeQ0.E fMl ED. IEffi 111AN NOIC,tEp ON SOIEOML ND410E ANCHOR 9lAbtfi SF YULTPLYeG SPAC9D SHOWN ON SCImIAE R M 1piDR►IG FACTORS. FOR THIS OPERATION ro N FOSSILS Rmix%D SPACING ,SBMYIED IAW1D FACTOR BWL NOT E Lree 1faN 191wMi BMOIO NDrATED roll EACH NICIDII TYPE AT ANaaRs ILCOD. NA1= lYR t/4: 7/4: 1/I•e TAPO011 M TAhaAo 1'AI� NVD1W[ GYlh91 Ik A/IOlp RALWO 6.I 3 3 3 3 3 in •IvtwrrAa A) ] 3 ) 3 ] •+•••• a1r B.) 3 3 3 1n 3 1n • AGREE m OTeN 0.817f RILT.t 3b r fm -.0 -.- �,3iQv'�}CENS�(•%� • ND.44187 FLORIDA (VALID OM.r FOR PANGS ii)k �Ai IBTALLATIONs A5 PER SECTORS 1 THIS) 10, ON 51EE75 {. S t 8) APPLICABLE TO - 11MY4N IAxeuY Ma20M15 sl'1010 11711 EQ 7 1/Y - AS0. DEIGN TAPCON R TN-GIV CILK-N PAM[IMA/E tp1NE D PAIE/MtR PLUS ]0.q SR PRESSURE S[C1D16 I • MA410AN PANEL RATNc m m ro ro ro ro Nn rnwRlAnoN LnG1N •L• (R) m oDNceEfE CONCRETE ro CONCRETE IxNLWRE ro CONCRETE CONCRETE To CONCRETE NIrARIE ro IYIIICRFTE cOICRErz ro Co1rAnE toNCIEtE a THEM BLOCK BLOCK ROrX ROOt ROat BLOCK 6• N/A N/A N/A B' N/A 6' N/A B' N/A N/A N/A 1 (TOP) B' 4' N/A N/A B• 8" 8' 8" 6' 9' N/A NIA 1 (BORON) 9' N/A N/A N/A B' N/A 8' N/A g• N/A N/A N/A 2 (TOP) B" N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BORON) SS.S, -72.0 B' N/A N/A N/A 8" N/A 8' N/A S. N/A N/A N/A J t 4 (TOP) >7'-5' TO 8'-8" � Lm fi' 4' N/A N/A 8• 8" 8' B' B• e' N/A N/A J (BOTTOM) B' N/A N/A N/A 8• N/A B' N/A e' N/A N/A N/A 7 (TOP) e• {" N/A N/A B' B' 6' 8' 6' 8' N/A N/A 4 k 7 (BORON) N/A N/A 12 1/2' B 1/4' 12 1/2• 8 1/4" 6 1/4' 6 1/4• 8 1/$ 6 1/4' N/A N/A S (TOP/BOTTOM) 50.0, -53.3 N/A N/A 12 1/2' fi 1/4• 12 1/2' 6 1/4' 8 ,/: g I/4' 6 1/4' 8 t/{' N/A N/A 8 (TOP/BOTTOM) e'-e• TO 11'-2• SS.O. -72.0 N/A N/A 8 I/4' N/A B 1/4' N/A 6 1/4' a 1/4' 8 1/4' 6 I/4' N/A N/A B (TOP/BOTTOM) 8'-a' ro 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/1' 8 1/4' 8 1/4• B. 9, 10 (TOP) a.e, -48.0 •' { N/A N/A N/A N/A N/A N/A 6• 8' 6 1/4' 6 //{' 8 (BORON) OR LESS 12'-4' OR LESS 6" {• N/A N/A N/A N/A N/A N/A 6' B' g 1/4' fi 1/4' B (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• a 1/1' 6 1/4• 10 (BOTTOM) SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110. MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0. AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4: -TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to ••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n 1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n ITQIK LQ ERi I F A-C i O R a r n - 3 Hurricane INSTALLATION DETAILS FQR .REGULAR PANELS dE INTO EXISTING WOOD STRUCTURESIS Net IT 14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS � e i/4- - TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER ) T 7 !T'ON lxLO • I I O1Rr SAID • QOr all,0 • WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt REORRE6 REQUIRED ]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN I I Bm e � rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ; ro ous ro ORBS, ro ,Ass. MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0 NOTE t Se' (SEE NOTE i)(SEE NOIF 1) )lYs N/ 7/reM. EVgr OIEN EWT QfkX i � 507E sQE � a OF 1' OF 1' I NAM MI � � 111JI � 1lVf I rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r� CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN • I I , ,/a•r LAG SCREWS 2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/ li EADiD 2• REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7 a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE nmuDEn PtrETtanoN • - YD won+ a PLMEN ATE � o c SCREWS �srADG w/ N �AT REAM ()EDWDTNC OF PLATE - --. -_ 9GLE S/8�15/8-1- SQ4E 3/8-L' SLUE 3/5-1 ' FIFO TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND UP TD 12'-4• SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL. TOP t BOTTOM MOUNTINGS CAN 8E COMBINED IN ANY WAY TO SCAR ANY INSTALLATION. BUILDINGINS Minn EQ ED on !L WOOD PLATE REQUIRED I 0 CD INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM '/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES ICI 1 ,n YM. «eWADEo PDENY,+DN ' ro ExaTaG Wood tEADEn II II QQ , _2.. EOE f_ I E01_ - OR ' E°' E _ I 1 EW E� REo"O�uEaoMfOE1 I /a �° N RtMOODOumED� RING e!t/7� CVEIrr �° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2 , I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF. (NT7D 70OJe 12 ,no°c GET. +ne I ON SHEET (Eat I FOR AroN ro I%ASS I r ECL-. (- 1 m D I t- j ■000 wArz - - - I REaUE1m •' � & �a" ALTERNATIVE 3 ALTERNATIVE 4 rRioUsem , LAD scNWs • e• as W/ + +n• IiL 7,AFIOm PENETRATION OR 1/4'TO.m/s' LONG aRA>§ ■Ile1G r/ -�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +• 11aL.Dm PENETRATION TO [Y415D WOOD T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt p on WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓ ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:� = FLORIDA BUILDING CODE (High Velocity NuMcam IDm ND• 2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«: ,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To +sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e 2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut. y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176 sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms W41D1`A �',N.. P.E ae ,MIY � BIQI ,5 R H i Vi Ca � }. U O N � N Q- O O o 0 � o Qi O L L 1- � .c VJ Qpra N N � O O .- a ch z a X � � a i C •t U � � c � Y N Q E . Q o Aro` C QCIO L_ U) Cn -II., I� U O U'��/'� RI R� VM, Q Z Z Q 0- SHEET N0. SH 1.1 SCE 4EYT 15 FOR ANCYt0115 TYR t B+N;et6 FOR WafALU7MIMS Nro N000 IRATE NIEDI110. 1/MN4N MVICSIOR fP.IG'RIOa AND IIewM1At LOGE DISTANCE AK elprAlED ON iN5 5QeQ0.E fMl ED. IEffi 111AN NOIC,tEp ON SOIEOML ND410E ANCHOR 9lAbtfi SF YULTPLYeG SPAC9D SHOWN ON SCImIAE R M 1piDR►IG FACTORS. FOR THIS OPERATION ro N FOSSILS Rmix%D SPACING ,SBMYIED IAW1D FACTOR BWL NOT E Lree 1faN 191wMi BMOIO NDrATED roll EACH NICIDII TYPE AT ANaaRs ILCOD. NA1= lYR t/4: 7/4: 1/I•e TAPO011 M TAhaAo 1'AI� NVD1W[ GYlh91 Ik A/IOlp RALWO 6.I 3 3 3 3 3 in •IvtwrrAa A) ] 3 ) 3 ] •+•••• a1r B.) 3 3 3 1n 3 1n • AGREE m OTeN 0.817f RILT.t 3b r fm -.0 -.- �,3iQv'�}CENS�(•%� • ND.44187 FLORIDA (VALID OM.r FOR PANGS ii)k �Ai IBTALLATIONs A5 PER SECTORS 1 THIS) 10, ON 51EE75 {. S t 8) APPLICABLE TO - 11MY4N IAxeuY Ma20M15 sl'1010 11711 EQ 7 1/Y - AS0. DEIGN TAPCON R TN-GIV CILK-N PAM[IMA/E tp1NE D PAIE/MtR PLUS ]0.q SR PRESSURE S[C1D16 I • MA410AN PANEL RATNc m m ro ro ro ro Nn rnwRlAnoN LnG1N •L• (R) m oDNceEfE CONCRETE ro CONCRETE IxNLWRE ro CONCRETE CONCRETE To CONCRETE NIrARIE ro IYIIICRFTE cOICRErz ro Co1rAnE toNCIEtE a THEM BLOCK BLOCK ROrX ROOt ROat BLOCK 6• N/A N/A N/A B' N/A 6' N/A B' N/A N/A N/A 1 (TOP) B' 4' N/A N/A B• 8" 8' 8" 6' 9' N/A NIA 1 (BORON) 9' N/A N/A N/A B' N/A 8' N/A g• N/A N/A N/A 2 (TOP) B" N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BORON) SS.S, -72.0 B' N/A N/A N/A 8" N/A 8' N/A S. N/A N/A N/A J t 4 (TOP) >7'-5' TO 8'-8" � Lm fi' 4' N/A N/A 8• 8" 8' B' B• e' N/A N/A J (BOTTOM) B' N/A N/A N/A 8• N/A B' N/A e' N/A N/A N/A 7 (TOP) e• {" N/A N/A B' B' 6' 8' 6' 8' N/A N/A 4 k 7 (BORON) N/A N/A 12 1/2' B 1/4' 12 1/2• 8 1/4" 6 1/4' 6 1/4• 8 1/$ 6 1/4' N/A N/A S (TOP/BOTTOM) 50.0, -53.3 N/A N/A 12 1/2' fi 1/4• 12 1/2' 6 1/4' 8 ,/: g I/4' 6 1/4' 8 t/{' N/A N/A 8 (TOP/BOTTOM) e'-e• TO 11'-2• SS.O. -72.0 N/A N/A 8 I/4' N/A B 1/4' N/A 6 1/4' a 1/4' 8 1/4' 6 I/4' N/A N/A B (TOP/BOTTOM) 8'-a' ro 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/1' 8 1/4' 8 1/4• B. 9, 10 (TOP) a.e, -48.0 •' { N/A N/A N/A N/A N/A N/A 6• 8' 6 1/4' 6 //{' 8 (BORON) OR LESS 12'-4' OR LESS 6" {• N/A N/A N/A N/A N/A N/A 6' B' g 1/4' fi 1/4' B (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• a 1/1' 6 1/4• 10 (BOTTOM) SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110. MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0. AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4: -TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to ••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n 1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n ITQIK LQ ERi I F A-C i O R a r n - 3 Hurricane INSTALLATION DETAILS FQR .REGULAR PANELS dE INTO EXISTING WOOD STRUCTURESIS Net IT 14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS � e i/4- - TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER ) T 7 !T'ON lxLO • I I O1Rr SAID • QOr all,0 • WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt REORRE6 REQUIRED ]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN I I Bm e � rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ; ro ous ro ORBS, ro ,Ass. MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0 NOTE t Se' (SEE NOTE i)(SEE NOIF 1) )lYs N/ 7/reM. EVgr OIEN EWT QfkX i � 507E sQE � a OF 1' OF 1' I NAM MI � � 111JI � 1lVf I rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r� CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN • I I , ,/a•r LAG SCREWS 2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/ li EADiD 2• REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7 a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE nmuDEn PtrETtanoN • - YD won+ a PLMEN ATE � o c SCREWS �srADG w/ N �AT REAM ()EDWDTNC OF PLATE - --. -_ 9GLE S/8�15/8-1- SQ4E 3/8-L' SLUE 3/5-1 ' FIFO TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND UP TD 12'-4• SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL. TOP t BOTTOM MOUNTINGS CAN 8E COMBINED IN ANY WAY TO SCAR ANY INSTALLATION. BUILDINGINS Minn EQ ED on !L WOOD PLATE REQUIRED I 0 CD INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM '/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES ICI 1 ,n YM. «eWADEo PDENY,+DN ' ro ExaTaG Wood tEADEn II II QQ , _2.. EOE f_ I E01_ - OR ' E°' E _ I 1 EW E� REo"O�uEaoMfOE1 I /a �° N RtMOODOumED� RING e!t/7� CVEIrr �° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2 , I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF. (NT7D 70OJe 12 ,no°c GET. +ne I ON SHEET (Eat I FOR AroN ro I%ASS I r ECL-. (- 1 m D I t- j ■000 wArz - - - I REaUE1m •' � & �a" ALTERNATIVE 3 ALTERNATIVE 4 rRioUsem , LAD scNWs • e• as W/ + +n• IiL 7,AFIOm PENETRATION OR 1/4'TO.m/s' LONG aRA>§ ■Ile1G r/ -�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +• 11aL.Dm PENETRATION TO [Y415D WOOD T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt p on WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓ ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:� = FLORIDA BUILDING CODE (High Velocity NuMcam IDm ND• 2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«: ,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To +sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e 2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut. y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176 sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms W41D1`A �',N.. P.E ae ,MIY � BIQI ,5 R H i Vi Ca � }. U O N � N Q- O O o 0 � o Qi O L L 1- � .c VJ Qpra N N � O O .- a ch z a X � � a i C •t U � � c � Y N Q E . Q o Aro` C QCIO L_ U) Cn -II., I� U O U'��/'� RI R� VM, Q Z Z Q 0- SHEET N0. SH 1.1 �,3iQv'�}CENS�(•%� • ND.44187 FLORIDA (VALID OM.r FOR PANGS ii)k �Ai IBTALLATIONs A5 PER SECTORS 1 THIS) 10, ON 51EE75 {. S t 8) APPLICABLE TO - 11MY4N IAxeuY Ma20M15 sl'1010 11711 EQ 7 1/Y - AS0. DEIGN TAPCON R TN-GIV CILK-N PAM[IMA/E tp1NE D PAIE/MtR PLUS ]0.q SR PRESSURE S[C1D16 I • MA410AN PANEL RATNc m m ro ro ro ro Nn rnwRlAnoN LnG1N •L• (R) m oDNceEfE CONCRETE ro CONCRETE IxNLWRE ro CONCRETE CONCRETE To CONCRETE NIrARIE ro IYIIICRFTE cOICRErz ro Co1rAnE toNCIEtE a THEM BLOCK BLOCK ROrX ROOt ROat BLOCK 6• N/A N/A N/A B' N/A 6' N/A B' N/A N/A N/A 1 (TOP) B' 4' N/A N/A B• 8" 8' 8" 6' 9' N/A NIA 1 (BORON) 9' N/A N/A N/A B' N/A 8' N/A g• N/A N/A N/A 2 (TOP) B" N/A N/A N/A 6' N/A S' N/A S• N/A N/A N/A 2 (BORON) SS.S, -72.0 B' N/A N/A N/A 8" N/A 8' N/A S. N/A N/A N/A J t 4 (TOP) >7'-5' TO 8'-8" � Lm fi' 4' N/A N/A 8• 8" 8' B' B• e' N/A N/A J (BOTTOM) B' N/A N/A N/A 8• N/A B' N/A e' N/A N/A N/A 7 (TOP) e• {" N/A N/A B' B' 6' 8' 6' 8' N/A N/A 4 k 7 (BORON) N/A N/A 12 1/2' B 1/4' 12 1/2• 8 1/4" 6 1/4' 6 1/4• 8 1/$ 6 1/4' N/A N/A S (TOP/BOTTOM) 50.0, -53.3 N/A N/A 12 1/2' fi 1/4• 12 1/2' 6 1/4' 8 ,/: g I/4' 6 1/4' 8 t/{' N/A N/A 8 (TOP/BOTTOM) e'-e• TO 11'-2• SS.O. -72.0 N/A N/A 8 I/4' N/A B 1/4' N/A 6 1/4' a 1/4' 8 1/4' 6 I/4' N/A N/A B (TOP/BOTTOM) 8'-a' ro 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/1' 8 1/4' 8 1/4• B. 9, 10 (TOP) a.e, -48.0 •' { N/A N/A N/A N/A N/A N/A 6• 8' 6 1/4' 6 //{' 8 (BORON) OR LESS 12'-4' OR LESS 6" {• N/A N/A N/A N/A N/A N/A 6' B' g 1/4' fi 1/4' B (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• a 1/1' 6 1/4• 10 (BOTTOM) SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110. MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0. AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4: -TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to ••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n 1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n ITQIK LQ ERi I F A-C i O R a r n - 3 Hurricane INSTALLATION DETAILS FQR .REGULAR PANELS dE INTO EXISTING WOOD STRUCTURESIS Net IT 14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS � e i/4- - TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER ) T 7 !T'ON lxLO • I I O1Rr SAID • QOr all,0 • WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt REORRE6 REQUIRED ]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN I I Bm e � rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ; ro ous ro ORBS, ro ,Ass. MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0 NOTE t Se' (SEE NOTE i)(SEE NOIF 1) )lYs N/ 7/reM. EVgr OIEN EWT QfkX i � 507E sQE � a OF 1' OF 1' I NAM MI � � 111JI � 1lVf I rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r� CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN • I I , ,/a•r LAG SCREWS 2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/ li EADiD 2• REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7 a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE nmuDEn PtrETtanoN • - YD won+ a PLMEN ATE � o c SCREWS �srADG w/ N �AT REAM ()EDWDTNC OF PLATE - --. -_ 9GLE S/8�15/8-1- SQ4E 3/8-L' SLUE 3/5-1 ' FIFO TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND UP TD 12'-4• SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL. TOP t BOTTOM MOUNTINGS CAN 8E COMBINED IN ANY WAY TO SCAR ANY INSTALLATION. BUILDINGINS Minn EQ ED on !L WOOD PLATE REQUIRED I 0 CD INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM '/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES ICI 1 ,n YM. «eWADEo PDENY,+DN ' ro ExaTaG Wood tEADEn II II QQ , _2.. EOE f_ I E01_ - OR ' E°' E _ I 1 EW E� REo"O�uEaoMfOE1 I /a �° N RtMOODOumED� RING e!t/7� CVEIrr �° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2 , I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF. (NT7D 70OJe 12 ,no°c GET. +ne I ON SHEET (Eat I FOR AroN ro I%ASS I r ECL-. (- 1 m D I t- j ■000 wArz - - - I REaUE1m •' � & �a" ALTERNATIVE 3 ALTERNATIVE 4 rRioUsem , LAD scNWs • e• as W/ + +n• IiL 7,AFIOm PENETRATION OR 1/4'TO.m/s' LONG aRA>§ ■Ile1G r/ -�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +• 11aL.Dm PENETRATION TO [Y415D WOOD T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt p on WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓ ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:� = FLORIDA BUILDING CODE (High Velocity NuMcam IDm ND• 2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«: ,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To +sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e 2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut. y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176 sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms W41D1`A �',N.. P.E ae ,MIY � BIQI ,5 R H i Vi Ca � }. U O N � N Q- O O o 0 � o Qi O L L 1- � .c VJ Qpra N N � O O .