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HomeMy WebLinkAbout6296 Ten Acre Ctr o NOY 0120?,? k Zi6 pip sa63 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr 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 orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF B fold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or CIg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN orCONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N,T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt, Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW MDR or WDW. HDR, Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh, Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. 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 LENNARsm 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 y 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 FSCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. 0 ¢: W ' CD 4' c+ m 0 so �, a' in xs.:c� • w / pM < •� r4 V <� C ••,G N ��2�' l` i_p O '1'd9,atr3s.�4ti�1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E o6 N�VN ViQZWa LQ G o wLo8N N =� U) r- r� ZR w M4 aLLLL ow =°co e O 0 W �rJw j f0 o2 � M Wn Z IL IL m w N Z Q J F Z N O V U O W ❑D 0 z z o <C � Jfib. N IN to N M z D Ur o W C� � OwQ)V oUft U1) r~ w v 6 W J F— — E 4'•. U o OJ 0 N � m O C.0 w M z ¢ m Z J E CL UW �0 �D _® oa of Z OO E OQ n p az 02• d Z (N L o ¢ yz W ! 3 • ra �C ❑ z 0¢o� Y U 0 m o Z Z J ° z rq ¢ o� o W °LL a �F IIIII� CZ) CD w¢ >o aF V z°a °3 0 � O M Orn M m N r C) :3r ^ U in ~ +—+ LN O r-- N OO O N Ln M N N y r- o Z E 0 a E U n Q p m JOB NO: 22-08301 SCALE : AS NOTED SHEET NO. C S a M 81 KITCHEN MIRROR 0 0 co 0 0 � M F 0 00 KITCHEN O. BATH BATHROOM 2 INTERIOR DETAILS. SCALE: 1/4" = 1'-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW - - MIRROR VARIES � m w MEDICINE CABINET p z Q 2 LL ¢ LL Q M M M m 24" TOWEL BAR SHWR. SHWR. CURTAIN HEAD ROD p TOWEL BAR IN ON WALL ABOVE TUB OR SHWR TOILET TOWEL BAR -' ON BATHROOM WALL o SHWR. QS­ 00 ! VALVES TOILET t4 SOAP I� PAPER ° - DISH r HOLDER q o _ a' J a of w a x w U DOUBLE RODS I SINGLE ROD 1'-4"K1'-4" "L" SHAPE CMU COLUMN 0 e0 0 (V .� N O 0 r` 0 M 00 42" H UPPER CABINETS -� 36" H UPPER CABINETS 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 0 0 H BAS FINISHED CABINETS- COUNTER TOP 30" H BASE 9 t" CABINETS - u. SIN 0 1,_2 2x (M -0 cc FRAMING o 1/2" GYP i m N ? BOARD BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ SCALE: 1/4" = l'-0" m IA TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 1'-4"X1'-4" "L" J SHAPE CMU COLUMN gF1_n11 13'-0" 12'-0" 11'-8" 3'-9" 8'-3" LPAD HB O 35-SH ■- - - - - - - - - - - - - - - - - - - - - - 1 ■ I j LANAI - NOOK -- - 8'-0" FLAT CLG. AFF -- 8'18" FLAT CLG.' - 1 TILE 121-411 1 6068 SGD I - � I CN I II I - II I o_ E w I O3 I 2N - ^ - I: FAMILY I �- - - , ---, 8'-8" FLAT CLG. _ CARPET I p 14 - 2'li1" - 8'-8" FLAT CLG. 2468 - - - TILE _0 N --�-' CV'- -� z U) FLOOR G.T. L -------------- --- '� _ _ -REF ~ - ---- - �- - 16.. 5'-74" DINING (3) 2x4 #2 SPF 12 - STUDS w/ (3) 16d GG 8'-8" FLAT CLG. NAILS @ BASE 11 CARPET o0 S3 Zo TYP 10 42" H 1/2 WALL 31_311 4'_24" g OR RAILING PER SPECS 8 FLOOR G.T_ (3) 2x4 #2 SPF STUDS w/ (3) 16d - NAILS @ BASE _ 0: p N p 01 U-1 2 3 4 5 z PW D R I 4063 ARCH I = GG _.- (3) 2x4 #2 SPF 8'-8" FLAT CLG. �ca� �'cP6 S3 W. STUDS w/ HTT161 TILE AT BASE �rP j eo FOYER 1 0 - PE��NK- LAU N is 8'-8" FLAT CLG. ( ° J Q 8'-8" FLAT CLG. D. 1 TILE I S4 TILE i Irtrlrrrrrrrrrrrlrr _- o SW H 1 - 1 6-74' 4'-0 T-2411 - r 0" 1 T-10" - `� EDGE OF SLAB 2" 35 BUILDER TO -�-G - BEYOND WALL PROVIDE APPLIANCE D1 PROTECTION WHEN I00 NOTE: FINISHED WALLS REQUIRED PER FBC 1 M7 TO BE FLUSH. FIELD 1 - VERIFY. G.T. 8'-8" CLG. A.F.F. 1 --- ---- - ---- ------ --- 1 C7 8'-0" CLG. A.F.F. J ENTRY x�'� ,�`_ I z0 z 8'-0" FLAT CLG. AF (54 IATTIC -� , .- 1 ¢ as ------ GARAGE I_A�CES3'-----� o 8'-0" CLG. A.F.F. LL rr W o N TYP. @ SINGLE > L u 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 I K I I I 1 I TYP. @ S4 I I O ------------------------------- GARAGE I 16070 OVERHEAD DOOR 16-0" 19'-4" S-8" 251-0" 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. Ir z w w LU 0 J 205m FrUH >O ■ o� HB M U 00 60 z 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 Wail 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" Q +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 (D +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 SEE SIN SHEET O SEE SN SHEET 140 PHIMiNENJ 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 26 181 X 25' S.H. 13 20 X 38 3 18' X 37 3 S.H. 14 20 X 50 8 181 X 50 S.H. 15 20 X 63 181 X 62 2 S.H. 16 20X72 182X711 S.H. 11-12 271/4X26 26X252' S.H. 1H3 271/4X38$ 26x373 S.H. 1 H4 271 X 50 s 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 J X 26 36 � X 25 1/2 S.H. 23 37 a X 38 8 36 2 X 37 3/4 S.H. 24 37 J X 501 361 X 50 S.H. 25 37 J X 63 36 J X 62 112 S.H. 26 37 a X 72 36 � X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 7312 WIDE S.H. 32 54 X 26 52 � X 25 � S.H. 33 54X388 522'X371 S.H. 34 54 X 50 s 52 z X 50 S.H. 35 54 X 63 5212 X 621 S.H. 36 54 X 72 52 � X 71 z S.H. 39X59 40 X 59 NIA 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 ciassl 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT 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 (GARAGE / LIVING) R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - B SCALE: Y4'=1'-0" ca.d - o, CD >_=© L; Cq„ Cam. C7 -'-c M +� _La c 2 ea as a, �•r ar`ro� � C= c CA-FLO w �Pf! U To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E g o ci 00mm00 C-4 � O 00 N •- r rn :��9 � M M VQ 4b It F 4 C J LL W tL J �•'- a � rL Z ro C vYi U y @o 'oi z o 0 W ��°'°' m Z N M z IL J J Z O U U o o z 63 z o J Wv) S �-J �' � U � O w o U w r- _ E I 0 0 o CID Jw C13 M z2 o S. z z < ILL. Q Eo C o aN ?® 02 H _ 'xC, 00 d 8 00 0 O E O %- az ¢z �c zMO 10 Yzz z � J ° Z � a oa z z o g ;v Ww<�W v �2 ~a �3 o �z w >° v z< a ° N O >M �- m ICU a� � N r Cr a. 0 LO N N N Q n r C N N iIi d z z E ca a U -.1 Q p JOB NO: 22-08301 SCALE : AS NOTED SHEET NO. 1.1 ti W. 42" KNEE WALL WITH 1x8 CAP & CASING OR 36" RAILING ---� 36" H. CONT. B GRASPABLE RAILING 3/4" PLYWOOD DECKING - - - - �16 f - - - 14 - -( %1.3.. PRE-ENG FLOOR TRUSS 12_ 1XTREAD (TYP.) �r,1 19 /��� . -- 2x4 TB OCK RUST Ix RISERS (TYP.) f 7 _-_ (3) 2x12 `r (/ -6== - -.- STRINGERS I` 42" KNEE WALL WITH 5 ix8 CAP & CASING OR 4 3/4" PLYWOOD 36" RAILING 3 = DECKING Z 2x6 LANDING BLOCK UST 2 2x4 FRAMING 1 TYP. STAIR SECTION STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 314 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. nder-stair protection: 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. ) SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1; STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS I 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 3/4" PLYWOOD DECKING 2x6 LANDING 2x4 FRAMING SIN =N CONT. HANDRAIL RETURN TO VVHLL UC 1 HIL B SCALE: NTS 2'-4" ,. 16'-1" 1. 6'-7" 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR H1 O H1 1 D2 EXTERIOR WALLS 6 B 6 �.p @ 1/2 33 SH (2) 25-SH CORNERS D2 D2 TEMP EGRESS I CD,� 4-SH in U B P I � N 1668 SPECS. I B.F. 4'-4" co - 5'-6" 2'-4" - (j 2 ( o a: a -i W z z \J�61 I O +--- BATH ' 24 02 1- O Y I 8' "iFLAT CLG - SIM, w/ 1 3x , 48x42 - - --- - N - - - - - - ---- MSTAM36 @ BASE - 3 CES �� SH Lf� iv F� TD i D2 _ T-0" ! 2 -3'-2''- 12'-10" Sim. w/(1) T ET MSTAM36 7`A. I I '��36"x22" .F.\ @ BASE I 2: , I ATTIC L=_--- ACCESS OWNER'S cNv N O �i 8'-0"F TCLG � SUITE - TP N G RPET 2468 8'-0" FLAT CLG ! -- , CARPET a BEDROOM 2 8'-0" FLAT CLG V= - CARPET w 12'-2" 4'-8" 6 = rn rr D2 w _ r N A H1 0 � 5068 2668 B.F. J= TYP. @ 2 R/SH U N STORY. SEE JJ/S6 FOR STEMWALL o OPT. S T' 3'-4" ILE TO 'BATH `'S6 'A.F.F. 8'-0" FLAT C M TILE .__ ro ,TQ 1 2868 N 1 cdl C'4 N MJ 4068 B.F. B.F. ---- - ----- T-6" 42" H 1/2 WALL OR RAILING PER SPECS 1 12 TECH 1 11 CENTER I 10 T-3" I 9 18 I -----J 7 6 32 BEDROOM 3 4-SH N N SIM, w/ (1) 8'-0" FLAT CLG CARPET G.T. MSTAM36 @ BASE 11'-6"- - - - 12'-4" 11'-2" I G.T. MSTAM36 C'3� , m v @BASE , T BEDROOM 4 3 I 8'-0" FLAT CLG D2 , G.T. CARPET I= o 00 1/233SH `tm v I 6 B H1 I N D2 3 1 p�OMMEOR 25-SH 25-SH EGRESS 9 EGRES I D2 H1 22 D2 O I D1 L---------- 2'-1 I 25'-0" I I I I I I I I I I I I I I I I I I I I I I L--------------------------------------i 0� 1 L 3 D2 SIM. w/ (1) MSTAM36 @ BASE rn 3 D2 SIM. w/ (1) MSTAM36 @ BASE REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS 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) - 1 314" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 112" 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 �D +28.3 / -37.0 OE +26.6 / -29.1 +26.6 / -33.5 SEE SN SHEET H SEE SN SHEET MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 181X252 S.H. 13 20X38ii 182'X374 S.H. 14 20 X 50 8 18 i X 50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20X72 18ZX711 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1H3 271/4X389' 26x373 S.H. 1 H4 27 a X 50 8 26 x 50 S.H. iH5 27JX63 26X621/2 S.H. 1H6 271X72 26X711/2 S.H. 22 37 4 X 26 36 X 25 1/2 S.H. 23 37 4 X 38 a 36 X 37 3/4 S.H. 24 37 4 X 50 8 36 � X 50 S.H. 25 37 4 X 63 3612 X 62 1/2 S.H. 26 37 4 X 72 361 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 z S.H. 33 54 X 38'8 52 2' X 37 4 S.H. 34 54 X 50 8 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 z S.H. 36 54 X 72 521 X 711 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.G. 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'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TA B U LAT I O N FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S. F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - B t= c,+a coma > W = a :• o x o "I m C9 G'Y e- 4 _ r c w sr � E o 11IJ/�//f���� vt�=1�11®11WJi e - % N N u � J. FLO t� i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W E o t co 8 ` s , y N m 4 r Co V J Lu ca �•t--0 2 Wr°�pjO' co w us Z N ° Q J aN O Z OU U Fn ❑ ❑ z N M o Z � N z o � -o ¢ d; M m U)L/I z 8 0 o a--' C w � 0 V) Ul U C W � U Rig ill _ U 'o m C_✓ n d ¢ 9�01 �W COM M 0 Z 4 --I E Z M ce U oa t� � o E az Xp � &4 ao U U o Zo CV <� wo G❑ wZ W� a� L ,p C s0, mi o Z U I Z �0Z ono son U a m� 3 CD Z w¢ 1 F >° dam' z¢ a ova °O >M O n W O N � r r .►-. Cr Y r LL m N LO N .Q O N L0 h E C N N � i o Z Z E O 0 a- E io U _ Q Q J JOB NO: 22-08301 SCALE : AS NOTED SHEET NO. 1.2 LYV�Ii■Yi�III�Y�i1L"�NW>1ViIW�Ii j� _i��l�. TEXTURED CEMENTITIOUS FINISH ON CMU ------ U- FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS FRONT ELEVATION - B. — — — — — — — — — - CJ / WEEP 7 =I 00 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS — — — — — — — — — — — — — — — — — — — — — — — — — — — — FLASH I NG --\ 35 SH SCORED STUCCO BANDS SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = 1'-0" _2ND FIN. FLR. __ _T.O.M_ — — — — — — — — — — — — — — — — — — — — — — — -- ------ —------------ ------ T.O. M /ENTRY _HDR. HGT SCORED STUCCO BANDS ------------------------------------------------------------------------- --FIN. FLR. LEFT ELEVATION - B SCALE: 1/4" = T-0" 0 60 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711, All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 s-- 45 C:) �- = c U a. C O: c m v —�� LL- 16 d� ELr cla m q 0WA rye �'• . , : G RIC Jn r �'• L ' 4e/ • ..,.� �r�ftd33jitt�11�4 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) W v E 0 a C, cli 6 C N - 0 Qi 0�� r N OV r1 a C LL I �uu � 11 o 0) 0. Y Z=-O� �� �N_,7 o W 0 -;0 p N 0 m w W - ZZ Z LO Q LL a N OU U Z W 1710 v M z N o g z N z o � J M to z 0 o a--) N C6 W uF O W pOft to c Ln w � r— J E Vr L U U o cU)00 .4 401 co cozo Z c E w� o� za¢R o_ o E u Z® o 0 O O� O E N a< Q°z o ¢ wz W. -2 L N C 1. z U m M O UZ Z '0 Z (/i J .0 W m < W m F� Z U o� a W oLL w¢ 3 �o Millo CDI co a F zaT3 2 O 0 i m L_ N T-- Q U �� o ..J m LO 4-1 0 N N v N o Z E Oco a ci � ¢ o � JOB NO: 22-08301 SCALE : AS NOTED SHEET NO. 2.1 EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU 12 5� CJ 25 SH 25 SH CJ / WEEP 35 SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 6068 SGD 12 �5 1/2 33 SH REAR ELEVATION - B SCALE: 1/4" = V-0" NMI 2ND FIN. FLR. --1--- HDR --1--_ FIN. RIGHT ELEVATION - B SCALE: 1/4" = V-0" :RIOR 'TER ON AE 'URED NTITIOUS iH 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. r txtenor uovering 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 INJ _ ems® M 3 t:..a, d 3 as 1; ® 0111111111111 ����N' �► gR© ^�. •' , v 6 W U CEO41 O s s I`0 10��� / /1►nln � To the best of the Engineer's knowledge, info mation 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. rn W �E 0 co v 6 C co 0 m Ni M v LL Q C J LL JLL LL ILLLI Lu Z m � ca 6 � m C c Y W ��O_jO' w m ZCN co Z 4 J LLW = N OU 6 v W El z N o o Z � N z o � J — N z _ Om w C. U 0 Ln w N .) '-- U) UL.„ mw. waftftS J E pp L 8 _ � N U o c co ¢ 0 �® N ti o W M a05 z¢ ce E 0 �ao Q o Fz Z® oa IC6 — 20. 0,0 0U C7 N ro � d o ¢ o a z Z ¢ W w ID .5 ro c zQ V =m m o oLL Z Z _ C W TZ VJ aLNi 3 < z Zo S 2¢ a �w W o mz aQ 3 =�� co �w �'o o�la z o 3 c O 0 7 (� 4 rn m l' N CO r O :3 r r Q C X '� U m N O 04 .Q 04 0 N LO ai c N N 6i o :E Z E O cc = a o 16 W w U � Q p � JOB NO: 22-08301 SCALE : AS NOTED SHEET NO. 2.2 ��■■w 1�IiW- It.6:,�:� I.L�UYiY 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 ?4. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE (� RECESSED LIGHT FIXTURE �J P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR C r J OPT. CEILING FAN G (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER —00 #14 to lights 8 outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH 10 #8to Range 10 #6 to HVAC METER MO 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 1.5" VTR it I I —I1! 3" vTR I � � �f I <� I I 3" \/TR PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER SWITCH P11OR / IW I DISPOSAL \ I gF1 I / I u- X I G_�FI I -C7� ED N 11 I DOW I 14 INGF1� (IF[ KITCHE W REF — DEDICATED RECEPTACLE FOR ICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" WP A/C PAD GFI DISC. Ak LANAI i 12 GFI NOOK ROUGH -IN FOR IOPT. CLG. FAN/ LIGHT PRE -WIRE / jv)v SWITCH I FAMILY DISPO I PENDANT 1 ROUGH -IN FOR AS PER OPT. CLG. FAN/ SPECS ' LIGHT PRE -WIRE, in 3'-4" L / 6'-4" �u -R. I • i — GFI /KITCHEN REF 7c CH DINING j — — Ot PENDANT AS PER SPECS 1 I C.M. FOYER / / I--bB I I 11ENTR�P DB &GFI TO f GFI BEALIGNED— — — — — — — VERTICALL4 1 I:1:1:I:1:1:I:I:I:I:I:1 TI:I:I:I:I TO LIGHTS AND SWITCH ABOVE GFI @ 44" kW FD4i — GFI @ 44" 11J A:F.F. A.F.F. W.H. J / Z 1LU Z ° I Q� I (.5 Q 1 S_ ---- a u' GARAGE� _ W GARAGE LIGHT AS =_---- J 9, PER SPECS GARAGE I---------------OOR--------------- I GFI I IRRIGATION GFI @ 44" A.F.F. I I I I I I I I 1 I I I I I DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 11 IY IL LU W J 0 m �U= H Lu j0§ COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS \ / PER SPECS FIRST FLOOR ELECTRICAL PLAN-B 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. I 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 I I I I I I I I I I I I I I I I I I I I L---------------------------------------I SECOND FLOOR ELECTRICAL PLAN-B C o a ® W ono , 12- o G: 10 t� N y ca o i­ fA N = t1? as ca . M o r=-'`cc •°7 ca'x y ym•ea s. a. to o E m o CV O CV tV 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. . V) 0 gW0 1- E U d O n C co a) '0� N NN0a 6M 7 a C J LL L- —r LL LL Uj a. In J H Z co v L (6 CD w ° N >j 'Fa N (_p W6 SO c7 Z co N Z LILWZOU J < 0 ❑ o CMV M O � Z QN Z O Q J o_ - PI Z ,a �(f) c� o LL Wa U�� O W ci Ly CA rr�^ � .52 v' U RigW L z� U O N 10¢4 401 r. O O of co Z 2 o Z � ai E E o zo �� �° >� Qo Z© oa C6 QQ 00 Z O a� Q Z O °z -Z N l— L o ¢ Z m 0 � ozY �m OZ Z Z � a� <w �w oa ZZ go a i �w W C) Qo Ca) wZ ¢ 0 >° c0 d 85 0 r ° � 0 2 C:)Z co CC 0 N t— O � :3T' r _O CN CoL1 i }� O N j T— m E N N o Z E Q W m n E U Q p C 0 JOB NO: 22-08301 SCALE : AS NOTED SHEET NO. 3 t.L.l 0- 0 J U) N_ C6 4'-0" ROOF VENT 5:1� 2 SLOPE 5:12 SLOPE' I-- Z W LU ZONE-2 9 0 ATTIC SPACE O T 1170 SQ. FT. LJ y W/A 0- 0 J lu N_ � CL 01 U) Cri SLOPE 5.12 5.12 I I 5/-SLOPE� SLOPES LOPE LU ILU Irs 5:1� 2 SLOPE 5:12 SLOPE' I w ' �ZO N E-1 O ' ATTIC SPACE '316 SQ. FT. I I I I I I ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Venttt )mt Amt. Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to 5Q. IN. of SQ. IN, of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed ventilators Main 0.0 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" Y y w O S a ® X - a ;;ta_I1-4 -c to .ey3 e= cc c E cj �\���y,�1a019994iFh ego w,�, �,�� f 1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W O E 0 co a 8 ON N 0 ii N W m N r 0 � 0 H mMv xt Q L Lt Lu LL LL a J Lij Z — 0 E Y is ccri v W N O O no: W U Z (N N Z d J ZN O U U co W ❑❑ v Cl) z N M O 00 Z N O J N ^ M t! 1 z 0 o w 0 w o U w J R 8 '0 V 'aj o N C W Q �o N m o W Mz� z E z Z ® Q U Uj Fz oa cEE �o 0o z N I� KF wo o OW wW mo rp C <z za U Oizy Z z _ ram- a� �m aW J 3 0-n �N 3° C a0 z rn w W �0 5o '-- o �z J Z W 33 �o � 0 O C c 0 m 0 N Co r O :3 r Cr Y r U W CN LO O N N U') N � Q t\ T ui E .T N N o Z O WW cc E FL 0 � Q o JOB NO: 22-08301 SCALE : AS NOTED SHEET NO. 4 s V' '° '° r v r r V• V • V V � V • t V �. �. V V V' e r V Qr °r V V �. pv V V Vr °v V ®r °• V V Vr °• V V V` 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. **Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 113 OF SLAB OR FIBERMESH REINF. SEE PLAN. e 1/8tt SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN C"a 4 w U3 0- CONTROL JOINT DETAIL 00 Wp J z Z FnO C a C\ d 1 9,_n,, 3'-5" 5-2" 1 3'_5" 2'-6" x 2'-6" x V_O" w/ (3) #5's E.W. TYP. @ L AC PAD PORCH Sg �y — ■ ■ ■ I I ■ W 9 I INDICATES FILLED C LL I p T I w/3000 PSI CONC. GOUT 1 1 j CO T FROM FTR. TO BEAM w/ (1) #5 I 0 IU ■ REBAR VERT. ABOV SLAB. I I I r, o0 5'-10" 6'-10" 4" I TYPICAL @ ALL PLA ES ifl SHOWN. HOOKED F1 G I _ DOWELS w/ 17" EMBI --DMENT i I I 9 w/ 25" EXT. ABOVE S B. GRADE 40 STEEL — C.J. — 00 HVAC CHA E ■ (PROVIDE J T-1" BASED ON 1 1/2" IRECESS FOR SGD M LOCATION IREFER TO MASONS S3 - 00 I - I I I I ■ cn SCOPE FOR WIDTH. i I I � III ■ o D I aI I I _ I _ C.J. ► I _ I II J TYP. @ I TWO , 3%z" MIN. 3000psi CONC. 3-8Y$ I 4'-1" STORY SLAB FOR HERNANDO COUNTY ONLY. 3%2' MIN ■ I 2500psi CONC. SLAB OVER 6 MIL VISQUEEN III ■ VAPOR BARRIER � I0 d TYP GG ( S3 — — _ C.J. — ■ III 9 (V � to I o I I I III I III ■ ■ I I 9 L_ J _ I o IT-3" v � 910 I I ■ PLUMBING GG I STACK C.J. _ S3 2'-6" x 2-6" x 3'-0" _ C0 1'-0" w/ (3) STUB UP #5's E.W. I TO 2ND FLOOR -- —^_— --- FOR A/C O I I I I I I 1 1 1 1 1 1 1 1 1 1 1 — — -�' — K 3 1 /2" S3 I I WZ ■ ■ ■■9" 17 9" I O i;o W o "I J I "¢o W 4-6" 3'-11r, N PROVIDE 112" X 9 0 Z I ¢ OO � > J m ■ 1/2" RECESS FOR FRONT DOOR ¢ I �■ 0 ¢ `j oo d d CDTOP OF CONC./ PAVER TO } - O I BE 4" BELOW FIN. FLR. W U I M fn r M > W Fb I 2'-6" x 2'-6" x 1'-4" 4'-4" C.J. o, #5's E.W. L S3 ( q I I in TYP. @ 1■ I I ■ r ENTRY W o I A co I s3 TYP. @ SINGLE o i J j i STORY n (2) #5 VERTS w/in S3 (2) #5 VERTS w/in I vHB FILLED CELL FILLED CELL — — — — — — — — — — — — — o M 16--0" V-8" 19'-4" lo 5'-8" Z 0 Q 0 Z O Op_ !