- a ch z a X � � a i C •t U � � c � Y N Q E . Q o Aro` C QCIO L_ U) Cn -II., I� U O U'��/'� RI R� VM, Q Z Z Q 0- SHEET N0. SH 1.1 SEE tNEE15 14 It AND IS F'011 ANCHORS i,'PE k SPACING FOR NSIAIIATDiA Nro e000 F7MaK BUR17110. MINIMUM ANCHOR 4eGD5 AND IIRAIRIY EGO[ 06TA1ri AIR MCGIED ON 1,1B SCHEDULE. FOR L0. LESS IMAM NMGT60 ON SCNEDUIL REDUCE ANCHOR SPACING W MULTIPLYING SPACING SHORN ON SCHEDULE BY THE iO1DMlIO iIC10R5. FOR T/Ma OPERATION ro BE POB3181L REDV[ED SPACING OBWrEO USING FACTOR SNMLL NOT K MESS T1MN IRIa111A1 4PrLel6 RDrATtD FOR EACH ANCHOR TYPE AT ANCHORS tE0OM0. AtgLOR IEP[ t/4: ,/s: ,p: 1/4.9 ,p: _ -1/4: -TAPCON.. aDI-i +�•I ' OAIK�1 Salo -SET Y.. NDIIDR arYL7IO 01.) 3 3 3 J f to ••wwaslANu 1se.r O.J 3 3 3 ] 3 3 ,n 1[D. AW.1 ,s.� tilts pn) 3 ] ,n ] ,n ITQIK LQ ERi I F A-C i O R a r n - 3 Hurricane INSTALLATION DETAILS FQR .REGULAR PANELS dE INTO EXISTING WOOD STRUCTURESIS Net IT 14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS � e i/4- - TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER ) T 7 !T'ON lxLO • I I O1Rr SAID • QOr all,0 • WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt REORRE6 REQUIRED ]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN I I Bm e � rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ; ro ous ro ORBS, ro ,Ass. MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0 NOTE t Se' (SEE NOTE i)(SEE NOIF 1) )lYs N/ 7/reM. EVgr OIEN EWT QfkX i � 507E sQE � a OF 1' OF 1' I NAM MI � � 111JI � 1lVf I rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r� CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN • I I , ,/a•r LAG SCREWS 2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/ li EADiD 2• REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7 a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE nmuDEn PtrETtanoN • - YD won+ a PLMEN ATE � o c SCREWS �srADG w/ N �AT REAM ()EDWDTNC OF PLATE - --. -_ 9GLE S/8�15/8-1- SQ4E 3/8-L' SLUE 3/5-1 ' FIFO TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND UP TD 12'-4• SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL. TOP t BOTTOM MOUNTINGS CAN 8E COMBINED IN ANY WAY TO SCAR ANY INSTALLATION. BUILDINGINS Minn EQ ED on !L WOOD PLATE REQUIRED I 0 CD INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM '/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES ICI 1 ,n YM. «eWADEo PDENY,+DN ' ro ExaTaG Wood tEADEn II II QQ , _2.. EOE f_ I E01_ - OR ' E°' E _ I 1 EW E� REo"O�uEaoMfOE1 I /a �° N RtMOODOumED� RING e!t/7� CVEIrr �° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2 , I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF. (NT7D 70OJe 12 ,no°c GET. +ne I ON SHEET (Eat I FOR AroN ro I%ASS I r ECL-. (- 1 m D I t- j ■000 wArz - - - I REaUE1m •' � & �a" ALTERNATIVE 3 ALTERNATIVE 4 rRioUsem , LAD scNWs • e• as W/ + +n• IiL 7,AFIOm PENETRATION OR 1/4'TO.m/s' LONG aRA>§ ■Ile1G r/ -�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +• 11aL.Dm PENETRATION TO [Y415D WOOD T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt p on WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓ ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:� = FLORIDA BUILDING CODE (High Velocity NuMcam IDm ND• 2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«: ,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To +sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e 2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut. y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176 sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms W41D1`A �',N.. P.E ae ,MIY � BIQI ,5 R H i Vi Ca � }. U O N � N Q- O O o 0 � o Qi O L L 1- � .c VJ Qpra N N � O O .- a ch z a X � � a i C •t U � � c � Y N Q E . Q o Aro` C QCIO L_ U) Cn -II., I� U O U'��/'� RI R� VM, Q Z Z Q 0- SHEET N0. SH 1.1 INSTALLATION DETAILS FQR .REGULAR PANELS dE INTO EXISTING WOOD STRUCTURESIS Net IT 14-t0 PANEUTAIE PLUS - -y ' I� is-10 PANELWTE PLIJS ,L-10 PAAEIAMTE PLUS � e i/4- - TiRUlOED PFPETRAl10N ro - - Tt4REA0E0 pE7E7RAT,ON ro WOOD 11[AQ[_R I:,, • TNOFi10E0 PF)1iM110N ro I i - EXISTING Y1000 HEADER I � - EIISTING MOOD NEADEEI REOIPRED EXISTING 1500D MEAGER ) T 7 !T'ON lxLO • I I O1Rr SAID • QOr all,0 • WOOD IIFAOEA 2 R I ' /A. OG WOOD HEADER 7 ' /a' 0C t '/'• Olt REORRE6 REQUIRED ]EE mEoIAL CAN sa sxQAE a} ffi sT2mLAe CAN I I Bm e � rOR Mn. SVAIM � COIN .i�slvvwalal loll �xPA°RAtDN ; ro ous ro ORBS, ro ,Ass. MMpA. PANEL IENDnt MDa. PANEL TENON Yn,. PANEL LENTHH (((( k0 NOTE t Se' (SEE NOTE i)(SEE NOIF 1) )lYs N/ 7/reM. EVgr OIEN EWT QfkX i � 507E sQE � a OF 1' OF 1' I NAM MI � � 111JI � 1lVf I rR • u _ - 'NltDj�n/ueKMR .. I.�J - sd�YS r� CO. � MOI'I BID e', ED. - - • 12 1K OL. EQ. RRe NN • I I , ,/a•r LAG SCREWS 2',4' WOOD PUT€ 2'ri• W00 PLATE _ 2•0• WOOD M �r O.C. W//t 1/ li EADiD 2• REQUIRED Its 10 PAMELWTE PLUS REQUIRED - REQUIRED _.__ .. PENETRATION A7 a 1/4' O.C. W/ 1 7/8• MIDNOTH OF PLATE nmuDEn PtrETtanoN • - YD won+ a PLMEN ATE � o c SCREWS �srADG w/ N �AT REAM ()EDWDTNC OF PLATE - --. -_ 9GLE S/8�15/8-1- SQ4E 3/8-L' SLUE 3/5-1 ' FIFO TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND UP TD 12'-4• SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL. TOP t BOTTOM MOUNTINGS CAN 8E COMBINED IN ANY WAY TO SCAR ANY INSTALLATION. BUILDINGINS Minn EQ ED on !L WOOD PLATE REQUIRED I 0 CD INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM '/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES ICI 1 ,n YM. «eWADEo PDENY,+DN ' ro ExaTaG Wood tEADEn II II QQ , _2.. EOE f_ I E01_ - OR ' E°' E _ I 1 EW E� REo"O�uEaoMfOE1 I /a �° N RtMOODOumED� RING e!t/7� CVEIrr �° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2 , I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF. (NT7D 70OJe 12 ,no°c GET. +ne I ON SHEET (Eat I FOR AroN ro I%ASS I r ECL-. (- 1 m D I t- j ■000 wArz - - - I REaUE1m •' � & �a" ALTERNATIVE 3 ALTERNATIVE 4 rRioUsem , LAD scNWs • e• as W/ + +n• IiL 7,AFIOm PENETRATION OR 1/4'TO.m/s' LONG aRA>§ ■Ile1G r/ -�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +• 11aL.Dm PENETRATION TO [Y415D WOOD T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt p on WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓ ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:� = FLORIDA BUILDING CODE (High Velocity NuMcam IDm ND• 2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«: ,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To +sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e 2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut. y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176 sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms W41D1`A �',N.. P.E ae ,MIY � BIQI ,5 R H i Vi Ca � }. U O N � N Q- O O o 0 � o Qi O L L 1- � .c VJ Qpra N N � O O .- a ch z a X � � a i C •t U � � c � Y N Q E . Q o Aro` C QCIO L_ U) Cn -II., I� U O U'��/'� RI R� VM, Q Z Z Q 0- SHEET N0. SH 1.1 TIONSORALTERNATIVES eW, 9W t ION ONLY YAUD FOR AS.O. DESIGN LOADS UP t0 +43.e. -48.0 P•e.l. AND UP TD 12'-4• SWAINS CONSTRUCTION: WOOD MEMBERS >D BE SOUTHERN N0. SPECIFIC Dl)45T1Y OF 0.55 OR EQUAL. TOP t BOTTOM MOUNTINGS CAN 8E COMBINED IN ANY WAY TO SCAR ANY INSTALLATION. BUILDINGINS Minn EQ ED on !L WOOD PLATE REQUIRED I 0 CD INSTALLATION DETAILS FOR OPTION L� t FOR LIFE SAFETY STORM PANEL SYSTEM '/"""° "�" • r "` •/ INTO EXISTING WOOD STRUCTURES ICI 1 ,n YM. «eWADEo PDENY,+DN ' ro ExaTaG Wood tEADEn II II QQ , _2.. EOE f_ I E01_ - OR ' E°' E _ I 1 EW E� REo"O�uEaoMfOE1 I /a �° N RtMOODOumED� RING e!t/7� CVEIrr �° � 12'� D.C. p ALTERNATIVE i ALTERNATIVE 2 , I/e' to _.-_ �/!4�•aWt1Y tMCMIE .FF. (NT7D 70OJe 12 ,no°c GET. +ne I ON SHEET (Eat I FOR AroN ro I%ASS I r ECL-. (- 1 m D I t- j ■000 wArz - - - I REaUE1m •' � & �a" ALTERNATIVE 3 ALTERNATIVE 4 rRioUsem , LAD scNWs • e• as W/ + +n• IiL 7,AFIOm PENETRATION OR 1/4'TO.m/s' LONG aRA>§ ■Ile1G r/ -�-m PM.i Mir rowc'o on" ALTERNATIVE WOOD FRAME CONDITIONS dE ANCHOR LOCATIONS rANELIMrz PLtb • a• ot. «/ , ,n• Yen. 9e.Y1.• �- . +• 11aL.Dm PENETRATION TO [Y415D WOOD T•lAR 1101E BIUIIFR iRACIa NM BIOwN rG, CMtt p on WALL MOUNTING INSTALFLORIDA LATION �t1A� (Ul✓ ALTERNATIVE RN�TIVE 1 W �1�' •; JCENSF •.,:� = FLORIDA BUILDING CODE (High Velocity NuMcam IDm ND• 2TB1ti � * :4 E Ir3ma nTEOD. INS 20 GAGE GALVANZED STEEL STORM PANEL ayw,'�' 1«: ,. INSTALLATIONS ARE ONLY VALID FOR BULD►Ks wmt ws.D. DESIGN Lards w To +sss. -TZA w AND PANEL•s LFNCII/ w ro e•-r. �''�'''• FL R\04.. "�' GLOBAL PROTECTION PRODUCTS. LLC. 0//5'/10`e 2. r1%I NEW WOOD FRAME cor67RuttTac moo IEIrNRs ro CAE SOUnEJYt 's,�A4c • • •... - - "' 1 � i. E� 4eeo sr. s, sR�r POE Ne. x, «/ SPECIFIC onlsnv OF oss OR [DIMS '+a SSI •ply' - � "L��It� a LTtoeaRFN COYPANT oWe. 2 Sut. y"rrNM IN4� w.. Al9 m ,u . w� .•pN« p 011m ,o,'r'r P"o'E' (Iror)ew-7s4e, r,Yc (w)EN-Irm 20-176 sc. sEA,,/9IOwTVIe/wrz _ - aRAre Ms W41D1`A �',N.. P.E ae ,MIY � BIQI ,5 R H i Vi Ca � }. U O N � N Q- O O o 0 � o Qi O L L 1- � .c VJ Qpra N N � O O .- a ch z a X � � a i C •t U � � c � Y N Q E . Q o Aro` C QCIO L_ U) Cn -II., I� U O U'��/'� RI R� VM, Q Z Z Q 0- SHEET N0. SH 1.1 i Vi Ca � }. U O N � N Q- O O o 0 � o Qi O L L 1- � .c VJ Qpra N N � O O .- a ch z a X � � a i C •t U � � c � Y N Q E . Q o Aro` C QCIO L_ U) Cn -II., I� U O U'��/'� RI R� VM, Q Z Z Q 0- SHEET N0. SH 1.1 N N � O O .- a ch z a X � � a i C •t U � � c � Y N Q E . Q o Aro` C QCIO L_ U) Cn -II., I� U O U'��/'� RI R� VM, Q Z Z Q 0- SHEET N0. SH 1.1 I� U O U'��/'� RI R� VM, Q Z Z Q 0- SHEET N0. SH 1.1 s. ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 tr 20)--- - P r MAX. w�Et%i1.�v/I91 Mw/28 �WN/t6,�7wt/19"tMw/7o - wl 0 0 0� o o it b A<HXAM NAfi � REC�AM 5T A,Mm 4---� A -®TUG KUi)/iahs,Y11 .� �: WEAW 6- L6G,00M a UIE S♦sEr,' '� PM,D BOTiCYH IXXNEPS 3• ]A/77, 4A/17, S+/10. fff�%w/t 748/+7. 1SB/le. 1' MIN 6AW/Ie, 7Aw/i1 aeAw/20 CVTfntVG /1971W/•' Ml.)t 6Bw/20 •- WIN ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 @ 20) OPTION #2 FOR LIFE SAFETY STORM PANEL 1 ELEVATION SCALE ]/IB'-I I �:l (Nr, fMR/P -1 WIQL wM[Yl OuR WEIY lil PANEL -:__:.' ' -�:. `-/-_/•y'y'•�'' II' - _ ., ......... EMLVR SECTION A -A SCALE IlNlllw MAXIMUM A.S.D. DESIGN PRESSURE RATING (R,s.f.) AND - CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEQU�E 1�?�-'�9 = No. 44167 - MAXIMUM AS Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (ft.) TO GLASS CONDITION RATING (p.6.f.) (SEE SECTIONS) +55.0. -72.0 8'-8' 2 3/4• UNBOLTED _ '•. O,t:•.. FLORlDE'.�'9t4' FU o202p n,rro. Pc ,ali'l/ ..0 r1uJr ILs�TraNa a rNOI�IDYao eowAYr m, nmlA n AW« G-0006T19 • wK1LA w nun Jr., P.E PE. YAl/9e•MUI(/GAlE 1" PANEL LENGTH (SEE SCHEDULE) RIDA BUILDING CODE (High Velocity NUT cone Zone 20 GAGE GALVANIZED STEEL STORM PANEL rn CMrN 6T .ORAL PROTECTION PRODUCTS, LLC. a' a16 ,eao sr. sI sT,Rrt D4�' 2 su,a PHp•+F Y.)L69-)545, rAx 20-76 (De4Ye9-eA) -_ w " ORYrIo w -Fm9 1e1RtT is or m INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES i.' W000 HF/�OER ,INKY' HEADER WOOD IEAOER �� / nCADER REREQUIREDHE ':IERNREO OUIRm /`\ W ODUIRED HE 1/ia TAPCON a 6' O.C. L f !-• TMCO1 0 e' O.C. I//4'• TAPCON a 6' O.C. ? I/a'• TAPCON 0 B' O.C. TwEAA£D �//, I/2' YN. THREADED ,LI/i 1/Y YN. T/NEIOFD W/t 1/2• AN TH REAOEO \ PENCIRAtIDN AT wo0p MtETPAnON AT T1000 PENETRATION AT WOOD \ \ PENETRATION AT WOOD '\ MIFADER HEADER � HEADER \ / I HEADER MIN_ _ . 1 j L .WILL 1 2• r�P`` - 1 % ` /2 ` I �oHT wRrt i YIN swAAncw , smMitoN G'E>575/6 PANEL LENGTH M flRl IM ' 1• Yea PANEL LI71GTH M LE[T ,•) .-.� '1' LENGTH (SEE NOTE I SEE r10�C BELOW MASS MIT. 5[PARATRN i �� I I PANEL LENGTH Nn maRVOY I( ) I ' PANEL IIMCTH q�y i (SEE NOTE 1 LOW) ro aJde -- - ' - (SEE NOTE 16D ow) ASSoil s,¢ � I I/i 4-20E(' _ a�i �Iq � I/a••-20.t•__ _ _ f Y.S. w%% - ,mlc Mx7T �_. J , I I PCON O. D.D. w,l ,/r MN THREADED - PENETPA710N AT �/O�q MIDWIDrH OF PLANET �J MI M - cow I CANT. EO !-ipKJ/1'SS. Y.S. W/ E, •: t/IY 3/32-WINS. Y.S. W/ -7/e••43/3Y WI1r NUT WASHE J/3Y WING NUT 7: 6'! a 3/31' WING IAa ! "6'r . s/]Y WING MASER a 12 1/2' O.C. I. WASHER • 1T 1/:' O.C. � I Nl/T wA5Mp1 O !.. _ , W'• TAPCON • 6' O.C. WASHER (BEYOND) (4'! TAPCOM Big ' O.c. ! : , SH TAPCON 0 6' O.C. §TA6oETLED w/ ro) OF 1� TON AT YIO'ROTH ST1A TON Ar STUD) TIN OF PLATE 11_ 'AM DATE +E.IIWI" DUTi k. 2 4' WOW PLA'E 7 ,4' WOW PLATE a -I •'a.PED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALLQN WA L MOUNTING INSTALLATION ALTERNATIYE 7AW O REGULAR PANEL AIMRNATIVE 78W ALTERNATIVE 6AW AL ERNAIIYE _EQw' SCALE 3/8 -1 0 LIFE SAFETY PANEL -REGULAR PANEL O LIFE SAFETY PANEL , wIw SCALE 9 ��P.a. TitT✓ CENT• ..9 t. INSTA;u!o4s ARIL ONLY vALD Foa BUILDINGSWITH As.o. OCSIGN LOADS � J s FLORIDA BUILDING COOS (High Velocity Hurricane Iona w To .ssa. -72.0 P6F AND PANEL'S LENGTH UP To e'-li. 2. FOR NEW WOOD FRAM CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN PINE NO, 2. w/ SPECIFIC DENSITY a o.ss OR EOL1AL TT N0.4 ":'• Fia F o �' =�'` � I 20 GAGE GALVANIZED STEEL STORM PANEL �' �.. COMPONENTS FOR SERIES 2000 do 1000 E-Z HANG STORM PANELS (SCALE 1/2-,, - -- 2.391' -- - (TOTAL w10TN)._ -. ____ - -. - ..2.250• _-----tI.500' (EFFEC7NE WIDTH) � I .�1.]50' - ----1350'-- - t.JSO•.-. ;\)-SODTm Jyp'„C�• iN. r OO,8' Yel- THICK HEMMED 3,500' 2'24t' •/ �M ��j�e 1 '! � 2.887• GALVANIZED STEEL 2. i '4af'l -.r HEMMED � ASTA-es3 � EDGE LgFOAM 90 YNWUM DETAI dJ • .!.�J ''L' c-ao GKV �lAl A 4B.B , 1 ---------- __. ________ 01 STORM PANEL PANF1'S END LW " w/ HEMMED EDGE. � .J - +-Pew --I 'M :E0.08' `� 25D' ISOMERIC VIEW DETAIL AVIEW D��L A ROUNDED CORNER O ENDS OF PANEL'S END UP W/ HEMMED EDGE. (N.T.S) 125' iI n I� (•-3' Max -•-R O7 3"x3"{Max) ALUM, ANGLE •�R T?3• H��. z.ao' - O REVERSED "h" TRACK . T 1 A13'. 1- .ITS• $ ti I 3.750' 9 2.000' (__ 4� `,►' .TRACK OS 1 PANI1 4 VFIOE ER W61-TS Alum. ALLOY V - 7S0' .m, (Y7p.) 1_ - ® STOP BAR il• LONG '063-TS Aum, ALLOY 1EF A:.FIL✓J� i• No.44167 •: = Tt z - mmo n,tta K y •- A1E OF � �`Fss' NAt"`E� IL ECOLNN: '"" IIIII,NIII � ,wr t�rwo a [MYo�neNp�eown PE YM/99HNTUAE/DAIF -aW�A °n 6e'i Pr "- -2.59t 2.2 fpY�" t I TYR. 2 SOC 2.2a4• -2.470' 'DSO• O REVERSED "U" TRACK .ITS' T.000' •25- © 2*x5"( axj ALUM, ANGLE 20 GAGE GALVANIZED STEEL STORY PANEL ram' oRRw er ABAL PROTECTION PRODUCTS, LLC. ae96 sw. s, sln[[T wHONr (esa)er-»u, rr.� f•e+)er-em - 20-1296 TO-176 ORrwrH9 Ma vann ab _ _ _ INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1 4' TAPCDR ANCHORS/4* TAPCON ANCHORS , K' TAPCON NICHORS I, 4, iAPcON ANCHoPS C 9'O.C. 0III" o.C, a 9. cc, 09'OC POURED CONCRETE POURED CONCRETE POURED CONCRETE PARR® CONCRETE OR CONCRETE CR CONCRETE OR CONCRETE � OR CONCRETE flLOCK REQUIRED BLOCK REQUIRED 1 _.. BLOCK AEOURREO ' BLOCK REOUIREO ' - MIpK. {Naa. IPA. � tAgK ' 1 I eAe m 1- 3' o I r. uAs fea A I u'9Ues fffi 10 I 1 ll I alu (m tY I E%Sn ' - - •may � � -J �r N�-,1 1 [X671N� 1 e: 6 bi 1 I t ED •.. -- CD ED• I � E.O• � -iCO l 11'►-TTno/tS.S. U.S W/ ex /12• W91D NUT wASNOt /74'e-20aY5 { , a3�,. U.S. ill/It �/8•hT/J2 wNt NUT WASHER �7/8-o . 3/32 WING NUT /'� \'Ml �eY - 3/32• WING a 12 1/Y O.C. (BEYOND) �o.IL CCtoownn, WASHER a 12 1/2" O.C. CmRI NUT WASHER (BEYOND) - 114' TAPCON ANCHORS _. -1 ,� a' TAF'CON ANCHORS 1 4 TAPCON ANCHORS 1 a' TAPCON O 4 1/2' OC. (STAGGERED w/ STUD) 4 I/Y O.0 (STAGGERED W/ STUD) 4 I/Y O.C. e 4 1/2' O.C. POURED CONCRETE POURED CONCRETE "OURED CONCRETE POURED CONCRETE OR CONCRETE BLOC Y. OR CONCRETE BLOC. OR CONCRETE BLOCK OR CONCRETE BLOCK REOUwED WALL MOUNTING INSTALLATION REOUIREO WALL MOUNTING INSTALLATION 'EOU'MRED WALL INSTALLATION REOLARED 5fQ_TIQN 3A CIiQjJ _j� MOUNTING WALL SECTION 4A MOUNTING INSTALLATION SE_QTIOL 42 ILBLQJjLYR PANEL O LIFE SAFETY PANEL O REGULAR PANEL A. _61EE�AELLY. PANEL SCALE 3/8'"t' SCALE 3/8•"I' SCALE 1/8'-I- SCALE 3/8••'- SEE SHEET I It A 20 FOR ANCHORS 179E a ANCHOR Tn9 'wmle ,,ppllllllll I sPKtNc roR INSTNLATgNs erto NewNew`�� A: TICL, ... FRAME BULDNG, YIS MOeI eANWI. OU s .'AInRVY ANpHDR SPIdrNn3 EDGE SANC[ ARE am4wrEAnNON ,rTMHY1SRM • c,Iaw. s SCHEDLE iED. 1Y35 TID Al«e. �Z.QV'; • ,•JCENSF er DJ 3 Sc,EgAL REDUCE ANCHOR SPKRO BY 1th WAYNG SPACING SHOWN ON SCHEDULEIalMa Ea Ow Now* Now - NO. 41 IN THE rOuN•NG orACIpAi. FOR iM5 � • DNAAKPN POSSIBLE REDUCED 9PAewc oewlaD USING FACTOR !INNL NDi I ,/2• -- - - = ULST TE DF DE uas TINN uw•Htw SPACING wDXArIo , m =•Qy rpl EACH ANCWR TYPE ON T,aS SCHEDULE ' '�i'Q• fL RAC NAB "h/l11 IMIIINt FLORIDA - IIL�NC TtIAIT TESrRq a OMIH[[PPiG LOY� '%°.