�P W `C8 J z CD n Z �O 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-13 SCALE: 4"=V-0" cv C. > LLJ ® c �. - a V_ t_t � X lJ.. VC N t� CU as as d r E .r _2 IS rc E Q V w ���oxv1111111 1 'aRO i _a N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W E 0 �, � N � 0 � N to r M LL Q tU M Nr 4 � w w �JLL 0 Lt . o- CIL Z ccC °� a s to o z tu o W U) m w W Z N tv z U U O Z W 011 U co Z N (h O Z z a r` M In Z a `o ° W(D m U Oq W o U) �N = 1 N A �6 U W J E L U O ¢ N s o w Cl)M zZ s z a , j z o > ¢N o E E Wo Z® tCa - x C)o O O Z o CV ITWO z azz ¢o � 0,Q m� 0 zZ Q) F W N Cl)N Q 3 Oo� g� ",w W w� �-Z 3 Jz _� o co ar �r zz 0 `Orr = M 0 rn to Q� N CO Q C7 Y r n U N/� N C:) O N LO N Q r ai C`N E o z OID a 0 _j ¢ o JOB NO: 22-08301 SCALE : AS NOTED SHEET NO. 5 TYP. vg)_"� CORNER I O n co 0? 10 13'-0" 2 FT3GE D2 12'-0" A @ 24" O.C. MIN. 0 J S6 LL 1129 TYP. @ 2 STORY, SEE JJ/S6 @ STEMWALL 25 FT7G FT6 TYP. 1 IOi 1 0 N Lo BRIG. WALLX O 0 D FT8G V FT11 U_ —' LNJ FT13GE BRG. WALL J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT9 )— e 22 A (2) FT9 D1 A (2) CJ3B CAB B 9 D1 7 FG3 A TYP. U.N.O. 00 m m CIO U U 5'-0" m m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" B4GE ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WINDAREA (+) VALUE DENOTES PRESSURE 4 12 1 (SQ FEET) (-) VALUE DENOTES SUCTION [ : ]-[ 2:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 1 -60.99 -60.99 -78.58—-----T— ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): lk \` �/ A I `� " ; I ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I� 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 I I I I ROOF SHEATHING: I O I I O SHINGLE:'/s' EXP. 1 (�%6) or �%3Z' EXP. 1 (3�6) I I I I I I r I I TILE: 75/2' EXP. 1 C3116) i i i i NOTE: I— —�— 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3Y8' x 0.113") NAILS + I� 3r i t�+ 16 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS ft 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. INSCREWS MAX LSTA30 EACH SIDE TRUSSES --/ EACH END OF WALL UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY ( ) 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 112" C H2.5A 565 535 10-8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/T HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 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 w/ (24) 1/4" x 3" SDS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME 1 U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY 2x4 SPF STUDS — @ 16" O.C. WALL SET BACK 2" PER DETAIL C/S3 SEE FND. PLAN o FOR FOOTING ° SPECS. V 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (3Z) 16D SINKFHS & LUGT2 3100-M 4520-F 3100-M (14) 1/4" x 2 1/4" TITENS SEE C/S3 FOR (2 PLY) OR (28) 16D ADD'L INFO. SINKERS FOR FRAME aw-�WO INTERIOR SHEARWALL @TRUSSES STEP-DOWN, WALL TO TRUSS I SCALE: 1/2" = 1'-0" 10) 1/4" x 3" WEDGE- IOLTS (2-PLY) OR (32) 1 TINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (6) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (6) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x T 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 j (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-B SCALE: A"=1'-0" C c::) > yaw C2 v C c cc cN � -p m X e = W in N' TJ N t SA Cf R W c = m 3 to �,, • � cam.+ d ,,��„ E 0 L �. FLO S 10 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 potions of the drawing pages bearing Engineers signature and seal. a 8 o �E Q Cb o 'J 00 % � n N di V u�F2r.J ° xs ej M Vim'2S LL Z LL W J LL LL a.w Z m C: o to W o Co o ��pjO' m _• ILW J co N Z Q O z W U Z N M O Cj z W NN O Q Q J U M Z a �(n W (D o 4LL cra w Um 0 w C r (V F" C/) U � w .— — E U U) N � ® I� c o � w co o z —� u-. CL E E 0 z❑ � Zo 0 CU EO 00 I--. N 0E R a� =,o ❑ °� zU 0 N t az o 2❑ wZ K� L _ C z u mE ❑ z z iv Z. o z NW W S 3 <1 o o� — �3 'S CD r = �0 V 10W z00 ,❑ a 3 = O 0 i M Orn m cc 0 CO T— N O � r Y1-- U m N O .Q 04 O N N LO Q T' ai N C`V �; r� o z Z E p y 0. U � Q p J JOB NO: 22-08301 SCALE : AS NOTED SHEET NO. 6.1 (2) TYP. C( 25' -011 OVERHANGS OVERHANGS I 51,811 19'-4 11 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 25 ft UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. ✓IND SPEED (ULTIMATE) ✓IND SPEED (ALLOWABLE) XPOSURE CATEGORY 140.0 MPH 108.4 MPH C Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 1 Od x 1 1/2" HTA20 1870 1585 10 - 107 1 1/2" EFFECTIVE WIND AREA (SQ FEET) WIND PRESSURE AND SUCTION (PSF) (+) VALUE DENOTES PRESSURE {-) VALUE DENOTES SUCTION HIP ROOF >20 TO 45 DEG. A (2j (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" [4:12]-[12 12] a=4ft � - c----�T- i \ i i I 1 0 1 I I I I I 1 I I 0 I I ( I I I I I I I r I I j I© I j -- I 13r 3r ® B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" AREA ROOF 1 2e 2n 2r 3 3e 3r C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" 10 HIP -35.94 -49.57 -49.57 -49,57 D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78,58 E META20 1450 7 - 1Od x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS 01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (24/16) or 1%2' EXP. 1 (3�6) TILE: 1%2 EXP. 1 OY16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 7V32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (21/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O,C FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. F HHETA20 2120 10 - 1 Od x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H 10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -1 Od x 1 1 /2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE-BOLTS J HTT5 4350 3740 518" ANCH. / 26 10dxl-1/2" ( ) HTT5 5795 5/8" ANCH. / 26 10d x1-1/2 ( ) K HD3B * 3130 3050 518" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/$" 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 '� a=4ft ROOF 20 TO 45 DEG. M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR - [4.12][12.12] 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" O 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 14-1 Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl 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 `Ar/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1 Od x 1 1/2" 1 HHCP2 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REC I'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD Qa 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 ("'). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x Y GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O .------(A)_- --� 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. C-3 P�11 R 2 PLY CARRIER- t x CONT LEDGER ro c F-1 L(D i Vsky �ER < 0 -T to ) ca LO W Mj SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN-B SCALE: 14"=1'-0" d ® J W OL '_ ,-omx y.=LLCA- N � p � a� a� c •�j ® � c L cc 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 veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / 1 .O Safe vertical load + Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS i i i i © � ®. � • w E I W 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1 T 81`32 1 B/1 T FORM &GROUT SOLID -1 of o �w J O w #5 BAR CONT. 8F12-1 B/1T O W" LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY ¢ w � r 8 F 16— B/ 1 T a 2 16 0 L6 Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS ci—f precastTntels = 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 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 EBAR MIN. RE AT TOP (1) REQ'D CL AR ALTERNATE POWERS STEEL LINTEL d ° ° ° ° a a .M.U. #5 REBAR AT TOP ° ° ° ° MIN. (1) REQ'D 1-1/2" CLEAR C• ° ° ° G ° GROUT L C.M.U. 5 REBAR AT _ to r j = - � ° O BOTTOM OF z w 0 c LINTELCAVITY Q V co � UJ 1 ", -BOTTOM o ¢ 0O t REINFORCING PROVIDED IN LINTEL Q ¢ C7 I w Z o ¢ _' b �,n' 22 W O � �, #5 REBAR AT BOTTOM AS INDICATED 7-5/8"ACTUAL " NOMINAL WIDTH (VARIES) u~i c n 16 GAUGE POWERS STEEL BOXED LINTEL 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) POWERS STEEL BOXED LINTEL NOTES (ALT.I 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 cementitiuos 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) Y"x1 J" TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ 2" EPDXY ANCHOR OR %2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN I I T/VVALL I ld° 8 KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = T-O" Q 8'-0" LL O 4'-6" LL O 4'-6" LL B MIN. 5-8" LL (D (D 13'-0" LL 5'-10" LL OMIN. 17'-4" LL LINTEL PLAN-13 SCALE: Y4"=1'-O" N o 9 .W i_ %— ® v a� M Cy N � � r N � Q' Q, � E C2 �s •— v CO E l.J C�j fl' U O OF U aeD L let �FTSrIIIglf�t 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. fA W d 0 co OOE U IQ O N o V N d c N r � to w ,7 N �mv� # LL Q C u-iE J w a Z @9 o W 5 '5 -02 1­ O Qi - 6j m w IL IL Z � N Z ¢ J Z N OU U)W E I] a (D Z N M O o Q V � v> - N M V^,' z c W 0 0 Cn (6 w ° U O w S V) c co cn (6 � U c w � H J E t0 ! U o m d g � � m co ¢ O g LL :cd Z E os �z ¢o z® oa U I— go U UO Zfa C O a. o Q �Z Z CV i �0 <o a� w� v pro C =Qm� pY �xaW ZZ Z J a' �O to 2 oa 30 fl- LL a w W U �' z� CD oMJ _� �t za aF �3 0O 0 = > M Om d' cis cD N T—N O Cr Y T U N .Q OO 0 N n N N o z z y E O 2 E • • a :? c a U � Q p JOB NO: 22-08301 SCALE : AS NOTED SHEET NO. 7 3 b w 0 m N L v V) O .o 0 0 O 1 v v 4 C) 0 i v a v E s v J a� LZ O U 4 V a� -o i z I 6 i c a U tz 0 r` a 0 a CV 0 N 0 m v v cn 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 DECEMB R 31ST 2003, CHRO AT D COPPER R 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. LOWERED 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 ABUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE, THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4,2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7, MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT, 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1, 1. CONSTRUCTION: 1. 1, 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1, 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD VERTICALLY DOWNWARD AT THE T OF 10Q PLF APPLIED VERT P OF THE GUARDRAIL N 0 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 + W L 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 I 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: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1) 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. 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-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER BEAMS COLUMNS ETC, TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL 5 SHEATHING 1 /32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. H 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'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4,7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4,7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all users 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 - lr and mortar along the foundation perimeter must be removed before exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, Including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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: 513 + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -393 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES, NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE G S S GS 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" 11/" 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. C= ® 3 W o ar o ra- 4 .� ao m 01 y c � � o 4••% 09-.e 4� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W g o E 8 ,+ V 0 - 0 �) N 100 � N C Q o LL = W LL a d z pC - "O Y m c ciao 3 �•roc;,m o Wr°ns`6'� m ILLL Z N Cl) Z d Z b o U 0 W El El M0M � z N ch 0 z z o U) N N z (� w m �FE U o O w U I z� W J `- - E t ¢ m o CAO w MzZ oS Z Z < U_ � QN !Z 8 V 5O � ?® oa H nj U U� 0 0 �¢ Z O o i a�p �o ¢o aZ �W W = ra z U win o Z J am QW �z [n y o z o CL a W C:)° Z w� > 0 co a 0 � O a >M rr CO m CU C7 ^, W N r C:) :3r r � m N C:) N N LO Q T- 6 N 04 o ? z E O c a E 0 a a? ¢ o c c JOB NO: 22-08301 SCALE : AS NOTED SHEET NO. SN rn x w Q x N V) 0 0 M 00 I ON 20 rn C N 0 a E H N E U s g J 17 E2 2 U 0 VI. 0 i U i Cn I Y i a 0 ti r� a 0 a N N 0 Q f7 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) - STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" 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 O O O 5'-0" 6- STUB-OUT FOR 1'-0" 0 9 0 GAS METER O ' o � U O O CV s • 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'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. "IT-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI"Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.811.7 3/4" or 7/8" wood panels Two 3/4" wood anels or 2 x _ p 1-1/8" or two 1/2" 6000s 1.8/1.7 woodpanels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 518" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x + 5/8" or 3/4" wood panel 902.0 2 x— lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking x 1/8" gap k � NT 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION 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 code for appropriate details in One 10d box areas=20 of high Vor=20,sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam O Boise Joist Blocking I tsa 3" NMI nails at F" n c- `Z/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE 1N BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD, 900 HOOK BOND BEAM w CONT. #5 > STD. 90° BAR HOOK CONT. #5 BAR - #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND /� SHEATHING PER PLAN CONNECTION —/ TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. 4 max. A I Clinch nails when possible Tight fit v 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing: - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 Of max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over /— blocking and wall or beam below.* Use 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6„ A 1,Y" ROUND HOLE MAY 6 6 DO NOT CUT HOLES I<ade Ile CANTILEVER LAR BE CUT ANYWHERE IN GER THAN 1)/2" 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 1y2" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT, DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 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. �When joists meet over wall, provide 1 3/4" minimum bearing for each. 2" min. 4" max. WEB STIFFENER N.T.S. Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End`I Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14"_ 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d _ 6-16d SIMPSC w/(22) NAILS 1 5/8"D THRU BOLT SIMPSC w/(22)' NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR =AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block - "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2' gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p `depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-� SEE PLAN FOR—"°. 4 .. • ° FOUNDATION INFO ' d' ° STEM FOUNDATION GRADE REINF. SEE PLAN X r�l i � (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A ° ° ° (WHEN SIMPSON H10A ° REQUIRED) w/ (18)10d x 1 1/2 NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"_\ CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE / r PLUMBING LINE 4 /L � tee: a d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE Fr a_ 4 4 e ° i q SEE FND. PLN. SIZE & REINF. y CW -� 47 � SN R It'>, 0 �0 G s W < c,151. O� L o°• 'g;;s;at��a11 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. 9) w Q �tE 0 co B Co N b M ci�Z tO®i M C J LL � tl Ju_LL W � a � Z' y M C a �0 a � o W = N N Z UUMN v°��On?°'co m w coz J 1 0 oU W N M J N M Q) 0f6 o 4­1 — � � a w = d O �„ N J leisLU f— — E = Y Ot iu ¢ N iT CO w M o z LL � E V wo �® oa t^ ,6 0. o o< �x CDaz N �z s- o ¢o m0 m co I_ c zo O Y °m O� Z�, J a Qz �z N �3 gz Q o a wLL r3 =r w¢ Y� o a V za °3 0 O = 1 N O rn m m N T 0 r- CL (n m N f — � LSD C-4 C) 0) N NLO Q � T � N �; ; Z M c a E co ci ¢ JOB NO : 22-08301 SCALE : AS NOTED SHEET NO. SN 1 V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS _\2� INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1 U-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & 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 & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL, UNDER EA. TRUSS (TYP.) TYP CHAIRS . WWF OR FIBERMESH M 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO a ° BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTMTI=I =III=III-1 I=1 m. D /ri-fill o I ID3161-CLASS F, IN ''-) I �1 III-� ° - -_ 12 ACCORDANCE w/ TABLE 7R905.2.6.1, P.) ZI, VARIES FLORIDA BUILDING-1 CODE 7TH EDITION (2020) I II J II I II I II II I (IIII I (IIII I IIIII 11=I I III I III I I (- 8„ RESIDENTIAL ROOF SHEATHING - SEE INSULArIDN LE 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" S3 _ 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP TYPE "X" @ GARAGE 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING # 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR 5/°GYP. TYPE O M EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11) IL INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" x 10" "J" BOLT @ 24" 0•C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w! (10)10d NAILS r - 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND Cl) ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL -1 L @ 24" O.C:) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2,� 6 x 6 W1.4 x W1.4 ° WWF OR FIBERMESH WWF OR FIBERMESH a 4 ELEV, 4-3 1/2" z 31/2" MIN. -- 31/2" MIN. Y p A.F.F. -� ° 2x4 CONT. IL `o _ b , ' :• • —° lTf— I =I I -III-° . l° I _= F119"fm�in-=►=tr 3' - _lr-1�2 (min. - 4". - 4, N r—I —�, °°� GARAGE DEPTH VARIES 31/2 (min4 _4 i1 eL_ —III—I I —I ° 1T=1i1 7T(=ITI-III=ITI 1Tf I, =1 I I=ITI I , i111 — if , � I - ,MITI �I I I ICI I IrI I � , 1 4 (2) #5 CONT. " 4" 8" (2) #5 CONT. 4„ - i 4 8" GARAGE SLAB AT STEPK**B� U.N.O.IN.TYPICAL BEARING WALL MIN STEP TYPICAL BEARING WALL STEP SHEARWALLrc_�'� @rc C SCALE: 3/4"=1'-Q" S3 "SHEAR WALL" SCALE: 3l4"=1'-0" S3 SCALE: 3/4"=V-0" S3 W/A HABITABLE ROOM 12 N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET A 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ 1co �cU 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCKCONT. KNOCK-OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) PLAN INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 1U-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL SEE CCIS3 OR tl LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" BOLT INFO. 5l8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90'HOOK (SEE DETAIL).LATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24" TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C.0CVERT. OR 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w! (10)10d NAILS @ EA. STUD O.C. WI 7" EMBEDMENT (MIN, SHEAR *SIMPSON SP1 (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] J SPACE ANCHOR 3500#, MIN. TENSION 2600#) SPACED EVENLY 2X PT PLATE #5 REINFORCING FIBERMESH BAR BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 _ ARCHITECTURAL w! (10)10d NAILS N WEEP SCREED INSTALLED w END OF 2" x PLATE WWF OR FIBERMESH r E 2x P.T. PLATE o " FINISH TYP. `- c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W D ° 1x2 PT WD FURRING @ 24"O.C. ASSUMED FINISHED E 0 D D GRADE 40 MIN. F = 40ksi _j GRADE �, ,y D ° D ' z #3 & #4 LAP SPLICE y- a ° 1/2" GYPSUM WALLBOARD r ° ° FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a - III —III m D i—_) �� o 1 #5 VERT. IN FILL Z M ,p . D 25" MIN. LAP [30" MIN. LAP] 1 1=f ! w �I—I—(_--III I= D• • III 11-1 11=1 I I_ U.N.O. O MONO OR STEMWALL CELLS (SEE FOOTING MONO SHOWN - - FOUNDATION PLAN FOR CLARITY v L °O 6 MIL VAPOR BARRIER = I I D°• ° I (=III= I =III -1 R 1 7/8" FOR LOCATIONS) > III i' I I{ I �11=� �FELIF-- N z #5 REINFORCING BAR 1x4 P.T. BASE NAILER -' �' =1' � ' � i_ z I D �. 1=T=�=I --=1jj r #5 LAP SPLICE IlI I �i' -- (2) #ON -1I4"x4" INSPECTION PORT AT EACH NOTE: 36" MIN. LAP [36"MIN. LAP] ON 5CCHARSg i_ 31/4" BASEBOARD COMP. SOIL. (COMPACTED TO I- - _ _ T i, (TYP,) FILLED CELL TYPICAL I _I li 95% MODIFIED PROCTOR ASTM -T III 1-1(I I I li .1 10" W/ UPLIFT ONLY - _ .__, __ - I_ MIN•2500PSICONC SLAG ji= il Il,__; ;i-�1 -I I _` _III_=11 =11 �I��il��'11 D1557��CI� I�hI� ��TL�T " co AT GARAGE CONTRACTOR -i. i I_ I #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER cn -I�i ��I=ICI II! III=III I-=1iI ill= III i�I iI1-1� -' ) 4" 1`4" MUNICIPALITY. TO CUT BLOCK OR POUR 1 l l -1(i_ I I;-� �' I !Ili !' 11 11 I!-� -� I-� #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLAB W/6X6 _� NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT(�ALl W1.4XW1.4 WWF OR DECO FINISH 4" to 6" _FIBERMESH BELOW GRADE SCALE: 3/4"=1'-0., S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T•S. S3 SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB INFORMATION. S3 - , r zr M �r=T=j11= I' I-r ° °p I 6x6W1.4xW1.4 _ D _ 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR =I I D I J 11= min,) 4" BARRIER _ =I fl • '• LII �„ ° ° '1 � GRADE COMP. SOIL. ° _ °O —_ _ _ —_— _ __ — — (COMPACTED TO 95% =11 11=I I=illT - a ' MODIFIED PROCTOR I I-1 - - - - - _ REBAR w/ OPT. ' 1=_ _ _ _ _ - I I- I�� -S EEN ENCLOSURE III I I ICI I I 1 I— _I I _ r, r— ASTM D1557) :7 —�— I I III —III 111=111- ' 3„ MIN, CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE 4„ ,, I I ON U.N.O.CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL) MIN' .O—. TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14" 13" PAVERS O.H.D. RECESS z O.H.D. RECESS E CV ' '—j CO —' ►-1 I� _7TI--_IT_I a ° ITI=1Tj '— M —' rl =1 I f=T I ' ' -"A III -_I I I— =1I��A. a.°�� 4„ — �°. ��— —I_ r 1=1 I I —I I' h I I- r �ITI�II ���••'''•' ��� ` I=11F IIIIIIIIII• 1 a., SEE A/S3 OR J/S6 I I j I� I; SEE A/S3 OR J/S6 `I I I I (=III I II III— II III I I — FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4" (1 STC RY) 1' 8" (2 STOR ) V-8" (2 STC. RY) GARAGE DOOR SLAB RECESS 1 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAN INTERIOR dP. d _4 1 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB -E co 6 MIL VAPOR BARRIER -"1 1- VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O,) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ��; ° AT 24" O.C. MAX, x CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN ' TOP OF BEAM •a _ d; I l rl l h�i SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r Q',%- Lh-LI-I-I �I ,T�I-r-I I III M BEAM SIZE & CONNECTION INFO N I 4 _ 1= 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 rI i I I LTI I I' tit' I II MIN 7116 O.S.B. SHEATHING FOR REINF. INFO. fi 8 z ATTACHED PER NAILING w SCHEDULE OPTION #1 = ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE _N� n U CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"p.C• TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING• `�' ' ON FLOOR PLAN w SIZE VARIES PER PLAN M CONT. BEAD SEALANT ¢ w/ MIN. (2) #5 VERTICALS 0 z GRADE E > L FILLED SOLID (SEE PLAN FORLU = 6 x 6 W1.4 x W1A 11 w SIZE AND REINFORCEMENT) Co J J 1=11 i' • i. I I ;I' WWF OR FIBERMESH r M LU BRICK PAVERS or SLAB PER z � w L1•I LU � p o v I -I! . ! ��lii I i_� _j • w (( III= a Ii �; III. �i=� Z • I_I • d' a' 0'-0" FIN. FLR. COMMUNITY SPECS " l ° rn ;I _ i (16 �II'� LU FOOTING -11 Iil II,;;II� lil-Ili IiIIIIJII„'I j_I jll__';�I - U BEYOND —II—III 111- ,, ,,.: • . , •, PAD REINFORCEMENT IIII -1il-1Ji—' 3" MIN. CLEARANCE SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. rK�� TAPERED COLUMN F M I N G rCD TN2� PATIO COLUMN FTG. DETAIL K�'�N COr� � Ku C= 22 M • I Bf +� 5 • tom' -vim ro ; f; CN «a e 71 51 �^11%,O:J e- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M V 0 0 O m 0 yM� 7 10 �v LL C •J $5z ul W W V — -p d Y Z (i3 C ('11 (n a W 0 cif N �o Z V)��M m W co N z Q J = OU v 0 W ❑ ❑ N z• N Cl) 00 z z o tZ � V ) N �h L u _LU o U _ � °ID U o I m o N O) o C JZ w M Z ¢ o Z ¢ Q E W O QO } N <N Fz zg ❑a Xo 00 O N U o ¢o p VQ az ¢z L Q ❑ W g mo ro n z 0� ZE cu -' Nm < aw z U3 Lyi h W o� z Z O go o� r3 o w4 ;o mi CD CD V' o< z ¢ x a ~ o V 3� � 0 O =N i >M L.L.. a; Ca Ca V N ,� _ O :3r m N + ^ L N Q N LO j r ui M w CN N o z Z3 E O ca m ,_ a E U 'a Q p JOB NO: 22-08301 SCALE : AS NOTED SHEET NO. w 0 m C) 0 v 0 0 0 00 0 I 0 0 t�- e N 0 v a E m E z C _ o cp �i In U 0 U i .a i L z I Y i 0 Q OF f 15 a N 19 0 a m v (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)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ VENT OR 2ND FLOOR TYPICAL C.M,U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALLMAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ F " O.C. FROM EACH HEADER FACE O BLOCKING (2) 2x HEADERPER PLAN 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. SQ, 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 I} 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 I SINGLE 2x CONT. BASE j PLATE W/ (2)16d TO - TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD • BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF TO DRAIN CE EXTERIOR WALL WALL CLEAN -OUT A SCALE: N.T.S. S4 - 7 518" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW KBNMASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a a a a a a o a a a 8" STD.90'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 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. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL _ \ r LLj \\ \ T 7 O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES o GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR ..': TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S.'11 a a a a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 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.0.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING —Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE IOOR vvvn 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) 1 (3) (2) (2) (1) LSTA30 T -16' 1 (3) 1 (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER L—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. O,o U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT, PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ_%N� SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A 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 718" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 CRICKET AS BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( ) v O/C FIELD 2x TOP PLATE `n j 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O. O O.C. MAXF_ PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA, STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS O SEE A/S3 FOR, R STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL— W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS IR1011111:14 SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP ,/� 2 ROWS 10d @ 3" O.C. (14 SPLICE �,/ NAILS TOTAL) EA, SIDE OF 48., SPLICE STAGGERED ATTACH ALL 1 EXTERIOR STUDS W/ 1A 16d TOENAILS TOT6PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+A F= 2240 LBS Jet SIMPSON C SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING P.T. SEE SECTION J/SS ATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON /� / LINTELS SP4 SP4 SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 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 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (30754 SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. 1&NUT OXIED A.T.R. I&NUT DXIED A.T.R. 1&NUT ROOF TRUSS ABOVE /_ 2X BLOCKING I I 2X8 P.T. BOTTOM PI ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL STAGGERED 4 q 10d NAILS @ 6" O.C. 10d NAILS@STAGGERED TRANSOM FRAMING ° °A BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° 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 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R� REV. 06.24.22 SCALE: N.T.S. a .._. y W +__ s� o u ci M 'C � V N m ,cl- fa 4 �' 3w CON, =� # 1. 6111111/ifv p���s �o a - < CS N U i e� r •'i Ag' -�J a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E 4 0� N m o C 0 N ai co v w a iu LL w J LL B (j w Z_ @2O� a a 9 9 o W :3 co N 0 2 tO W 1' 0 W rn m w Z, N Z ¢ k O^ N fV U o Z ❑ W ❑Hal z N M O � � m N z o � ¢ e. N M (nv) z 0 `o 4-1 t'6 LL, G) w aOft N cn 1 - J E — � 3 RigW z......�.. I L r N 0 N O N S IM o w M o3 Z LL Q� 4 E o -j°Cl_E __® , CU M O E X O oa a0 U U Rz °a L ¢ d to z m g 0 LL ZCOZ cJ ¢ ° z En o� 0 a0 NW W �o , CD<a m 3 =r 0 �o IIIIIIIIIIII' C a zla x � 3 0 O = 12 > CY) O m O N � r O � r Q 0,17— Y r o in +_j LN N Ln Q r r ui fly t\I j O N o Z c E w = a 0 a o JOB NO : 22-08301 SCALE : AS NOTED SHEET NO. S4 i w SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END, SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-? (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS --� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL \ 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD SEE TABLE) EA. END @ 48" O.C. �•� LENGTH (SEE TABLE) FASTENEDAT RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 1Od GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD7 EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d ` 2x4 CROSS BRACE APPROX. 8 & (2)10d TOE NAILS @ / FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 1 Od & (2)1Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING'` 1/2" CDX PLYWOOD OR 7/16° @ 48" O/C FOR THE (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & • AND 12" O.C. FIELD BOTTOM ATTACHED \ (2) 16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 4K2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING; 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED --`- THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" O/C 1/2"x $" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ 7 10d NAILS ( ) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX} w/ MIN. 4 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. SEE SCHEDULE" [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N r T X-BRACING, AND TOP r "' CO SEE STRUCTURAL CHORD BLOCKING N 00 NOTES AND NAILING INFORMATION �x `° SCHEDULE FOR Ix SHEATHING DETAIL BACKNAIL w/ 112' (2)16d NAILS WOOD TRUSSES �° 2"x4"CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OFfli jt]� EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE ATTACHED W/2-16d NAILS @ EA. END AT EA. TRUSS JOINT " " (2) 2' x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 'Z\ OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24'" (D = 0.14$ , L = 3) OR EQUAL (D = 0,207", L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST 4 R 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA, END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) rD ) SEE TYP, WALL SECTION FOR SCALE: 3/4"=1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ° ADDITIONAL INFORMATION. S5 ( IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ---- -„ r 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" ,SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE' 2x4 #2 SYP w/ 1 Od X0.131" @ 8" D.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACI MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 1Z" O.C. FIELD CJACKTRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL-' I L I k BLOCKING, FASTEN WITH 2x4 BLOCKING W/ - 10dx3" @ 4" O/C (2)12d TOENAILS = a SECTION g SCALE: N.T.S. S5 MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1Od TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT s EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATION UNEVEN CLG. t ) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "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" - 3'-0" 3'-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO, SIMPSON HGA10KTw/(4) 1/4"xt 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=r-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 � 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C�nz TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /`_7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX � CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. o ■ o NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGZ BAYS THAT MY BE REQUIRED BOT TOM 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 ( 1 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ® -a d d� > W o� L ��•� ;tea o k1111!0E1!!!i •o G�d S 1 Ot F0 ' Uj 4 C.- \ l r_ vSI�� �r fre�YlQ A�kE��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N w ';TE a S CO N S N_ , v 7 t7� N ID s5zS� LL L_ 5 �u.U_ 5$$ W o_ z_ S q Lu a N 2 O K. :,'MNCD r O WU) c' m 2 MZ d J N O U �d 00 U co z I] ❑ N O �o O_ irs ti M Wv) M v - 0 tt3 W W ° U ® w o cry � �V) Oft CD c W J 8 as z z t a.J O N Q N O 6 orr w co z¢ Z g S Z � Q E E O Z ❑ WO } N aR �® i— a- xU -M 0 0 �U �� o E N oa W� I- ,v� wo o ¢om� may^ O CD C = U wS 0 � >z J <m 2z en N O U !� o LL a NW U FF VOiLL =� a0 <D FIB QTU a 2i O O O i OQI m C� CV Co r M N L0 �.. a -j tO .Q N N Lo CN n ai m N o Z z E O `m o c E U 0 ai a Q p � JOB NO: 22-08301 SCALE : AS NOTED SHEET NO. S5 3 -n w N s m ED v- V) 0 J M 0 Or N 0 O 0 a C" CV 0 i na E N E 0 v D) tom. O U 0 i v 'o U i a C0 I i O v tz: 0 n 0 0 a N N 0 ¢ m 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R9032, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION —'— BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE ATTACH 2x STUDS TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP.. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN --�� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O. BASEBOARD MIN. 2500 PSI CONC. SLAE MIN, PSI MAY VARY PER MUNICIPALITY (V T I -III III -III III 6x6 w1.4xw1.4 I=1 I Imo -III -III -I I I WWF OR FIBERMESH Ih I I' 111 I II I II 111 I II I I II I 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 LU 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LL z LAYER 1/8"THICK. INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ---METAL 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 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) 4"x4" INSPECTION PORT AT a: a EACH FILL CELL TYPICAL LU U) n AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE FINISH GRADE co a. :a 00 ° 11 I -I 11=1 11=1 I F _ - o A G IJ=1 11= 11- Z • ° IIIIIIIIi�llll f ' I . , , I 11_ \-STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR I �i - (SEE DETAIL) W/3" MIN. CLEARANCE 4" 11 1'-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION, SIMPSON LSTA24 STRAP wl (8)1 Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL— ffl / *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)1 Od x 1 1/2" TO BAND --- JOIST AT EA, STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1 ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS END SHEATHING TO )F BEAM OR GIRDER ATE 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 m 2ND FLOOR FRAMING -SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-O" OF NAILS @ 24" O.G. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN, 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)1Od@6"0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED 13 INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. DETAIL FLOOR TRUSS)60� SCALE: 1 1 /2"=V-0" S 6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a-^— - a n . .a. ° III=III ° ad '° n °a.eitil � I hI I Ii rl '"=I III„ I !