�`n„i 9; nymr -.,.eeG,-OflDlr V e. BUILDING CODE (Nigh V010611y Hill 20 GAGE GALVANIZED STEEL STORY PANEL cone Zon rP GLOBAL PROTECTION PRODUCTS, LLC. a600 Sr St STREfl f"YC rL ]]Sf FNme: (9sa)e�-7au. rAx: (w.>aec-rn7 E(`�-- •C' � SFAL/Y°N+YJId/D,R - -176 20 176 ORNwIG W se .i... w. _ Nw INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES i1/4•0 TAPCON O 6- O.C. W/1 1 2• MIN. THREADEDP TION AT WOOD HEADER 1 y/ I t 2 '\ WOOD MIEMOR to, REQUIREID Lf LJ � ' Ir„ sFPNMTXKH i, ro oLAes 7' �Mw (Y[ scHawl[ aN 5>4IT +6) PIE[ LENGTH (SITE NOTE 1 BEIDW) I I ED ' I � EA Y \ I 2"H' MOOD. RAtt lJa'e • 3/12' WING NUT R£WYED WA9MER 05 IOC, 114-10 PANEUMTE PLUS e 6 t/4. 0.0. W/+ i%a 'I YIN. THREADED ERNTKw AT ItlDwg7N OF PATE WALL MOUNTING INSTALLATION - LTERNATIYE _8AW O REGULAR PANEL SCALE 1/8"-1" t. INSTALLATIONS ARE ONLY VALID FOPBUILDINGSw A5.0. DESIGN LORDS UP TO 455.5. -72.0 PSI AND PANELS LENGTH UP roe'-e'. 2. FOR NEW WOOD FRAME CONSTRUCTION. WOW MEMBERS TO BE SOUTHERN PINE N0. 2. w/ SPEOFIC DENSITY OF 0.55 OR rOUAL 1/4'• TAPCON 0 6' O.0 '\ II W/t 1/2" YIN, THREADED PE'NETRlT1ON AT WOOD I ;/ MILDER w000 `EAGER .000 E Yin Q1 L_I i CD WIT. �PrII.,TIOM i _ TO glSi _ E%STING OR SCH ULLE BMW )1e i LASS PANEL LENGTH t/a'•-TOA7' i (SEE NOTE t BELOW) S.S. Y.S. W/ NYNGaNUT3/�• I i 1 6" 1 I I 'I_ I r a• EtD. ` Z•r4• ,ItOW putt 7/6 '0 a 3/12' WING NUT REOLA ED - WASHER a (BEYOND) /1t-10 PMIELIM7E PLUS e e tp• o.c. W I i%e' YIN, THREADED TION AT MtO1M1D74 Of PLATE WALL MOUNTING INSTALLATION 11TiL(j'"49, ALTERNATIVE aft O LIFE SAFETY PANEL \DEN SCALE 3/8'"t" FLORIDA BUILDING CODE (High Velocity Hurricane tons • ND 44167 * z °0 n1QQ "� 20 GAGE GALVANIZED STEEL STORY PANEL ln.-. o'•. S ATE DF - GLOBAL PROTECTION PRODUCTS, LLC. °' a�O10 ' y .-• � %O�. •.. : >xLn r[srwa i-a`alwcciiWc-wYPANr �ooGw%Wii's33T _ . F � PHIOXC: (9°.)es9-)s4s. FAc M9)/ea6T9) 2D L 76 �IS'S/ N••••fG •...iX•ib`,ae"w•nwlm,wt a ,mow NTH.. 'r'lirr IIH1111e 5t4/40HMIaRE/DArz u-000°),9 � rALI[A A R111 � WQT F9 Or ri 3'/24 B (sEr MIOT[ 2 6ELDIN ,' 24 4' 24 4 W/ M W/o ® • (D tMx TOT[ 2 Ulm 2'/24 ► I' 24 ► d S Fta," SM.S / / 3' Y,Ix. / PgAT I2AEL (9EE Nc[ s enolh hID FOR CONCRETE ANCHM. eEE mlaxa nloNyo « I-li BC10iLLWE° ONFOR .ame�EW '' NYH. (SEE SrNE,)IAE ON SHEET r6) 0. 9 ,.USA, 1. „� AT 2 EMD26 SYS ZE END O<(� V2• ��' __T ,n•-• -I (A X 1• n __,_'1-t_1'1'Y..'F_ -T'�T_t-" . _4- _.i •_- 60 < 'L• Abe 1WIR) (eRE160R FWl.0 (IREWOe PANEL) (RNIGIIR RAN[L) NOTE2. (END PMND.) AN[L) (MOTOR PYVEL) (IMIa11OR PANEL) (EMD =H Bf,E NM z J. 1 9eJY I � I NOTE 2. ].. FLOW SEE 3. 4 FgLE . 6EE NtllEl 2. .BELOW 1 • RID PANELS .S, 0.Tm PANELS IS a}- /a' ANSI W/ . 1(A e6-' 2�0 OVERLAP w < v -fl -I t ex 4 (TWA.) SEE TAME 4 6EEOW V • • 6FE MOR ]I • CON,• - 9c,�tA'FDEON SHEETTE ANCHORS 25, TOR ROOOsmSCI[W:NLD,I - -. _ _ (PMIEIANTE MYpElM91p TEDT ,� IY 1 t/'!' ATL CMO PN415' 1' 11n. :FH NO`E 1 SEE 4[CIIOMS W SHOP 26 NIF71101t PANELS W I Jw OO as OO "/ OR A/•'l:!' OO IY • LAST PNNEL 1 TO BE .STALLED AT EACH • PANEL (ti LAST TO WE NSIN.LED AT EALII OPOmWG gy�Q K1AYS K PROYOED W/ OPINING SMALL ALWAYS BE FRONDED W/REAR HANDLE TO FACILITATE NSTNI I& TYPICAL ELEVATION SE�IES 2000 REAR HMOLE in FACLnATI NSTM HOWTYPICALV R INTENDED TO BE METALLED FROM E-Z HANG STORM PANEL�SYSTE� . Wrnam ro eE PSAUED RAM NSIDE Or STRUCTURE WSW OF STRUCTURE. - SrANL !/7M' - t• SAYE LSJ• . 1' r,/.- Yv. GP „4• Ne.. DAP -i- SECTION A -A SECTION B-B �L 9rXF 3/JY - 1' A�TjF� SCALE 3/]Y - ,' (1). DEFINITION OF SERIFS 1000. E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL TIDIES": f��ool,+,l TRACKS AT TOP A PANFJA4AlE PLUS OR 15' LONG RI (t). DEFINITION DE SEES 2000. E Z MIND STORM PANEL SYSTEM CONSISTING OF PANEL• (SAT BOTTOM W/ PANELMATES. Cont. TRACKS TOP a BOTTOM. (2), END PANELS SHALL, ALWAYS BE CONNECTED TO E)D£DNG 5111 WALL BY MEANS OF (2). j�ND PANELS SMALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR PANELMATIS OR, G USED ' W/ IS" LONG '(YL)F TRACK AT BOTTOM, END PANELS U SMALL BE FRONDED AT TOP Of $UCH PANELS. SHALL RE CONNECTED TO W/ 1 4'e-TOx3/4 S W/ NC12' WING NUT OR 1/4.6-20x3 Yin. 1HVN85CREW WINO TAPPED il(EkCEPI AS (3). IF END PMIELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMIALL CONSIST OF DESCRIBED ON NOTE (3) OWE. 1/4'•-20a3/4' Y.S. W/ 7/8'•r3/32• WING NUT OR 1/4.6.3/4' Min. THUMBSCREW INTO TAPPEDBOTTOM TRACK- LOCATION OF FASTENERS MAY Bd AT EITHER OF Two (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15' LONG 1 (2� AT EXTERIOR FLAT FLANGES OF END PANEL AOTTOM BUT END PANELS ME NOT CONNECTED TO BOTTOM TRACK 2 A STOP BAR V �L BE PROVIDED AT TOP OF SUCH PANELS. TAIL N CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TACK (;,P A STOP BAR (4)- FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY IS ONLY USED AT TOP) AT LF/ST TWO PANELS S1NLL BE CONNECTED TO BOTTOM TRACK MOUNTED TO E%STING SILL WALL BE,MUMS Or PANELMAlES, ONE RRERMM PANEL L151NG SPECS INDICATED ON NOTE (]) ABOVE. IN SUCH CASE, CONNECTION OF PANELS NAY BE USED JOINTLY W/ TRACK (2) AT BOTTOM ATTACHING 80TTp1 TRAGIC TO WALL TO BOTTOM TRACK MAY OCCUR A7 ANY PANEL lDGT10N. W/ TWO PµELMMATES FOLOWING SPACING SHOWN ON ELEVATION AND W/ /V 1 12' (5). SEE SECTION 1', 1' k 4' ON SHEET 21. SEE ANCHOR SCHEDULE ON SHEET 25. NOT EDGE DISTANCE. FOR THIS GS� INTERIOR PANEL USED J0.(TLY w/ (2) OSTA AINIIMIHIYII NOT NEED TO JA CONNECTED 2 BY ANY MEANS. TRACK 2 SMALL BE INSTALED `MARL A. Ti " SUCH THAT ADJACENT PANELS ( E LEFT tr RMAR SIDE OF R PANEL) HAVE (T �L/j✓i"4 THUR OVERLAPS RETAINED 8Y �. N,N`���A••,,,, y�?.-•'\.\CENS '••.9 .- FLORIDA BUILDING CODE (Nigh Veloalty Hurricone Zon6) N0.4 167_ ZO CAGE GALVANIZED STEEL STORM PANEL * ¢ STAT OF GLOBAL PROTECTION PRODUCTS, LLC. I LT_i E C O LNG. -�/ F P •. NeOD ].W 6, s,la[, CO 10 WIT TE9Ta p� ,Hc ca NrANr o c, n 3sT,. • �a 9Nooa n vIr PHHOME: (9SaM69-n46. rAz (v6.Xec-a>9) 20-176 ' 1 �_•"' frNAMO N•: "VISION 11 p\N E SVa/SOI«iUE/O,R ,M,TER A TILL T'A.. P.F. aD ,r-w Ii.ix. INt ) 040 23 9r N INSTALLATION__DETAILS FOR_ OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES )APCON ANCHORS 1. K' 7APCON ANCHORS a 9. O.C. 0 9. O.C. POURED CONCRETE POURED CONCRETE OR CONCPETE BLDCK OR CONCRETE BLOCK REQUIRED _ _ _ REOIKRED t 1 _; - I{ MPF i M9}, I ED4 E.O.• I H 1 1 9W8 Iffi ID `+ c I 'ei Ixi6'SM(S6 ,� �-+' •• r- 1CIrD.aL d - � - « 1 Ff: Wpm 'P,• ExISn � EX15T11((j-j G1A55 I I I I � � CLASS r __- I I i ,�' � .;}._._._ F V� , ; ol°y aovr I t 1 F . I � I 1 I '. ED.• � ; ED.a i 14-TOY 32' W E PLUS W/ " NUT WASHER O 6 1/4' O.C. POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL M0NIINSJN5TALLATION SECTION 5A O REGULAR PANEL SCALE 3/8'-1' SEE SHEET 104 20 FOR ANCHORS TYPE a AIM= IYR tN•. �3 t/a•. li/41MTE.- vN roR wsTAwrlp6 Iro rooFRAMEeLMLIXNG. _ rw YOgR e'.w py J FR'K:NG rww wNCKW AN SPK,MLS D Y E])GE pSTANCE ARE wI Cs t iM6WNYY r•91 rwAKu GwwY O,) 3 ° SCHEDULE TOR E D LESS THAN wOXAiED Y1[DIAL REDIKE ANCHOR 4PKING I!r /LTIII FAOMpLtOeLf) N101011 INUKrIPLrAt SPKrNG sHOFN o4SCHEDULE BY T1HE r0LLD4wG rwCrDlts. FOP L1P[IUn1N TO SE PossleLE. REDuttD � In' ys _ v4c:Nc DewNrD usaNc FACTOR sMW4L NDT WE LESS t,MN YNMW SPKNO wpLA1En roa EACH .Nc.c• TYPE aH Has stxnlu _.. r Ilt*# A 32' *NO PLUS W/ /ev . ]/32' Ww0 NUT IWA41Ef1 (BEYOND) POURED CONCRETE OR CONCRETE BLOB( REQUIRED WALL MOUNTING INSTALLATION SECTION 58 O LIFE SAFETY PANEL SCALE 3/8'-I" a1�P�'•uCENSF ���f •` ND.44167 �. ,I. YAL/mme IUN/GR FLORIDA BUILDING CODE (Nigh Velocity Hurrlcone Zone o2o2e nrzoo. "`_ 20 GAGE GALVANIZED STEEL STORM PANEL f ° D.:: BY. 01 GLOBAL PROTECTION PRODUCTS, LLC. bDp S w !, S,A[ET Dmc. 2 w1a arz'�0 woe [NeNrE16No eorun 20-176 r s •-«v. nKa . n n. G-0pp6)t9 Rlrac f9a.)ts9-)sw, Svc. (ra.H99-e>9) RLFWn10 Ib. N211 A R:LB r P [ I) ^-'« aHlQi ,a or a GENERAL NOTES: VALID E-Z HANG STORM PANEL SYSTEM 1. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPUANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE ID 8 PµELMATE PLUS INTD CONCRETE ACCORDANCE WITH THE 2020 (70 EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL BE 1 1/'- DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE, B.2) MINIMUM EMBEDMENT OF 1/4'! X 7/9- CALK -IN ANCHORS $HALL BE IS 7/8- INTO CONCRETE, FOR A WIND SPEED AS REWIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED FOR A DIRECTIONALITY FACTOR Kd-0.85. USING ASCE 7-16 AND SMALL NOT EXCEED THE MAXIMUM (A-S.D.) 1/4' 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 t 26. ENGAGE 3/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-16 SMALL BE FIRST REDUCED TO A.&D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 9.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, TO COMPARE THESE W/ MAX. (AS.0) DESIGN PRESSURE RATNGS INDICATED ON SHEETS 25 & 26. ANCHORS SIAIL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND IN 8.2). N ORDER TO VERIFY THAT COMPONENTS µ0 ANCHORSUSE ON THIS P.E.O. TESTED WERE NOT OVER STRESSED. A 137E INCREASE IN AVOWABLE STRESS FOR WIND LOADS WAS NU USED w THEIR ANALYSIS. FASTENERS SPICING TO IY000 HAS BEEN SI DETERMINED IN ACCORDANCE WITH N.D.S. 2015. (C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIEDIN ACCORDANCE M SECTION1628 OF MANUFACTURER. THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT / 2032. AS PROTOCOLS 7AS-201, 11 IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203. IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE . THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK 1. THIS SYSTEM HAS BEEN DESIGNED 70 BE INSTALLED ON THE OUTSIDE Of THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUIDINGS. INSIDE W/O THE USE OF A UDDER OR LIFT. THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTwuGuS FROM THE INSIDE OF STRUCTURE. CONTACT WITH MC BUILDING TO PREVENT WIND/RNN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. RI 1 1. SERIES D00 INSTALLATION 5 APPLICABLE TO SINGLE AND H WI DOUBLE LING STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE Or STRUCTURE. 13 S70RM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUIL.OINC AND ZONING 4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS SE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. INSTALLATION S REWIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS. INC. E - 2 HANG STORM PANEL SYSTEM" IS PffW PDMW. 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (0) THIS PRODUCT EVALUATION DOCUMENT (P E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE 8. ALL ALUMINUM SHEET PETAL USED A7 CLOSURES SHALL HAVE 3105-0,114 ALLOY. INFORMATION FOR A SITE SPEC" PROJECT; i.4. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL, ASTM A-653 GRADE 50 M(n., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- 58.5 bi (AFTER ROLL.ED), THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 8. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON (c) THIS PRODUCT EVALUATION DOCUMENT WTU BE CONSIDERED INVALID IF MODIFIED. 50018 W/ SO bi YIELD STRENGTH AND 90 4•i TENSILE STRENGTH At SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3,14. (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL, WITH 36 Ka; MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RE 0. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SMALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW FXIS POURED A TO _TNC POURED _- CONCRETE: () (a) 1H5 P.E.O. SHALL BEAR THE DATE AND ORDINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of - 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY I.TW. BULDEX. INC. (MIN. Yc-3192 c.A.) RECORD THAT PREPARED ET - 1/4- • X 7 - -IN T / /8 CALK ANCHORS. AS MANUFACTURED BY DEWAL INC. (YIN. 1'c-3000 p.•.I.) /I4-10 PANEL MATE FEMALE 10 A PµELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION MANUFACTUREDCTS. 18. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH 5ECTIDN 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SMALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17D9.9.2 Or THE FLORIDA BUILDING CODE. A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SK41L BE 1 3/4- AND 2- FOR PµELMATE FEMALE 10 k PANELWTE PLUS. A2) MINIMUM EMBEDMENT OF 1/4.0 X 7/6' CALK -IN ANCHORS SMALL BE IS 7/8- INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MA'ERAL SMALL BE PERMITTED. 1/4 SIDEWALK DOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4'INTO ANCHORS. *ppNHNN,N,I"Yr �V%Ea A. TI(L/T A1) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON 'HIE EXISTING WALL OR FLOOR, �: • ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MENfINEO IN AI) AND IN A2). raT �,\CENSF' :'�9''' e L No. •i (B) TO FxlSiwG CDNERETE BLOCK S&L - 1/4' I TAPCON ANCHORS AS MANUFACTURED BY ITIN. BAILEE%, INC. ir4167 7t- FLORIDA BUILDING CODE (High Velocity NUT one Zone - 1/4' • X 7/5' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (R•m-15C0 p.. - /14-10 PANELMATE FEMALE ID AND PµELELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION 0110AWK By TO CAGE GALVANIZED STEEL STORY PANEL SIN TALLATiON _QgIAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM �ANEL_t'INTO POURED CONCRETE OR CONCRETE BLOCK .owm r4YaK,L B 4 ["z _ ---•® XbN 64Y1 CPKr.HTF „OURS a Pin'C01M1` --tn. socaiF1QO SH[Ir }�) r9L/Im �.-co--•._ � 4 e„ /�/ Y/62'W r Wo. wWp MILT OG roan ��q 5 W,Oa,S R°"'®� ---E y �« •"•� _ AcroO,c�Hr�rL\\\ � I �-T tm� � iro4"orA� Nos � L I19W Qovl ; ; 1 W/ urc Inn • o�- 1 7 Ipop Y � I 11 1 � WHIT • IAIOOM L I 1 1 WITH¢ wr ., nc I S 1 I Ar 1 1 •r 'A 1 I 1 iY- --. -- ILa eWeC1X�r'AL2e j 1 MDR r4 ( tRAIAIp ro alga , ; 2oJ/.• 7/6 •.s/s-'/ wec N o l a s1�¢T�n j E I- FIR,YID. rprMTeN ' f SCALW r` a• ; No NII� ; )/6 .s sY M DUNG Nt� e R SEF SOMA[ 1 t 4YKW/a' I ^roR� �nn»ATXY I li rA'EW ./ J � T/6Y,2/Ti' i � toau[ j env-:4.1/.• W I-rOIR IPn � I )jam v/ y' ro I a.1va 1 Haw wu,Io 91 I , ; LKRF Q4RW 1 ; 1 OYaAM ro WA55. I 1 Rrlc All ( , � I 1 , � � '� �qq � 1 � p ji>/■7•"'-s/v�.'�wc � � b r W I I 3 1 I r r 1 I C IYrte Yoc �■ 1 g 1 i IaIA1la/ - -- YW4' YA ' ( ':Av,>/•y- alw aloLDan �y ♦AYII•SR , ) 4iuL ISQ sGLOVU 1 ») .. , , ,/aYr4ya' WS @ R «' wMwp,�-Ro--•-ro--- Y T/6v..T/x 9.e ma ca,IOYrz IAn M 1 <v-��/,• YmMm '- t/�Ym,s� - l _ • p„_. 6 W/)/6'rw>7' ' - wW wr al � �^ M 1/4Y]O]/4• EO in moor AlooRs7 ' �sl� - -- (tar eom4[ -- � -_ -.- � .. rNtYrD /' ,� (fd � . Laa[ n c� nuMriO a sHtti ,� Ems/ /NY20.J/,' ' ils :/r/r.�/a• Lu � ' � � ox mHm a) I WALL AND DIRECT MOUNTING INST, cancan[ NlnaHe _ , a NAe ss) farWt sacaAa --;.D (♦A C°xlxnv.) Barr �J F, \\// WALL_RQViT1NG INST' SECTION 2' rn SECTION i' 0 SCALE 3/8-1• FLOOR TO CEWNG MOUNTING INST, G INST. I/8-,* 9a.LE (ys t rPsa c:s.PnBr( nENR($TE:s7E)s LpEPapAS4 6aTw6Io49 C/4 (6�/6pr6)r4D.a X PNO . , a ® SECTION 3' SCALE °�P:��S«aEN:N.hrsi�h4F1'h• a rAtA NjDCS)Fiwm'aN°M�U.n ,t�¢pW [a .Ttx6mO T •N•�'uuPuCl ih l'�'•4i �.`S.1 gO L-,•- -- 0 rIssIwLARI[" 5Y5-0J COMe,ED I4 ANY rAr �0 - z '- FLORIDA BUILDING CODE (High Velocity Nu cone Lone © SLKi ANt RI51A1J1T10I1. r •2a» nwm ac •o' STATE OF �Q = p0'• 20 GAGE GALVANIZED STEEL STORM PANEL oA''YPi"er: pEIA1L1 SCARE: t/2' " 1' �� rn [txx osrN4a (� F �' - sHFn »i < _. 