—Ili—III—III—III—I (3) #5 CONT. ON 3" IT—I�1—Th—r�I—lit 8" 1'-8" g„ CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING PROVIDE x BLOCKING AS REQUIRED PER D O SECTION X-X IF NOT FULL HEIGHT SHEET C z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE F F SHEATHING w x SOLID 2x o C BLOCKING @ ALL S C SHEATHING 0 EDGES (SEE OPENING SECTION X-X Lu D U C x w LIL—x if E F 2x STUDS w BEYOND. SEE PLAN 0 U) A �-2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S S 1/2" v2„ 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 SECTION X-X T4/ SFFA �qN 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES, A MINIMUM %" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANY8". v7 OA NAIL AT BASE 2 ROWS @ 4" O.C, w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z W = Q NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. c=n O STAGGER ALL VERTICAL JOINTS &NAIL @ 4" O.C. J o w/ 8d COMMON NAIL o LL O F PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > Q P 0 c w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q x P 0 0 n v~i OF F MM �+ O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL V) w 0 w0 F- MEMBER IF GABLE END c "- NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE op NiFR�OR \ N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL -2x STUDS TYP. -P.T. BOT. PLATE -FLOOR TRUSS / 2x BLOCKING HORIZONTAL @ 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 WWF OR FIBERMESH CN co A °. A. 1 A eA 4� Im 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) (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 1-1 f (3) # 5 REBAR ON 3" CHAIR 4" V-8" I W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" G+ ADDITIONAL INFORMATION. S6 m w 'c+ > u.a in `y CD rrs a F' ,3 M .M >^ r _ � � o , Z �� �,go W/V �J C tip-_Cg �C C� Uj ... U Ck f�3�r����`�tii� 11 ll:�►��'���'�`'�r` 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. M W E 0 8 0 ul0 0 N r 0? 0 0 ICN.� ov a c s Z N 0 L f6 0 Z O W u��O^?°' m w LLZ M N Z Q N OU �E 0 z ❑ ❑CD affilift Z N M z o� z o Q 7t, J M M U) c/y z -@ 0 +y 0 o O �y N �V) U) (� a— c i c� ,U, F— _ EIn m3°. tee' � ti coco w co p << � j CB E Z o aLL > N < 'T 'vd! < ° o w_Z❑�=>a C=) ww <mO 01 -U .2 >zZz Wcc QON z�a0�<U W 30d 3� lh V. 0 Q 4 = > CM V rn M T N CO C) s� r ^ U N 0 C) N Ln N Q I� ,-- ui w N y r o z ca Z /N� E as cc v :? ci 9 ¢ o c C:a JOB NO : 22-08301 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE: 2' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 0,, V MILL 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 J" ANDJ' 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 kRS IN WALL --2x12 SYP BEARS IN WALL B x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C 2x6 SYP ROVtDE MOISTURE PROTECTION LATTACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/-1"X2x4 PT NOTCHED INTO STRINGER FOR STRAP TAPCONS @ MAX. 32" O.C. AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND / \ NAILS) OF STAIR TO CONC. W/ J' X \ NAILED TO STRINGER 2 -14" TAPCONS @ MAX. 32" O.C. / VIEW "A'" SECTION VIEW "B" SCALE: 1" = V-0" 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 GA SECTION VIEW "C" \ SCALE: 1" = V-0" TOP OF STRINGER STRINGERS G---L� E--j 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" STRINGER CONTACT POINTS \ NAILS) ---I_ __-1 SECTION VIEW "D" SCALE: V = V-0" FILLER STRIPS ADDED a' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP 0 T BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = V-0" 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING 3/4 PLYWOOD ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED ---\ i NAILEE DRAFT Srn,P OW 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 11x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING /Hk\ SECTION VIEW SCALE:' = 1'-0" 2x4 PT NOTCHED INTO ' STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS r� WHI", 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = T-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW _ SCALE: �, = 1'-0" ON f F 2x4 STC 2x4 NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYERJ" EDGE GOLD OSB OR PLYWOOD OR 1 a `X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = T-0" F SECTION VIEW _ SCALE: Z" = 1'-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) 2X B OCKING 1 MTS 2 w/ 10d x 1 1/2" NAILS — D OR 3 RIS R VARIES R ECTION VIEW "H" SCALE: V = V-0" c®+o cam+ +tom _ 0 ®' c m .9 C j = E To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W E o a 8 0 ,R V � Cc:) N � 12 uJ� 7 -1 V) co # v/ in r J M � m v ' Q C J u W �tLLL � a Z 1co o � _3 y°o Q; @ N cD O O W ��°'°' m o Z ILL N Z ¢ J ZN O U N O W 13❑ U z Cl) N O O z � � z o � J — CL �{) n M U) QX Um O—� W cs v , U) U 6 Ri�- J E $+� ., c U o c U) m �® co � w M coi ¢ o� z U- M E wo® t_ O E N T XU U �¢ ao < U� , 0 o� dZ ITT<g ¢ W� r6 C - Y U N 0 8LL Z 0) J a" Q W �z v7 � CL 3 g p Z U aU a fJ > ao 3 J � '' JW >° o 16 a zl c O 0 > co O rn ns O N CO r O � r Q Cr Y r- U m N LO C:) .0 N N Ln Q j r ui Z. N N r o Z Z E a.0 ECo -j Q p c -j JOB NO: 22-08301 SCALE : AS NOTED SHEET NO. ST 3 CL' w et- 0 i m 0 L 0 0 0 J 00 ao a 0 0 0 i Cm ti N 0 E O C .c co IV ti 0 e a 0 'o i V M a o I Y i o D 0 t\ 0 0 N N 0 m 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 �1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER �_ TO PRODUCT TO PRODUCT P.T. TO PRODUCTf A / APPROVAL FOR CONN. i/j' APPROVAL FOR CONN. /� 11X4 APPROVAL FOR CONN. x4 1x4 P.T. 3/16"0 X 3' LONG FURRING / �(2) ROWS 3/16" x 3-112" i F FURRING FURRING 3-1/4" LONG X 3116" 0 j, TAPCONS TAPCON. INTO TAPCON @ 16" O.C. & 4° 2X8 STAGGERED @ 16° 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1/2" DETAIL 1x8w/(2)ROWS 8dNALS"" 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER _TAPCON @ 16" 1x4 P.T. 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. / i%% 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16' x 3-1l2' ' i ;/ / O.C. & 4 FROM EACH FURRINI :J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 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 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL BUILDOUT aC� OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x $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 9 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. 11, SS INSTALL WDW. SCREW ANCHOR --I INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK 1/4" MAX m SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 3 1/4" TAPCON (1 114" MIN. �1/4" MAX EMBEDMENT INTO �t SOLID BLKG, AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B 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 B-B LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �-- 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL K SCALE: N.T.S. SS 2'-0" SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -- —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1Old NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. 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. $ #5 REB, (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS NOTCH WEB AT ±5A Al FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4'Y? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY K'L SCALE 3/4" = V-0" SS i i L FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION 41110 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. #5 REBAR (TYP,) ® 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO �R AND NAILED W! 8d COMMON @ 2X BOTTOM PLATE W! 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TD. 90° HOOK (TYP) Yam, 2x BAND JOIST W/ FACE NAIL 10d YP.) ACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ±2' NOTC F@ @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. ® w/ (4)1l4x1 1/2"SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" THE __ TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP E70/[ 7C SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRIG WALL TYPE - PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2X4 NAILED TO BLOCKING w12-12d NAILS (*) 2x SUB FASCIA • ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.G./ 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"x114" CROWN STAPLES @ 24' MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT `' FO 1 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.* s 2 X 4 #2 SYP SCAB TO SIDE OF 2X TRUSS AS SHOWN FOR O.H. UP TO 2'-6" °�FRyq * DOUBLE 2X4 SCAB FOR Z-13" TO 4'-0" O.H. + + G4FNGry (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + PLYWOOD SHEATHING + + + BLOCKING AS TRUSS + REQUIRED TO + SUPPORT SOFFIT _ + 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 MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT 1/4' EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT I= = 1 11=1 I I 1I T * PLACE LOWER HALF OF MORTAR IN BED JOINT, DO NOT FURROW. ' ° —III--III-I I� ITI=- I—TI I PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ D D- - - - - i * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL °III - - 1= = f I F) SMOOTH. D0 NO FURROW. PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT o —III=1 I i" - GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE i� ° 'Q REMAIN FREE OF MORTAR. NOTE: `' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r 0 D, 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 1k ' (2) #5 REBAR. (1-STORY) N\ 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. 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. 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL I/ (I SCHED. ENTER PRECAST LINTEL /I . II1UJ' SEE ELEVATION ' FOR OVER HANG (MAX, 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0 SS qF:I= SHFFT nq Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 6 EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 1-. - z O 2 U O w FILL 1st 4 COURSES SOLID W/GROUT A FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. 'A OVERHAN •:y ° e: °, 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'-0" 5'-0" INISH ° ... Imo' A ° #5 BAR � . to, 11 A, p a D. 10 ° CENTERED W/ g o°., An 9 H IN TOP o • Ig ' KNOCKOUT/ c14 - - ; " CHAIR BLOCK -I - MONO FOOTIto A SIZE AND REINF. PER PLAN - °A' °• ' AND SECTION DETAILS -' CLEAN FILL .o ° • ° DIRT A. " STANDARD o v 90° HOOK N #5 BAR IN FILLED CELL, ° -; -, . -, b° Sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO � (2) #5x6 IN CONC. FOOTING N FILLED CELL DRILL 3/4"x5" MIN, HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. a ts ap LW cs sa�, . G" e�•> ,— CN a p.. b'.i • 9 ��'b . . r•' -4 �y "F d 10 �' a ............ ESSI�O� . dl8€llhE 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. WWr Eo 8 .4 0 N O w � N P� 0 inr-tiw,��V LL 0 CIL U_ W WZ — o a Y m1% W Z � � 0 7' N COW �m w Z N mZ ¢ J J Z 0 O U v 0 W co 0❑ M M Z N a o 0 <c N M = O a +-r ij- a a g f0 ml Vaal w E s zl� c� N - Q w M H Z Q E O �w � O } N zo Q N O wz Z® Da (— - Xo as UU �U o< 4 E NN v Q Z wo ¢o 2 w w � U z 0 < U m� o Z z (� N J wm ¢ • <w z (n (n ao �5 aY olQ o d 3 0 c Q = � M � d' Ca Ca c� r O � c U �� �+ n m N F" 4-1 O CV O N N � N Q j r m M N N ^ 0 Z z E N a U _j Q p JOB NO: 22-08301 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� i _'--/—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" 74- (2) #5's CONT. T&B w/ II_ 41 #3 STIRRUPS AT 4'-0" _ WHEN DEPTH EXCEEDS 30" — GRADE z N CC 1' 411 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 A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED �W/ (1) #5 EACH STEP d °°. a W 4 ° ° z cn -- i_ J PORCH SLAB SEE ___ ° FOUNDATION PLAN i e w N -- -- U) 7 z - w W/ #3 STIRRUPS AT - " T 4' -011 WHEN DEPTH , ° a 1 LOWER OR EXCEEDS 30 GARAGE SLAB V-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OOF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE ----- TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION EXTEND R " _ SLAB 1 1/2" a ,s == % (2) #5's CONT. T&B w/ 4 '+ #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH 7 FOUNDATION PLAN ` °,4 EXCEEDS 30" -- GRADE " _ d i,I - z — -- • N 1'-411 ENTRY PORCH SILL �4 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE MAS NRY INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES w/ W/ (1) #5 CON ASONRY 0 TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5 . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. I COURSE FOR BASE SIZE (3) #5's EA. WAY a ' c -I ; a - 8" ' 11 tl SLAB PORCH SLAB SEE FOUNDATION PLAN LEVELdk a (2) #5's CONT T&B w/ I - ° d z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-411 TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INF1 EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" — SIMPSON HUC410 w/ (14) — ( SEE PLAN FOR CANT. 1-6d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR — COLUMN SIZE & BASE 7116" OSB FLITCH PLATE CONNECTION INFO ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN Ri ONLY WHEN COLUMN SIZE & BASE /� ON OPTION /"� OPTION B CONNECTION INFO (� OPTION V SGHEDULDE/PLANM COMMON BM. TO POST ATTACHMENTKA SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 4 1 1 SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. BM. SPLICE OVER CL CENTER OF POST MIDDLE WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. 11 ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 wl (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 COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. ----1 RUSS/ OP WALL EE PLAN %2 CDX PLYWOOD OR Y16" 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 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2„ J-BOLT OR %2' TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS SEE PLAN FOR OPT. < .. a ° STAIR INFO, IF p° ° CONCRETE STAIRS 4. FORMED & POURED ° MAIN HOUSE a ° SLAB W/ (1) #5 EACH STEP ®• (2) #5's CONT. T&B ° w/ #3 STIRRUPS AT a ® 4'-0" WHEN DEPTH a Q ®• a, s a' 4 EXCEEDS 30" z ° N .° GARAGE OR LOWER SLAB r SEE PLAN -41° 111 SECTION GARAGE MONO 2 SCALE: N.T.S. - d N 4A' f� rN V y o 7, ?,0 W °°• N •�UA r 9 • L� fv A °••.....••°"• OFF. SSiO'l�l" 4'fl,"IfltllD9llt°�„ To the best of the Engineers s knowledge, information and belief, 9 9� , 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 4 �E 0 8 0 N 6 � N n W N 0 �"0 # r>)r-C � J mi Q CD M V' � W gCS� C s W CoU r=' S 4. en z � C: a � Wi C_ 20 ox NNW_ ii 0 W IL LLz �� _�� N Z 4 z N OU v O 0❑ M N 0 0 � o V � V^1' M �' a `o W Cr3 4-J V, , M V O LU a N , ^) � �vl U a s - = s t ( ) w ¢ N 0 61 O co w vm co N z g E ;E ° Z O oo } N z@ Z© h — R� U oo E N i a� o oQ az = G 0 z2 O Y U m ID 0 0 LL Z ° Q ¢o oz MjC9 a a d za o� 0 = O = > M V N rn T (6 L N '— O � r r C U m N �--- li? ate•+ cv N N `) Q W cc N n O z z E o N _ a E4. U ° Q Q JOB NO: 22-08301 SCALE : AS NOTED SHEET' NO. D 1 (MONO) I I I I I I --------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING . IS INSTALLED). SEE FOR 2 BLOCKING DETAILS % FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS—� G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP SIMPSON LSTA24 w/(18) 10d NAILS o. •a. o. o. o. -o. o. •o. T P. 2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END q TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d -- NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / • JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS e 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS E F TYR SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" SEE FOUND. PLAN FOR FTG. REQ. OH STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING —\ (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK mot" FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL 0 BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT t ( SURFACE 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR 23 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) -10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) Zx #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. RJAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B j, (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL -------,NAILING SCHEDULE \ FLOOR TRUSS/ !-JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. 101 SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1 /4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS )R 2 PLY GIRDER IUSS, SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS GIRDER/COL. CONK. @ 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR COL. SIZE I I I I NAILING AREA (TYP.) i (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I = SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER r7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ 3" O/C N� ,>7iN OA PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS --v PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. 11 (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 112" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o c FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT% DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYR T & B (2) 2 x #2 1 SYP U.N.O. 2xCONT. T&B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. I BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVERTOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ° ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. �-o `i r� ..: `N R Q 3= t e ' •G�' ti �, nfo • 0 �� 4 O E L 111111l1lt To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W 4 d E � 08 O 0 � O co: co n 07 N N r 7� �C # LL 4 0 N d JLL LL uJ o W c 0)° Z c`rs Co �• I6NO 0 n Z IL W C? m r' mZ d 0 Z O U U o10L W El El ISM z N M a� z z o UN N z _ � c� 0 - �N w � U O � �V) w o c U) a V U LL, J E L p m' I _- V Q t N m 4 o W M¢ Z U_ a E O E: z o0 _ >o <N Z® ❑a U ca ,� - CL 0 0¢ � _ 0 0 O � O C E N i a z ¢o o g Z �� f0 ^ <o z wy U ym m0 O Ow Z Q% co Q W �z N Zo Q o¢ a �w �� cNp LL r- H 3 Jz �F NJ o CD >0 a zr zI¢ Ij 3 s p = M CC Cm CO r O =) r r— .-� Cr r 0.. U m N �-- LO O I1*1 N C) .� 0 N t\ E N N N o z z E Q m IL E U ¢ cc JOB NO: 22-08301 SCALE : AS NOTED SHEET NO, D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME '. WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME Tt WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTK 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO BOTTO FLANG SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f in each detail that corresponds to the numbered items in the list o tructions below:. 