'c I �NA, _�r_''"C`S� - : '/i/Oy�yDNaMi � � i L E C O ENS GLOBAL PROTECTION PRODUCTS, U.C. s W st mcn IMa: d'J T4AR T[6TYM a CtAVM1Y DWSC R 3U14 20-176 P.E. S[rL/wOIATIIAC/DATE wKl[R w TIILR A, E n t i MIT w NIr „ N O r- rn > O U O >_ 0 O W Q O -L- O O � � O � (13 O O CV � O +_ > o L to/���/'� 0_ 0 ��• " �O ~ M U 00 Z. LL CN` O _M Y v \1 � C •N L C y � W ,�`- a a mry�{ J \V � ~ t O C O U _ a \ > J L 71 V to W W O U clu O W Z Z Q SHEET NO. SH 1.2 MAXIMUM A.S.D. DESIGN PRESSURE RATiNG_(D.6.f.) AND ORRESPONQ LNG MAX MUM PANEL LENGTH -L" SCHEDULE 4 FOR SERIES 1000/2000 E-Z HANG STORM PANEL A SYSTEM CVAUDONLY FOR PANEL T UVjL A:. SHEET 241. MAXIMUM AS-D. Mm P YINWIUM $EPARA710N PANEL APPLICABLE TC MlINC1� pa.r.) (SEE n ) TO GLASS CONDITION SECTIONS +66.0. -75.3 70. ON LESS 2 9/16' BOLTED • 1'. 2'. 3'. • 0 +88.0. -75.3 70' OR LESS 2 7/8' BW1ED • ♦' ! 4•W BOLTED W/ t/i 0-20.3/1- SS. M.S ! "PIGNUT AT OAERLM III.OA OF PAAIEL LENGTH MEASURED FROM BOTTOM ,F PANEL - --- AIMUM A.S.D. DESIQN RLS LRE RATING __cF•})AND CORRESPONDING MAX I�to M -AN SiiQB c e ) c LO -IXs- c IA S F L NT CONCRETE k CONCRETE BLOCK STRUCTURE PAGING SCHEDULE FOR INSTALLATIONS TK)N 1 0 CON TLR 0 NI . S• • 1 R L21_1 I' THP : ,I ''M . - ,.: J. Y i0A PA! I N .A A.IONS AS PC S _. �.5 - L �...,... r_. HAA mLiM MAIIMIAI AND40M SPACING FOR E. D. - 3 1/2' - APPLICABLE TO n. S D DESIGN; - EMAE O PELMATE PUS TAPGON6 OILKLNTE ENI PRESSURE-M M/Q ANY COMO TOON THEN MAXIMUM PANEL 104TH1 1• (AL) I, ") TO CONCRETEBLOCK, TO CoWcpw ECONCRETE BLOMa TO CONcWvrE BLOCK TO CONCRETE I 12' 1 N/A 12' N/A 12, NIA 12' N/A 1' ! 2' (TOP) 11' 3'4 to' 3• 5' 4' 5' 4' If36E$D000)+ 12' 3' 12' 5' 8' 6. 8' 6• 1' (BOTTOM) SERIES 1000 ++ N/A N/A N/A N/A N/A N/A 12 1/2' it' 2- (BOTTOM) 70' a66.0, -75.3 7' N/A 1 6 1/2- N/A I 4 1/2' I N/A 4 1/2- N/A 3- (TOP) OR LESS 12' N/A 12, N/A 9 1/2- N/A 9 1/2- N/A 3' (BORON) 12' N/A 12. N/A 1 12" N/A I ET N/A 1 4' (TOP) 12- r 12' 9 1/2' 12' it' 1 12' IT- I 4' (BOTTOM) W UNIFIED TO $8.0 VJ I. ALSO. DESIGN PRESSLRE RATING A SEE SHEET 26 FOR ANCHORS TYPE ! SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDING, EYLM ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ARE NO141TED ON IIHS SCHIDULE. FOR E 0 LESS THAN 1NOCATED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE W TIC FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSSiI REDUCED SPACING O8TmWCD USING FACTOR SHALL NOT 6E LESS THAN MN4,UM SPACING INDICATED FOR EACH ANCHOR TYPE AT .NCHIOWS LEGEND ANCHOR THE 1/4'• 1/4'• 1 I/4-• I/WEHlN,[ 1/41 TAPOII PANUMARE R 0M6-N - ANCH W ,PACW; 0.) 3 J1 3 2 to UANNm_ CWWI•u (ILL) ] a ] ) Rn w., "mlW.l, w lu) ) 1 3 ,/2 1 a ,/2 1 6CRAIL ED. Om 1111111111011130 mom I ,/I' - 21/r - - ID a• IRO - 'm.Y I, - ,p 0_1P.•'�\CENgLE '•... 4.'• N S TE OF *E G�O'..F RiDp` F �y'''FSS/ NAL�'�.a`'� '1'""'I 11'"fe AIE 1F1L/9'MTURE/wlE + I I REQUIRES MO.. ITES DISTANCE BETWEEN BOTTOM Of PANEL I -11/I ' Am 2� TO BE ,/2' 1/22 I at ++ REQUIRES MDISTANCE BETWEEN BOTTOM Of PANEL I AND ® TO BE 3/16' 1 _ _ 3/16• V, HOP. mono 9Llma NIL 20 GAGE GALVANIZED STEEL STORY PANEL l� o IL ECOING PROTECTION PRODUCTS, I.I.C.0711Im" 'ALE .aIM Se. s, STI `"N" a EN'RZER,nO Cp1PA1R MLC R. 4( 20-176 ,.,. - 4WelAA n AWe to PHONE: (ee.lon-te e, rut: (66N)seo-nvT ,/'rOMPONENTS FOR REGULAR LIFE SAFETY Sc E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-i') - 15.125- (TOTAL WIDTH) - - -- - - 1.t87' - -- __ .- _ 12.5W (EFFECTIVE 1OTN)_ _- - -___- -� 1.- '- 19J' I/4'4-20.J/.• , N.250' -.750'- SS SRN METED CL _ ___.-_B 1 4• I- 574- .t 25'_ _ TOANGLEANGLE 0 6 C. / (,1'P.)-- -_ r 1350• _� 6 100' '1B6'_ o• (WY 6E NEVOF9ED) . h 1.330•.^ - I.J50• -. •^. 1.350• '; . 1.1 THICK��1U � 3.375• 1 -�jT-- �1 I .250' 4IWED GA07LVANI m STEEL L/ I? �. ,`:� OB4' I.97,• .,e , I.SpO' j�� EDGE ASTI A653 IMP. D S• L EDC �J1 1.t25�4• GRADE 60 MINIMUM R.M.C. ,O-1 ' , G-6o GALv (---1.500"--1 .125' ' -OE7Al A K _ _ ________ .375'L_-_-.-�.)J T .. --1 (I)STORM PANEL _ O A- _ _ - 2.000 1350' �50 - DETAIL PANELS SHNl BE NST M ALWAYS - 2.387' - FROM FT w 1/2* LEG SIDE OF PA 2O "H" HEADER (3) "F" TRACK (4) ANGLE WiTH STU. END AT LLV EL TIF TOP EDGE PANEL S END UP - • � aN+KI CKv�� STEEL o..TO W/ IL710ED fOY,Y. I 'r . PANEL t0.05' - W Atl I _�. '_4 � • w oa7s' *�,o'• \�250• -- , w7• 6.62 o627W- -- - (-- -N�'� 2-561' - -' -, 'N Caw 2aso' - Ic+ m 1 270 _"�rE' OR ETRIC VIEW DET III A "3ri `.::-I -, �. .0". .123' I 25on ROUNDED CORNER O ENDS OF PANEL'S - _ I - TILE .om' FIND LIP W( HEMMED EDGE. L �.- i--2.378' - --T- (N.T.S) .375' T`P. BOTTOM �QYAA& J I ' EDGE OF PANEL 2.5DD' N _ .09,. .� -% D67. �rF- �� SO J105-H154 ALUM ALLOY (�)KEY HOLE WASHER 3.750• 0 75D• KEY HOLE AT PANEL - JS0' - ( .072' ' . SEE SHEET 6 FOR MORIONAL 2124- - 750" - 613' LNITATIONS E SLEEVE LENGTH 5 I j', .D91• _ .125' OAY TIMID FOR OSTALUigNS INTO ® SLEEVE Z 1 /8" ° _ WOOD STRUCTURES' 1250' , 375 MAX. LENGTH . ,m- L,. L-21i� -- - I 1.000' - 3.000' 3.750' -.193• 2.000• R oAn' ,25' _ -.. 2.548' - L-.I 18•� (TVP•) 1 ,.OSO.O t- 1 750' 250' (7 fV, "H" HE♦DER a �" HEADER _ I (T"') i0 S• YI+ _ _ 1' YIN. ® SLEEVE 1 " MAX. - 2 ODO' - , LENGTH * t0 ANGLE H 11 "J" TRACK 1© PANEL HANGER 1 A,IA,F 3.000'----........... s74• - se4i--' �r-t6 ALLOY (1 1 /4" WIDE, __ ,WA•,�f�F A. Tf((/l - y2W' �,.`` , .••"""••, (USE ONLY FOR E-Z HANG STORM PANEL - 1' - 300p N i ? _, 1125. .SeO' 2Eit_ r N0.4416T = FLORIDA BUILDING CODE Non NI h Vdoci NuMcans Zone •-`MIT O ®MIN. ®' SD 1,000 + o»» nr¢a. INC. ',NY, 121' T}• }}• 1 a 24 GAGE GALVANIZED STEEL STORY PANELDRNKN 088" 1.2or , - - -�' STATE OF / - 2.000' - i (TYP) I I • I SEE SECTIONS - ION • s i)0 '•. f QP m/ri/2020 �.��' I L E C O GLOBAL PROTECTION PRODUCTS. LLC. , OAT` L'" ,�___ IMe. a`' TM. xDnNo a E STAW .2D4•�jl - 1r ,aM Mloa N W.F.W21 -17 • / 'A ,_,*-'NI•IA ,,.. Wl o._,Wi. : Del m-1M, PHOIW: (_)4N-A.6, TAX (,)a9 ." 20 5 i© BUILD -OUT "F" (4 BUILD -OUT "F" TRACK 15 & 5� WASHERED WINGNUT G-0006e"; P .�. - „ w TRACK ANGLE (ZAMAC 3 ALLOY) P C YX/MGw va W E wLIER A TX1 Y. e F - am 2' Ie CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUGH 10) EXISTING OURED CONCRETE REMINdi 11 1 1 1 g 1 E70291 G 1 1 1 I I 1 1 1 1 1 Lin SEPARATION 1 TO GLASS. ,(SEE SCHEDULE a ON SHEET 3) 1 G 1 1 1 B INSTALLATION DETAILS FOR REGULAR PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCAION ..-(SEE SCHEDULE ON EXISTING POUREC CONCRETE- SHEETS 9 THROUGH 10) OR CONCRETE BLOCK REOURED. ,�. _1 ALTERNATE LEG F• j 1/4' __TMAX. I l02AI'A � S NOUN W u UNIMH OCR "s") 1' MR.. 1 PANEL LENGTH (SEE SCHEDULE ON SHHEE, 3) so% Of 1' MAX. 13 12 1/2- O.C. A Of WALL OR SLAB T. CONDITION) CONCRETE ANCHORS (SEE SCHEDULE ON - ED.- SHEETS 9 THROUGH to CEILING AND FLOOR MOUNTING_ SECTION 4 SCAT 3/8-1• i (,� -, •,✓ - 1/. ■eD," tAL BaaW aR CONCRETE ANCHORS - _ _ /.•2 ,/2- s.3 Ms W/ wr •,2 /2'oc (SEE SCHEDLEE ON ,/r SHEETS 9 THROLIGH 10) I , 1 IY-241• ' E.D. I - - ;•L1EX IIv Inn �N9 Eb. a i I /' 1 1 TION ro GL/55. 1 I/.Y-2wU• (SEE SCHEDULE ON 1 l SHEET 31 b - � AumoaaA"P19 (IH Fw AVID 1' MCI. IHrDN owI Yfj PANEL LENGTH I - I (SEE SCHEDULE ={L., - I - i --- ON SHEET J) L,D. 1 . /2• _ _1 I I T CONCRETE ANCHORS ^ (SEE SCHEDULE Off N,t1V., SHEETS 9 THROUGH 10) E.D. . EDGE DISTANCE NOTE FOR COMBINATION OF SECTIONS: (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. BUILD -OUT MOUNTING SECTION 5 SCALE 3/8-1• 2I' ti. READ DOLTS . 4 I/A• O.C. EXISTING POURED CONCRETE - OR CONCRETE BLOCK REOURE➢. 1 CONCRII ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUGH INi- r--C ED. 1 "' L SEPARATION ro GLASS. (SEE SCHEDULE I ON SHEET 3) 1 ,r 1 EXKTI AI GLASS =.V1_ 1 E 0 SPACER . - LENC�H- `2 11 I1/1� MAX I I I I 1' top.. PANEL LENGTH I I (SEE SCHEDULE I ON SHEET 3 i /� FOR $PACER® I T1 k SCHEDULE ON SHEETS 1 •W . 3BL 0 SPACER g I{ a ILeast am rT-.i7 -r--T 5oR OF •L' MAX. CONCRETE ANCHORS I I (SEE SCHEDULE ON I SHEDS 9 THROUGH 10) I ® 2 1/8' LONG MAX NDMINUN F, FOR SPACERS O 6 1/4. OC. VALID ALL DESIGN LOADS AND PANEL EXISTING POURED CONCRETE LENGTHS PER SHEET S OR CONCRETE BLOCK R[OWRED 1' MAX LONG ALUMINUM SPACERS O 12 1/2. O.C. (SEE TABLE /1 ON SHEETS 9 ! 10.) WALL MOUNTING /DIRECT MOUNT W/SPACERS n OR " SCALE 3/8-1 �A'........, �•/,� I, s\: -`,VUNSF''H,9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone . - D. 44167 ': - . m02p nT[C4 e.0 4 GAGE GALVANIZED EL STORM PANEL 2 EO STEEL 11 OR10N ff * .o•. *` * STATE OEc,' Fi.OR10�','• -� -- IL ECOINc. GLOBAL PROTECTION PRODUCTS, LLC. IK S, ..JI R¢T D m/gem an. y9pr. L- L- rinnN U L � cuirof •. ,,.N�!ru !E H • N / . r _ AID .I 6 Mle r1�'awtiu r.. u01 W,-+.R wloc (tl.)oAMIL _ =1 (o64)N9-an7 20-175 OMe1a N. NNIII!ki71 /SOMWR[/Wrz rA-aoonfe TOUR A lRl,l }... PE - mw 5 OF to '' 1N�TALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL JI) INTO EXISTING WOOD STRUCTURES 1/4'4 LAC SCREWS 0 I. O.0 W/ --_. I I�. t/2• M-. TMREAOEO PENETRATION (3) MITI. 2•.4' NOC -� - _- I 1/4'• UG SEISMS • 6' OC. W/ TO EXISTING WOOD 1IFAOEl1. NEADk'il REWIRED t t/2' M:r, nR.S It PDIETRI I FLAT OR ON EDGE TO WOOD -- _ -\ EXISTING .ffAOER .I M. 4 Cw. { S S •uEND a' O _ J� �1 1, 1 I 11 C'A. #-I' S.Y.S. 0 ' �j}��jP�!• G END OF -✓11 (SEE OETALL T/24 . 1/l l-x(aIJ/.WJW[NMC�S. M/ NVNo il12 07R/6't 13JIa-22(A(YF ,A BE \ I 1/.'0 UG SCREWS • 6' O.C. W// 1/x' Yin THREADED PQETM7bM • MIDIWOTH Q< PLATE T SEWS 2000 OR (2) /,.-,o PANELJNIE PLUS W( I ] B• ton PENETRATKN • 12 0 SERE, 1000 WALL MOUNTING Ym O 2'..' ISO -n1T INSTALLATION , 0-" EDGE ALTERNATIVE 1'*W CONDITION t ANCHOR LOCATION SCALE 1/4' " V NOTE SHUTTER TRICKS NOT SHOWN FOR CLAF41Y PANELS INSTALLATION INTO POURED CONCRETE.-GDN_0UE BLOCK__&. ±= W SINGLE PANELS(1; UNRESTRANCO RING -I PANEL (y; TeAFAIrn AT ACM ALiQP OEL$OTT9M END WITH TRACKS M-it,- 0 ♦ a 49 D. M..O'O•( WITH TRACKS T2)OR ilI * DIRECT MOUNTED AT EACH END; /11 /-N ,-'.\ MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM A.S.D. PRESSURE RATING (P.eJ.) I. or -) CONCRETE ! WOOD INSTALLATIONS t L+ lr 20L0 fr-0' ,.-0' 250 12'-0- I t •-B' 30.0 1 f'-#' 10'-D' 40.0 t0=1' 9'-4• 410 D'-a, S'-D• sao 9'-,• 6'-4• SS.a 8'-r e•-o• Sao 8'-3- r-r 65.0 6'-0• .11. 70.0 r-e r-o 75.0 r-5• 0'-10• 6ao r-2- 6'-r 90.0 6'-9' 6'-2• no 6'-D. 9•-0• ,Colo 6'-31 5'-11' tmo 0--a' I s'-0' 110.0 - 3 _7' 1 ra0 - 3'-S I;" r--S' MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM A.S.D. PRESSURE RATING (P.J.) I+ N -) CONCRETE ! W000 + INSTALLATIONS 1 L4 Ir- I E; 141-4' IJ'_O' Zap 12--Io' If'-?, 30L0 II'-6' 10'-7, 310 10'-Io' 9'-D' 40.0 w-6' D'-2' 410 D'-1' 8'-7• 30.0 k-7• 6'_2 no 6'-J• r-9• AGO 6'-a- 7--3• no 7'-S• r-2' 70.0 r-31 6'-I1, 750 7'-2• 6'-S• Sao r-a. 6'-3' 83.0 1-0• 6'-3' 90.0 6'-9' 6'-1 • 910 6'-7• 3'-10' IoaO I 6'-J' 3'-r Inc 6'-J- I rao - I 710.6 MINIMUM SEPARATION TO GLASS SCHEDULE MAXIMUM ANEL LENGTH LENGTH W9IO SPEED C 170 m.p.n I WIND SPEED > 170 m.p h ('^) UNRESTRAINED RESI UNRESTRAINED I RESTRAINED 30 OR LESS 1• I. 6' 6 1/4' >33 TO 90 1' I . 1 1/2' 7 1/2- >90 TO 145 I 1' I. 7 1/2' 1 1/2- >145 TO led I• I' - I 7 1/2' umul lu PANEL I FIJIKI4 (Inl FOR ♦ GIVFN UOUNTING CONDITION 1.5ST tUD.S' TOP DIRECT T' •U• T. � •r' TRAOI MOUNT HEADER HEADER ANGLE TRACK • BOTTOM CLOSURES DIRECT YOUTH 16' 32' 32' SY 1. SO- SO' 4 1.5'xl.5' STUD ANGLE 35' 32' 32' 32' 42- m- j 36. 3 'rTRACK 55• .m.32- 42- 67• 60' 1 60- t W ' O CLOSURES ED. 32' 12' 38' 60' S0' S6' I W-D'T so 32 u. I 3a 6D' x se v' )OIU 1 1-o LAG W / SCREWS 0' O C 1 `/Y ton. ,ROARED PENETRATION 10 LlfSTRG W300 NEAOER V.•• 2D.3 .- Y-S Cent 718'.3 - WAG NUT • 12 O.G a- U,G SCREWS 0 5' CC N/ T<t/z' ton. THREADED PEN FOR ! 1 / 4 - f 14+1 S MS 0 G END OF Q TO EXISTING Wow NfADER -) O(SEE 4 cam f1..,• SM.S. I ; I. L: ORAL 1/2. A _!•Q1S_fF BEL9tr • FA fND DE ID I I 5 (SEE DETAIL 1124 4, - NOTE IA BELOW) HOOD HEWER RECLINED i I 5 m 7 "a' 4Ir, SEPAL z I T 77,//!�.-•-20.3/.• - � 10 GlAti u 3OEn DUNG NUT �/ I,!//W61G-P_2a3/.- 4 EVERY OVERLAP I LUt + AP - _ _ i gg tf �QgSQ R§ g I 9 Rg z D� �' � Ka r $ 3 co I gxx�SS r N 3 r i i3 pp11 33 X. •I 1 I i_1 I1 _�JB , I •-2D.1/.' M.S. _ C � W/4]//B-•a1/SY WNC , t�/B.•PII ! .' u5 w ( 1.250 TMABSCREW (SEE CR i//.-P- J i lI(11' NQIE �'' - 6 1/i -YS. w/ , /"- ,A BELOW) L %-,! CPm MNC MCAT 0 fY O.C. 1'. LAG SCREWS 6- C.C. W/ 1/4•. LAG SCREWS 0 a- O.C. w/ /2' • NM THAEADED PENETRATION Yv. (2 2'.4' ' 1/2' Wn THRfEAOFL PENETRATION Wow REQUIRED0 mENRO1H OFPLATE - tom 2'.i WOOD RAT PLATE REDUCED EUt OR ON ED" BUILD -OUT MOUNTING I A,CTA1 . AT1n,1 2/4 1, MAX ANCHORS (SEE SCHEDULE ON -I, MIL 1 -- SHEETS 9. 10 AT 1) O O rT-1-1-r r1-1-r-rT--1-r-rT I/4, 3/4, 4/5, 5/5 k 6/5 1 W/6, 2W/6, 3W/7 k 4W/7 J' MAX --_ _. -. _-_-T' MAX / O 0 r r1_-"T-r-r1-T-r-I I I _, 11 1 «L1,, LL11- J_1, !/1,�' Ll_L1_ 11 W 6 A - ��� - i - - -_�-___ 41 I r BOLTED PANELS W/ t u-20K I' (SEE SECTIONS S.S. M.S. BOLT W/ d0 EA OVERLAP APPLICABLE) ��l (1_ 1151 1 1 I) I �� J; - o f D.M..O.®' - - o' - -J I. -- o`- . - u -L__-- O OF I' MIN. - 1 /4, 3/4. 4/5, 5/5 k 6/5 } uw" 2/4 1 W/6, 2W/6, 3W/7 IT 4W/7 - --- - - ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 !1,) REGULAR STORM PANEL 1 ELEVATION 2.687' N.T.S I /1• Ym. GAP a (MN OVERLAP -I WiAE VALLEY) . MAX `"` TO SECTION A -A T�) HAS VICTIM (1) L MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE AiO DESIGN LOAD L MAX- ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE ASD. DESGN LOAD (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENGTH: GIVEN A POSITIVE A. DESIGN LOAD. DETERMINE MAOMIAI PANEL LENGTH 1.• FROM SCHEDULE GIVEN A NEGATIVE AI DESIGN LOW, DETERMINE MAXIMUM PANEL LENGTH %L FROM SCHEDULE FINAL MAXIMUM ALLOWABLE PANEL LENGTH Is EQUAL TO r1W 1990WM DETERMINED PANEL LENGTH BETWEEN 1+• AMC 1-•. (3) SEE SCHEDULE snow Fop MIN. PANEL LENGTH FOR POROSITY QUALIFICATION r INSTALLATIONS INTO WOOD ARE LIMITED TO N 95 P...r. MAX ALSO DESIGN PRESSURE RATING WTSE9. 10 4 ,1 FOR MAX. AS.D. DESIGN LOADS • MAX. PANEL LENGTHS FOR = EN SPACER IQ as USED FLORIDA BUILDING CODE Non High VelocityHu cans Zon, * : • . G yy - - r1A��(-�-- j'-4� '9r% G' 18 o2ole n1,IXu INc. I L E C O 1 N e- 24 GAGE GALVANIZED STEEL STORY PANEL ORY F.P. GLOBAL PROTECTION PRODUCTS, LLC. aID Sw51'R"I R 3331' P oa: {95+JBM-ie.e. FAX (PxpN-em e7/n/7m• a e -DMC An WMIR. 4.WIA n A1e :oPn`sn-,PN.F, aM m-IWI 20-175 INSTALLATION DETAILS FOR REGULAR PANEL 1 ) INTO WOOD STRUCTURES ton U -. r I - -- . - - I ' - I --' - - WOOD ANCHORS II. f- - m GLASS. i I _ (SEE SCHEDULE ON 1 /�� 1/" -ttn•' ) (SCE SCHEDULE I tS/sP.�-eDlt'�(t� 1 SHEET 11) - I `J I s HDI HGAo IOLTS 1 ON SHEET 3) 1 -A j 1 r� o e t/A- o c _ tta NIL PUEa -- WOOD HEADER / \\ '(? R WOOD ANCHORS I EXISTSING-,N - -_ _-- 1 PANEL LENGTH I/ REQUIRED '\ N' 1 I 1 I (SEE SCHEDULE -1� (SEE SCHEDULE ON N, I- -1-- ON SHEET I�FDR -11 'MAX' SHEET 11) - 601E SPACER -..„_ _-1`0� ._.:.. .i- L1/Y SPACER i {/��� OF j, Fk - LENGTH I 1 1 i 1 MOOD HEADS(( _ �, EOt 1 REQUIRED ,, I -----)1 /!,n ____ I I O E01 '--7-. I -._ L I _ 1- AMR. LONG ALUMINUM SPACERS 0112 1/2- I ( 1 O.C. (SEE TABLE %- ON SHEET 11.) 1 M F. 1 1 SEE NOTE •• BELOW FOt FOR I LIMITATIONS 1 1 1 O "- MAX. 1 /2' TONG REEVES. I 16,,. OCl/55 I I PANEL ENGTH LENGTH PANEL LHEDULE Ii (SEE SCNEWLF I (SEE SC1 1 (SEE SCHEDULE ON SHEET J 1 ON SHEET } � _ PANEL MATE CHEDUL ID OR PANEL MATE I ) ON SHEET 3) 1 1 ) I PLUS (SCE SCHEDULE ON SHEET li) 11/4�1p,,,• I I 1 a/' 38 EIJLIS W� , 1 T ... DAWN Sin I I 1 7 T. - P}A41 I SEPARATION I 1 EXISTING 1 I 11BotR X l-4-) EXISTING I TO GLASS. 1 2'.4' WOW -I_LSEE -1 . 1 I GLASSSCHEDULE. I � PLATE REWIRED * cuss I 1 I ; DN SHEET 3) 1 L'J DIRECT MOUNT W/ SPACER AA 1 I f -- _-_ 1. I IG I 1 ALTERNATIVE 2Wa I I I t , I 1 j _-14 SCALE 3/e-1' 1 SEE TABUS /1 ON SHEET 11 FOR MAX PANEL LENGTHS ! I O 12 1/2. O.C. _ I MAX ASD DESIGN LOADS FOR THIS INSTALLATION. 1 0�_ L ® LO _ 1 I I MI 1 ... �J - 3 4' 1 O 12 1/2' O.C, c0 -t EO 1 I WOOD ANCHORS * * tlQTL: E10 I I STAGGERED W/ STUD (SEE SCHEDULE ON SPAtp G WY BE t 1n' LONG E: ___._ ._ SHEET 11) (1) P4fA4 _ a LIMITED m A NNE STORY BUILDINGS WITH Is'-w �//`,,��11. 