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1 LflJl I11 V V SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WEATHER ✓E BARRIER & :ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN - OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) E0 4SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING -✓ v 1 U 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM 1'-4" PER PLAN 1'-0" PER PLAN SHOWER SEAT SELF-ADHER a a a SELF -ADHERED FLASHING OUTSIDE CORNER Q' W W m Q �J Z n fs a � 0- = w v W UJ QLu W Ui U) o U DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4°-1° BEAD of CONSTR.(0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND KI EQUAL WEATHER EXTERIOR PROOF CAULKING CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied ILL - - -MIMhorizontally, 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 F' inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM Jolsr No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 1 l 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 2V O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING ]S WC EMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLANGED WINDOW SEE FLASHING SELF -ADHERED FLASHING FLANGED applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF ADHERED FLASHING, �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO ADHESIVE AS SHOW) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as 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 THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. INSIDE CORNER ®® 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. <>- 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water R sistant Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH I. WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER e Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB% PLYWOOD, DENSGLASS ACKER ROD A FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing l e,i+iv;,. :..' A �aO Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C�1 yea -aa -a, ffi ^ter eu L c N GB. 17: c E N 0 CV t, N ti O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 4 v E 08 I v 0 N 0? 0 N � N N to Q � Q J U- l- LL LL W w o_ Z 'Fa m z o z_ o tf N � X S yW LL U ��pyO' Z m w J i N M a Z OU W El El v M � N � o Z m N13 o Q V J cx- � M z 1? `o 4 W V OLn w o wa v J oilW - Ep L U 1 ml N - AftA o co W C11)� _¢ � z g Ij ai E ZO gU Y� ZQ N C�- 8 CU U Z0 as «5 �-- C � o XCUJ CJ p =OU O CD� N L a QI o ¢ Q Z �w W . � W a ❑ z U i OE oW roJC oZ, aON �o r- 'S z z o uj m I�F C O 0 In � d' rT cc cc 0 N CO r O :3 r. Cr Y r U) U �/ o m LO O N � O N ID 6 2 N N iri r, o Z cc Z E O (n ca m E U 0 -0 v 01 4 Q p JOB NO : 22-08301 SCALE : AS NOTED SHEET NO. WP1 k� u�Dar#ltfte A([ Unit 80 m Side tTyptcalt 3 el side for hurykam UMO INSTALIATION INfORMATION Spcl ut nElis-ft sir c :dift am "di with remit 14i site Are Eltodeal Florida Department of Business & Professional Regulation Page 1 of i Building ,C,`odesand Standards z1r62gzt ProductApprovat Application Dettall CPA Boy. _ .. petg re"a Ante Pendlno JA1A. Version Marurraeturer Contact lnalnall License Validated 9v yAgtleteq atuterni tad Fill Anoroval Appi allow Affidnation 2020 Smart Vent Products, Inc, Wheat Gnelam Hermes F, N-P:E Lochs BOWden P.E. 12Ms,2026 12/1a2020 127182020 Approved Calairl Structural Cpnpo ants (87T, 441-83M PE73770 (334)300-1800 "Caragary: Products. htt'oducedase:Re%iKaf Itilsmartvent.- N-Tachnob0y compiianre Methodr Evaluation Rapt -:I - Florida Registered Ndittect ora U-d Florida Professional Engineer F `Pw'duita r' - datalltvAssulance Aparoyadfor Usa Approved for Use 1g1l Doslan Sim k... Prpduct.[Nodal. Number I Name Product Dascrlptlan �prRraet Exo[rattpn Oate In HVHZ Qutsrde HVHZ Resistant Flsssure. i $manVanl: Modal#1540•.610 Dural Function Flood and VenlilatlonVent 1213121 Yes Yea 'NIA -+10pf-zoo 2 S .dVa iModai#15 l DuatFul Flomll'and VentlationVent 121f2023 Yc NIA + 0P 3: SmartyardModit#1540620 haulared Flood Vent IW,1121123 Yes Yes NIA +100F100 4 SmanVem Model#1540�l emiolalecf Flood Vent 1p:Aaa23. Yes. Yes NIA +1o061D0 b e 1 M el #134o-524 Sinai d RV n 6 ufi a a Door t 1=0i:23 as g i G n'FloW Van. Yes Yes NIA MIA a OmenVent Modal#1544670 Wood wall It sulated Flood Vent 1215112028' Yas Yee NIA +100F100 7 $mari l:Model*1640.574 14 58qud: 0-rage Door Flood Vent 12131/2023 Yes Yes NIA WA Code '111 Version 'Manuf-tumr 11. 2024J. DraBel: Metals Soo .. Prodi Ithal Nurl or Name- 1 Drexel Mae] R-ating Systems Flo Me Dopartment of Business & Professional Regulation Building Codes and Standards. Product Approval Application Detail Contact Enpmaer &Llderse Validated BY' Jason Shumate Zachary R Finest Locke Basid4n P. (5021303-itill PE74021 (3347300-1600 isM1umete)�drexmol';upm tivalltvAdaurance Produot Description Conrrad: Bxolrartloil Date 0MG ICONS- DMC'l5i DMC.1755: 0MC20i 12WR025 DMC 5V Florida Department of Business :& Professional Regulation Building Codes and Standards Product Approval Application Detail Fee,1 art mn4I2021 Data safe Data Pernolno ,fie Validated Submitted Fat Annroyal A-v d aturtua 06/1a(2g20 oar)gi ti md2020 10r132020. ApPloed. Yes No Imml Details Resistant ... ur NIA +01-180 Peg. 2 of4 1125Y2022'. . ' Enkito ASP. ,figDom' Data Panama �[g:. Type Version Manufacturer Co�nlacf Enamels License. Validated Su Validated subm rifled FBC Approval Approved Status. Reviglon 2020 Tharma Tm Corporationl Stev - etas spoon L noon ESchnni R. '' � Ran P.E. - 1r O 0411 '1 22 20 Sf2O21 2p3 ' 22/2g21 04 - 0 6ro8l2021 rove Approved pp .. Category Exterr Dovis (800) 848 7628 PE-43409: (813) 767- 555 767-6 _.. _ . SAt CategiNi Smnging Exterior Door Assemblies. aj-person®mermatru:co Compilance Method: Evaluation Reportfrom a m I, al Registered Architect ora Licensed Florida Professional Engineer T-CSigA85R8;P'roiiudls;: :.Alw4vetlfor _ .OtialiN Assurance ApbroYedfor Use Use Impact Bowan S' ProductAdadel. Number or Name-, Product Description Contract Exnyatio 1 Dote In HVHZ Oulaide HVHZ Resistant Pressure 1 a.Thermo-Tru Fiber Classic and Smooth -Star Nominal 6&#39;8:&quotlmpact&quot Opaque 12h31I2022 No Yea Yak WA Composite:Edga. Fiberglass.Singie;D.- (InsvAng/Qutewpigl X tonfigUraUon) 2 b. Therma-Tru Floer-Ctassic and Smocth,Star Nl=1 l8&#3g;8.&quotlnlpact8quai, Opaque 12t31/2022 No Yes Yes NIA Composite Edge Fiberglas Single Docrmth' Sidelte(a)(In.Wng/Oula XO, 0Xa0XO:. confi urebons g ) 3 d er " T 'b Claeslc and S ' h-Star Th trio m FI er moot o in 6& N. ❑ i a u t e N m aA # ,$ &qu t mp ct&q g , Opapu 12131 !Zi')22` No Ye es Yes NIA - - Composite Edge Fiberglass Double Poorvdth or withoutSidelltes (Inswing/Outswing: XXor CXK0 conrlEuratlons) 4 d Thermal Fiber -Classic and Smooth -Star Nominal 8&#31&quotlmpaot&quot Opaque. 1213112' 02z ':No Yes : Yea NIA C-141/1e Edgefibeass fglSinge Dnor (InswitgDutawtg; 3C1bMiguratloer) 5 0. Therma-TN Fiber -Classic, and Smooth -Stet Nominal 88r(39,0 &gUotimpact&quot, Opaque 12/31/2022 No Yes Yes WA Composite Edga Fiberglass Single boor with Sideita(s) (InawirGiOulavA ng, XQ;: OX cr OXO confl urri ) 9 6 f: Thermal Flber-ClassicandSmbeih-Star Nominal 6&#39;0&quotlmpaot&qur Opaque Compoalte Edge Fiberglass Double Doorwirt or 12131=2 No. Yea Yes NIA 7 g. Them -al Fiber -Classic and'Smootli-Stdr 1"4tiiaut Sltlalltes:Itnawingi0u6Y(,rT XXa' OXXO configurations). Nominal 6&Ill &quotl mpaoMquiot Glazed Composite Edge Fbe plass'S4gle Door 12YdIMM No Yes Yes WA 8 h. Therms-Tru Fiber -Classic and Sbro�h-Sher Ili- rgK)utswig; X corr6gurati-) Nominal6luffti.&quat;lmpacf&quot Glued Composite Edge Fiberglass Single Door vlth 12131fXr22 Na -Yes Yes WA 9 'i Therma-Tru Filber-Clal olio S nth -Star ., adelke(s) Qnsvang/outswng; XO, OXor OXC. configurations) Nominal t139 & uo I ct& lip Glatad CortrpositTEdge pibeYglasafi' auple boor wiiFr or 12131/2022 No Yeas Yea NIA to I Therma-Tru Fiber-Deeslc and Smooth -Star without Sdel'nes-(Irrsxing/Outswing XXa OlOCO configuratona) Nominal 8&#390 &quotlmpactsquot Glazed Composite Edge Fl1lerglass Single Door 12131/2022 No Yes Yes Ni 11 k. Therlib.-Ter Fiber.Classic and SmAath Via[ (InswnglOutswing Xconhgurationj Nominal 88,il 0&quatlinpact&quot; Glazed Composite'Edge Flgerglaaa,Singla, I;%p to 12f31I2022 No Yes Yee N/A:: 12 I.Therma-7ru Finer-Classicand Sm".star Sldoloill (InsvAnglOutil XO, OXar ONO configurations) Nominal 88tti:&quotlmpoot&quat Glazed Composite Edge Fiberglass Double Dcorwth or 1213112022 No Vet Yes WA 13 hL Therma-Tru Fiber-C andSmoothStar -WthoutSidil ltes ilnewingroutewing;:XXa OXXO confgurall Nominal 6&illi &quotlmpaot&quot Glazed Molded Open Composite Edge Fiberglass Single Door 12131M22 No Yes Yes NIA 14 n. ThemlaTN Fiber -Classic and SmbcthStar 0nswrg/Oulawtg; Xwnfiguration) Nominal6&#3 i1qu Ir1r1gact&quot[dazed-Molded Open Composte Edge noergiaseSingle Door "th Glazed Molded 12I3112022 No. Yes Yea NIA 15 o. Therma-Tru Fiber-Blasslc and Sniooth-5tar Open Sidelite(s) (I r eArigilOutsWng. XO, OX w OXO oonfigu rations) Nominal 6&4398 &quoklnipaet&girot Grazed Ma ded Open Composite Edge Fiberglass Double Doorwith 12131/2M No Yes Yes NIA 16 p. Themta-Tm Fiber -Chase and Srmgoth lets, Mo P a without GlazedMolded en Sidelites (Inswfngl0utswarg XXa0=,O nflguretions) Nominal B&#398 &quotlmpact8.quot Opaque: Composite Edge Fiberglass Smgie Door with Molded 12J31I2022 No Yea Yes WA 17 q. Thermal Fiblc er-Class and Smooth -Star Open Sfdeli[a(s) (InswinglDutsMng: XO, OX or OXO confgurationa) Nominal8&#39B &quotlmpact&quot, Opaque 12131f2022: No Yea Yes NIA Florida Department of Business ;& Professional Reggulation Building Codes and: Standards Product Approval Application Detail Pag.1 di 1rD2p;f is SrgNglrtlty rri -Qdc Da. vgOzPamdind 9M 1V15e. -ion Manufacturer esntau' Ena ger:a uceitise lNalldated ey. Validated_ Submitted FSC P uru l Approved. $fetus R@waion -2020 P.GTlndustil Jeri RosvrsN wamFDill acco-GER Miami Dade BCCO• VAL 11AS72020 10fLFd2U20 11124J2020 Approved Category: Exterior Doors (9415486.6100 (78fij 31$-2590 SuhCa(egpry: Sliding 61hrlor Door keel llea 1roa-ArlQpglindustdas:a Cpmr I -Fe Malhod, Ceilitoplloc Marty or Using Qualit✓-Assurance Approved for Use: Approved for Use. IIneJLq; Beacon All (;rpylyct Modal. Numb iroe Name Product Daserlotion Contrast Explratlon.rate - In HVHZ outside HVHZ Resist Pral 8: 9(10.5570(Large M.IIellnpact) Vinyl Skilng class Door 0411142021 Yes Yes Yea N7A Category/SubcategoryManufacturer Product Description Approval Number s" Test Pressures Exp. Cute 1. EXTERIOR DOORS lFiber-Classic A. SWINGING Therm aTru and Smooth-Star(NON-IMPACT) F 0 1.1 +67.0/-67.0 pO 12/31/2022 ThermaTrui Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psi 12/31/2022 ThermaTru Fiber -Classic and muc h- Itar i(iMPACT) FL20470 + 'i.01-80.0 psi 12/31/2022 B. SLIDING MI Windows and Days Series 420 FL15332.1 - FL1 332.5 +40,0/ 40=t1 psi' 12/3112024 P GT Series 5570 NOA 21-020 . t +38.71-88.7 psf 4/ 14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8 7) FL8248. +31.01-35,fi psi 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16 7) F1-8248.10 +30.01-315 psf 12/31/2023 Wayne -Dalton Series 8000I810018200 #1124 (18X7) FL8248.11 +34.•4I-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries DiVsi n of AADGr Inc 807 707 727 747 and 847 Single & Pairs of Doors 1 r r s � FL11537.1 NIA see inst sh j (f 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +80.01 0.0 psf 101812023 PG Series 5500 F 1239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0I-55.0 psf 2/18I2024 F C. FIXED MI and Doors Windows Series 185 FL15349.1 80.OI-8 ;0 Q .psi..: 4I312023 P T Series 5520 FL243+5 NIA 4/30/2025 D. MULLION MI Windows and Doers Series 5764 FL15353.2 NIA 12/ 1/2024 PGT Series 5500 FL251. 1 NIA 5I28if2028 E. OTHER 3. PANEL WALL e Building Prod. dames Hardy Burp n m Cem 1 nk Siding and HardiePlan L Sidi a La � n le a n p p 1' � FL1319 . - 3192 2 2 1 FL1. A. SIDING NrA 12/31/2023 B. SOFFITS . Alside e i o. Solid. and Vented Vinyl i Soffit n - FL15272,1 FL 5272.2 1 + - 75r0175.0 % 1 3 12131 202 ( Aluminum, Inc. Alpha m F p Solid end Vented Aluminum S t n ed nu � FL18 44 5 5 R 54n2154, t' 2 ; 7I30I202 3 C. OTHER 4. ROOFING PRODUCTS A. AS P HA LT S HINGLE S GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamkc (for Shingle Roo 151b Felt Underlayment FL12328 (WA 812912023 Plygiass USA, inc; S Ibr Tile Roof)PGLYSTiCIC ..( TU MAX FL5259 NIA, 12/2312023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Fridge Vents FL16918.1 - FL18910.4 N/A 91912028 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12131/2024 Lomanco Inc DA-4 Exahust Vent FL17202.1 +97.51-97r5 psi 12/10/2025 E. ROOFING TILES Borah Tile Villa 900 FL7849e27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.18 - FL7849.20 NIA 12/3112025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS{ DMC 150SSf DMC 175St DMC 200S1, DMC 5V FL17679.1 ++0I-180 12/31/2025 . SHUTTERS A. STORM PANELS Products Global Protection Prc�du G Lisa iz Steel Storm Panels a n ed rm P FL 0 . - L 15 78.1 F 15078,2 NIA 1 13 1 22 2 1 20 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/3112022 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 Plated FL1999.1 - FL 99u.4 N/A JL2131/2024 MiTek industries, Inc. Truss Plates FL2197.1 - 171-2197.5 NIA 12131/2022 C. ENGINEERED CLIMBER e rhaeuser Weyerhaeuser i! Rim Board LV P L LSL # `�S i FL5527.1 - FL852 .5 7 NIA 3/31/2023 De MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-W30. 15 NA 9/ 11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/2512024 Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 102 2022 Product Approval Application Detail wig Ell or stout Bgtg note`Pendino Date Time Yerston Manufacturer CenWCt Endinee7&License: Validated By Validated Submitted FBC AnoroYal. AobraVed Stift Revision 2020 Therma-Tni Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. King; P.E. 07)2312020 07I12r1020 0712912020 10/13/2020 Approved Category: Exterior Doors (800) 843-7528 PE-43409 (813) 767-6555 Subcategory: Sir ing Exteror Door Assemblies- sjosiou-nQthermatru.co Compliance Method: Evaluation Report -from a m Florida Registered Architect nr a Licensed Florida 'FL�Lt47{f:R3'-PrddUdt5-. Professional Englneer Ooality Assurance Approved ruse Aaprowdfor Use Impact Dl See 12 Prdtluet Modal: Number br Name. product Desenption Contract Exblratlon Date In HVHZ Dutaida HVHZ Resistant Pressure 1 a, Theme-Tru Finer Classx: and Smooth -Sian Nominal &goof Impact&quot, Opaque 12181r'2D22 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (Ins mOlOub-ingX confgurai 2 b, Therma-Tru Fiber -Clasen and Smooth -Star Nominal $&#39 8 &quot Impact&quot(Opsl 1213112022 Yes Yea. "Yea WA Composite Edge Fiberglass Single Doorv➢th' .$Ideliitdl (ImMnelOurgwing )Q,, OX,or OXO. configurations) 3- 0. Therms-Tru Fiber-Giasslo and Smaollh Star Nominal 61 &quatlmpact&quot Opaque 12/3112tl22 Yak Yee- Yes < NVA Composite Edge Fiberglass Double Door with or Wthout`SMelftes (111swIngl0ltsl�iing, XX or OXXO conligurations) 4 d. Therma-Tru Fiber•ciassic and Smooth -Star Nominal 8&#39 o &quot lmpacWquct Qpaqua 12nlM22 'Yea Yea Yes WA Composite Edge Fibeigioss Single Door 0 nsvAngfOutswing; X configuration) 5 e. Therms-Tru F bervCiossicend 6rirtrooth-SFar Nominal 8&939; 08s(t lmpad&quot Opaque 1.20M22 Y-es.. Yes. Yea WA Composite Edge Fitergiaes Single Door with Sdelte(a) (Inswngl0 bil XO, OX or OXO configurations) S f. Thermal Fiber -Classic and. SimothStar Nominal 8&#39.0 tiquot)mp itilo# Opaque 1213l=22 Yes yes Yes NIA Composite Edge FlherglasaDouple Door. or withoutSldelites (Irawing/0utawrig; XX or CXXO confguiations) 7 11. Tnerma-TN Fiber-Classicand Smooth -Star Nominal 6&7r39; a Ilq l; ImpgcS&quo#Glazed: '1213112022 Yes. Yes Yes WA Composite Edge Fiberglass Single Door 0nerWrig/Outerwing: Xopniiguratioh)'. 6 h. Therma-Tru Fiber-Classicand Smooth -Star Nominal 6&#3918 &quetlmpactSiquot, Glazed -12/31/2022 Yes Yes Yes NIA ComPe511, Edge Fiberglass Single) mtJi.:. Sldelde(a) (Irawvm'/Outswing XOr OX or OXO- configurations) 9 iThermal Flber-ClessioandSmooth•Star Nominal 0&#$9,8&quoklmPspt&quct,Glued 1W31=22 Yes. Yes, Yes NIA Com`ppslie Edga Fberglaass Dauole Door with or Mthout SldetltBa (1nswlrlglOut�-nrlpg XX arOXXO 'ponflgurations) 10 I>'fherma-Tru Fiber-Classicand Smooth -Stet Nominal 8&#8"&quotlmpact&goof Glazed 17JBIQ022 Yes Yes:. Yea NIA Composite Edge Fiberglass Single Door (InsWNIOutswing; X confrl-lion) 11 k. Therma-Tru Fiber -Classic and Smaothi lap Nominal 8 Sep, &girotlmpac4&quo# Glued 121312022 Yes Yes. Yes. NIA Compoi Edge FlberglaseSingie Door Wth Sideite(s):orrer*ngloutswing;.XO,OXor OX0 configure ons) 12 I, Thems-Tru Fiber-Clossic acid Smooth -San Nominal 88 ISgO&quotlmpact&quoq Glazed 12131T2022 Yes Yes Yes NIA Composite Edge Fiberglass.0oubs, Door vdtti or without SkWitea (Inswing/Outswing, XX or =0 configurations) 13 In. Thermal Fiber -Classic and.Srnooth-Star Ncmin2l8&#3g8&quotimpagt&quo#Opaque 12131r2022 'Yes Yes Yes NIA Composite Edge Fiberglass: Single Door r4tli &quotNoriRlmpact&quot: Sldeltte(s) (InervAng/Oulsvoing; XO OX or OXO configurakiahs) 14 n. Therma-Tru Fher-Clossie and Smooth -Star Nominal 6&irl &quotlmpertii,ill Opaque 12212D22 Yes :Yes 'Yes NIA Composite Edge Fiberglass Double DoorvMh &quot;Nondmpad&quot: Sidelites(InaMngtOutsvartg; OXXO configuration) 15 o Therma-Tru FbervClossb and Smooth=$tar Nominal 8&#39;0&quodmpact&quot Opaque 1213112022 'Yes Yes Yes NIA Composite Edge Fiberglass Single Doorwith. &gydgNornimpacd&gaoP Sidelitets) QnsWirg/Outawmg;.XO OX or47(O configurations).. 16 p, Therma-Tnl Fiber-Glasslo and Smooth=Stop Nominal 8&#1 &quotlmpact&quot; Opaque 12131r2022 Yes Yee- Yes Ni CompoaiteEdga Flbergiaas'Double Door with &quotfWon•Impad&goof; Sldalltesil nsrMnglOutsmAng; OXXO configuration) 17 q. Thearma-Tru Fibar-0la..ieand SimothSt.r Nominal 6&#3Q8&quotNon-tmpacl&quaL Opaque 12J31J2022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Inswfngloutswill Xconffguration) 18. r. Therma-Tru Fiber -Classic and Smooth=Star Nominal 6&#39i68quotNon-ImpadSiquot Opaque -1213112022 'Yes Yes No WA Composite:Edgle Fiberglass Single Door with scielte(s) (IrraWngJOutawing; XO, OX a DXO configurabons) tg al Therma-Tru Fiber -Chao and SmoothJStar NominallilquotNon-I mpactRgwt Opaque lwit2022 Yes Yes No NIA Composite: Edge Fiberglass Double Door Wdi or without Sideltes(IrxaYanglOutil XX or QXXO configurations) 20 t Thermll-Tru Fiber-Classicand Snucel Star Nominal 8&#3g R&quoGNon-Impart&quoE Opaque 121$112W Yes Yes. No WA CompooEdge Fiberglass Sin Ie Door (ImeWnglOulswing; X configuration) 21 u. Thenna-TruFiber-Classic and Smooth -Star Nominal 8&#390&quotNonimpaa&quot Opaque 1MIQ022 Yes Yes No NIA Composte Edge Fiberglass Single Door Wth. Sldarlitu )(InwWrg*utsWrig: XO; OX or OXO contlburtlonsl 22 V. Therrise7ru Fiber -Classic and Smoekklr.5tar Nominela8&#39;0:&quot Non- Impe68qu61, Opaque: 121314022 Yes.. Yes. NO NIA Composite Edge : Fiberglass Double Poor v4th or wl out Sldottes Ihswi /Cute )0(orOXXO kh C rig 9 configurations) ) 23 w Thermo-Tru Fiber -CI ssro and Smooth•S n q ta_ .. Nominal 0&#3s}8 t ed. N ml ogle -I oat$ uvt fit az &q Nan mp. q i 1 0 1231l2 22 Yes' .. Yes- No N/A .. Composite Edga Fiberglass Sh is Door (Inswfnp/Outawing, X configurabon) 24 x. Therms.-Tru Fiber -Classic and Smooth-5ter Nominal 08939:8 &quot,=1mpack$quor Glazed 12i3112022'. Yes Yes. No WA. Composite Edge Fiberglass Slilgie Coop with 5delite(s) Qmsw ngiOutswng, XO; OX or OXO configurations) 25 Y. ThermlI-Tru Fiber-Gessical Smooth,Stsr Nominal 6&p39;8&quot Non-Impact&quot Glazed 1213112022 Yes. Yes No WA Composite Edge Flbsrgiasa Double doorvath or vhthout Skielttes prswing/Outswing, XX or OXXO configurations) 26 z. Therms 7ru Fiber -Classic and Smooth-Sar Nominal 8&d39;0&quollimpact&qudt:Glued 1213112M Yes Ycs No WA Composite Edge Fiberglass Single Door (Inswirg/Outswil X configuration) 27 zo. Therma-Tru Fiber -Classic and S=cth Slz r' Nominal 881liquotNon-Impact&quot Glazed- 1213112022' Yes Yes No NIA C-Posite Edge Fbegluss Single Door with Sidel te(s), (InswnglOutswi ng; Xq: OX or OXO donfgwouldns) 28 zb. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&# 0,8,quotNon-ln p8c1&qum; Glazed IV31)202& Yes Yes No NIA Composlte.Edge Fberglasa Double Door with or WthoutSidelit rs onswing/Outewiniii OXXa configurations)''. Florida Depadmentof Buseless & Profassionnl Regulation Pagel oft Building Codes and Standards 512021 Product ApproVal Application Detail Code emlry or Dole Dat. Date Parrdlno l Tvm Verelpn Manufacturor .Contact Enottel &Liaense Vantlated Br Validated u8 brott ij FSC Approval Apgrgyg statue Revision 2020 MI W irdowe and Doors Brent Sfltngar Luis Roberto Lomas. Steven M. Urlch, PE -101081 1070E2a20 1D1r.92620. 12/1512020 Approved CMegory. Exterior Doors (717) 30.3300 PE82514 - 1717)317-8454' aubCategory: Siding Exterior Door Ass,amil bsitlingsro.mwd.com compliance Method: Evaluation Reporttrom a Flodde Retail *"red Architect or a Licensed Florida Rroreaslonet Engineer rgualkv Aasuraral Approval for Use. Approved for Use Impadt )32ft sea 0' Prodi Model Number or Hama; Product tie8erlD6en Cantrae[axuaatloif Data, In HVHZ ctutsita HVHZ riselletan Pressure 1. 'SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGO OXO 12/3V2024 No Yes No WA 145.314&quotX80&quot NON REINFORCED 2 SE RIES420ALUMINUMSGO SERIES 42C UMI UMSGD OXXO AL N . .XX 127312029 No Yes Na NIA 96&qudp&o&quob HDN-REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED S,ERIES42tIALUMINUM8GD REINFORCEDOXO 17J3112024 No Yes No WA 145-3148A.oI WA,q..t: 4' $ERIES420ALUMINUM SGOREINFORCEDSERIES 420 ALUMINUM$GD REINFORCED OX 120112024 N. Yes No WA XO, XX9%quot:x5(6quot: 5 SERIES 420ALUMINUM SGO REINFORCED. SERIES 420 ALUMINUM SOD REINFORCED)= 12/312e24 No Yea No. WA 14WAuotx96&Wot: Florida Department of Business & Professional Regulation Pave I oft Building Codes and Standards 11912oij Product Approval Applicatlon Detail Code EntE�N o= J�1s 23!£ Oata P.n�Hp D � Iola Verblpn eauntrooldrer n n '& I mlta.tr Poi ear Lcense Vaile�a[gd subalfte,d PaC Aonmval Apurovad Slalus Revision 21 Way-oaton, a dMelon,rovemeadDo., Dried K-Nh John E. States Jeffrey P. Arneson: P:E iD11272020 09292026 10=020 12m6m2o ApprovedCa Captured. (330) 763-Si21 PE-51737 (904) 821-5200 - Category. Exterior Doors dkomisht:Ov2yne-dattal S.Ilcoigoi sludienal Exterior Door A;smnbilas olio Compilance Method: Evolueticn Report from. Florida ReglateredArehlteot a a LicensedFlorida Professional Engineer d-td(b24&lf2u Pr8sWCye -_ _- - - CuatlyAasurance Aporavul tar Use LP° rayedfor Usa is aIX - PressD rasa Product Modal Number or Na(ne Product Desododon boMract Exmration Data In HVHZ • outside HZ HV Resistant Pressure 3 800(18100182(0#1105 WOO: full Il 14WO'. Max hoolf. Glazing 12131,2023 Na Yes Yes .3101 aveliable In top or lntemedl asedion, 1p: 60........... 016100182.0#1123. JillMax Width 14&#3S Maxheight. Glazing. I213IW23 No Yes. Yes +30A0f--3350 ovaliable In top or Interme4 ateedlco. s 11. 8000)610018200.#1124 13&4413'Max width': 146#39 Max height Glsifng lVW2023. No: Yes Yee +34401-W30 available In top or fntenhedlate secflap, Florida Department of Business & Professional Regulation Page 1 of 1 Btalcilng Codes and Standards ru2ozl Product Approval Application detail Lode arillity dr pate Me 0a14 F-smina- 20 Ti Version Manufacturer cg tryirj Enulneer&Licari, Validated B. Validated 8,11surifthed FBC Admit Approved Status R".Idn 2020 Curves D)vls)m dtAADG .Inc,. Tom Relay UL LLC; Troy Bishop: P.E'. 1219a12020 1210112020 1221/2020 Approved Catawry: Ethel Doors (641r 424-2013. is li 947-0880 Subcategory: Exleflor DcorCgnpodents tpn.ranay�eseeeeoy.co Campllance 11141 C nifificedon MAR or Llsi m GualldAssurance ADaroyed for Use AporoVed for Use Impact ourshin Se^# ProdpCt Modal Npmher or. Name Product Dee I,ttan coilMat. oat. In HVHZ Di NVN2 Resistant �,(gggyJ,p 1 60T r0T; 727, 747, ?5717? end 647 Single and Pairs or-. nush.G-Awed and Louvered singleend pairs or 12(312025: 'Yea Yes Yes NIA Doors hollow metal doors. Florida Department of Business & Professional Regulation Page 1 P1`2 Building Codes and Standards ira2Uz1 Product Approval Application Detail Code EINI :.or Data oats ❑ata.F-dlria Date T- 'Version Manufacturer Contact gnypreer&License-: Validated By yallrill. Submittal Film AporoYal Aoarovad. Delos R.Vasoh 2420 MI Wlndovs and. Doors• BrontSitlinger. Amerlean Architaciura( &seven M, Unch, PE 11117f2020 111170120 1127/2(120 Approved Category: fMndokrs:: (71t)380-3300 ManurialAesaxabdn lrl7)317.sl aubcategory: Smgle.Hil b lingeror"lld.com complui Method: Certification Mark a listing Agwirance. AoaraVerl for Use. for Use Impact Sill Product Model. Nu itier.or.Name -.rQuality Phil Description Colxract Ellplratlon time Approved In HVHZ Outside. HVHZ Resistant B&S(9D Pressure. 2 1s8 SH 62x72 FIn1FlangeFrame I"G Single Hung. 101082023' No Yes No +601-M Lamin.had Glass N N 2 C0 N U N 2 Q- 0 -� M c CO O M cn O 0 O O .cn CD In E to o co L CU VJ Q 0! E Z Z W J /•�Y 4�+1 C-i cc - w= a ?° W C tO 0J N C! M C W C1 N c a a1 CV loi QJ 3,7 y cly t� d m ao -in w ry N 2L a � O !1 w E �J Z C{ei _ 0 L- O S.It� U 0 L W O LM I.I--t z J z Q J SHEET N0, PA 1.0. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 6.19 195aV22 code Entity a PAft M Da I Dade nm Version. Mannfadku.rer Contact.:.. Engineer&License Validated av Validated' Submitted F A Apprriveg:Mau Reviciion 202,0. Thorrra Tru Corporation Steve Jdaperatin Lyhdt+nF Schrl P.E. Ryan J, King; PE. :. 1010712021 08118/:2021 io,"IWL121 1211'.5P2021 Approved ` rl' ,. category EXke . or Oo1. s - - _. OQ 843 7826 PE 340g 813 78 , 555 8 4 78 C t } 1. Subcategory: Swinging Extolls Door Assemblies e)aaperyot>&hetmatru.co " - Compliallmettlrfd: Evaluation Relportfrom a m Florida Registered Architect -iste Ar sect or a Licensed F}xida Profesaiollal. Engineer ;fiL'EtQ-47,iPd'tjucte€ „:, 4 :. „ r fir h ,alliv Q 4 AAsurdnsa Aobroved for Use AonrovedffirlJse coo out :S aR Weduet Matlel. NumberarNama Product Description Contract ExpiraUnRDate - in fHV142 Outame HVtr2 ResistanE:. :Pressure 1 a Thermal Fiber-Classio and Smooth -Star • Nominal 8M13918 &quptNon-Impact&quot Opaque 1=112022 Composite Edge Fiberglass Boats Door '. .. No: Yes No; NIA. 2 b. Thermal Fiber -Classic and'Smooth-Star (I nswingfOutsveing: X:configuration) Morning l6&#398&quotNon-Impact&quot Opaque 1V3112022 Cont ge Fiberglass Single Door with No, Yes No WA. 3 'c. ThsrmaTru Fbar-Ciasaicand Smooth -Star al onsywngioutswlrvg XO, OX or OXO Nominal6&03 S&quot,Non-Im{raci&quot Opaque 12131f2022 Fiberglass Composite Edge Ooijble Door with or No ': Y63 No NJA 4 d. Therma-Tru. Fiber -Classic and Smooth -Star Wthdut Sidegtes (I liamrtgloutsu4ng' XXar c),= configurations) Nominal 7& ,O&qucKNon-Impact&gook Opaque 1216112022 Compol Edge Fiberglass Single Door No. Yes No MIA 5 a Tharma-Tru Rber-Ciassio'Slid Smsoth-5tar (imwWr gilOuiswing, X conflguratiol Nominal-78./*0 &quot Non Impac&quart, Opaque 120 2022 Composite Edge Fiberglass SkngieAi er with Sidalae(s) No:: Yes Na N/A 6 f ThetralFibeFErassto aid Smooth -star (InswingfOutsrririgI XO OX a OXO configurations) Nominall8$�3H;O&ciuottJon-ImpacfBqual Opaque 12r8112022 Composito Edge Sborglaes Singls Door No: Yes No, MIA - T -2. Therma-Tiu fiber-Classid:and�SlrJgoth-Star (Inswinglautswing; X configuration) Nomhat-S&#3r1;0 dquctNon-Imparquck, Opaque 12131/2022 Composite Edge Filborglacialshil,D,tior Yuitn Sid. No:; Yee No, -NIA 8 h. Thernra-Tna Fiber -Classic. and:Sncoth-Star si e(s) 0hgWngl0utavwng; XO; 6X or OXO wnfigptaUons). Noniural-•8&N3g;0&quotNolrlmpact&qucq Opaque 12f3112022 Compos(te Edge. Fiberglass Doubts Door With or SklelBea(I OXXO No. Yes No NIA 9 i Thelma-T uFiberClassic.and Smooth�_ftr wAthow nav iitgloitica ijrg(XX or configurations) a Naninat,WW8 Rlb "uotNon-Ira R : uot,Glazed 1213112022 Composite Edge F4arplass Srngte f},por p0p No: Yes No:: NIA. ill J. TherotaTru Fibar•CYassicand Smootti-Star (Inswfng(oolkwilg, X,configuratidg), Nominal`6&#3g;a&gllotNpn-Impgd&gL4 G102PA 12131/2022 Composite Edge Fibarglass Single boor tMUh Sidelite s) - /OutsvAn OX OXO No - Yes No NIA 11 kThermaTru FiberClassia and Erlloat]-Star (inavv ; XO; -a f .. ng g confi ukattolis 9 ) Nomirrels6&#39:88quoCNon-Impact&queK Glazed. 12t311202P Composite Edge Fiberglass Double Door with -or hla Yes No NIA 12 I. Therma-Tr4 FibervClassicand SmootH�Star WV-16 tt Slde1I IneAdI /OUtawn :;XXor OXXO ( ng ng. configurations) Nominal 7&i13g,O &quar.No rimparSquot, Glazed 12Y lIM22 dge Composite EFiberglass SingleDoor No; Ye's No NIA. 13 m. Themra-Tru Fiber-Cl... i-ndS-th-5tar (InSvvingfOula lgi X:coniiguralion) Nominal:7&AM;O&quokNdn-ImpecE&qul Grazed 12J31I2O22 Composite Edge FiberglaseSing[a Doorm4th Sidelde(e) OXor Nh Yes Nl'o NIA 14 nThermal Flp9r.Clairstoand Smboth,Star (InawinglOutswfng;7K3: OXO configurations) Nominal S&illaqugt Non-1 mpaotiqual Clazed 12a`10022 ComoppW Edge Flha(gloss5l gte Door No, Yes No NIA 1a Q Therma-Tru Fiber -Classic and Smooth -Star (Inswnglhuts,whil x configuration) Ncarnl'Btl3# a8rquod,on-Impad'8cp,bt Glazed 12Mli2= Composite Edge Ftierglatis9inglea Dopr% ttt - Sidelke.(5J XO; OX OXO No. Yes 1No. NIA 1S p Thermal Flber•Classfo and Smooth -Star (InswArg/outswing: a configurations):... Nominal, :Stc#,`60&quotNon-jmpact&quat Glazed 1121311=2 Composite Edge Fiberglass Dodble Door with o,t No: Yes No, NIA, 17 q. The n-a-Tru Fiber -Classic and Smooth -$tar without Stdelites (Inswingfoutswing,XXar OXXO: cogfigurdtions1 Norriulal'MM8 &quot k on Impert&gwk Opaque 12/3112022 Composite Edge Fiberglass Single'. Door with No Yes NO NIA. 18 r Thermo Tru Fiber -Classic and Smooth -Star Transom(inswing/OutavMng; DIXkonfgwation) Nominal 8039;8 &quotNon-Impact&qul Opaque/2/8112022 Ccrnposia'Edgo Rberge.-Single Door vakh 6delite(s) -Transom :No Yes No NIA 19 a Thernil Fber Classic: and Smooth -Star and (Insvaingioutswing, 0IX0, OIOX or Oil configurations) Nominal 6&#3g,8,S,quot;Nbn Impad&quok Opaque 1213/f2022 Composite Edge Fiberglass Single Door with No; Yes NI :NJA 20 tTherma Tru Fiber-Classle a no SmooR>-S1ar Sideliit l (larvingiouLswirg. XO, OX or OXO Corlbnuisue Head and-8111 coriiiguraboris) Nomlrtgl 8Ms0&quct;Non-hrpaot8quot Opaque 1213IM22 .:D_ oMth Composite leEdige.. 'Fiber laseSin01e XO, No Yes No NJA 21 U. Thor ,tni Fflher-Clsssneand Smooth,$ er ..cop. ... St SidelTe(s) (4nsannpl0ut§vAng, f7X or OXO Continuous Head arKI Sill configurations) Nominal' on-1 "ac4"° Glazed' 12J3U2 � &ij39,8 &gust, N n?p sole - 022 4 CamposltaEdge: Fiberglass S-aigla Door with or ".. No Ye, ,.. a No':. NJA. 22 vTherrr Tru Fber-Classicand Smooth -Star . Sidalital pnsva1ngr0utswing XO, OX OXO Continuous Head and 6411 configurefica ) Nominal$&8i,38;0&quckNoninlpm&quot Glazed 1213lf20222 Composts Edge Fiberglass Single Door with No: Yes NO, NIA 23 w. Therms Tru Fiber -Classic and Smooth -Star Scholl {(nswingtOutswmgr XO OX car OXO Continuous Head and Sill conhgursdons) Nominal :SM& l9;a&quot;Non-Im,paiAquof, Opaque. 12131120z2 Composite. Edge Fiberglas Door Paliels with Vented No: Yes No. NIA. 24 x Thermal Fiber -Classic -arid SmootliJtar Sideiibel {taswinglO davinnq; XX, M. or XXXX. opnfic- ions) Nominal 880M0 &quoSNon-(rnpacl&quol Opaque 1213t12022 Composite Edge Fiberglass poor Paiielswhh Vented No Yes No WA 25 y Thotma-Tru Fgrer-Cross{r::aad'SmostH=5kar Sclelite(s)(fnswinglOutswing-X ,)=o X)CXX oonfigunabon.) Nomln.1,�&�9:8kquc�Non�Impe.d&quot Glazed Coelhoste-Edge Fiberglass s arosilpVC nted 12131/2022 :via Yes No NIA: 25 . ThermaTru Fbar-Classic and Smooth -Star ;oorr configurations) Nomirrdf l&quMNcn4rr0pet8quot Glazed 12Y3112022 Comppslte Edge Fiberglass boar Pents"th Vented No Yes No: NIA 27 za,Therma-Tru Fiber-Classiaand Smooth -Star Sidelae(s)(rf&Wng1Cylswing XX.y-XXmXXXX configurations) Nomirm18M13g$,ktotNon-Impact&punt Glazpd 12131/2022 Coco skeE Fr ss Po �e bHglaSin IeDoa with adelde(s) XQ, GX OXO No Yes No NJA 28 . zb. Ther'me-Tru Flbar-C,lassicand Smooth -Star pnsvanglOutswnng or configurations) Nomimt6k#,W,-B&qu5kNon-Irrpad&quot:Glazed 12( ll2022 Composite g '- Edge Fiber lass Double Door with 9. _ No. Yes NO WA 29: Zo Thermal Fiber Classlo and Smooth,6tar _. 3&#39;O Small (Insw rialOutswing omo odurgurdiri) Nominal:'$&#39'0 &quot;,Non-ImpaGtNiquok Glazed.. 12i01f2022 Composte Edge Frbarglsse Smg1e Ooa with 3&N89:1D No Yea No: 'NIA _ zd Thermo-Tru FiberClassi and Smooth -Star ,. _... c r Sidelite(s) (1'nsW it gloutawmg, XO, OX a OXO oonflgurati.nel Nominal: 39:0& uo' o I Glazed 2/3112022 8&# .. kN n on - 1 h Poe D000k, t Composite"E a Ibe I Double Door with F ass dig 9 -OXXO No Yes .. No , NIA 31 zs Thermo 7ru FIbaNClassi and Smooth• q .Star 3 B'OSdelites InsVA OutswAn tong urai i ) No &#3 &gUpkNon ImDact&g1mt; leer 2O Nominal g 0 ' - Shaker 12A811 Z2 No, Yea e-. No N/R -r--a C- Florida Department of Business & Professional Regulation pal l at Florida Department of Business & Professional Regulation papa 91 Florida Dope tmentof Business�21; Professional Regulation 'paga7 wz T0) _eye M � to Building Codes and Standards: I15=1 Building Codes and Standards Ilar2p21 Building Codes and Standards iFr2o.21 V O = Prexiud Approval AppllcatforrDetail ProducPApprovat Application Detail Pr�oductApproval Application Detail L L N Q O , CA _. _ end. ':.: Manufatlurer ::Entity Valldalad&r. ate nlalldated. '-:su Dam pendiru ague code du'� a"inv.or. psis .�. Daft Pending. T�3'. 1796F.Sb Manutadurar E Wn6ar&.. gaffs SP�S7gt n LI 9 I De{, ¢ 2i(g. Oats pending. Wit$,. �.. r 1 FtC'cproval.. f A /r� '� Vera)U15.. CdnfaU. Bnokleer811eensa. -.. ... Submitted -- ECAbbraVar P �{41$. nui 1!!PS �ALFJ90 Ma a ror _ Cull Enprnear&Liconse ttlatda: ey. .,�+tJS, 31e 1�gjigdlgit. submitted -20 aci pprd' F {�-vet' gnarnvaa. Status. Y31F1bi8g,ttll _ ... AJaPfD.YBU $t3Ul1i -1&2070 'tips s� V / *ice U � �'^^ W i� ... GT tgn P Industriaa AffGtm.I 2029 ..::.'. -... . :.-- Jane coal Mlend-Dade BCCD CER -6Asml Dade BCCO VAL son did .. ACCO 1= 3 20 11 0 !2O A15/2 20 120 11Ai -. 20 ApproW?l Revision 2a20 Ml Wlndav3 and [>o rs a_. Brent: er and-n' ed 5teae Un' E tuned 8ltlhg A a ca Archk umF .. n M din, P t 12. � 9D10620 1o119r2020 tipwvJed Nsim Iin at. da s Ra xd3O MMtd sec Ba Category. Windom &ant 9tN' dcanPrbhletlural Eleven M. url'h PE n : Ama. a., tier .. .... rri7)365-3300 Manufacturers Association 11rZ2 912120 2! 920 /2 02 1 2 tl .. .,,.. Approved = /��rr � V♦ .� If1 Categury."1Mndovra, (941)488-0100. (7N6)3152590: Cartel. ifindovts. (717; 3e$•33% Menulacturl°rs Association (lt7)317-a454' SubCategory: Fixed (717)317-8454 b.hnngkh@. rdrsrn - - ^' � ♦V M V/ Subcamgary site Hung )rcaewaltl�plandondey;c "Categanil Horizontal Slid" bslukiger®mhrd.ocrrh. Compliance Method CerWicndon Mark a L5f6rg W -0 U -0 Cumpllarca Method: CarnEcatio, Reark a Lisang om Compliance Method Certification Mark or Listing 0 ... ::P - guar , « -__ ..:,, « _. ., .,.: ,, ., .....�,... .. .< _.. , ".,, .- .... •,:: ...�. , .. , ,. _. __- <,:., v. .:, ,«. _,. -: .set _--: uts .,- ... ., ,..,. ,< - > .. �,., ... ., .- - : ,. '', r«: d' ,' .: T ; ..,.. ...:,.., .<_. ,g"L /� L Qu atu AsauranrR ,. a a. � pprayb larUaa ve 1 A Aooro d pr Usa d Impact 1 Dal Gulall Assu ante op eve r Use sell t :L[ fLG4-- 9[i@r oved far U. ac. 1g1LL PS;:Igll ar Iry Assurance ...w� nnrnyetl inn Usn Apnrnvadidr Use llaaaGl ` Y.L. #.. rOdUc[M ar a sec P octal. ttumhar N me - ... BH560 p "tar CoMraCtEkIan Dale' Product DescNotloh gtC3L_. Vinyl 's' 0713td2028' N1 NVH t' Yes- 'DUtsIdB HVHLr.'- ., Resist ant e 'P �LL'9, WA yagL+, ProdudMotlal,Nrrmhar orNama ." Product Dascrlohan Contract Exdrrat nD : Ip As, In HVNt : D utsldeHVH2�: e I pFessure. Bak. S Product Number or Name RatluctDeserlMlon ag E%plratlon bare C°i'�' . presel.. Dulsltle NVN2 a e: ULffYtl�.. B_3J81@8S Ai4538t_ y„� LL 2 l ye_. &aaslieknpea} gfngla HungW�c,. .. Ys Yes 1 HS 188Fln endFlarigePrenro 73z821naukded doss 02/1620?d No: Yes No r551�55 1 155PW 73 x.721nauleted.(alass 0410312023. No Y. No +6N-fi0. � �� O .D E 0 Cn ^�^`` W a) 0 VJ Florida_ Department of Business & Professional Regulation Par I a Building Codes and Standards 1t8t2azi Produl Approval Appllcatlon Detail code a6hw ar Al 094 Get. pandl Data An Version M.