1 i *HOE � I FROM 2'.4' WOOD �/ p"A2LwN�"D HEp�ir c"OM"1RRxnY�.IpFwImRnIR9,TaN An CUTE REQUIRED WOOD ANCHORS I 1' ISH TEPARAION ro i w000 STAGGERED W/ STUD DGLASSINDICATED ,/.* (l _ _ PLATE RING NNW, VIT M (PANEL ,.1E FEMALE .0 OR ON l a ro 1/A• N !'.. (LATE REWIRED U) ANCP.Nm M SHALL BE (SEE SCHEDULE ON LONG As THE IOUDwIG CRr1Dn1DN6 ARE Pun wrz PLUS) vwL n sPAcm MAXIMUM AI 1 1/i O.C. G As FO mG CDt SHEET I1) COMPILED WOK S A A61PoLTgN FROM 12 1/I' QG. IPAONG ALLOWED 011 SHEET (I) YAIunM Aso GEsKN PI03mm SHEET e). I wTNG 6 .w. -45 P..1. (3) - 2. o PANEL LO`I•. IS UNITED TO N' IT ANY OPENING -j - _ -- - (1) I.uo11Uw STOW OANa LLNIGM 5 RESTRICTION FROM 1NICFR PANEL UNGTI' AMLWID ON WALL MOUNTING (DIRECT MOUNTSHEET 11) I n- WALL MOUNTING (3) STOW1 PA1a WNSTu,AroN s ONLY ALTERNATIVE 2W I (.) �'2LONG SPACER OF I EN usl,N� w INDICATED m 1 W INTO N 3anw 100D rTva.E rNl scA E 3/e-I WILD FR WHO ZOMIS 1 3 uo 3 AS /VERPD a As 11 ALTERNATIVE SCALE 3/8-1- 0) P6iAUTON MAID ONLY FOR WIND :I E- INS STANDARD AND THE N20 (nn (OFOR) OF THE FLORIDA Z0.6 t a• 3 PER AAS7N E I 611Y1)I19 ORE_ ITEM-M 01111UAP...111, �,, 1,,,A l - I- - ---'-- o!N ,;E-F.`....L,.(/lam 1147iS �; _\CEN'r •. L FLORIDA BUILDING CODE Non High Velocity Hurr)cane Zone), 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. - L RamO n1EN, INc r2. OF SECTION N0. 44 - HO,E FOR COMBINATION 1 6T 24 GAGE GALVANIZED STEEL STORM PAN DESIGN PRESSURE RATING (p. s.f) AND PAVED LENGTHS ' * * ; = EL ou101 9TI TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = * 'a,:, STATEOF�-= GLOBAL PROTECTION PRODUCTS, °' art3010 COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') _-:_-- (L ECO 116c. LLC. INSTAL -CATION. ' 'r GRID - SP S, STREET 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �' Ar ' / }' - � >-IOU A cN 17r,No IT . CAME. A3,. 'y , PRnx: rAs 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFlC h `S/Qy(pL- N "' °°o n ,w XWu eF. IMa (Pe.)W"-7sa (Ws.>em-enT P'1"'s '.W.•c w DENS(Y OF 0.55 OR EQUAL. b-N HATE _ A. TAUT INTER A k 1 44 7 MITT A w to f10160A Lk 4116 GENERAL NOTES Nun F1DR IY MV eAecTr ! _] IYYO _: .•u pAtl1 L . (C) 1. $TORN PANES SHOWN ON THIS PRODUCT EVALl1AT1ON OOCVYENT (PEO.) FITS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE _ 1/i • 7APLON ANCHORS, AS YNIUFACTVRED BY I.T.W. DUI{pE%, INC WITH THE 2020 (71N EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - it4_10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MUNI-DADE / BROMARD COUNTIES). - 1/4'• LAG SCREWS PER NOS DESIGN WI LOADS SHALL BE DETERMINE P N 1 F THE MENTIONED FOR WHO NO t 0 A5 PER 609 0 E ABOVE E OWED CODE BASIC - 7 16'• . s e' o BUSHING. DISTRIBUTED POINT w T WOO BU AS DIS 8' ED 8Y ALL P01 SERE BOLT ! SPECIALTY CO / / SPEED AS REQUIRED 8Y THE JURISDICTION WHERE $TOR4 PANEL 'MU BE INSTALLED, AND FOR A DNECTIONARtt FACTOR STORM ` K- I 7-1 AN N X THE MAXIMUM I N R TIN INDICATED D OATH. US2 A17, 8 D $HALL 0 EXCEED E MU LEAS O.) DESK PRESSURE RATINGS ON SHEETS C.1) MINIMUM THREADED PENETRATION INTO W000 OF TAPCON ANCHORS SHALL BE t 1/2' AND 2' FOR ELCO PAlELEAtE PLUS 4 1 17 I THRU 2 ! B AND PANELMALE FEMALE 10 IN N ORDER TO VERIFY ME ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-16 $atoll � FIRST REDUCED TO ALSO DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX (A.S.0) C 2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE NOW FRAME UNIT SHALL BE 1 1/2" NO THREADED I DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 ! 17. 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATXN N ORDER TO VERIFY THAT ANCHORS ON THIS PE.D. AS TESTED WERE NOT OVER STRESSED, A 332 INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS = USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD WAS BEEN DETERMINED IN C 3) MINIMUM EDGE DISTANCE OF LAC SCREWS, INTO WOOD SHALL BE AS INDICATED N THIS DRAWING ACCORDANCE WITH NOS 2018, STORY PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1609. 1.2 OF C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8•. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2• LONG UNiMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS {Oe14.01-01 AND /0219.02-09. AS SHOULD STUCCO EXIST. AND I• MINIMUM FOR WALLS WITH NO STUCCO. PER SSM 12-99 ! ASTY E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLOUGA REPORT /1123.01-10 AS PER IAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SECTION 1604 OF ME C 5) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING FLORIDA BUILDING CODE WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN C.1), C.2) ! C l) 2 ALL ALUMINUM EXTRUSIONS t0 BE 6063-T6 ALLOY AND TEMPER (UNLESS OTHERWSE NOTED). SEE SHEET 2 (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE RECOMMENDATIONS AND SPECFK:AIIONS OF THE ANCHOR'S MANUFACTURER 3. ALL ALUMINUM SKEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY 8. PANELS MAY ALSO BE INS'ALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH a (SHEETS 4 4. ALL STEEL SHEET METH PANELS SHALL HAVE STRUCTURAL DUALITY STEEL. ASTM A-653 GRADE 80 MINIMUM, G-60 GALVANIZED THROUGH 5) FXCFPT THAT HEADERS®!® SHALL. NOT BE USED. STEEL DESIGNATION W/FY- 922 kv (AFTER ROLLED). 9 IT SCULL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO BE 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS, SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOM FRAME BUIlD1NG<_. 50p18 W/ 50 kti YIELD STRENGTH AND 90 kn TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411 3 14 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90'. AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATNES 1W, 3W ! 4W ON SHEETS 4, 5, 6 & 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO 6 BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL. WITH 36 ksi MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WRH THE BUILDING TO PREVENT WINO/RAN INTRUSION. t0 EXISTING QU$Ep CONCRETE (A) p: - 1/4.0 TAPCON ANCHOR$ AS MANUFACTURED BY I.T.W. BUILOEX. INC. (Min. C-3192 III-.) 12. STORY PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRA'MNC PLUS MINI BUILDING AND ZONING REGULATIONS - 1/4' 0 . 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DENALI INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To - 1/IY , 3/4' SOL,D-SET ANCHORS, AS DISTRIBUTEC BY ALL POINT SCREW, BOLT ! SPECIALTY CO (ton. 10 13 (a) THIS PRODUCT EVALUATTON DOCUMENT (P.E.O.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES HOT PROVIDE INFORMATION LNTE ATE FEMALE 4) 8 PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS . FOR A SITE SPECIFIC PROJECT, - WHERE THE SITE CONDITIONS DEVIATE FROM THE P.EO. PANELMATE - /14-1AN[ - 1/4.0 ZINC HALIN ANCHORS, AS MANUFACTURED BY DEWALT. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION NCLUDING LIFE SAFETY OF THIS PRODUCT A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE I 3/4', 2- FOR ELCO PANELMATE AND BASED ON THIS PCD. PROVIDED RE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON FIRS DOCUMENT 1 3/4- FOR ZANAC NUIN ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFlED A2) CALX-IN A SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE POURED CONCRETE- NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' o-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, (o) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH W0.1 BECOME THE AND I' MINIMUM FOR WALLS WITH NOSTUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS PROPER USE Of THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER i0 THE P.E.D. ENGINEER. SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW- A3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHAD. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS W THIS P.EQ SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN At) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT (B) TQ,FrRT- CLvr_PcrF �q,AgKyi, C-90 14. SHUTTER MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE LOCATOR AT STORM _AsnI! - t/4' o TAPCON ANCHORS AS MANUFACTURED BY I I. W SLLLDEX, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE ONE LABEL - 1/4' • . 7/6• CALK-N ANCHORS. A$ MANUFACTUREDBY DEWALT, INC SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE FLORIDA &WILDING CODE. - 1/4.0 X 3/4• SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT ! SPECIALTY CO. - P14-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P V 111111/ - 1/4' 0 ZMAAC NAIUN ANCHORS, AS MANUFACTURED BY CEWALT, INC R A. T/" a �E,...:..,wr 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PAHELMArES AND ZAYAC NAILIN ANCHOR, INTO THE ✓ \A 9 FLORIDA BUILDING CODE Non High VelocityHurricane Zone ( BLOCK UNIT SHALL BE 1 1/1' r 9.2) CALK -IN ! SOUO-SEI ANCHORS SHALL BE EMBEDDED 7/8• INTO THE CONCRETE BLOCK UNIT, NO W,44 67 •. I 0.. nfaO' "G' 24 GAGE GALVANIZED STEEL STORY PANEL OR1111*WN , EXIST, STUCCO SHALL BE PERMITTED. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD 'T . 0 AND ,' MINIMUM FOR WALLS WITH NO STUCCO. i / n/'T/Am0 STATE F - ILL ECOINc GLOBAL PROTECTION PRODUCTS, LLC. D,R p � /.,�,, B.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR [,EFLQR) 4 - A-y IXL Nod EN'"O`""* maCO""= mow sAL"r� 13331' . T EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE WAIN STAUCIURF_ BERINO SIGH PA G\ a0` _P= 20-175 �S/OVAL U 14. 1.e - RMI n1_�_ wo[: (f6N)teo-aiN6. rAv. {w �eY_sTn ANCHORAGE SHAD. BE AS MENTIONED IN B.•) AND IN 82). N -^., PP p 9 G-w"I's AFFF//IIIIIII 1 N a E SVa/AOwnAI.-/MITE TWLIr WALTEP A .v., v2 n•ET 1 p 18 w T _ INSTALLATION DETAILS FOR REGULAR PANEL (i) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _. EQIISTING POURED CONCRETE EXISTING POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED, �.) REWIRED. CONCRETE ANCHORS ORS CONCRETE ANCHORS, 1z: __ - (SEE SCHEDULE ON � SHEETS 9 THROUGH 10) .--4 7) (SEE SCHEDULE ON� SHEES 9 THROUGH 10) . (7 I EXISTINGAIRED OR j _ �:l (_ `J COE01�� BLOCK_. _ 3 t/sY-mNe RV• MAX. - CONCRETE ANCTD..: E.D. (SEE SCHEWIf SHEETS 9 TiWO i Cb. ; I I I O 1 O I _. -_- YNI _.T- - AWLS qpl _ n K� 1 H --- �- ae_ 0 �� TO 0 u j I (IH RF Nvu SEPARATION -p6 TO GLASS. T I (NE FDA mNDL _ _ T� EXISTING ,,,�(SEE SCaEDILE 1 ON SHEET J) 1 'L' tom. h (SEE SCNEWLE ON SHEET 3j I 1 1 I PANEL LENGTH I (SEE SCHEDULE 11 II 1 I 'L• Mm 1 M'KL SEPARATION I 1 'L• MR.. I I ON SHEET 3) 11 1 TO CLASS. PANEL LENGTH (SEE SCHEDULE I 1 I PANEL LENGTH CONCRETE ANCHORS I f _ ) I , -- (SEE SCHEDULE 1 ON Sw ET 3 ) 1 (SEE SCHEDULE (SEE SCHEDULE 0•. ; SHEETS 9 THROI'�- I II ON , SHEET 3) i-_.._. ; , L-I ON SHEET ]) --T_-- ( OF 'L' sAUI S S GLASS GLASS 1 1 1 Ofy1�-I I /7 -_ 1 J-) T � tic% I Spti OF 1' �S I I ; { " 11 I rr E i i I 1 1 i ED - I j E.D.j I ED / 'S''A_PP 1 CONCRETE OR % 1T12 1/2 OC t- ; (AS APPLICABLE) .. i ® Hb O, i0•II I/i liaon S . IF a /N'-2m,• Ss. s / rur CONCRETE BLOCK I RECURRED. I I CONCRETE NNCFi0R5 _ - / , (SEE SCHEDULE THR J I -to - E? - 1' M • a ,/T' O.C. :; •.% - 1 G , SHEETS 9 THROWN 10) W/O ONLY WHEN SGUI) ALTERNATE -LEG LOCATION .. O - ARE USED t W/ <5 WHEN SET A CALK -IN ANCHORS EXISTING POURED CONCRETE BOCK ALTERNATE CONCRETE EXISTING POURED CONCRETE CONCRETE ANCHORS ' ARE 115AE0 ANCHORS iEWREEDDREIE ANCHORS OP CONCRETE BLOCK REQUIRED. NT AGGERM W/ S- (SEE SCHEDULE ON SHEETS 9 THROUGH 10) (SEE SCHEMILE ON SHEETS 9 THROUGH 10) BUILD -OUT MOUNTING SECTION SCALE 3/6-1- 1 W U NG SCALE 3/8-1• WALL MOUNTING / SECTION SCALE 3/8-1' DIRECT MOUNT 3 A\ I1111111NANN EP A:.r�*lil✓ Q..... •�CENFSTATEO� �`"�s�.• '-•9 '. FLORIDA BUILDING CODE Non NI h VelocityHIM cons Zone) rrn E.D. -EDGE DISTANCE SCHEDULE ON NOTE FOR COMBINATION OF SECTIONS TOP & BOTTOM MOUNTINGS CAN BE ' * :; ' -a'• 9' '' Off . ? * s ` - - mllo nrzoa INC, 24 GAGE GALVANIZED STEEL STORM PANEL N' IXY•H ar IL ECOINc GLOBAL PROTECTION PRODUCTS, LLC. Q1/�/>m6(SEE QUID SW. 51 STREET SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANV ' M.. F.�e :06m "aouEN N"oc'ROLAE FL 3v,Q INSTALLATION. yF' .,y/ •... ••(D\ '6J N-- . I-1 �"�-I-nW r. ,=; n,- m� IN1oM: (sa)eoa-Ta.e, rM: (wa1M0-Rav7 20-175 DRAWING . N�1"1. WIT A'7, PE -,,;:�,.M 7 m - - Wen . or 1. ,a-w INSTALLATION DETAILS FOR REGULAR PANEL'L1i INTO WOOD ALTERNATELEG 4'.B• (Min.) EXISTING WOO - LOCATION BEAM REQUIRED. STRUC'Til& ADEOUACY OF EXITING WOOD -- - _ - BEAM TO BE cMT.0 er -�yE/Q REGISTERED ENGINEER OR /// ARCHITECT PRIOR TO SHUTTER / y 1 Q INSTALLATION. / _ UrpOp ANCHORS (SEE SCHEDULE ON ALTERNATE WOOD ANCHORS (SEE SCHEDULE ON - / 1, � - 1' Yin. - / WANNIM HEAD, SHEET t 1) SHEET 11) II _-EO-EO-. P(; 1M1eIRm Ipr1ol. 1/,-". r. S3 rO W/ MII I. __ 1 MAX. I WOOD HEADER I 1 /2' _ - _ __ _ --. 1 --T -- I E%I$TING I O _ REQUIRED N,�/, t / ` 1 i-- ! 1Y. r I \ I' 1 I sY-2pn• IIOI e0.n GLASS I WOW ANCHORS - ) U, r • U 1/4' O.C. 1 1 (SEE SCHEDULE ON N \ /WTI. 1 1 Min. I � �CPARATION I SHEET 11) 1 , __,�) \J i -1 SCHEMASSDULE 1/.1-2a,1' SCHEDULE I LJ� i 1 I I ON SHEET 3) I W.Amm p, 1 Min. TX)N TO GLASS 'L' I i em w141 �n roe` T-r) [[((�■7yyJ^J(�E{ F��II,- •l' MAX. PANEL LENGTH t- I i:. cmEm (SE-E SCHEDULE ON SHEET 3) 1 I IV 1 MAX. 1/.b-aoI]1•�A� A. aae - PANEL LENGTH B,g MR RAEL (SEE SCHEDULE I I ' (SEE SCHEDULE IXISTNC� � I 18aM OAR T� ON SHEET 3) ON SHEET J) - V _ i CiULSS I 1 - -;- 1 - i . r I `J I I 50% •L' 4 1 _(j) OF V OF 1 MAX 1 I. I 1 1 - I I ; O 12 1/2- O.C. L.", S 4 1- ALLOWEDHI IN WITS I I __ g X6' WOOD _-. -- DECK REQUIRED 2'.4• WOOD PLATE ] REWIRED WOO ANCHORS '. W000 ANCHORS I'-�_ - _ i (SEE SCHEDULE ON : (SEE SCHEDULE ON SHEET I1) : SHEET II) --`--- _ -. � 2' Mtn. - I CEILING AND FLOOR MOUNTING ALTERNATIVE 3W BUILD -OUT MOUNTING ALTERNATIVE SCALE 3/8-1• _4W ,,,,,111H111,," SCALE 3, _ t>cF .: ]k�i;,1' �1.'•"�\CENs....�y''. i flll , NOTE FOR COMBINATION OF SECTION$: 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. - _ z * NO. 44167 'S . * r FLORIDA BUILDING o . 1ICC• •c CODE Non High VelocityHurAcone Zone) TOP M MOUNTINGS CAN O ♦ BOTTOM YOU. BE f P f N P DESIGN PRESSURE RATING .e. AND AHED LENGTHS p ) z�'•, STATE OF 24 GAGE GALVANIZED STEEL STORM PANEL F!. mAW, eY. COMBINED IN ANY WAY TO SCAR ANY AS PER SCHEDULES ON SHEET J INSTALLATION. 2, FOR NEW WOOD FRAME CONSTRUCTION- WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ,'� 'L b,• - ,'r. 01 }- •' 4, ` z = '''.y 7OR -- 11 L � E C 0 INc. GLOBAL PROTECT10Nt PRODUCTS, �• mm/to2o a2E: DENSITY OF 0.55 OR EQUAL h NAL E• �LOZFJ DU,F "CI5"*e a tN W /m _ .Uoo S 5 st1EEt " h1 „IIIINI111 i U tr m _ n E ,..... 01O mM_Iw _.Pet) m-Ito, i" GIWC FL ASH NOTE' Rs47aN-ri.a. FAA M.)M6-eri7 20-175 ' PE. S1A/,O_./.m W0WHI CA-O WRIER A 11LIR PE WWWWr WXWW� aY ,a-w DRAWrw N.. _, . AR Y.. FLORA LX. N167 men 7 W NI () U c- C/) CES > (3) _+_ U 5_ L_ = O 0 O (j) = Q Cu � a- j Cn � (1)U^ av- O " = O 0_ = O U /_ O L1` CIO l ^ vJ U CU i Q U > O (1) C-vJ A•� O _0 .S:- CO \ E z z Lu J CV r ��0 f N O - O O % - Q_ D N Z (73 ^X L1 U CC C: -0 m W WA v/ ('n C Q O (d /N 0) a � � H> (D - _ Q 3, C : ,. J ``^ �Q . U� ,) C 0 - ,T }l L. •- I R ' -� _ i 1l T LLJ Lu Q Z z Q _j a_ SHEET NO. SH 1.3, I I l END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGUI AR. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS ' 1 I 1 I �_/'J. O ® OR POURED CONCRETE. VN66 I I �I 2'.4, CONCRETEB °aRN(f 2' ( 3' . .011r 3105 M-14 OR -S Q ® RrcUwrc eoe3-re AEAN corn. HEAL M>-1 ANGLE KITH I/P. , 1 3/4' 1 21/2• 1 TAPCON. 12'0.C. -._ I POURED CONCREE. CONCRETE 1�' Alln•�, BLOCK oR z•..• .Wxw FRAME 1 1/1*. . , 1/4• rAPcoN 2 1 /2. �r OD OCK OC - I ANCHOR a ,7• C C REOEKRCD CONCRETE `_ U 1 _ 2'.4• FNOOD FRAME I -� I,)R�i r. HIM! PAKt . REWIRE, ` 1 13 at/a' GN� . �, I - /7�1 • 1 W. CNNr NMNEt 1 . ) I �i' TMC40u ANCHOR (NIERNATE LEG LOCATKN M.. I 7• . 2' . 053' TO O. 12' O.C- •.AR'.Fi 3' F 5' ..a55' CNNf ... 