-Iscl ref OpH l Erati"Ma jual Validated By vdidelad Su PBCAo°mval. Arpr stg(yg, Animation- 2020 PGT ndu411164 Jane Ro.mMiamt-Oslo BCC? -.CPR MiarnPodKCO-VAIL 11N' 0 0 11105R020 11/i/2C20 Approved oved datag ry-.Uwnpdns, {Qgi)4N6-OWO. ((�}395-2690`, eub6stel Fixed )t0sowsklopletldusbias:o ComplianeoMalhod: CertNcanon.Mark ousting om P.t2dY.RTd ` Pfadugi& .:. ..::.-. .. :.- - - - A . .- anca A caravbdiar-asa. Aoarovad r°r:> Cuality Ads a +� D i Ima2ffi .� _a0 #c odud Model. Ncinrberor Ni-- $� EL Produd-DescHol Comraet L'koi LMO.ta- I FI -Oul HVHZ 7 i.014- i nt Res=ta Pd$84gS. 3: pW-$$20 r4er4e Mlaslla ImvB�tM1. .. . . Vlnkd plaod VNndaw 0440,cti25 Yes Yes! Yss NtA Florida Department of Business & Professional Regulation Pagel ofI Building Codes and Standards iffil Product Approval Application Detail Code Entity or Call :j2ate oat. painting gial:.. Zolp. version Manufacturer. CorrtzdL Eiloinerx&License Validated By Yalidaw 5ulunl{tled -Par Aooroval: Approved status. R.,1cl 2020 Jarrell Hindle Building PrpducfaIrl Chad Olerdks' Vi.Andraw TAU Jofin southern, RE, OV0512024 12114r2020 0113§20P4 dln, F6G'Appn ,6 _.._.. Category: Panel wells I`g0 545-65" PE-Bi SS@ i. Bi " `r35 387-2528. ; .. 2# , .. aislCatagory: $idln9.: cked dbrckso-esh,ard CanDlLnnce MeiUod: EvaNalidn Report from a -e.can Florida ReginensdArdffiect or9. Licensed Florida Professional Engineer - - a 11rs2 Rs' gd J4 seta ,!.,,. � ., ,, Quality A�llYeal Aporawaretllea Anbroyed for USe. Ci pkw 8e09 Product Model. Number or Name Product Ossoligge Goncradt Expirllon Data i Kyl outshol liVN flashiest Pr.asure 1 Cemplanktapsdkig Cher -cement lap si ill IM112IT23 Yes Yee NIA WA 2 HadePlank Lap3rdiag ibvr-canrent apsking 1213i,= Yes. Yes. NIA NIA Florida Department of Business & Professional Regulation Building: Codes and Standards ProductApproval Appllcatlon Detail Pal i dl 11N12pZ1 Code Enf&v ar J& lore: pol pareiind no Jygg Ve s- Manufacturer Cwit'at. Enolnerr&I:igeusa Vallcial Vatldatad Submitted F&C.A-coved, Apo=pvinl Status, Ravlslon. ?A2O M In rasa and D+ors . .... mteltknger Luis Rtrmas. Peven E .Slot Ur%ch,.PE -. 10Y0912020 10109/2O2Q1Q11912420. -... ,...`.. ..,.. 12115f20�' Iir✓ad Approved .-,,. Category!Windq-v-. (717) 365.3300'. PE-Mi4 ,.. (717Z317'4454:. -. _ "- subcategory: Nil hsltib9edinive .corn --. - Compliance Method EYaluallon Report Ill a. Florida RacdcleradArciitect ors Ucrosed Flory Profs crat Engineer RS p3edudla' - _ .F � Quality Assurance , AnorpVatl for Use. Approved fat USa impost _ :L7seiart: $I -IA.: Product Model. fth,t ar at Nama Product Description: contract Ee°frodan Il Lin,yvyz: Outside HVH2` Resistant Foresail 2' 6704 Varioal Ainsinum Mullion 12GIno2L. No.. Yes: Yes NIA Qialily Assurance. Avor,sl for Usa: Aoac°vedfor Usa Im°asl Design, sea product Moll litumbaror Name Produ tDescription. contract moral-ows,. an HVH2. DWsida HVH2: Resistant Prdssure 1 a. AgUct2T&quot Sots Vent or adld Vinyl Sofft 12r3112023 No Yes No NA 2 h&quichAll-e 48gaot:sa$d Vent m Sam Vinyl Sol 12131=73 No 1'es No NIA 3 a, &quot:Greenbrer Vintage Beaded ..az30:." Vent or Solid vinyl Wit 1213'1I2023 Np. Yes No idol 4 tlAqud D5&1ku.; Sol vent or sdld,jwSoiilt 12f31=23. No Yes No Nk7P. 5 e &quot;Chs4 ,Dak&quot; "t ValShcd Vinyl Soda 12J312023 No Yes. No NIA 8- f&quct Super span&quota soffit Vent or gold Vinyl§Ak 12131t2025 No Yes No WA Rorkla Department of Business & Professional Regulation Building Qxll and Standaini Product Approval Application Detail Page tors loaf Florida Dapti tmerlt of Business & Professional Regulation Building Codesand Standards Product Approval Appllcatlon Detail pell.I oft ta'021 c Entity ar 2aft mat- Date Perol A& Code Entity ar we Date Oats penal at jypg Varslon ManuTasiurer. Validated 8, V G°Mad. Enotneer&laeense agdated Min .FBC Agoo,al ve Apo von T. ` on _yp; y sg�. Menufa.wrar :Col Enoinaal Licaiise Veadeted � ` -o tjg§t�tp& 3$lpmJggJ$ FBC Approval 612gC8.@9 gEWtN1i RaAaNin x^a20 -.. TAMKO-aurdmg_produdlviLC .... IOM4f 020 anti John E 2 K@m Edo Rob far4ngn qh 1(n ,P .. Og29r2= 10/1 .2920 2l; : -, .. ,.., .,. .. 12JISM 20 ova d Approved Revl 2029 aim Z.0 ll - i:iAta so chills tU Th -.lnC Thompson h ec rel pnlpson_ ': (21 .Tony daimon Zad1a R. pdas! Seven M:Uilch, PE _M .. ... 69r17r20;20 OW1a2020 ... D9f2711pZ0. .. 12n 5r1020 Apo iov9d' Category: Roofing t417)'824-8944 PE-09106 s54)M-'s224 - .,, .,. _ _ _.. Metals CgmpanyiTANCOI ., i613)24N-3459 PB74021 (7fT)317-8454 " _ - BuoCatagpry: UngaheYmants. kern edeR(ijtamao coin Category: Roams, Imy@9oroshlrpogrtg:com Compliance Foothold: Evaluatl SubCatetiory: Roofing Asoassorles that:at& an U.sarsed. Florida Registered Aronnagt ors licensed FloridaFl Inmgral, Part oflhe-Rooting System Professional Engii- Compliance.Medtod: Eyalvallon Report from ,a. FloridaFlaideRegistered Ardlltact Licensed Fical ,._. _ -, ,,;. lxpdr - -8-- L ens _ _ <_ .,.. - - .-` _ - : _=_ - . ';.' _ra ct En e Protectionist Engineer ,:� _.:, _ -- -. _ _, _ -_ - -. _ _... : .. A roypaTar uallty asuranca- - Apo - _ .... uoa ravaararllaa Arm c i Ptdi'fse-1--, `1'gdusea ,i:. „ ,rr -, .: r: ." - ."' ' ,• ' " - . ,, r'" , ., ;, .;I ., ..: " •;':" ` ,. ,' $.t9Ll Eailud Model<Numbara Nama, - In ductwe'dril G Irad �ErekaiBon bale,r5uteide -rF C. HVHi. HVHZ- 13selatei P11 , :: Ou NlnrAesufanpe oaroved for User 4!_C bh oyadTpr Use. lmeacf 1 1.. I ' TAI41K0 Roof UngallaYmeMs(H31H27 Rovtunosnaymentaimuse; In'F8O F1trf¢ OMM023 Yes No NA NIA 9e91 product Model Nlrniher orName Prdduat0eairiotian contract Extrication Data.: 'In HVHE. oukslde HVHE li'a.istant Pressuls. jurisdictions. t' TAMCO Fla Top 011 ldgaVent*0BellelorTga 26.as.atiftroofvenglatmrrithbaft 09109/20261 Yes Yes NIA WA.. 2 TAMKO Roar Underlayrrroms rNON44VI-I Root undedaymerlfsrarus. In Fl nar-HVN2 OM812WZ No Yes NJA WA 2 TAMCO GOoaenaekV.M 26 ga- 09100/2= No Yes NA «OC9215 juredletions, 3 TAMCO Off Ridge Fool with BaMe- 26 ga-static ropfveafibSm with Integrated India 09=12026' Yes Yes NIA WA 4 TAMCO Round Top Of -Ridge Venttnith Befllefor The 26 oa: side roofYodkitor VAM battle 09=12026 Yes Yes NtA :WA. Florida Department of Business & Professional Regulation Page i art Florida Department of Buslness & Professional Regulation Page 1 allFlorida Department of Business and Professional Regulation Building Codes and Standards lrnzd2i Building Codesand:Standards 117=1 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application DetailProduct Approval Application Dztail .... cps e1HILV m _ _.. _292 Data Date Penand QA,@t :.. .. _ Code artily or . :k �S gain Pandin s 1&A FL#5259-R31 jypg, Vmsidn' Manufacturer 2mi4a trmhiser&License Validated.51. VsadamU u6brained FBCAc°rural, A°wpve,f. Z= Version. Illanid'acturer CaMeg knm"r&U.erus Vaidala, -derma vMI - SuEmthed FBCAnori Approved. ,{" . Revision 2020 L mono - _ by Kamrre .lei ' James L Budoier P.L.van M. Undi PE i 3R020 11 - 1 it7Z520 -.. 4R 723202(t 20 iin FBC p AF>P<' Re4lahh 2420 Bbml Rahn g v 1 An Robin eaPINO UnftertnE aNstWn G W: Wa Mar e7 `11 --20 itp"L$g20 103f2D 1/D5/2 - 1 020 Apprarotl Ent1N Or Q Q Status CffiagO1' Roofing (5D1)963-6153 PE-31242 (7f7)317.8454 C Reefing MI)38U60B1 services LLC. (205)B540i60: ... - .� T e Version Manufacturer Contact I eeF Validated $V ValidatedSubmittedPP g 8RR[4 rL1 Approved sspCetagow! Roarm Accesaakssteata,ean klelleY�lomanco:com auhCetegoq Roofing Iles subcategory-- Rl nAntleMm�dwal.m -Y�. Revision 2020 POLYGD AWVSA Maury,Alpert,; Lice Jahn W, 1D12 QQ20 10122f2020 F� 12/15/2020 Integral Portal Roo11s0Syslem Cgmplianna!methnd.EvalantlonRep tfrom. Cpmpllanca Nathob:Evaluallm Repdn frrn'ra Product EvaluationEntixy m R be t'Niarr)inen Category: Roofing 5954239133osmalpert@pofyglass:com o KhQte5`Oh, PE Approval Floridan iskredArchited,oraLkeiised Florida m -- E 6 SubCata o, P 5918 95 7 4 4 72 622 p 1/01/2- 1 Xi_ Professional En near g �' ''r - ::, . ;. - - .= - .� , _ - .,, , Underla mefits Y ,__ �- '- EL.Z'L88R4Rndlwts -... „. ,,�.. - - - _ •• _ .. _. `. , -- ' ;,., ",. . , ,, > `=-.. ,,.. - - �'- ..,_.-�. ': -'` tin Assurance _B Approved for Use- "rolradfnr Use. If11DM[ :,. ,.. -- .�:: r"-' .:; •:'�' _ -' :. ' - .' - - ,.�<, . -- > .- - "-.:< ' -' - Bova Produd Model Numhar or Narre Product Uaecrlot}onPressaurs --(tordract Fv5021) nets: in NVHi�. OWeiYe HVHZ- - esidaW Compliance Method: p Qusihv Assurance Approved far use Approvedfvr Use )0 bad �4tAn i6' 6hak . e, English saran - e all am ad I Y t7 +art Engi y :Fla Profile CO i 12D20 t 713 N. Yes MJA MIA MIA Evaluation 6 Ort aU ORe p.,_ from 3 '# Product Modal Number llama �- ° xdlratlon Datb VHL' owed, m Product Desedudan antra E srtiZ GCE In R Igs slag l l ti tin art - -- " a Florida Registered 1 Deck-,Lr" DA-4 orTRl-Built Oeck-Wr DA.4 N. Loa Rrotile, RplyPropylene Plastic, Root 12/1072025 Yes No 9PrE� 1J7.5t•97:5 17. Suany SOB- Slate Shake awl Split Shake Flat Profk Stockton: CA i21312020 No Yes. NIA NIA RFCiIttECtAra L.ICen52d- MedlamG40YAttsdted to Plyvoatl Deck, 18' 9axoh BOB - Slats Shake 4.am lit Shake Y : P. Split Flat Pond-Reko: GA 1 31 026: ,. 2I l2 No: Yes NJA NIA 19 'Baeonyf00-Shales; Slate&amp; SplitShakePlate pole Stockton, CA {2731 h02C - No: Yea NIA WA Florida Professional 20 aarmYT00 siake,SedbImp:SWhShake Fiat Fronts - Real CA 12f312020 No Yes NIA MIA Engineer 27 Toes Espana 16amelma Hgh Fran -Katy. TX 12MIUDW No Yes NIA NIA 26 Vilia Lovs Prone - Katy. TX 121312020: No Yes' NIA MIA FL#52daM31 Products Quettu'A3snranca AAPRMadfor'Use (3(}proyadfor uste lmmt asl n Product'rilodel,Nunber.orName:. Productbaserl-'han..: InHVHZ oltslde:HVH2 Resistcl r s" ,S'4.# 'pQrrdradtEMIrATon te 1 polyglassRoof undeifiayments Rcoingunderlaymill '1r012112022 No Yes, NA 4WAl-622,5 1 Polygtass Roof Undertayments(HVHZ) Pdlyglass roof underlaymertts for use in FSC122312023 Yes No WA NIA HVHZjudsdlations; 2 0 3s Roof Und ell VH - lass u d: u 1Yi U23 o P tYNa., eHayments{n -Ft s'j Foyroot n enaYmetds; for sera 372 N. Y 5 e. N1 A 4 Nl. -ti225 A! ... .: IF _non-HVHZjari-clictions. - Florida Department Professional Regulation p9 g of PIQ5no22, FIOddB Department Of lit Sinee5 &.ProfeS810n&I F210lat ell Pansi oiv. 1 Polyglass Roof Undedayments(HVHZ) Poll roofunderlaymeiits for use In FDGj212aJ1023 Yes HVHZ jurisdictiona; No NIA NIA Building gilding Corfel; and Siandarsi Building Codasand Standards 1,7M l 2: Polyglass Roof UnderiUyments(bon-HVHZ) Polyglass roof underlaymetrta; for use in 12123il No Yes NIA -WA1$22.5 FBI ho lMZjurisdictions. Product Approval Application Detail Product Approval Application Detail 1 Polyglot" RootVnderlayments (HVHZ) Poyglass roof undedaymerits for use In FBC1212312023 Yes No NIA NIA 7 HVHZ junadinkions; it si ill !Ilill'ill 2-- - Poi ass Root ndaita eats non-HV Pol ss roofundeda 6 s use In 121=023 No Ygl U . , yin (,.. HZ) , Y9 a Yin Ya ,, lot Y s. !;. NIA „ N1A!-s22.5 - - Entity or �&Y& Data ndind. o a: ENiN1C :. R:: a drag iiaL@ F0C t1dn-HVH2jutksrlictigna, type Versloh Manufacturer .. - ,$, , Contact Eadinser&License; Validated Btf Validated Submitted Fail APorc l: Approved status LOU! verAM Nanulacwrer. contact r+vl. �yuee_sa Validated err avudated, aupmrtted Fac Aonr°val Adwhavind :status 1 .ss of POlyglass Roil Unde kiYme is {HVHZ) PoNfglass roof unde ayments for use In FIXI212=023 Yes - No NIA NIA Revision' 2020 All American -Shutters and Glass Mike-Barbaxn Frank L. Barrel RE Troy Bishop P.E. 10/2.$12020 1011 W1 020 11J0512020 12115=2D Approved Revision 2o20 Alpine Stuart tswis iCCEvaluaaon5erme-.LLC Wuaam_M Ranier. PE 4013912k() ID02)2o2B. 1%5=1) 11r fins 8 Approved HUt-lZ imedretions' Cat�oNy Shutters (561) 712-9882: PE-BO46549 - (954)247-0880 - Calegial structural ea tponents. (321) 7103377 (4071fi81-1817 3 PolyglassRoof Underlayments(ndn-HVHZ) Polyglassi'c.Munderlaymerts,for use In 121231=3 No Yes WA -kill subca"gory storm, Panels mikebt�italtemrsloanshutte - subCaze9oryrTruss, Plataa ghskds@alpinNtw.ewn. Fi30:.non-HVHZ junsclotions. Compliance Method; E-vatual Report from a raoom compliance Method E,,duauan Report tome Florida Registered Architect at Licensed Florida Product Evaluadon Endly Professional Engineer t I-' q`A F elaf"tY' I* N ` �,.. lI.v - q 7 qt P"ditdt6 4 t9. „a, ,"; } f'-. ,„ _,: ,.<: `,,..,.�.... ter„ :Y�.,. „ ., :. < < Oua1ltVAasueanea < ApgroVadf Usa. AphroyedfarU ,i, mac <�D < Cusllty Assurance AaarovatlforUse, Annroyedfortjse I,maiart [lesion Ant Product Modal: Number or Wine Proill Dasedmldn :Contract Excitation e.. In HIAZ, Dutill H)w :Resistant Pressure - -e: Sect# Product Model. Number "Name d Description ::Contract Expiration Data n VHZ Outside HVHZ:- Product ntit]r1 j�'t _ Resistant_- Pressure 1 - INV BCGWJpIve Homer slrenplhfH&amp 3} -. ....- Metal Comadw Pidte 11/31t2024 Vas Yes MIA NIA I 24gs GaNamzed-Steel Storm Panels 24ga Gavanized Steel Storm Panels 1218112022 Yes Yes Yes N/A 2: ITW 8CG/A101. Hinge. Plate Metal ConneetorPbte 12r312024 Yes Yes NIA NIA 3, ITW BCWAVae Tmfccc Metal CoNuctorP.jare, 12r31R024 Yea Vey N/A NIA 4'. ITWacoNpine we. Metal. Connacta Plate 1261/2024 Yea:. Yes WA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Data11 Pal aft 121 22stg EntIH w gate DL. Date Fenian° oattg 1„koll Version Manufacturer Contact Ersalm-& License Validated By Validated submitted FBC Agamvel AAgoon ad status Revision 2a20 M(I Inc. Erin Walden 1QC Elosuaaon Service., LLC ICC Evaluation service, .Dan 4/2021 ta170/2021 Oaf1212021 Approved. cancel, struaurat amlFor erk. 4952) pea-sirss LLC- SuhCalagoiY TNsa Plates ewaldenomNitom f 205) 56e-9809: toelplll Nemod: EValuat3ot Repot from 6 `kttmztsi;RirMu Product 2voluaNgn Entity - dfi'eilrwb _- - -QualllvA26EWce AMEON for Use Anorovedfar Use impact p - $ea#- .product Model. Numtio or Name productQWPUon' CA&M"ratlonbal InHVHZ.. Qutslije HVXZ Beall Pressure." 1 ' l.AH3 « 1a ga hl¢.h shongth tNaScen... t_igthc 1,2131262g, Yea; Yes NIA, NIA :2 vfiabHS- 14 ga super high strenollttrusa c nt actorplate 12I8 ,Z 2. Yesl Yes' NIA 'NIA 9 M1116 18 ga truss connector plate umir202m1 Yes Yes': NIA NiA 4 MT18Hs 18 ga: higrrshenpth hm r<nnneda pate 12/31t2M2. Yes Yes" MIA WA 5 Mn". 20 ga-hlph strength truss connector pinta' I V31/2022 Yes- Yes NIA NIA a TL18. Ml 18 go. tnisgcannadcrplatas 12/31=2 Yes Yet. NIA MIA 7 TL20still 209a:tht-cnnadorpiatas 12131,2022 Yes: Yds. WA WA Asteal t°rU4a losses Major, Predator Modal .Number or Name Product Description Cmmae,A°°r°yadfort/sa In HVHZ 0Maa7V Reasitint Pcessura 1 Morollam LVL Ltminatad Wriew Lumber 03131(9023i No. Yes N7A l 2' Perallam rBL Paragel smonrilttril 03 ,2023 No: Yes NIA 1J411 3i Tlmbet•Bbandtsi. lerrdnatedStill Lumber Pillwz3; No: Yes l N/A 4 TJ Rim Bean}. Structural Composite Lu beror oriented Strand 0313112(il No Yea l -NIA - boartlRlm Board - 5 Weye;hars-Ryn'Board Oriented steno-. Board Rm Boats 03131=3: No - Yes NIA :NIA Florida Department of Susirtess & Professional Regulation Building Codes and Standards Product Approval Appllcatlon Detail. Entity 2g Daze Im Version Manufe k ear Contact anglmnn, uL srua Velidel ay Vall submitted Aimmrstim 2020 Alpha Aluminum. Inc. Jose shn, Luis Ri LonasStevan M.')rich. PE 11A8/2020 1IA62920. Category: panel Wells (4071509.2008 PE-625.14 i7T7alit"r-6454 Subcategory Ealgts alphleornnuminctillyaho ConpllanceMethal evaluation Report toms- o,cam Florida At.o aradArchitect era-1.7aensed: Florida Professional Engineer a15'iRodkri-b __ _ L . .. .. �. - QUala4Appeal Approved for Use ,J sco9 Product Model. Nruneeror. Name Produd pascnWion Contact :Eaair Ion 04. in NhIWZ... T A Aluminum Solid gam :VentijdAktrnhuin Sol h Aluminum:5aid6 'V nfed,Numklum 07r3a)2023 No U81&. 9,.. , D :, ,.. .. Alpha ,..:., ..amp, 5 -. CMU &amp, Wood aolav CMU &amps Wind Pagel gf2 9= 021 Florida Department of Business &Professional Regulation Build ng Codes. and Standards Product Approval Application Detail Pawl of 1151=1 Code EnM or R& 211 Cato Pendiiro Sorg gips Venlon: Mishufaefurer Coilfals Engineer'A License' Validated:BV Arksted Submitted PBCArstri l Aaoroved Status PGTI'dustrtes.. Atfllmetbn 28Z0 n §o Jans Ro.. Hakt Miami Oaga'aCCa-CER Miami-Oaae'aCCb-VAL 11A35/2o20 11 Ai51,2020 1ill }120?0.. RDproved Catagow-whda's. (941)486-Oi00. (746) 315-2590: subcategory: 0.0rtllons. )resakl� aapolridustri CpmpllandgMatied! Callifoatica Mark or U lfnp - om �p[i26A-Rf3)ikudricts Closing Assurance Aoprgeldfor Use Avgrwedlatruse Ill Press 3sa#` Product MotleL Number or 'oduct Description Comract:EeMratlon Date R h- Oulslde'fFVHY 1 3HYH3 t1t Pressure 1' Muticnso ll Doors ano whidows'. Aluminum Mullions: OWSQ026 Yoe Ypp Yes. PIIA Florida Department of Busiri & Professional Regulatoon Building Codes and Standards Product Approval Application Detail Page 1 d3 102021 code .. Erl °r. 20A fig, Dal pendln° 20 llgl) yl yer Manutacturnr Conrad limillintal Ucens§I' Validated': My. Validated Submitted I PECAodrovat Apo ll status:. Revision 2020 GAF Michael. Stlah Robert. 1,11-1mri- John yUi"ll xerich, PE OBIZW2020 09121l2020 10IQ212B20 12/1&2020 Approved Category. Roofing . (b9N70r*3471 PE-5B486 (954)772-5224'" aubCategory.-Aspiak:Shafgles rastlelr fgaf.com Comi llama Method: Eveduston Report from a Flmdda ReglsteredArenftect or a Licensed Honda Professlonal Engineer y' #d pd s E_ p' Pl- - . dxusbAssurance. AoaoVad for Use Achieved for Usa t INltASt e - 3eo9 Product NJladaL Numbarior. Name Produd Oeaarionon Contract Excitation Date in µVHZ OufsidoHVH2 $g}}gJ�(i Pressure. 1 GAF Asicl Rol shingles FDesilass rantorced 34a1s, [.linked. 5.teb and ith162022 No Yes MIA N!A kyRidge asphalt ahir lea 2 14 Z Z w J *-- C ai: ill M to .. N k.ls N 1C7 Q of in Ini M in = +T. - - Florida Department of Business & Professional Regulation pal ail tit Building Codes and Standards +� n2t d I 10 .= Prdduct Approval Application Detail � v := "99 I;Cf 3: Bit fv .A.- C,o a €MIN a' Due -aaa :Date PendlriH e •� 02 gm = r13 Npa. Vereloli- Manufacturer Carded Bhhdneer&LloerMe. Valldatad:6y Validated auhrnat.g pHC. Aberbval• Approvao Status ',� Q' .