1 5 AAn. �< L 0M c. I NW. ANGLE OR ' 31 - N I OBO' JAW-HISA SHEET INCHED CONCRETE. CONCRETE -I --- 2- X 4' X .125' .. )• I , 1- �WOI METAL NUM. BENT PIAiE _ _ BLOCK OR 2'.4' WOOD FRANK ("') ,' FWOUAFD 1105-M14 OR 2 1/I• ( 1 _2,_I '`� BOSS-ie 110, 1 >,J .CON. ALUM . Wn' I Z �J _---Al-eA ///` ---- -J Ya1/GAP 1/4• . BOLT 4• K 4• . 072' _3, . 12' O.C- 05-.1a 0. 6063-11 ALP' R'/.NCKMR Cent. AA.n. ANGLE CASE A(PLAN CASE B (PLAN) CASE C �PLANj CASED (pJRAN) iSn•L ', - SCALE `,/A-< - SCALE ,/4'.1' SCALE 1/4-.1• -. -I 50UD-SET OR CALK-W OR [LEA PANELINAT _ /+, ,O •® POURED COMCRE7E._ PoS�HG TFII At f7MALE 0 NO I.SX HANKIE CONCRETE - f_--,ISI 1 OR CONCRETE BLOCK TOP, BOTTOM oR PNKLWTIE PWS (SEE _ (DUN. PANEL COH(:RE,E BLOCK I,4 I'ARES I I OR 2'.4' W'00D SOO OF OPENING SCHEDULE ON SE(Elb 6. -7•.i WaM FRNIC 5 As"I O ® FRI„( ,TOv�c AS APPtIGRE 10 ! ii) OVERLAP BEYOND OPENING WIDTH) POURED CONCRETE, CONCRETE WoU,RED 1 ^ .. E _ `.\ \ 11 BLOCK OR 2•,4' WOOD FRAME `If REQUIRED 1 VARIES I I ._. `' '© ® -.O - "I REM PARALLELTOTO S v- I WALL DEvve Cur [H o PANED x . 8.0. DISTANCE-'�-(�-7�--- I-M \/I I �\\' � 1 ---- '»w � ::'9 J . 'a,�,I ri,FNN1," CASE G (,FLAN) ` AA1 SCALE 1/4'.i- •tt/r" ; \ a ,/ �aI4mI e�:K,.0.oG :'� ..I,*......-' ✓9 , VAUD FOR DIRECT MOUNT INSTALLTON ONLY 6 F •. CERTIFIED PANEL INSTALLATION AT WALLS W/ `• No. 4416E ,' - SURFACE LEVEL VARIATIONS 1N'TMNN 3/4• 3 I(' : * i * FLORIDA BUILDING CODE (Mon High VelocityHurrlcone Zonal CASE E (PLAN) CASE F (PLAN) : �•. ,14; era nE •� 24 GAGE GALVANIZED STEEL STORM PANEL r'r '/4•.,' 'o0, -- FCORlo"...W/ SCALE t/{tt• SCALE om/2om sS/ GLOBAL PROTECTION PRODUCTS, LLC. '. 1L E C O IMc. DAR, HId01/ ,2,,, FWER nv,.o . ENwR�`cOYP- 4e0a S.. 5, STREZT -y/ MAY. - 331,4 20-175 I PNorz: (-Ate-T64e, a (aa.)M.n7 c / .-. coI.1-.ZIT. --= U-Om M •w °IINANG IPA P- YA44.WY1ruxtoof WINTER A III A,. Pi rW rU]11). & >NIDV` . of ,6 LIj11�M e c n DESIGN PRFSSURF RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING COucplll F FnR RFGl1L AR STORM PANEL A INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER ALTERNATIVES 1W THRU AIN, ON SHEETS 6 14 7) MAX. AS.D. DESIGN PRESSURE RATING (P.S 1.) MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 . 7 APPUCABLE TO #T OONBNANON OF THEM MAXIMUM PANEL LENGTH n. ( ) TAPCON LAG SCREW PANEUAATE FEMALE ID PANELMATE PLUS WOOD BUSHING 13' 13, 1Y 13• 13• 111 (TOP) 13• IS' 1r Ir 13' 1 IV (BOTTOM) 6 1/2- 6 1/2- 5 1/2' 0 1/2' 6 1/2 (TOP) - - 6 1/4- 12 1/2• 6 I/a' (am') 5'-O' 6' e' a• B. - ( LESS e' a a' a' -" (60TOY) 13' Ir 13' 13• 13• (TOP) +45. -45 OR tEss 13' 13' 13• it 13' W (BOTTOM) 13' 13' 13' 23• 6 1/2• W (TOP) 13, IS- Ir tr 6' IV (BOTTOM) 6 1/2• 6 1/2- 6 1/2' 6 1/2' 6 1/2' pw (TOP) - 6 1/4' 12 1/2- 6 1/A- (001") >5'-0- 4 1/2' 4' 6 1/2• 6 1/2' - pw (TIP) 14'-e 4 1/2- L 4 1/2- 7• r - 31F (BOTTOM) 10 1/2• 9 1/2• 12' 12- 4' W (TOP) 13' 13' 13' 73• - 8 t/2• 4W (BOTTOM) • SEE TABLE /1 FOR MAX. A.S.D. DESIGN! LOADS A MAX. PANEL LENGTHS WHEN SPACER " IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX, AS.O. DESIGN PRESSURE RATING (P.e.R.) MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 ! 7 APPLIG E TERM / k An. GOOF TINGE OH MAXIMUM PANEL LENGTH 'L- (ft) TAPCON LAG SCREW PANEUA7E FEMALE ID PANELMATE PLUS WOOD BUSHING 13' 13• 13• 13' 13• IW (TOP) Ir Ir 13' 13- 6• 1W (BDTOM) 6 1/2• 6 1/2' 6 f/2• 6 1/2• 6 1/2' 2N (W) - 6 1/4' 12 1/2- 5 ,/s' 2W (BOTT.•) 5'-O. 7• 7 1/2' a" 6• - CIOP) LEA 7 1/2- Ir e_ e• - 3R (aGTOM) Ir Ir _ 13' Ir 13, DDP) >-45. -15 o -75. -75 13' 13' 13' 13' 13' 4W (BOTTOM) 13• is' 13' 13' a 1/4' 1W (BOTTOM) a 1/2• 6 1/2• 6 1/2' 6 1/2• 6 1/2' 2W (TOP) - - 6 1/4' 12 1/2' 0 1/4• (ROTE.•) >5'-a. i0 4 I/2' S' 7 I/2' 7 1/2' - (TOP) 7'-5' S' 9 t/2. a- a• - 3W (tlQfrdN) 1r 12' 1 Ir 13' 5 1/2' 4W (TOP) 13, 13' 1 13' 13• -_. f0• 4W (BOTTOM) • SEE TABLE %1 FOR MAX. A.S.D. DESIGN LOPOS It MAX. PANEL LENGTHS WHEN SPACER C 15 USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 TABLE /T e A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8. > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5' 10' 6 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE MALE 10 OR PANEL MATE PLUS ANCHORS k W/"SP(Ij'iiIIll 1/2. O.C. 3 Q..', JCENS ' ✓,9 �S N 414161 =.*: * i . ..Ont ATE OF `--- FLORIDA BUILDING CODE (Mon High VelocHy Hurricane Zone O1 IK'Eac. - 24 GAGE GALVANIZED STEEL STORY PANEL "I.m IL E� C O LNG. GLOBAL PROTECTION PRODUCTS, LLC. a'n'17 arz .oD D.. 51 STREET In149.r c Cate'"' ,A.-. 4.ma. IH. 'a) P 1 r.: (aI m_,f„ oANE, 1 131,4 Pp'[. (A34)1N-IS4D. fA. (a5a)eIN-eIAI 20-175 CA-WN7n M.1-in.- Nc -FA A mar, A.. PE ao.a. Ni 2 BEET ,1 ,. fa INSTALLATION DETAILS FOR LIFE SAFETY PANEL V INTO POURED CONCRETE - OR CONCRETE BLOCK STRUCTURES 1/4.0 TAPCON_ " POURED 1/4•0 TAPCON _ LISTING POURED ANCHOR O 9. O.C. - - ONCRETE OR ANCHOR • 9' O.0 CONCRETE OR , CONCRETE BLOCK CONCRETE BOCK REOVNED. / - RE W HRED. i 4 �l t 2 1/2- .1/4- F I/2. ,1/4• 0 B EXISTNG•j CUSS i 0 I 1 1 6 1' Min R^SEPARATIOf 0 TO GLASS. I I EXISTING POURED E 0. CONCRETE OR CONCRETE BLOCK REQUIRED 1/4•. PANEIMATE PLUS ANCHOR O 12 I/2. O.C. T 'is eat TINe1. i I G I II t OHM, -41 I I 'L' Me.. I �- PANE LENGTH (SEE ELEVATION I i I 1 ON SHEET 12) I I 1 - (:/ L/2 t 1 I I 1 3 I 1 n,?oc R-3A PANELS SECTION O REGULAR SEE SHEETS 15 . 16 FOR AEHOAS TT'PE k SPA.NG FOR IwSI ATON5 INTO ROOD FRAME BUILDINGS AWYlA1 ANCHOR SPACINGS AND MHNMM EDGE 1)6TNCE ARE INDICATED ON THIS SCHEOuLE. DR Ca LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACE - MIATPLYING SPACING SHOWN ON SCHEDULE By THE FOLLa.NG FACTORS FOR T OPDEATON To BE POSSIBLE. REDUCED SPACING OBTANED USING 1.104 SHALE NOT BE LESS THAN WNW uV SPACING , GEATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE. Ile. 1/45. ANCHOR II IAPOOF -� 1eYNK NMI,= ,PATIO 00 ] J •r.K.Rr roIN GM..r a) I ] ae,rnw ALW0. Mon: mwQ VA) now ._� fin'------ - a>- -- oe0 r Im -- 31 EXIST CON( CON( REM ,/4-. PANa-a .CrR (REv0.n WALL MOUNTINGS SCALE J/a-i• r,,• jjk A riz j;l,,,, �, r�P ' \,\CENSE:'' �5? I-, 3 '- s *: :*? 4'' STATE 0E.- 'cc = _ c % 0,(�•• F(ORI01 �c F 1 hr .LEA !INN/N/11 PE SEAL/610MrEAIE/MTE I -T I °OLaAnae�� ram;.1 I Iu 1 f , I I I 'L' MAX. a• PANEL lENC1H 1 (SEE ELEVATION 1( T_ j ON SHEET 12) I I _T- I 1 i I I 6 1 I - 3 �, 1)..' 1 I 1 (efYVO) R-3B PANEL SECTION O LIFE SAFETY FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone CM2a TLLiECO. A1c 24 GAGE GALVANIZED STEEL STORM PANEL A 5 IL E C O EMc. GLOBAL PROTECTION PRODUCTS, LLC. 'n'un I!1. TCT V - EH4�.•.9 -xwANY 4eDA 5. 5, "'. w,E. a +.. (a)�nF'e rI. L.m m-,A, �� - ( PHac (es.)NP- 5.5. FAK lw)eP-enT 20-175 - ' CA-aoa471e oM.ND Na. WN1EA A , ,K. PE WEER ,4 or n %. CAX� Lh. M,6J MAXIMUM A.S.D_-DESIGN PRESSURE RATING (R,s f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELl1`INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 h 5) MAX. A.S.D . DESIGN PRESSURE RAnNG10 (p,ar.) MAXIMUM ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW APPLICABLE TO SE / . ANY Cp6eUT0,/ OF ILEAC MAXIMUM PANEL LENG7M 'L' (ft.) MAX. A.5.0. DESIGN PRESSURE RATING (P..T.) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW III '�� �-E TO , % k ANY COM�,TON GF THEM µU(IYUM PAN0. LENGTH 'L• (H TAPCON SOLID -SEE PANELMATE FEMALE ID PANEIMAT PLUS ZAM.C-%AJUN CAL( -IN TAPCON SOLID -SET PANELMATE FEMALE D PANELMATE PLUS Z.AMAC-NAJUN CALK-04 i0 10 [IC CpKIK m [II To coNc4ETE Oi ro ro ro ro ,o Io 'coHNocrz m aOFIaE1[ ro W) ro CO,t][IE EXI, NXX.froIE'IE ,0111 mI +45IR-45 LESS 13- 13' Ir 13' 13 . 13• 1 I 13" 13' ,3• it 13• 1 (TOP) 5•-0• OR L' .45, -15 .65, _65 Ir 13• 13, 13• Ir 'r 13' 13• Ir tr IS• II 1/2 I OOP) V-6, OR LESS Ir Ir 13' 13• 13' 1 13' tr 1 tr 1]' 'r 'a. 13' 1 (BOTTOM) 13• Ir 13' 73, Ir 13' it tr 13' 1r 13• 11 1/2 1 (BOTTOM) 13' tIr13' Ir13" 13' 13' U' 13' 13' 13, 13' 2 (TOP) 13' 1r 13• Ir 13' 13- IT tJ' tY IS" 13 it t / 2 2 (TOP) ) 13• Ir Ir 13• tr IS' Ir 13" 13- Ir tr 13' 2 (BOTTOM) 13' 1r tr 13, Ir 1r Ir t3• tJ• tr IJ' 1/ I/2 2 (BOTT04) 13" Ir I tr tr Ir ,3' Ir Ir Ir Ir 13, 3 MR) � 13• -1 3' 13• q• 13' 13• tr Ir 13' 13• 13• 11 1/2 3 (TOP) - - 12 1/2 12 1/2 6 1/4' 6 1/4' 12 1/2 12 1/2 - - 6 1/4' 6 1/4" 3 (BOTTOM) - - 12 1/2'12 1/2 6 1/4' 6 1/4. 12 1/2.12 1/2 - - 6 1/4' 6 1/4• 3 (BOTTOM) I 6• B- 6• a- a• a' a' a' a' a• 7 1/Y 4 (TOP) a• 5 1/2' a' W a• 6 1/2' e• 7 1/2' e• 0' 0• 5• 4 (TOP) - e" - 0- - a• - it. - a - a - 4 (BOTTOM) IS. - e• - 6• - e' - e - e• - 4 (BOTTOM)73' 5 (TOP) 13• 13• IS' 13' Ir tr 13• 13' 13' 13' Ir 5 (TOR) 13, -13• Ir tr 13' 13' Ir 1r Ir 13• Ir 11 1/2 13' Ir_ 13' 13' 1]• 13' t3• IS' Ir t3' 13' tr S (BOTTOM) IS• 13' Ir I]• it Ir Ir 13' 13• 13' tr n 1/2 6 (aOTTOY) -- ,3• 13- Ir Ir tr 13• Ir Ir 13- it Ir 1J' 6 (TOP) 13' Ir it Ir ,r 13' Ir 13• Ir Ir Ir 11 //z a 00P) _ - 6 t/4' 6 1/4- 6 1/4' 6 1/e - - - - 6 i/4' 6 //{• 6 (BOTH..-) - - 6 1/4' 4 1/4• 6 1/4' 6 Ile- - - - 6 Ile 6 1/4' 6 (SOTT.-) 13' S• Ir 10 1/2 13' 7' Ir 7- 7 1/2 5 1/2 13' 4 1/2• 1 (TOP) >5'-6, TO 14'-4' tr 6• 13, D• it 6 1/2• it 6 I/Y 0 1/2' 6 1/2' 13' 5 1/2• 1 (TOP) >5'-e' TO 9 '-6. Ir 7• 13• I]• 13, 9 1/2 13• 9 1/2 10 1/2 7 1/2 13• 6- I (BOTTOM) Ir 7 1/2' Ir 13, ,3' TO' Ir to' it' a- Tr 6 t/2' 1 (BOTTOM) Ir 5. 13' t0 1/2 13' 1 r 13' r 7 1/2 5 1/2 Ir 4 1/2' 2 OOP) 13, 6• Ir 1 13' 1 13' 0 I/2' 13' 18 1/2' 9 1/2• 5 1/7' 13• 5 1/2' 2 OOP) Ir r Ir Ir Ir 9 1/2 13' 9 1/2 10 1/2 7 1/2 13- 6 1/2' 2 (BOTTOM) U' 7 1/2' 13' 1 I]' Ir to' tr 2, li' a• Ir 6 1/2' 2 (BOTTOM) Ir 7' 13• Ir it 9 1/2 it 9 1/2 10 1/2 7 1/2 13' 6 1/2- 3 (TOP) 13' 7 1/2' 1r Ir tr io' 13' 10 . It' a' 13• 6 1/2' 3 COP) 12 1/2. 12 1/2 6 I/4' 6 1/{' 12 1/2' 6 1/a' 6 1/a' 6 1/4' 3 (BOTTOM) 12 1/2.12 1/2 6 1/a' 6 1/4' 12 t/Y 12 1/2 - 6 1/a' 6 Ile 3 (BOTOY) 7• r e' 5 1/2' 7' 3 1/' a' V 4 1/2' 3' 6 1/2' r 4 OOP) 7 1/2' 3' a' 0' r A- a' 4. 4 I/2• 3 1/2- 5 I/2- r (TOP) 4 O a' e' a' e• - 5 1/2' 7 1/2' 4 (601T01) a' 6' IS. a' 5 1/2' 7 1/2' 4 (BOTTOM) tr 7- tr Ir 13' 9 1/2• 1r 9 1/2- to 1/2 7 1/2- Ir 6' 5 (TOP) 13' 0 1/2' 13' Ir 13' to' 13' to, II' a' 13' 1 I/2' 5 (TOP) 137 7- 1r Ir 1r 9 1/2- Ir 9 1/2. 10 1/2- 7 1/2• tr 6 1/2- 5 (BOTTOM) tr a 1/r 13' tr 13- 10' tr to' 11• a' 1J' 6 f/2' S (BOTTDIIj 13' 1S' 10 1/2 13' 7- 13' 7' 7 1/2' S t/Y 1]• 4 1/2' 6 (TOP) IS' a• 13• 13• 13• a 1/Y 13 0 1/Y 9 1/2' 6 1/2' -- 1]' S T/2' 6 OOP) ­5' 6 1/4' B t/4' 6 1/{' 6 1/1' 6 1/a' 6 1/4' 6 (BOT-) 6 1/4' 6 1/a• 6 1/4' 6 1/4' -_ 6 1/4' 6 IW 6 (SOFT SEE SHEET 11 FOR ANCHI TYPE k SPACING FOR NSTA ATCNS INTO WOOD FRANC BIIILDNGS • YNwum ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ARE INDICATED ON 1H6 SCHEDIA[. FOR E.D. LE55 THAN ACCFTED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN OA SCNEDULE BY THE FalO.ING FACTORS. FOR TKS OPERATION TO BE POSSIaL. REDUCED SPACING OBTAINED .LASING FACTOR SHAL NOT BE LESS THAN MHMlY SPACING INDCATD FOR EACH ANCHOR TYPE OH THIS SCIEDIKE le, 1/4•. Ile. Ile. 1/P. gR110R T7PE __-_ 1K011 _ Iaa-aT - _.. PAID F.t1WIN _ - CAIII-.Ie,OeUM ANCHOR SPACING (XL) 3 3 3 f ,/2 A ankiAIats, )RNOWiE (h)J3 ,/2' Y I enTAIYQ ILO.) 'moaE em OA 3 I ,/r I ,� 3 ICIWL ma DIBWICE (ED.) FACTOR L ,n• D36 - - ---ador - - I ,Ir - get o3D .e9 1 - BID __ an -,.m -- - - - - -I . - im �m ,m - SPAgNG$ ONLY VALID WHEN SPACER 9Q IS USED. SEE � %1 FOR MAX AS.D. DESIGN LOADS k (AAX. PANEL LENGTHS WHEN SPACER �41 5 USED 3' MAX D.M.,(4). -1• MNN . _- -- -------- - - - - ------ - - - O O O O O 0 0! r---------- -------1----- ----F- - --- - - -- ------ I i i j I 1 1 i II L � i I i I I I 1 '�I il TABLE41 A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8' > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS k W/QA SPACER AT 12 7/2. O.C. ANA...IFIN1UNly EA A T/ q/1", �� pal 2 .'- . ........l '�,-. \CEN '• '� FLORIDA BUILDING CODE Non High VelocityHurricane Zone • 0. 4416E = cM. "Troo. - 24 GAGE GALVANIZED STEEL STORM PANEL DAIS, * •,.. * * _ TATE 1 \A IL E 1 GLOBAL PROTECTION PRODUCTS, LLC. a'/21�' TYrz- _ OIG:- ( rnEn TEsnNc` CONyNr 4eoD 6. 51 sl,Ee 20-175 ., :, '` 4,"FS' CORID►' 'A�'2. ,, � / aNaN�[ElEll .. 1- .RNs w.. ami-.,,_,IN' - -T -,uI ow1E R 13314 PANE (654)ee9-TAN rA.: (asNMea-ar9J " 0�--�,.L--- N, p0 /SION,IK[/DAT ~ U-Doo6'1R man a4MNG . it siew A a 1S I•,....:; 1r� -TER N .. 'C a.o: Lt 4i, eI ANCHORS (SEE SECTIONS . ALTERNATIVES ON SHEETS 13, 14. 15 .16) - r*R-to/13, R-2A/13, R-34/14, �R-1B/13. R-2B/13, R-38/14, J' MAX. R-TAW/15, R-2AW/15. R-3AW/16. R-18W/15, R-28W/15, R-38W/16. 1 "-`I" L/2 1/4Y-20.1' 1-1. BOLTS W, 1Q � 'L' (USE FOR PANEL LENGTH MAX CIA ��•\, PANEL LENGTH R PAN REGULAR M PAN 6'-B' O +40.0 - ..f. EGULAR STORM 0. EW STORM E_ 40.0 e 1 _ , I - _ _ _ I CIF/ OVERLAP MD PANEL LENGTH BOLT) LIFE SAFER Y PANEL 7'-6' O +SOD, -54.0 P-f. (W/O OVEaM MD PANEL LENGTH BOLT) ... - - - - - - - - ... _ I A USE Y T MN. PANEL LENGTH -0-- ''I 1/4'e-20,4A ; ; I , "O^ ) J -- ALL MOUNTERS I ss earsw, L : AT EA OVER A� 6• ----_- -- - - I I - . , - - _ - - .. _ ----- T__----- ------------- 2) NOTCHES AT STUD , IiLX; - ( - ITION O LIFE $AF[h S PANEL BOTOAI CORNERS 0 r D.M., 3- . O-OVEREM -OVERLAP OT 4 WING NUTIi AT EXTERIOR WING NUT AT y �'. Wz LET` PANEL RIGHT PANEL 3• IUF I INSTALLATIONS ONLY VALID FOR WIND I' NN. R-to/13, R-2A/13, R-3A/14, R-18/13, R-28/13. R-38/14, I• NN SPEED UP TO 170 m.p.h. R-1AW/15, R-2AW/15, R-3AVI R-181l R-29W/15, R-38W/16. - ANCHORS (SEE SECTONS . NTERNATIVES ON SHEETS 13, 14. 15 &IS)--- - . - - - - Ile MAX GAP LIFE SAFETY STORM PANEL 11) ELEVATION (t) ' ' SCALE 1/4--1' ' O REGULAR 2.887' O REGULAR '1­1 STORM PANEL (MN OVEliuM .1 N471E vNE EY) STORM PANEL ?,•a fN»L»RHF„ = I ---- --- = z(f16V,"R � "� ____ i . - �%9 = \1C. -------- I= ----- - -- - ----- - O - '°---I 1 = *: Arai _s__ LIFE SAFETY PANEL 1•' * a FLORIDA BUILDING CODE (Non High Velocity Hurricon. Zone L ,P'. it : Q' Z 03070 n . - - EXTERIOR 'z F '., 0R)DADRANAW ,5 z. I 24 GAGE GALVANIZED STEEL STORM PANEL 4r N .... - G GLOBAL PROTECTION PRODUCTS, LLC. 07/27/1020 SECTION A -A 4YW� J I L E C O II9c DAIS / / 2J . DweNvEeNa, coNPwY sem S. 3, sI1ELT SCALE 1/4--i- P/ �•f2o .. e� t aM 1l = Faint . DI. DAME. FL 13114 / AP-.tw nl-,a. .wK,N nI-III nmNE. I-) -ISH5, 1A. (I.Xie-eJBJ 20-175 G-DONJ,9 DAN4G w P E SVL/9GIAT.WE/MTE .KID! A TIER i., P.E - - .HIT 12 p ,e 91 ♦t) INSTALLATION DETAILS FOR LIFE SAFETY PANEL J) INTO WOOD STRUCTURES jl \ WOOD HCADER - -. WOOD HEADER I WOOD HEADER ,I W000 HFAOER - REPLIED iE0UIRE0 i 73EO.,RFC )(EQULFED I 1 �4- /a'. TAPCON +/{•r TAPCON L -_ t/4•. TAPCDN I 14'R TAP. ANCHOR O 9' O.0 '\ / \ I, OR O r 0.[. (A 1 1, III ANCHOR O 9' O.C. N... - OR O 9' C.C. ' -I �I I H J +'t t/2" 1/4• ./ To"_ t/2' Ile 1/Y . 1)/4• V2. (,/4• 1 . \, I ) XaX. 1 / 1 . 1 /j 2. 1 I 1 -- - 1 ( ! �-', I MAT. - _ -) 2 I uAA / 2 WIN(. - a \ Lan ( I / / IPA.l I MYL ' I i MITE A, 1'lii 1 II I I ) r n- !7�) LJ i. i %al " i O - 1111 L-I I O -- n I tom./ it II I �/ 0 Y I is ia2 I- _ I 1 1 1 111 I I.•F.-Iw,• B ) R //4•A-2nr e`- -- `f-= - - - , -) A u r R 1 I /4•rmr 1 i is. •a EX15TNy�1 >l6 ban . E(IsnN I I i.S can . NN�C 1, F - A a GLASS ^ - I A w ,> Gy I GLASS ^ •� �_ , l I.g C2xlA�SS•'--11 I 11 I 1 OM aWH T-ai I I 1 11 I ID.N„ O.m >-ei II - . I / / I l' MAX II i II Fa` II I I 1' LE II _ PANEL LENGTH it -.1 -.._ -- a _ PANEL LENGTH N E 6- (SEE ELEVATION II I 7' Yu. rt ,/'' _ 6' II V _--1 PANEL 1220EMGT,N j ON SHEET f2) 11 1 PANEL LENGTH A (SEE ELEVATION IT - 1�_l (SEE ELEVATION 0 T_. _ I u.. i A71pN 111 I _ 1 ON SHEET 12) II 1 ON SHEET 1T) I 1 1 _ ^) O ) I I It 1' Y;,. i k_ _ F V--SEPARATION 1 ,r{_: _--.T/'- ram`_..._ {/�\7 = - ----- (!7�) tl-TOP La6SN _.. 1 _O L/2 a"$EPAILATI. - - -- Vl I To CLASS. I - ..O 9 I- W. I >,J 1 10 LASS. 6. IRI 1 ---SEPARATION M I �J' /2 1 TO GLASS f _ I i� 1' Ea, 1 I SIC Ell "„ 1 I SIG EQ. 1 I` A-1 JI i 1 - I 2 1 __ EO `1}-- - _ _ T I EO - - I , ENO. - I • iA jxffO�,IAD-YS I �_\ - 1 I 1 T-'I,L •an .A�a F '---� O 2".e W09Q • x ,/2 o.c EI ��- -;s.A-2o. 4• 1 PLC __ NMMS REQUIRED a 12 , o.t. ' I,�aY TAPCDN �4'. TAPCON �4". TAPCON 2'.4' _ ANCHOR O 9' O.0 ANCHOR O 9' O.C. ANCHOR O 9' O.C. PULE , ♦ . TAPCON i STAGGERED W/ STUD 1 I STAGGERED W/ STUD - REOUIREOL '• _ µCHOR a 9. O.C. l }.. PLATE WOOD F: •. OD - PLATE MOI . REQUIRED II REWIRED - - - 1 ALTERNATIVE R-1AW ALTERNATIVE R-1BW ALTERNATIVE R-2AW ALTERNATIVE R-2BW O REGULAR PANELS O LIFE SAFETY PANEL O REGULAR PANELS O LIFE SAFETY PANEL WALL MOUNTINGS A....NI„NIA! WALL MOUNTINGS SCALE 3/6-1' ,NN;�........ P A, T/((�%✓",' SCALE J/B ty�Q..•'' \LENS '' ? -1 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon ' - cw7o mrzm. INc. r.r. 24 GAGE GALVANIZED STEEL STORM PAN 1 E EL 441E o. - - cR4eN w- 1. INSTALLATION Y F -_ STALUT ON ARE ONLY VALID OR 0.5. D. DESIGN • PRESSURE RATINGS (p.K.f) AND PANEL LENGTHS AS E * PER ELEVATION ON SHEET 12. ? •0. STATE O I , • I L E C O Ewe. GLOBAL PROTECTION PRODUCTS, LLC. e'/a�a 2. FOR NEW WOOD FRAME CONSTRJCTON. WOOD 9 OX4 s . 51llS1RET MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC ''•,I0F' FLORIDR • 'sl -'J-J M.� `s I� rd •IIH¢Rwo cowwr ynrE ,L µI4 DENSITY OF 0.55 OR EQUAL /(P .. �` !m1'I.-"n HKe1 a,-mP H,D'.E (vS.NeA- x5. F (PS.,beP-anR 20-175 ''IW.. U /1'HIH6;- �� If ...-_. t .a - o- , - .- -. s- -. DIEM.., b MAXIMUM A S D DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL() INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 N4 5) MAX. A.S.D. DESIGN PRESSURE (P o N) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW�E A. 0 mMe1+'D1w CK THEM MAXIMUM PAN41 LENGTH (n J WAX. A.S.D. DESIGN P ESSUORE (PGA.,) OF WVO4l1N ANCHORS SPACING FOR 41N E.D. PER SCHEDULE BELOW APPl O SECTIONS k f COA9)TMT10,N OF THEM EW(61Uy PANEL LENGTH 11 (n ) TAPCON SOLID -SET PANELWIE FEMALE 10 PANELMATE PLUS ZAMAC-NAIL» CAL(-N TAPCON SOUD-SET PA/ELANTE FEMALE TE PANELMATE PL115 ZAMAC-NNUN CAU(-N ro ro GDN4IET[ ro ovrxTE koNCW[rz ro oaNOWR EaMCR[l[ ro caNRA[R ro ro 10 1O w4oETE lCON�n.Jalo.tE ro ro la"' a" O ,lL'F ro I ""V" -65, -55 .75. -75 Ir it' 13' Ir 13• tr 13• 13' Ir 12' Ir 10' T (TOP) 5._6. OR LESS >-75. -75 ♦114-119.6 13" 5• 13' 10 1/2 ,3• 6 1/2' Lr 6 1/2' 7 t/Y 5 1/2' 13' a ,/2• I (10P) 5-6, OR LESS Ir it- 13' 13, 13 Ir 13• 13'r1r Ir 12' 13' to' I (BOTTOM) 13' 6 ,/2' 1r Ir 13' 9• 13' 9- t0' 7 1/2' 1J' 6• t (BOrOM) 2 (TOP) _ Ir 11- 1r Ir Ir Ir Ir tr 12• 1r to' 2 OOP) 1S• 5• tr 10 1/2 13" 1 1/2' 13' 6 1/2• 7 1/2• 5 1/2' !r a 1/2' 13' it' 13" 13' it tr Ir Ir 12• 13- 10' 2 (BOTTOM) 13• r it 13' tr 9 1/2' 1r 9 1/2. 10 1/2' 7 1/2' 1r 6 1/2. 2 (BOTTOM) 13, IT- Ir Ir Ir ,r Ir Tr 12- Ir 10" 3 (TOP) 13• 7• 13' 13' Ir 9 1/2• 1r 9 1/2. 10 1/2 7 1/2• Ir 61 3 (TOP) - - - 12 1/2.12 1/2 6 Ile 6 I/4' 12 1/2' 12 1/2 - 6 Ile 6 1/{' J (BOTTOM) - - 2 1/2',2 In 6 1/4' 6 I/4' 2 1/2' 6 1/4' - - 4 ,/P 6 t/4' 3 (BOTTOM) 6' S' 0' e' 6' 6' NY 0 1/2• 5• r 4 1/2. 4 (TOP) r 3' W 5 1/2' r 3 1/2• B 4' 4 1/2- r a t/2' 2 1/Y 4 (TOP) 4 (SOFTOYI e' Ir - a' - a• - a• a' - a' - 4 (6aTTOM) 0• -_ 6 1/2- - r - 6• - 5 1/2• - r - t,' - - i3' 13" 13' 1r 12• 1r to- S OOP) ,r 4 1/2• 1r 13• Ir 9• 13' 1 9• to- 7 1/2' ,]' 6• 5 (TOP) 1r 11' 13' 13- 13' Ir 13• ,r tr 12' tr 10• 5 (BOTTOM) 13• r Ir 13' Ir 9 1/2' Ir 9 1/2' 10 1/2 7 1/2• Ir 6- 5 (BOTTOM) Wtr 13' Ir Ir 13"Ir /r LY 12• tr IV 6 (LOP) Ir 51 13' 10 1/2 Ir 0 1/2' Ir 6 1/2- 7 1/2• 5 ,/Y Ir 4 i/2. W(TOP) _ _ 6 1/4' 6 1/4' 9 1/4' 6 t/4' _ _ _ _ 6 1/4. 0 I/4' 6 (BOTT.••) - _ 0 I/P 9 1/4' 6 1/4' 6 I/4. 6 1/4' 6 I/a• - - 6 Ip• 6 Ile a (Bon-) ,r 7 1/27 13' 13' tr ID' Ir IV 11' I 0• it 6 1/2- 1 OOP) > To W-0• 13• $- tr 10 1/2 tr 6 1/2- 13• 6 1/2' 7 1/2- 5 1/2' -1 3' 4 1/2• I (TOP) > TO6- T-5' 13' 7 1/2' 13' lr Ir 10 1/2' Ir 10 1/2 i, 1/2- a' 13' r 1 (BOTTOM) 13' 6 1/2" tr 13' Ir 9• 13, 0• 1o' 7 1/2' 13, 6• I (BOTTOM) 1r 7 1/2' 13• 13' 13' t0' tr 10' 11' 0' 13- 6 1/2• 2 (TOP) Tr S- Ir 10 1/2 Ir 6 1/2• Ir 6 1/2• 7 1/2- 5 1/2• 1r 4 1/2- 2 (TOP) 13' 7 1/2• Ir 1r Ir 10 1/2 ,r 10 1/2 11 1/2' a' 13- r 2 (BOTTOM) Ir 7' 13, 1r Ir 9 1/2• Ir 9 f/2. 10 1/2" 7 1/2• 13' 6 I/2- 2 (BOTTOM) 13' 7 1/2' tr 13' tr 10 1/2 +3- 10 1/2 11 1/2- e' 13' r 3 (TOP) 13• 7• 13 13' 1J• 9 1/2• IJ' 9 I/2. 10 I/2 7 1/2' i]' 6' 3 (TOP) - 12 1/2.12 1/2 6 Ile 6 1/4' 12 1/2. 6 t/4' - - 6 i/e 6 1/4' 3 (BOTTOM) 2 1/2- 12 1/3 6 I/1. 6 1/4' 2 1/2. 6 1/4' - 6 1/4• a 1/4' 3 (BOTTpQ 7 1/2• 3 I/Y e' 6- 7 7/2' 4• Be 4 1/2' 5' 3 1/2' r r 4 (TOP) 7- r Y 5 1/2' 7' 3 1/2' Y 4• 4,/2" r 6 1/Y 2 I/Y 4 (TOP) 6' - S. - a' - 0' - e' - a' - 4 (BOTTOM) a' - 6 ,/2' - e' - r - 5 I/2• - r - 4 (BOTTOM) 13, 7 1/Y Li 13• tr 10 1/x• 1]' 10 1/2-11 1/2 6• 13' Y 5 (TOP) 13• 1 1/2' Ir 1J' Ir I' 13• 9• to' 7 1/2' 13• 6- 5 (TOP) 13- 7 1/2' I3' 13' 13' 10 1/2' 1J' 10 1/2 11 1/2-,e- 13' Y 5 (BOTOY) 13• 7• 13• 13' 13' 9 1/2' 1r 9 1/2' 0 1/2- 7 t/2- 13' 6' S (BOTTOM) 13• 7 1/2• IJ• Ir 13' 10 1/2' 1. 10 1/2 11 1/T 0• 13' r e (TOP) Ir -- -- r 13• 13' 6 1/2• 13• 0 I/Y 7 4/2• 5 1/2' Ir 4 1/2. 6 (TIP) - 6 1/4' 6 1/4' a t/1' 6 1/4' - - - - 6 1/4' 6 1/4' 6 (BDTT •') - 6 1/1' 6 1/4• 6 +/{• a 1/4• - - - - 6 I//• 4 1/{• 4 (WT.••) SEE SHEET I I FOR ANCHORS TYPE . SPACRC FOP WSTNIAr ONS INTO VOOD FRAME 6ULDINGS • M.MIY ANCHOR SPACY05 AO YNMum EDGE DISTANCE AH IND,CATED ON, THIS SC EDURUE FOR E.D. LESS BMX INDICATED ON SCHRDLAE REDUCE AAK . SPACING BY YULTIPLYBIC VACING SOWN ON SCaOULE R THE FOLLOWING FAclp13 FOR, 1115 CVDIWION TO BE POSSIBLE, REDUCED SPACING OBTAINED !SIG FACIA SNALL NOT BE LESS T.MN .MFA,M SPACING POCAIW MR EACH ANCHOR ITRE ON ,M5 fCEDULE ANCHOR TYPEr/40 __ wool_. OegR1 .1/H'4 Saa-ltf 1/4'.,,.•. viinli _ I/41 _ -.- SAIIIDaBB- I/1•s _.-- tlM(-BI YWW'.iAN ANCHOR SF.,NG (WL) 3 3 3 a 2 ,/Y I'/a MINIMUMIO&i ooI (K) a 3 ,/2• Y 3 a ,K 3 _.p a ,/Y 3 1/2' 3 ITT I ,/2• - f1N1AN(I R.D.I �oanaE Tao, (HA ACIU41 EDGE 067MQ ED.) FACTOR I ,/2' - cJs - ..I - - -- - - -_ - _ --yin ----- 2II - - *A1 _ _ - - 600 3. ala 0.n W 3 /2-_ _ - -im 1.00 I- ,lp ,DO •• SPACINGS ONLY VALID WHEN SPACER IS USED. SEE T�iBLE 1 FOR MAX. AS.D. DESIGN LW1D5 k MAX. PANEL WHEN SPACER QI'1 IS 115ED. 1/4.0 T ANCHOR TABLE /I c A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-B' > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF 5'-10' A 1AAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS ....muN.nN,. W/ SOLID SET ANCHORS III W/ SPACER AT 12 1/2- O.C. � ........ a A. T/( I` V. VCENS •.,9 1 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 0.4416E = 0201° EC0' " 24 GAGE GALVANIZED STEEL STORY PANEL e * °p; �164" STATE *_ �__ ALORIO .• L� j (y' 1L ECOII6c \ TREK TnTea a ENwN1111I CONPv Y ,N.-Hai» >v-�a;- IUI GLOBAL PROTECTION PRODUCTS. LLC. 450D 5. 5+ S,RFET I'll- x: iL - w.aE (n.)eee-T64a rAK I-)ri-..1 oI/2DATE ED 20-175 aEMI.G INe ' N1o1N1.."I0 11. rR6%OYE U-00D T 'METER X 1 Nr. P.E w 4aaJ a1Q, ,0 M It APCON--- O INSTALLATION DETAILS FOR LIFE .SAFETY PANEL ' _1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES E% IPA POURED 9' O.C. I -CONCRETE °R 1/4-• TMCION __ _ _EXISTING POURED ANCHOR O 9' O.C. OONCRETE OR 1/4'0 TAPCO14 ANCHOR O 9' O.C. EX,5T4VG PoURED CONCRETE OR 1/4.0 TAPCON ANCHOR O 9' O.0 €1GSTMO POURED CONCRETE it" I CONCRETE BLOCK REQUIRED I CONCRETE BLOCK REQUIRED. I CONCRETE BLOCK REQUIRED %j:.; CONCRETE BLOCK I �--' I - -O I 4) -4) F- 1/2' , 11 /4• 1/2• file F------ 1/1• I/4. T---- .1 /2. I/4' E.D* I E. MAX. _DOE MAX,. 1 --- e i D• I 1 I i E D• / i ED.• / 1 1 11 I'll, II 1 1 ,' YD,. I �1� 11 I 6 1' Min. I II I 9-�-SEPARATION I I E)(IS7NS'. II I_-_ - IDS. eD, . , LIS71Nya TO CLASS. I _ I/••P--" �� I , 2P.I• EX157R,{ SEPARATION i ,/4Y-w11' JI PAD4� G1A55 R /, j _ ..11l can W EXISnNC T -!(S tlia GLASS TO . -A, Ban WlF6 BASS tl. A , 1 AI a R '/ ' : I -- - A FA G1155 - _"II I A 0. N --FOR F,Nrm 0.. ! ,-I i _...-- . rA D.baiD'• II Y 1 D�4RN o,OI >» FICARINEL B 'r j la M- T r 11 1 D I, II �l](�jcl I 1 I R - - - - 1 ..-- II II _ IN} II t II 1 1 'L' Mo.. II ? 'L' MAX. II V1 •L' MAX, u I _ 1' 1N%, It 1 PANEL LENGTH -- 6' PANEL LENGTH II I PANEL LENGTH UL LENGTH t I X - - --�+_ - (SEE ELEVATION 9 I (SEE ELEVATION N -__- _T._ (SEE ELEVATION II I 6 (SEE ELEVATION e ON SHEET 12 1 1 ON SHEET t2 II ON SHEET 12` II I I 1' Wn. I ) I ) II ruin. I N - ON SHEET 12) R'-SEPARATION I M I ... N :I- S ARATION _ I li T 11 - I D TO GLASS. 1 _ u ro cLAss. I II i a_- 1 O I 6 E.D.• .r O ED.• I - O 6• ED.• i - _ I- % j; n Vr oc EO 3/4' I ___I _.-1 L ! I I I E EO,- I 4•MA EG .-w,1 }y1j/lO NHx Ms. BATS .ATE BIT . i/`�' {�{�7 a 12 I O L . 12 ,C )/4.0 TAPCON 1 /4•0 TAPCON 1/4.0 TAPCON _I/4'. TAPCON ANCHOR O 9' O.0 ANCHOR O 9' O.C. ANCHOR O 9' O.C. ANCHOR O 9' O.C. EXTSnNG POURED CONCRETE OR EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR EXITING POURED CONCRETE OR CONCRETE BLOCK REWIRED. -CONCRETE BLOCK REOLRRED. EONCREFE BLOCK REOUIRED. CONCRETE BLOCK REIXRRED SECTION R-1 SECTION R-1B SECTION R-2A SECTION R-2B O REGULAR PANELS O LIFE SAFETY PANEL O REGULAR PANELS O LIFE SAFETY PANEL WALL MOUNTINGS WALL MOUNTINGS SCALE 3/6 „IHINNNNNI,,, SCALE 3/8-,' 2-K4' WOOD PUT REQUIRED SEE SHEETS 15 t MR ANCHORS ABMA171 794E vr.• 1rL0N TYPE k SPACING R ST IN51N1ATO16 IN!0 DIN BUILDINGS ININM FTMYE OR SPACINGS DUMDUM ANCHOR SPACINGS AND 4weMM WWWMA Ma"'sva190.) I •NN.NW.NN O-) 3 EDGE DISTANCE ARE INDICATED ON THIS SCHEDUL. FOR ED, LESS THAN e01CATE) ON SCHEDULE REDUCE ANCHOR SPACING. G .9.,I>A14 Vem,N aIM, OI.F... a.. M) 3 elf YLAT,PLWNG SPACING SHOWN ON SCHEDULE BY THE FLXLOIING FACTORS. ,OIIIE =IIIIIIIIIR �Lj BGOI I 'I,' Q]0 FOR TINS OPERATION To BE POSSIBLE. REDUCED SPACING OBTAINED USING ACTOR SHALL NOT BE LESS THAN --- 2 Tom• -_. --- ,PNMUM SPACNO INDICATED FOR CACH ANCHOR TYPE ON FLITS SCHEDULE y .- - - I EXISTN-4 GLA55 It I II II H -v - 0 It Mn. I�-'--SEPMAT°N- N TO GLASS. WOOD HEADER REQUIRED /4•. 7APCO4 OKHOR O 9' O.C. _I .�1/2-L GRAM• 1 L'A-A1' 1 PINS ■ p E 101 Rep NM OFQ T-,n --. _ •.l MAX. I PANEL LENGTH (SEE ELEVATION ON SHEET 12) O ^ L/2 *U%ff- I 1 PAIELMATE PLUS R O 12 1/2. O.0 ll�'11 I CENSF/l9°' 1 . No. 4416E - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone a* •$ _ STATE OF ,'Q. Y2o7a nrzm. RFc. 24 PAGE GALVANIZED STEEL STORM PANEL P.wIF, Ss/ONAL - IL ECOINe. GLOBAL PROTECTION PRODUCTS, LLC. ° DATE ,uLT T�- . D.wM�¢R�`COMA -S. 5: ITXoT ""4HNNNnN , � , „-- m Iw O A,E. n -1. 20-1 75 (-, »�,- r- - Np,.: N.)NH-J345, A,: (AI4)NA-enl 'I SEK/SOLA`U"E/OAn G-9 1171 aNVHG I. wINTER A I4fT i, P.E .- IN•ET ,3 or ,e M1 J 4 DETAILS FOR LIFE SAFI INTO WOOD STRUCTURES WALL MOUNTINGS SCALE 3/8-1• NOTES, 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (p.3J) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL ED E" Q E_ PLATE REQUIRED ,E A r/(4l'`" �Pv-.\ CEASE., ✓9 No. 4416E •o'.. STATE OF :,v4I Sl El'� ON AL ;," ✓,1 NIINI4,I NHIIIN• . P E 6EALJSK.fNTUREJDIIn WOOD HEADER RECURRED 14'0 IAPCON WCHOR O 9' O.C. U 1/2- , .1/4- ; U 1 IO 201 ssoa AT EA. + I I t I 'L . MAX. _ I a- PANEL LENGTH (SEE ELEVATION -- J. - -- ON SHEET 12) I 1 \J i 6. I( 1 'r I © I .dw- - -- 1 I/4Y PANELMATE PLUS ANCHOR O 12 1/2. O.0 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zona `tDi0'W'ro0, - 24 GAGE GALVANIZED STEEL STORM PANEL 1.F'1"F. IL E C O ,Nc GLOBAL PROTECTION PRODUCTS, U.C.01 DATE I TIII ENwE.1 - 'i 51 I"o,"-) DANLRl33,4 20-1 75 - I -AA-- w n.u, E (5MA ru: (w)NP-am CA-Ome711 - D,IinlAc M WFETEA w R`, P.C' Uc. Ht J iiNvET ,6 a ,. ++ (D Q) r (n L- _ M ] Q] ` U a) O O -0 O W = Q Ca -0 a- . CM U � (n C =3 0 M O U ( a 73 (n _�D O 0- _L- Q) it CZ- C _O LL- - QD L O ^ , 0 U) M Cn -- �N 4- 0 ^- EZ .VJ Q I% E z z LU J N r `_ T 0 r­ (:) I. 0M M./� WVmX LL Q_ n O L. C S c700IY (a p M _ 4 �+ 2 Q) -r-C U) 'F .--A C O L_ Q 3 ti •� 2) U (1)a C w (1)� '� � we-('��Qc.0 I Q C (�� U " a , > L - W U) -,I-, L. (D c(-')- -+--a +--j U) M OO C/) CDL CL (2) U r- :3 -0 M r1T U Q) L. W W Q Z z Q J a - SHEET NO. SH 1.4_ . L_ ! I- - _I !I_ � g I I I IT I 11, I I I I _ I _ I _ I _ 1.1I 1 1 1_ EZ1/18, EZ 1 W/ 18 ANCHORS '- ----- -. __ ----- (SEE SECTION EZI a ALTERNATIVE EZIR ON SFXEET 18) -,3' M4. - 1' MIT.. ��rL� ..r�Q�� 1' Mn "0(SEE NOTE 2) -Ow'i 0 OTE �./ 2) i14Y 1' S.M. EN 3/15-0 ALUMINUM - * LAST PANEL 07 TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE _ "POP RIVET _ O O O O G O r T PROVIDED W/ REM HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE IN5TALLED FROM INSIDE OF STRUCTURE ! I A'. P PER I i I NOTES I l J 1 IPANEL50, -� - (END PANEL) T- (NTERIOR' ANE1.) T (INTERIOR TPANEI) OF 'L' (1) DEFINITION OF SERIES 20OC'. E-Z HANG STORM PANEL SYSTEM i 1 TI P i (INTERIOR PANEL) ( ) MAX CONSISTING OF PANEL + Conti. TRACKS TOP a BOTTOM. END PANEL [SEE NOES 2, 3, 4 I j ''� I SEE NOTES 2, 3, 4 (2), END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK 6 0' PANERWISE A STOP BAR WSHALL BE PROVIDED AT TOP OF SUCH 1 PANEL LENGTHPANELS. -+ al - } * - { 1 * - r✓ k '''1 JJJ la (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION • �. I_ 4.-SHALL CONSIST OF 1/4'e-20.3/4' M.S. W/ 7/8'0.3/32' WING PANELS w/ 1/20.1' 1 NUT OR 1/4's.3/4' Min. THUMBSCREW INTO TAPPED BOTTOM ,BOLTED I I 5 5 BOL75 w2� O FA OVERLAP TRACK LOCATION OF FASTENERS MAY 8E AT DTNLlT 0, i I I -. I r TWO FLANGES ! I I i (SEE SECTIONS AS ,APPLICABLE) EXTERIOR FLAT OF END PANEL. IN CAS - TW' END PANELS ARE NOT CONNECTED TO BOTTOM ' - L' (4) E � 0 D 0 MAX 'RACK (Le A STOP BAR IS ONLY USED AT TOP) AT BAST TWO 1 ) PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS i ik I I l Iii 11 INDICATED ON NOTE (3} ABFNE. IN SUCH CASE. CONNECTION OF E.UJ_LLJJ_LLJJ111 L. JJILLJI CLIJILLJJ_ L L J JI L L J J_ L I J J-1 PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. 'E SENOTE 4 - . . -. 7• MOF ` ' Mn. SEE SEE 1• Yin I y INSTALLATIONS ONLY VALID FOR WINO OW/ 1O NOTE 3 NOTE 3 SPEED UP TO 170 m.p.h. ANCHORS - -- � -- ---(SEE SECTION EZ1 a ALTER14lTCR1,WT NE EZ1W ON SHEET 18) - -- - -- - EZI/18. EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANELZ SYSTEM M SCALE: 3/32'=1' GAP 2.61 1, 87'(MDA74-AP _ .w10LE ML1El� � /j 1W(. cAP T' ,SECTION A -A NIFPnI,lunepF/y SCALE3/32-=I' TI(�/T/A�-i O`�••���A. �.:�P�:••'• EN • •.91-, FLORIDA BUILDING CODE Non High Velocity Hurricane Zone), Ir 0. 44167 _ RmrD MRm, 24 GAGE GALVANIZED STEEL STORM PANEL STATED IO1Ne GLOBAL PROTECTION PRODUCTS/ PLC. mJy/Tom o9; AeaD S.R. 61 STRUT, FCOR10�' ZtJ °WR'IL nail. ,�. is;n ,.as'�"w'xm: -1'" PHwc 5. 20-175 n lee. -»As, TAX nsA)aer-e», IIlil . • •. • • CA-0006i,R oRMM6 Mn ,n RAATrR A MR N..LPE IEII, 11111111+ MI ) elan T1 0I le we ENGINEERING ENGINEERING EXPREHS® PRODUCT EVALUATION REPORT September 15, 2020 Application Number. 1 1 - R2 EX Project Number: 20-31543 Product Manufacturer All American Shutters and Glass Manufacturer Address: 1540 Donna Road West Pain Beach. FL 33409 Product Name 8 Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Fkufda Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20.3.005, F.A.C., for statewide acceptance per Method l(d). The product noted above has been tested and/or evaluated as summarized herein to show complance with the Florida Building Code Seventh Edition (2020) and is. for the purpose intended, at West Equivalent to that required by the Code. Re-evalualion of thfa product shall be required following pertinent Florida Bonding Code modifications or revisions. Substantiating Data: . PRODUCT EVALUATION DOCUMENTS EX drawing A20-31543 filled "24ga Galvanized Steel Storm Panels (HVHZ a Non-HVHZ)", sheets 1-5. prepared by Engineering Express, signed a sealed by Frank Bennardo. P.E. is an Integral part of this Evaluation Report. . TEST REPORTS Uniform static structural performance has been tested In accordance with TAS 202 lest standards per test re s 14BT-ASG 17-00/ Blackwllter Tes Inc. Pod() by thg� Large missile Impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test report(s) OBT-ASG-17.001 by Biackweter Testing, Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on Comparative and/or rational analysis to qualify the following design criteria: 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM@ E NGINEERINGEXPRESS.COM E NGI NEER INGExPRess.COM i•: f.1Dl I J MI 0.RAT_ BUILDW i MDUIITINC E%rRUS10M5 - il et ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is not required for installations outside of wind zone 4 and assents] facilities ImpactResistance: Large Impact Resistance has been demonstrated as evidenced in previously fated lest repod(s), and Is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind bads as indicated in the span schedule(s) on the respective Product Evaluation Document (i.e. engineering drawing). Installation This product shall be installed in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), akmg with all components noted therein. Product components shall be of the material specified in that product 9 respective Product Evaluation Document 0.e. engineering drawing). Limitations 6 Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document p.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed bads and shag be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site-spedfic basis by a registered professional engineer. f I shall be protected against corrosion contaminabon and All Components which are ant installed a port penman y a Other such damage at all times. This product has been designed for Use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, Frank Bennardo• PE ENGINEERING EXPRESS* #PE004654911Cert Auth 9885 DL R'.EEC-- PP UIL /'\ WALL M W NT 9=CnOH �aA �IxixW HVIP M(A,H . �. 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM O E NGINEE RINGE XPREss. COM ENGINEERING EXPRESS. CON v - IT - A' A 'I D u I L 3 3N _T F JC , fi H s - �•1. N LJrt C v -FE I >U' 't'+ 'U <[RO,G/BOOR MOUNT SCRIDN H mwrr.nfN--,.TY• :NE E" 'r r cLrt „ A Emil R L>'i 1'1 T� .r E.•rLY ^1• C' g 0- lilt laI T`` I;D/TRaIPWKWaaeeDR 20-31543 e f<-n' LB■9� VOP,IONFL TOP/BOTTOM CLOSURE OFTML 5 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL n INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES I p(1$f1 POURED CONCRETE OR 4•R TAPCON CONCRETE BLOCK � O. ANCHOR O 12.O.C. REawED. II - 1 /1'a TAPCON +•' 114.1• HEX HEAD TEN w00p MEvIpE_R I 11' 1• . /1.." HEX WAD TEK - -SCREW 964' FROM _ _--. SCREW O 4• FROM IWRED O 12' NXCHOR D.C. l�/ III EDGE OF _ .n 71 EDGE OF 1 E.D. ,, Yin. 1. 1• I.I 1 -T R4,6 R.'s rIt7J � I i a . 1/4-eC 1F o a aAIRAi" p 1 1/2' M Ill N+a a -� 1/2• 1. R-$EPARATDN 1 ' 3 18•e E SEPARATION 1 I 3/1eY E%ISTMIG Y TO C1A55. I L ETOSTINC a` 1 ')1 ALUMINUM POP TO GLASS. �LUYINU4 POP GLASS 1 ^ CLASS-'Y F RIVET J)RN I MAX. ,1• E MAX. n PANEL LENGTH * KM R p PANEL LENGTH O 1I ' CA"a n `J I 1' Win. i 1 p-$EI* Wi gN I A TO CLASS, ; - O InI--SEPAWITIOM + --T/4'a-20.2' SOt 0 TO CLASS. THiAABSCREW OF 'L' 50x B a l' 1 ITHUMBSCRET/ n 1 Zj - I ED WR 1 10. �/ IIrA ED. _ +/2_..1/4'e TAPCON ANCHOR O 12' G.G. 1/4"* TAPCON %� Ex RETPOURED i' - - PATE w0OO ' ANCHOR • 12O.C.-oft CONCRETE BLOCK ._ .. REQUIRED REWIRED. WALL IdOUN7ING WALL MOUNTING SECTION EZi ALTERNATIVE EZ1W SCALE 3/8-1- SCALE 3/8-1- "I'MN/INN. K.�� P' Ti(I/l✓ EN FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) g dll[1Ti�. # MIN. PANEL LENGTH 0, 441 Bamo mnm Fr- I.P 24 GAGE GALVANIZED STEEL STORM PANEL,1N 1. INSTALLATION ARE ONLY VALID FOR MAX. A-S.D. DESIGN SHALL BE 2'-6- *, PRESSURE RATING 4/- 40.0 P.e.f, AND 6'-0- MAX ? STATE 0 -'• -- --y M PANEL LENGTH. �1 C O ENe. GLOBAL PROTECTION PRODUCTS. LLC. DUE 0: (OR10yMII Iepp it SI 51Ri1 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD coFne'y� aM[ iL ns,4 ; .. MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC $/ ' •' ryry EN N ( ,,3R4j F.i1i ram: (FM1 m•.M, .Huc: (P6.,re-,w. TAX (u.Ma}-Sort 20-175 DENSITY OF 0.55 OR EOUAL rA-000e)n �" InC /1/IIMn IWIT/MR Ot, .ARP A nLL)f Jr.. PC Y .Flu 1eIQT Or M 441 , is r / } P'EOP I45� UDDIXiBi ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE'k°.°,w `Aga GALVANIZED STEEL STORM PANELS (HVHZ &NON-HVHZ DESIGN PRESSURES: w AS NOTED IN DESIGN DESIGN NOTES: I SCHEDULES WIDTH UNLIMITED POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER - W 1Mi fj x (PERP. TO PANES $PAN) SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE RE IREMENT$ AS TOP MEANT (CONN TYP. DETERMINED IN ACCORDANCE L ASCE 7 AND CHAPTER I ISIR = TYPE AS REQ'D) SECTIONS 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN u V OR EQUAL TO THE POSITIVE O0. NEGATIVE DESIGN E> OPTIONAL 4--ID STITCH PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ( a uS -}I BOLTS WITH WASHED ASSEMBLY AS SHOWN. W(NGNUTS FASTENED O T OVERLAPS O MIDSPAN (USE GENERAL NOTES: mg _ PJ APPROPRIATE SPAN TABLE) f g'Q � I. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN +n O ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE Ali O W Z S� SEVENTX EDITION 2020 FOR USE INSIDE AND OUTSIDE OF THE HVHZ. PER L�i PLAN VIEW (( ) S TAS 201, 202 AND 203 EST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE MI E MOMENTS WHICH MAY APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE (n IF wRO 156" ADDITIONAL SIrE-SPECIFIC SEALED ENGINEERING. > 2, NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN Of THIS SYSTEM. ' 3. THE ARCHITECT/ENGINEER OF RECORD FORTHE PROJECT ILL; ASTRUCTD RE WITF1 Y7 HIfN THIS DESIGN MUSED SHALL BC RESPONSIBLEL7 i/ THE INTEGRITY ALL SUPPORTING THIS DESIGN HI }n :k J SMALL BE COORDINATED D BY THE PERMITTING CONTRACACTOR. 0 yL J 1 A ORDER DEVIATE FROM M[CIFIC'S[PLGO ENGINEERING SHALL N REEppUIRtD IN F OHEREIN. C NNIATE FROM LOAEB, DEFLECTIONS, (KIT SPANS CULATI ED BOTTOM47YPEAS i 1 MAYO CONTACT THIS ENGINEER 1-0R ALTERNATE SPMI CALCUlA720H5 AS • (CCW N I MAY Bt R6DUIRl D. tIi N B. _ HEQ'0) \ 5. TnI SYSTEM DETAILED HEREIN IS GENERIC AND GOES NOT PRWIDE �I A> y R0.391' / INFORMATION FOR A SPECIFIC SITE. MR SIR CONDITIONS DIFFERENT FROM LU / O.37S" THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED W MAY BE AT �- ARCH ITECTSHALLPREPARESITESPECIFMDOCUMENISFORUMIN yz2 Wpp qI 8 BOTTOM CON1.4M.1 -11 THIS DOCUMENT. } Y 6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED a << 1 TYPICAL VERTICAL MOUNT ELEVATION PRESSURES DIVIDED BYA 1.5 SAFETY FACTOR. 7. ALLFASRNERS TO BE JC'D OR GREATER SAE GRADES UNLESS NOTED y( N.T.S. ELEVATION OTHER\VISE. FASTENERS SHALL BE CADMIUM -PLATED DR OTHERWISE 1 CORROSION-RESISTANTMATERM AND SHALL COMPLY WITH"SPECIFICATION5 Z •+ FOR ALUMINUM STRUCTURES" SECTION 3.3 BYTHE ALUMINUM ASSOCIATION, Q u TOP MOUNT INC.. & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. t•,) B ALL STORM PANELS SMALL eE 24GA STEEL. L-0.024' L MK Y (CONN TYPE 9 STORM PAVANS SHALL CONFORM TO ASTIR MST STRUCTURAL QDALITY AS REQ'D) (SPAN ABWE STEEL. G60 GALVANIZED COATING WITH A MINIMUM FY-4e3 KS1. W TRACTION) l0. ALLALUMINUM EXTRUSIONS SHALL BE 6063-T6ALUMINUM ALLOY. -� UNLESS NOTED OTHERWISE. Q Ili. TOP 6 BOTTOM GRATIS SHOWN MAY BC INRRC XANGAD AS FI[lD BOTTOM CONDITION5 DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR J HOHI2ONTALLY AS APPLICABLE. J W NT 12 CONCRETE ANCHORS NOTED HEREIN SMALL BE EM BEDDEG TO Q CONN TY XON-CRACKED CONCR ETE ONLY. INSTALL ALL CONCRETE ANCHORS PER m �< YL' 23. rHECONT5 RECOMMENDATIONS. AS REQ D) 13. THE FROM DISSIMILAR RESPONSIBLE O INSULATE E Pik ALL O-{ z ]: MEMBERS fPAq DISSIMILAR MATERIALS TO PREVENT ELER0.0LYSI5. S �� 3 2 -OBSTRUCTION 14. ENGINES RSEAL AFFIX ED HEREAION BY CONSTRUCTURAL DESIGN AS <a � O (LOCATION MAY VARY) SHOWN ONLY. USE OF THIS SPECIFICATION BY CXINTRAROR, at, eL eQ� INDEMNIFIES B SAVES HARMLESS THIS ENGINEER FOR ALL COST 6 DAMAGES R E = N L n a INCLUDING LEGAL FEES B APPELLATE FEE$ RESULTING FROM MATERIAL > TOP MW NT FABRICATION, SYSTEM ERECTION, A CONSTRUCTION PRACTICES BEYOND THAT P[ LYXICH IS CALLED FOR BY Li!OCAL, STATE, A FEDERAL COOES 6 FROM IBM M D 8� (CONK TYPE ONIATIONS OF -5 PLAN. i A$0.EQ'D) 15 . EXC mT AS EXPRESSLY PROVIDED H EREIN, NO ADDITIONAL IL UMPCCATIONS OR AFFRMAMONS ARE INTENDED. 1� 16 ALTERATIONS, ADDITIONS, OR OTM ER MARKINGS TO THIS DOCUMENT a 9 RRt NOT PERMITTED AND DNVALIDATE THIS CERTIFICATION. >i Q LmaX I1. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL JINg C y BOTTOM MOUNT (N PER EVERY 30 FEE., CONTAINING THE FOLLOVONG INFORMATION. ILjjT C (SPAN BELOW TYPE AS REQ'D) ALLAM EI(ICAN SHUTTERS AND GLASS OBSTRUCTION) WEST PALM BEACH, FL PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL Y."-2D STITCH TASFLORIDA'PAODLKT ATAS 20a 5. VPROAS VAL NUMBER G�711a1TReNt WIwIlOOPE PRcm DED THAT CONNECTIONS AND BOLTS lYllli WASHERED \ ANCHORS ARE USED WHICH SATISFY WING NUTS FASTENED O 20-31543 SPANS ABOVE a BELOW OBSTRUCTION. OVERLAPS O MIDSPAN (USE APPROPRIATE SPAN TABLE) VISIT ECALC.10131643 ■ $f� VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS MenBae93wDEbRIM»IFfOPE ■ / 1 N.T.S. ELEVATION rtireAAAroxA n.Arro, elaonn ANeeoLelcea C,IIJII ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANEL SEPARATION MM GLASS IHVKZ. WIND ZONE 4 a ESSENTIAL FACILITIEST - MAXIMUM DESIGN ALLOWABLE INSTALLATIONS1E55 R INSTALLATIONS GREATER PRESSURE SPAN lm) THAN 30'A80VE GRADE THAN 30' A80VF GRADE (PSI) /30 1300 _ 6D6 7.16 ' •/-35 Moin 6061n _ 7.36 v .40 / 33001n 606 n 606 ITT - 7.16 _ --2.161n _ •/d5 130.Dw 130.0m 6061n 7.161n '.. • S5 ]066m 6.08 in 2.35m / p0 93.1 609 7.53 _. • -70 / 36. a 6 17 m 2.90 m :PNAN SLaitUULt NU I t5: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD B PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS EQUAL THAN OR UAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FASTENERS' ARE STUDS USED IN CONIUNCTION WITH ALL MOUNTING EXTRUSIONS I"P-TRACK, STUDDED ANGLE, ETC.). USE C25 O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL'H'- AND 'U"-HEADERS (INCLUDING BUILD OUT CONDITIONS). 3. LINEAR INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONE$ 1 THROUGH 3. THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. MINIMUM ALLOWABLE SPAN SCHEDULE MOUNT gg A. 1(TOP H..d. G' IF I 0" 1 27 4' 2S r 24' r A• 27 2e- Bu1daA'U, Hat, 01 V Cr rr 24- 25- 2r 24- T 24- 2r 2V 24 'U" M.rdN G' 0' 0" 2r 2r 2r 2r r Crtr' 2 rr 2e' N6a 2F549N10 2r rr 23' 31' 31• lr 30' 2r 30a" I7• ST �DN'F Track N' N' 7A' 30' 4r 48' S7 2P 2 r 4e• 31' 5r ii "P'TncR 2S' 2S 2S 31' SO" Sr 70' 50' SV 2S 50' 71" 55' SRtl 2r 2r Zr II" 2V 30' It- 2P 22-1 2a' I It- 1 31- I_ Droa NOILM 2r 2A• 2r 30• 4r ST 2V 4r 2r 48' 30• sr •U• H-INI, P V P 23- 2r 25• Fr 2r 0' 2r 2r 2W `F• Tntd1 24" 2r 24` W As- 50' 2W 4C 24• 4e` 3P Sr SpW Sin 2r 2S 2S 1 V 30' 31' 11" 30' 2r 3(r ++• 3r 'C-T,.M 2r 29' 2W 3r 53' 55' 3I' 5r 2r Sr 1]• Sr nANv. BtM,IA - rt • PEODA6SM4 Ur 9e.5 �n y1V�tnA N Y7 C LgQr m �9 N- Z C rnW� O W b SPANS SMOwN .WITS ARE MIrvIMUM eLLOwFAP SPANS BASED ON ANr f.OMBINAnOX Of MwNnNG N CONDITIONS AT TDP OF BOTTOM PANEL LErKi1>K LESS THAN TEASE NDnD IN TABLE ABOVE ARE NOT . rr +tc_AALf NO SG AMnaI - -1 IS AE M ANEIPED - PL lEN4�n IS -1. 1>etN -TT NDrfO TOR P[SEM�IVF MWNRNG COMe:NAn ON A80vf I SIOF f106UP[5 MGulAfp IOR AV TI I , UT MOUNTS IN TABLE ABOVE. LASS SIDE BE K PDE AIL NOT UT#D WITH Rv,LODU1 MOUNTING CWDInMS A£ APED GEPAPATIDN ID 1 GLASS SMAL BE PEP- DETAIL F oDl N A M TN P o .Ant .mlEs ro BOTH }}R. ,Yrt o vn+nov sn a eoLTSI.No }rRA PANFIs. B Bo• w: ANTI /1, PAEAS a,:s M6:5'OL Z 5. PANELS MAv SPAN M MNNIM,lN U- ONE 1 OT IT. OPn0W1 TOP On anTTd.:LOSUPfS pEP ll Q $ orENIP,G tall DnuL'r: 1, uslNc .cur MOLNNrINc COEromDN SrKMMI w THfsf I>asvr•.NGs ij( r1 OPTIONAL INTERIOR FASTENING DETAIL ` N.T.S. tn Cr le Mi z in Z w A uSt PANEL INSrAIf➢ � � i n FROM IMFAIOA Ap MQMT W � a � X -} 1 1 S5. SIDt U BRT OP MACMINt 1 A A Mr M- ON. MOLL NASnfPFC W:NGNUT �JJ2 ON NS F ACa Q X--:D F,M+Cn:NF SC-EW w W/ WAIMf, WINGNUT • 13M' O,C ti %TALSCTI'D AD MWM EFTAUSION TO AD IATNT r PAntl, �2�l�2�T��a •••[! y p 5 D ( C t - j cores -AST / ProDl {{{E ji .cs(i� ._.1 Y ! 1 D4 INSURE AMMOA�,S Ai LOnaa,IP.w!aBIM1 . [FISTING CONCRER. sPActnc °r HALF TH[ 20-31543 HOLLOW a- lM VALUE ... IN AMCrgII ATAD Ia1-I- SPACING TAME. A EACH OANEL ADJK To FCAF55 PANELI M OPTIONAL EGRESS PANEL DETAIL 5 INTERIOR FASTENING a rRMIKDMN�. 4 PC . PE D I P36S K 1-2.250" 0094 D.094"I 2 250" -�I-0 Ow, aN v1uO It 'j-�-0 094" Q 0.750" 0 1 1 I i ?0 � O.125` o� 18GA T 8oa94 8 094 O lzo" TYP, TYP Ts 0.094" Dsa" T 1 M 8 �0.062"ED 062_062'I�--E 10L3sa0o-y 1.930"E 930" +--0.062 3]5°J '�2"0062' J 6 �J 2.000 --I 2.02' 250" --I 2A00° I - 2,007" TYP OW Lx� ■ 1.180" l^".l `H' HEADTA }f HEADER @ BURD-DDT 'U' HEADER m d-PNI CLDSLIRE /� SRA FNGLE �> ` 1g 1 J I II 3.380•'MAX {7�55•• 'I 0.213qq"22 "ip z 1.5L 1.560'I- �IL.560' ip 510 0.365"- 310.655` 0196"" 00�655 0 375" 0' 1 °°j, "0.lin ; r. 12.5W'PANEL COVERAGE 0.179"-$ �11 �-I r 0 �11;- "bSS" 0. 0.350" 1.00)" N iii..11ltty K 4.6 °PAN N W 1 75 EL LE G �.F. gyp^ 0 545" p I I ,o V � �T LEG j= I .15a' '? C I P DIRECTION I T- 0.090" 0,090" �, MAYBE �- 0.Ge'. 0'] .3DS --� TYP rl" TYP_ 2,000;,"vn 0.215 I C2L5 0 0 A0.135" Ty 0,700' 090 V aULO-d1T T 1RADK ) A •E• ANDLEP- TBI�j 0•� /B� c° mACK 1 w N1Mmart o.957' lJ V A 0.313' 0.376" r r 1$0 2' -•7 r•-I�I'-`T� 655' Pa DIRECTION o.12S' N nF�Y t1oR to _IIIII 1-3.OW"�, eAiEnsED � ai o a, w_rt l..•1E:. rJLL Aa "F• ANGLE -HACK (EX7ENOED] S 4' I; 1.0G0" I V CLi-KC......nP Z t OVERLAPI C ,w n O L 25' MAX, r 4" MAX. n CDRNEIR CLD9URE DETATL 11 a.1B3I x �.25 MA%. MAX. pC BUILD -OUT W It T DISTANCE f -.,. -'r n /'�O nilnil J� U 1.000' J EMBED eta �E I,D00' - J TfiI.P...scF a�5 I i A MAX. >rl titNl I y �.25" MAX. MIN 7 r MAX MIN ^� C00.HF0. CLOSlARE DETAI .'Ff.E t. , v U EMBED DQ _ /\TPAPMWNTCLOSUREDETAR Ni.S 'J WYu ��Y t]a ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS O 12. 5' O.C. ®03�'Y•2 �®���®Ef�El3R � MM ®E>ffi9EF�®I�B3�B3ID®O�Im %, 48 11 l/ ® ®� ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPAN$ AND PRESSURES INDICATED IN SPAN SCHEDULE SHAUL APPLY. 2. ENTERANCHOR SCHEDULE BASEDON PANEL FASTENER SPACING THE EXISTI NG STRUCTURE MATERIAL, 8 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN 00.E EQUAL T X P Q L N ( UTTERS IN DETAILS CONNECTION TYPE BASED ON APPROPRIATE MOUNTING E CONDITION SE MOUNTING DETAILS ON ( SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3. 'PANEL FASTENERS" ARE STUDS USED IN COW UNCTION VITTH ALL MOUNTING EXTRUSIONS ("F'-TRACK, STUDDED ANGLE, ETC.). USE6.25"O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL •H"- AND "U'-HEADERS (INCLUDING BUILDOUT CONDITIONS) 4, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMM ENDATIOPIS 5. HOLLOW BLOCK FAST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK. 6. MNIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7- MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCW, FOAM, BRICK, AND OTHER VIALL FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/4" MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. e. CONCRETE ANC NOTED HEREIN SHALL BE HORS SHA EMBEDDED TO CONDITIONS CONCRETE ONLY. 9, WHERE E%ISTING STRUCTURE IS FRAM ING, NOD EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS PAF INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. L0. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2• X 4- (MIN.) WOOD STUD (%" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE "SOUTHERN PINE' G.O.SS OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 11. REMOVABLE ANCHORS ARE: W PAN DE ALT EUM EN ALL -POINTS THREADS 8 BRASS BUSS G. l2. MACHINE SCREWS SHALL HAVE 1/2' MINIMUM ENGAGEMENT OF THRE4 DS INTO THE BASE AN AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N 0. 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES 14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 15 Djt DIRECT MOUNTING CDNDLIONS. 16 LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET, FN &1 1 20-31543 1 9 ^W W V J IN V /E W ♦� U Q o _0 N C 0_ CU �- .� U 0 0 cu (/) = O a) 0 0 CU LL 0 .� US E O 0 0 .� / U V J Z Z W J L o ti O N X U_ Q. z cal t V c O (U cri Y W U) VQ/ W N A\ u C O 0 O T i 1 4- W LCLI C Z Z Q J CL J SHEET SH 1.5. FP-L-1 63) �.einnar 4ows LLC Si* , a0-13s7p 050 go,-37PJ_ RbboH Sc�v�t- IF