� 9*1 Revision 2020 Flodde•Metal PWdUCteInC. Clerk Jonas. James-L, QIICkat. R.E1�, seven M`Uaeh,.PE pB2772020 OB220 520 1t)m4t20R1 12/1:32D20 ARprWAd .e. 4/] =.Ca Category; Roofing (904)783-8400 CBUCK Engineenng (717)311-6454 = C- SubCat-wri"RooirlgiAccessories thatare;en c.r.R(Wamd..- P&31242 ,= C9 Ill Padbrihe Roofing Byslem a 40 Compliance Method: Evaluation Rapat lrwrr'e 1- Florida ReghtalArchitect or a Uoarl fields y0 Protessbnst Engineer -,:-Pr , - - pis ,v4i...,._�h QuaUN AasurNhde: A o 'd fa Use Aloorchilfor:US n _ p�111 Impact pes�lsn - 9bak:; Pi'oduCt Modal. lumbar of memo Product Danactdil' Coi1-1, cNitratlon Data (�j( F�,', bolelda'HVHZ " 1 1 Prelusuns 3: 3-FLAMCO:&qugt;RUt0 Ridgevenud.01t Aluminum Ridge VaMefor pitched rwisfistdcated 121312024 No Yes No. 'N/A Iran OA25' Aluminum Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel .1 i it25=2 Code, Erl or Date. Data Data pending .Date Bee, version Manvillir u Contact En i near& Uwnse Vaidated By If Submitted FSC Approval Approved status R-Vlslon 2020, Global P of IP Products, LL _ r eM nP G m T< RoWixon Walter A. Tirb Jr. P.E.Jahn nazevidi PE f)g/08 tl&+2030. 1010172D2EI'. W K , /2020. 091 -. 1 - 20 27t8120 rev Approved Category: Shutter's (g54) W7545 PE-441i97 (954) 772-6224 subcategory: Sh-Panels bra. binsontligppentwm - Compllance Method Evaluation Report from a Florida Regist rd Archrtectora Lce ead Fiords a Professional Engineer tr 13tiSa7tri?5 Prcf(tri - ^ Qua14Varane Ae VadforUa9 AmeUs jmact D a"wn Sao N product Model, Number or Name - Prod vat Oeacrl fon GoairasiENrtIenpate _Description In H RBSstant e. Pressur 120GalGalvanized Steel Storm ParrehiMI1Z Corrugated Galvanized-SteelStorm Partelsretained 12/3172022 Yes Yes Yes NIA or not by tracks to provide hurricane protection, " 2 24Gage'Galvanized Stee)'Storm PanelslNNVHZ Corrugated Galvanized': Steel StOrmlPansisretained 12131/2622 NO Yes Yes NIA. ornot by tracksto prol hurricane protection. May 27, 2022 (n L. (D E 4 z Co _w 0 0 0 i.L Q -4-0 ra 0 tt i 0- W^+ V m =:3 Q -0 (t.- 1 0 L5 W C CA Q I Z J Z Q a_ SHEET NO. PA 1.1 U) > C- C) 0 1M.LS-trilpSon Strong-TI& 2ML r-Bo-� -Approved PrOO ts $I impson Strong -Tie 202D FBC Approved Products links 06T'4Pr*Ms b&kW Simpson Strong-V6 PSC Approved Products For knim to At I ded bela r Simpson Strong-TW2,W PBOApprovedProducts For links wars wo, bt* cuix Hip 'For (D 0- CL 0 0 MW For dirftl to Q ROW _fCKH�R �L c9reAt approvals W, �XH illte�r tootsar Apr co For additlkoql intorMOOM reganding FlorldWS alaieWePtoduCt Approval ejatein and y No#. qLbr�ArOOPM A)LL�;WCK HFU_ For addtOilil Intarridon regaMing F1044as aefewide, Product Approyal System aird Mw*Dade W,10f��*00,lNPA)� CLICK b--RZ- For addlikirral information regarding florkle's aqewkie� Product �kPproval'sy*rq and Marwbado county litaftl-Aiomplance HER E 94titiOnalial0no0w regarding FIW(Ws State -We. prow0i !2proval 8"m mid Marri-Oado CourAY No*#V HM A,-ptaace, (NOAJ, QU C-) U) FLA1230-117 FW044- FL#f 11 HUS, HUSC sqrloa,,tatig elt In. to 3- C = CD Rtl T a hill,heig ht s- rainglifig Im m W, 6"to 11 fidomaled flang e (3) Seu # Product Model, NunrWrtrbJ"a Croductpescrintloh Sea N, Product L Modal.-Numboror , Nam 2wauctbescrimah jftegj� Ejgdurt Model, Kuntbemr Nam .rodUctQMddflvn (HUSC)aVA111obl6for rnodpWhaVJMg Wd#i aquAl%r Of I TlWh q,, 9florgle &1M*wn!,$OMwJUTKw4P), 114",010iretoffiton mesonrysonaw I A21, A28, A4,04, *��, A44 I IST, ST8,:BTH _2' tire 0 0 2 AM'-i, XPA4, APA40; AP�A21 � APYA4., APVAA N�Wool AvOisrita, Aftp lbs� 2 WSTI rMST14,JbMSM6 Coil ed Straps aV016* in 416tiris raheing4rom J-7yWtd 3- CDL C z Ap�544�APM4R�APVB%AFiMRAPM,,AP.EW$R,AP6,1010,APSIJ0191,1,Af>\tB44, -Outdoor Accents: a- C-Sl 4� M 6, 0810, C52'9, CS22 0 LL AP'VB44Ri APVBSO, APV960R, APV886, APVB88R, ARVE31 010, APV131M Q_R I A CS-4PI 8, CSHP�G CofledStrap% 13 LOU 3 25-RM, tnUS W WS, LGU6.25-8139 hzimors CU 0 -+'-o %4-ICU 4 APOJTZ-4. APOJT2R-4� APILUT24, APWT21170, APVDJT2:L4, ANI)MR-4, �PVDJTZS; OutdoDrAdDente D eck Joiat Ties 5 r_T821 a C0MPr*Ss*FQTe05lQr1 Strap LU24, LU26, LU28, LU210 U) 0 > fto ProdogtModal. Number orNarn produav-Waftrition APVDJ7211�8 4 DSP,,S0P, 78P ow to plate tie is W0287, Lumfaz- Face-Mauhthairgers, E 0" outdo'brApperits Connector aziew �5 APH1143, APHH4DR, APHH010, APHHOIUR Outdoor Acoants HeavYHanoer; 7 Kli MON H2.5A, Mi HIO, H72, H TO, 1-11185,1415:2, HM2S Hurritarie, Ties 15 LUS seirlas It"ers, Nice,, mou rit hOgers 00101310 10 Mths ratmIng from 1-911 V-0 4- Cn a) CL S01CM2 Stroug-Drive $MCdrirreotorS�ttew 6 APL4, APWS� APT4, APT$, APYL4, APVLe,APVT.4, APM Q�utdoor� �_ritsr L ond T Ties I ROT-2,MOT-1, HGT4 Rea#V 01rdor"Tietlown Bye,! -aim heights opi4m ftoms, to I M 21 Wal 1 ZM SO= 2ss 7 APLH,24,,,,AKH24R. AP,020, APLH2eR, APLPf�JO� APLH21 OR 'Ovidoor M*nts g( HS24 miur.icani 116 �Iy MGU'�.,aspa, McLr4�5-SDS, Mr. U5.60-SDO, MQ.U6r.82-.SQ$�, NwIndUrit hanglot,* F 110- ICU ,A. SDC'F-920T�_Y SI)CF22851 8j$DPF2Zt114, Strom-DiNASOM TIM W,01;� Screw a BVLZ anavanoof L44,ar CoMecror 1W -HSS2-8D51 5. R$94-1%)53 ftirvy0ul shoe is MI4 lsaho$ horloors Fare Writ h av4lablol Woth smars �lri s 54 U) _WC1`221134i SDC1F221_V4 WOF271,9150, SUCF272D6a, 9 CB=� CBT4Z 11 H,%T7-H", HST-5� H" etrdighL Strops 110'and *&&rAmrig ftQM 6_1&_JOI, to SDGPM4�4, S:)CP9_2512, SDCP2�51 4�.SDC.MTW, $60MM8� 6=P22912, 10 QJV, C�JUZ, CTW, CJW CanceAged Jbist Ties 12 HTSM HTS20, HTS24, HTS28, HTSM HT-5313C Heavy TWptftap -19 MLIS26: MUS;�B SDCP221100, SDC142�71134.SDCP27-14W 11 D.1TT4 P#ORJ0jstTe 13 HTSq1 BKFZ- KS=KTZ Hea Rigp L 4 TWst r �211 'SU R, SUL. !$URG,. SULC senes han gers . - - Skgwecl fjoe-mounthangers arya�ilable in widthai. rang ing from I - - SDHR2TAt?D; StlHR2.7614.60HR31400, SDHR2MO14 Stroog-OrMe SE)HP-Combo-Hoad Strew 12 DS Uty Will Slop 14 LFTA Lthir Fbor Tie Anchor W1 WtD 341 ffl.a nd height.- ranging from 3-V T SQ�PW 1 121 n 16 frN. -FQ6 "r.rsmini; Clips 16 LSTAR,UMI�_' -4, LST -LE�rAlt�,�STA18,LiSTA21,,L8.TA2 LsTA30, yA36 Straight Straps Cb=aalad ftinge VeMiOM�$ U14d, SULq aysfflalalb. for all double 14 MANZ Raunfiatbri W40m)" 18 UVI49; ILMM straght'Stieps V(arldf 4x mptlols; "#ute-,flMg0 4 doncoaledi, a 12,S8,, S082$=&Sj SD�§�12Sq, SOS25*6&Ek $DM6412,9$ H0VVY-QutpCOr(=t6r ss scrow 15 PAT - CiA2 du Angles 17 VB20, LTB40 f5ridglog U Sao$, hamgn� nging from I-P 16"fe 0 fi�WF27M SDWF-217�0, SIJW�2��A 8DWF272&,�0DWFV30 Sir 16 l�2AIH�.4.-tH8,HlCA-2�H!108.,HI4,.HGA-10 Kutdog" Tios 18 LTS1 2, T ei L rl�iA L_Ts:�o LTS �VhtTw�st,*,rsp to 11,114" I T HCJTZ Heavy Z�ofrcwlad 461stTra 14� MGT MiWkm qirdorfiad4wn 18 HH4, HHq Header Hangars A, msitT, msT3T. Wrma, msT6o,,msV2 ftatht Straps rtvtow.Rd 19 KRSIZ knoe-8poe Stabillver j�T MsTAL@, msvTA11 msTm& MSTAia, msf:A2i, mSTA24, msrAso, MsTW, OBTA49 8ifogKostraips 20 L3% L60, L70, L90 ftles 22 USTC2% MSTM Va(;5Z MSTLDO, M.5TC78 Stratqbt Straps '40A PrOthict Model, Nu Pin �1 LCF-4 Post dap 23 MST048B3, MsTbeara P�-S`snt 86ps lw,;k Product Model. Murnberjor Narre I AfOA ATRV�ATROBYATRW4 Threaded Rods '42 LS30; i�Sso"LSM L640 Sk"bI6,Mglas 24, I)OV28, IAST136, MST46, MV180, MSTI-12 BAteries hatriadr8, Top flange 0 Wdlhs ramMorfforn 1,0MqPtOT­ �2 A7,ruasl ATUm-2,ATUixi, Atuog,2 ATUD0_B,ATUDf4, ATUD14-2 AlumlriumTaW-UrMevide M. L�s CZ, pefCorroodtor 2B VS12, MT81 8, w§-11 MTS20, MTS240, MT_W6,,MT830C ftoM 7-1 IS! to� 30". 3 Seem platw's 24, LSgJ26 U, LSW:�5RZ. LSW2112, OW2,8RZ, LBBJ21QLZ, LSsJ210RZ '�W Na 0- 1 Z N cA2x 1�-1 Z NCA2xS- 10, 9(��T�0 1B.' NCA2xl 9-1,$ 5094 Z '0036F seriesihorigars Top7flange hangers Avdlkil$10 WdOis raming frorn 3-UW to 7- 4 ENW30, CNWla, CNW418, OWMA, CRW518-112, i3NW3M-&8 Ocii4plerNuts MgRl -61, LS9RV,'L,14M2V, t8SR266. LSSR21n LSSR410 SWO Adqpsta* Hangeir 27 ROWBI 2. RCW814 Wag Bracing ,5 rTU%,5, CTULM, CTUDW.CTUD76, CTUM, CTUQ77i CTUDBT CTU_D88,-CTL)D9T QW0,11bg Tatke-Up Dev rce 20 LTP4114M� 28 RPS16, RP= RP82a Rapajf`Plafi� stag 3 DGF serm harigeTs z OTUD99 27 "Z, W24Z� MLM_ ML28-7. PAL21 OZ Angles 29 RS PA sw to P�ate 0onriputbr SIT'and he,Lghts romitig from 7-INI to 24�', 6 143, N4, N5, NO Ftwy Hoi(�Uis 25 WHO Rbaflor�DoWn W SPI � �SP;?� SP4, SPS, WLIPIAto Tip 4 QGHF Wes hangars Tcp�ftmq hiamors-aVallabje in �*Jdtfiis raming froM I_W4"Lto 3- 7 �RTLJDD,.RT�UDBB�,RTUE)4,-F�-TtID4L3, R-11J00 _UD6L RTUD6, RTU177, FTF Riptchelfrig TaKL-UplDe_YJqe, '29 � MWC 31 �SPHA, �;PHU,SF`Me HftVy-audPlnteT?,- 0, TIL1,09JUD19 Tak"lp DeVIC4 3Q _M1%tLVW, MMLQ47% MMLU2B, MML14&2, MMLU210i MMLU12'11" 39; MMLUIW F, are angqTsr �Mriyiht H -32 1W S52-5� swosho.0, -5 EG5, li5G1j EP9 Veries-hangtirs -voleolo W10ths ranging Top flange hamort fro .9 '-'3' E�r%BT' 2� ST '9r292, ST212'Z"ST21 1 �5' $M1 5, .5T& li�, Sr5ZW'4�.,6T'iB230 ftsight'Strapsi 1"to 3'2-1 12`� 10 1JO$$ Zia" UpliffRod RUrMiedtJwn S WM -1�2 RST-,Z, Radt"fie-IDOWn T320, TB27, Tfl�ltl, TBU� T842, TR40, TBIK7$$� TBao EIrldoffig 6 j0$Qsvrl9s haingots- Tcpfknga,ha"arAaMilkblsWW dtb 11 UIRS4 V21! Uplift Rod Run TiodavM Sy%Wn ;�a ATC2V, RTC42; RT01Z_,RT1_'44 kf Tie Conner RIM tora -35 TWB10, TW812, TWW4 wall 00*9 ramjna*nm1i-11/4('tc 3�'. z 12 u qF`B Big" UpT# Rod Run Tledmm System 34 -,4=� STCT. QTM HTG4 TWOB-Clim 35 VQT, VG7FR, VGTL VarjabloPllph GirdarTleddWn 7 GLS series haMers Saddle hang ons available is URS6 W4" Uplift Rcd Run TWdc*rr8qsLern 35 Tic-57, TJC5? Trus:5Jwk Clips 37 WBIOO� WS106C, W9120, V0126C, WS-1,00 wall 6'acing and h6ights taming from S-If2lto, 29'. 46 a, Z4, Z44 Faftel$"nafCYps- B QLT',V safW henois To tk A _0 tVto32­ ftmo;im-RO� mmpol-gb g� 1nWdt1h*ramlngJTorr1-911e`1o7­ FLM-0447, Mduatposnatitin S004 Prodpor model, f4=I*r!or Name rw4uot 2626gron HCLS series hangers Saddle hang'ans I OTT21 Hold-down Seri Yf ProduptModel, Numberjor-Maind Prildud Desorlibitton I QUH2.274Z; C8142.13W.03:. OBH237a75 Concealed hamors, 4nd,hL*4t§ tamirgilrom ttorvtA2&,� 2 HOCI 014, H D01 OM Hold-,dom I AHE�PL *11ustabla Krp-En.0,0onnector 2 OV, DHV, DH UTF sodas hamers Face,-fturilL(QU, DHU)andtop-flMR6 (OHLTrF) hamers. 11 HGLT series haimere Top flamo hartgors Avaulable fir �Wths-rarmim-trom S-1W b-8- 3 HM.08� HH0011, HHDQU Ho"c" 1' Mraig8tratcorthectors a mho ts 4 HMI, HUL14, HDUS; HULJ9, f-MU11 HDLJ14 Rftwdown 3 oBrl Gable afakM COnned0f ramgir�g, from 9-11w. tq:n4V4V-_ 1-7 ROLTV5eneshane- -Top flange hamers avollaible in Wdths ra nging frair 3-1 W to 7- 5, f4PA2% HPA35 anchor 4 HOPI.81, HCP2.HCP4 Hip Cbrnor PWN� a HG1.13,6S-SM, HGJJ5,25-SQS. +�GQ5,50ZDS, HGU5M -S0% HGUT 00-RDS, H GU7,25- Ftidommbunt hainsert, US" and'heights rong Ing.fram 14" to 33" e� LSTH,tZXSTHD$RJ1 Strap -*- le hold-down �5 WR=-Z HHRC411.01, HHRQ44. HHRG5:25/3,25, 14MR��SiVM,12, �):;04neocFs He",av, 9L 815S, HG1.10,00-SLiS 15 Hrrseros trignsers Top flangei hiML0af*aY*M61b In Wdths ranalm fr6hn 1&116� to 3- Mi 7 -MA$A, MA -$AP kundtforT anchor snap HHRO66 4 HWSsoties hangars ha, raminartrom I-Blv� to T. tl% MRA14A '6' L HRCTAM, HRM 1,98'! zrld,,,h4T4htsi rA rorn-�-OM 5" to 124"0' 1,4, HusTFseriostuamgr�r, Top f1mriaL fTOrT1,3-1V8,!td p PAn. P�25`, PA�,5,_� PA61, PAS$ ftap.,styl0#urJlr1 6firlhor 7 tRQA� J-RU26, Lk U210, LRU212 90 -fterilarigar 5 HHGU525-SD U7 QMDS, HHOL14T25r8bS L S, HHGU5.50-SD,9, HHGU&,62.8DS, HHG keo-mount hangots� "M Wand beights, firelin.g frOM54/4" to 10 PAIle, RAInPAIZO, PA1.1% VraWaty�-_ pitAn anchor a I -SUM ' 4$8028, LSSU21 01 LdhtSJ0pt%*WMKeWaW0.0 Hanger 15 HUTF. HUCTF serift hai Topflamishatigers ayofloble in Wdths ranging frqrn I-W14"tu fi- 11 $tHP1DL STM01QRJ s1rap-stylt hold-devon g TBE4, TBEU Th&s�,Boanljq Enhancer 6 HH U826-2, HHUS28-2, H HUS2.10-2, HHLIS4B,- HHUS4 8, HHLJS41 0, H HUS5.5011 0. Fw�a mount hangers 1&';aryd �eignts; paming�fr9m _3�Wle"ta IV'. Concealed fiainge JL2 5THD14_ 4TH014RJ Ora"tyle hold-down 10 TC24z TC26; TC28 TTUssclip HHUS1.25110 version (H UCTF) *Aftblo-Ior all models havim_Wft aqual 14, or 11 THA2I3,THA21tr.THA218-2, 418,THAC4 T A422, THA29 THA?22-2,THA413,THA V AO Trul" Hamer Uu 7 HSUR. RWL, HSURC�,NSULC series hangorsi Sio-wed fac*moMrd ffan&M available Tri Writhe raming from S- greAtsp than 2-91TV THAC4= THA42t, THA4�2-1, THA06-2 16 HVVP seneshaimors Tco 90,1a,410 Inwidths ranging fcirb I 7_ F7: 12: �,HAII-.ai.)��,-THAl2�,O6i2�.TRA2,ii22,THA127? AI�O,THAM THAfit,'� T MuAble TrPssHanger,�vod, for Wollstg i HSt)LC),.av -Ve 'W, C ,"a , Isipp'�ASURC a �efor�gg I]$,, am height 1 5 T - AL42 H '2. T14A ti*�;OTrmsm Hanger and 4Xrncdin,1% only-ocutd flame &c6r09;Wd_ 17 MPH;%etles Oanqem. -0�161p 14 TflJA2$`, LTHJA2$, LTHMAL MAO Tn"'Hanpers; __Jfrlj�110�2 HTU4, H-1`028, HT021 0, HT1.1126-2, KT.U2$-2 race -moot haDoef-, 1/2" and hdrghts rang -ing from 6�51V'tv 5�' 15 THJM�?.4-SbSf'S; THJM2�MDS�, THJUA, TH��W MuNple'rtuss H2mers S KI HUC series hamevs L L Face- 18 ITS series hangers, 'rap flange hangersavOlatble in widths ranging from 1-W616 3- 16, T8BR2-24 Truss5paw-RIeStnxtht 'Ta'41)d heights flange 17 VPA2,' VPA25,LVPA3, VPA85, VPA4 VaTlai Pitch Connector. - we '"Micly (HU4):w4ablo.Ws1l models having %�ldth equal to or 19 dElsefiesharigem Top flange, hangers arvallatbie In Wdth ofl-.9116"and heig.hts CD cc C_:1 9�41 M 1.4 IS VIFOR Valivy, Truss Clip �Riaartarfhan 2-91W, F"gln� frohrnS��18L'tlo 7.Jj4` a%. ILD 14UCQIBllgLzgr)S,.HU=�8.1/li4%- HOOP21,01,SIDS, HUCOM�&SM 4UCQ$10- PAM-MoUnVI'larf9sts 20 MA'sibiles hamers TOP % nge ha n g a is oval 18 b le: in W d thof I _QJJ 0- ard� h'a4hts L Co, '0610,- $06, HUC041 qu HUO -,fol a rorrshv from 0-We" -I)a' HUC`Q812-SVS 9�4 C& 24. Si mpson, StrongJie 2020 FBC Approved Products Updated iWWMLY Simpson Stiloing-Tie2020 F-13C Approved'Products UjadatedLIM=020� EMM S1 m pson Strong -Tie 2020 F8C Approved: Prod utts, Updated 12 mrzin, Si mpson Strong -Tie 2020 F8C Approved Prod ur-ts Updated 1213WOM For�llrecthhks,to-Wl S�Iap;�6vals K*dWa,1e,JLQLMLERL FordrWAitlis t"I S8T%)pn*ala Wad helow, CLICK HE f�or direct llnl�vtwtdl SaT Awrotwo Mod be1crV,_QLlQLd= Forckeat Unksto-al) belo,&, cLlrK HER FetvLOdtional intormatoon roganlinu Flw&s-Statewicle Pr9duclApprove[Systom and.i%Orni�dp OwntyNotimcfAt�qeptarica WDA)..Q�, For aftional intbrrnatton r0arding FloWsA-Aswide Promd-Approval System md Marnl4bads C�mnty No0cv4Aqwt%ncz-(NQA). FA* additional intomadon reoardinu FlonMr, aatmivide PruduciApproval �Systenv and Marni-Dadri Cour4 Nptkv ofAumiptancott,10A), ZA2LU=, FatLddtionislilormatonrogwdfngFicoda!�-StatewidePrgdtictApprWW'5�SWMW*dLMaTriA)aOVC4mntyNoticoofA=pWce�(NDA),.C�, fit, 21 U:fserias,�Afigpta Top of 1,9116"apid fteq 5� FILM 1468-H T$- SIUM bq, BILM 51 i SILIM40, S4LEV2,37i SyWV2-. 56, &L BV20 j S&M, 12, Tipp Fla nae Joist Hangers -5 SET -AP to 15-1w, SVW,3�56, S1LW3;sZ,, tJLBV4,0e; SLGV412,,�l IMA26, &L�W43t� S&M.60 9, Wonq�Bolt 2 iST92:,ST82-4G'8; STB2-iRSP,) 2 Wadq(� Anchorfair porlereto Jwc4rbon 22 1.8AZa0rios hanger�, heights �p" Elilduagilob], Nuniberor Name 19 EIL TT20, 50TT21 S/RTT14, H`17,�. HTT5 Ho,10pwriw *00i And T'�Ypai;304 gn4,416-staln last, st"I 1 14 W`1613� kHOMId-4 JbiStj_laip L gel �0� !'"M SIMST72 ftwL �Srnfl(104a),, ell 7 Titan HD,1TH0*,`THD-HMGTHD:H4SL9, THD-�WSS, THD-O& T40, Thon H D HeaVy Nty 8oreWAnrhor for coricroteandmaoonr� LM3 �f�G6, L EQ1 Sarres haingor� Veto,6 Top w4the ranging firern $4 - 2 HR%, HR56, HR812 St Ties 71 SP4. SPO ftd PlatsTios available �Vfth WChosdin carbon ftel and TOWW4 and 316 'f4tige,hongersayallableilit Voland beights, raming from A"to 33-IN!" 3 HU=1(r-SO& �22 SSP, D8P, TSP SW&PlaterTles, skinives steel, br vAth countersan k head in Wroan steel aind 24 -MEG5, M M7 ser ibs h angels TV flange hart gers aivallarb le -In Wdthis rdmtrig from 5-:1 W to S, 4 'THOt��-THr.83,-rpiGBH-2.THi3BHZ, THGBH4 �bistflariglbr 23 M. DTd TTuss Clip Type ��fi�staihless-ste6f W",and heights rangliN from'§`,ta,3L2-iPV S THGM-SM, THGOSZDS4.5, THGQH2-$DS3 THGQH3-SD84.5, THGQ]44-SDS$ Joist Honger TBD22 Tfurm Bracer)iagqnal 15 Titan H D Rod Coupler (THD3763ARC, THD50934MQ) Titan H.D Th readed, Rod Coupler for concrete 25 -MI , Tsodw hangers T00%sirge hapgrorsavollableIn Wft,rainging from t-wtr, to 5- fY THOM-3, TH2M-4, TH[bW4-3,,TlHGW44 joist Helmer Z� TXS7 T xv s s� J a a 0, o) i n a o W r 0 T[ItW HQ Tlirroadscl -Rod Hamer qH DS251 58 RH T11PBS71 58RH: THU37Z �R H, Tten, H 0 Th readed, Rod Hong airfor oon crew 118".(rtd*,o1bhts romim TH0502,34M THbTCa12RH) ;2$; PE PH% efs -rop Noigo hingais a0d!l46tVtR �Mdthbfl-VIT& arid hal4ritg, ftdoe*1 Arichor fort6at6fity raq4100 IMM't 3,06, to 7- V011 FLV192�Rf (D 2T RR Ridge '2S, WP Series hangers, TOP fMge hangers available 111 WdLths, rangillg fMM 1 -911'Ek" to 7- $090 ProductModohNuraWrbrWaing IMcluctDoggripbon Product Model, NumborcrNarrig FILNIMO�RS 1IS"And heights raming 911 C to 32. DT--7AQU Dpob�e Embedded Truss Anchor M QMM--9()SG. _MaExMrY Pier C'a M 2 -POTR, FOTRHL, FGTRHR Girder RaV* Anchor COTQM4,82�SDM; OCTQM5.50,SDS StgL# Product Modol. Number or- Name Product Descrilation I PIMHISLS� H1.5-2?1 Hlk,2,S HwKganeTlia ATxp &T-xp kigh'stmn gfh,A%,,ylla Adhvske for Ouriorelojor masonry HIETA12. HIETA16, ),�7A�0, HIETA24, HETA�W briboddled'Fruao Angitor, 2 jiPCLQM1QG_KT, 50CL004,02G.KT, SrCL0MiBW-xT, 8CL OLLOMD;�M_ G�KT, 2 El-44P` ET-4HP1Epox1(Adli F- �B NFETAL12, HF17AL18.. Hr_TA= �EOGLLQM04;62G-KT, E,�=LWIVIDUOG-XT, EWLRQMU3.62G�q, 0 -XP ngtfi�_� Mdg9ma 0JgrnWbrMain4i Product bescriati6n 6 -HaAM10, HM9 Masonry retrofitz"hoctor4 keaviarbedded 4 $troh�.filplt,2 ("21 'otrwg�goit 9�vodge Afirhorfor masonry -4-4 I A6W PWAUR ABA40,, ABA46111, MA60, AeMSR 60justable, Pga osisb 7- HH&Ale! fiHr--TA20, HHETA24, HHETA40� TrussAnOffor, Z 14GUMS.25, HQUW$Q,,HQUM7.00, HOUW.25i HGQW19.00 H0vy�MasOriryHanqpr$ :5 T&err.2 (TTN2) Titan 2 Screw Ariczlhur -for Oondrete 1 MU4,� ABU44R, ABU40= AW4*, ABUS�5, ABUS-6. ABU65, A13UO6, AlBW6k, ABUW. Adjustable Post Bas,9 8 LOT2, LGT Lei 4-i-083 Gfrdar-rlod,�Aw 4 LC-UM2&2, L15UM2". LGLIWO-4. LGIL10:6-2, LGL)Wt-3, LGUM2$-t,U:Wm2i0-2� Masonry Beam Hangars, 6 Tilan HD UH15-1-148S. THD�HUBS. TH D�CS6$8) Titan, HD H"vY­DQtY-_1-oraw Anchor for concrete available in 304 (3) ABUReR, A9U4�010;_AWJtU1bR, ABUi21Z,ABW2VR a LTA2 Lateral Truss Anchor LULIM210-S. LGUNO-0-4, 1_VU.M46o1,Gl.R1A48, LGUPMI C or - 316stainless Steelwi L lb hex1iaod� and 310 sitainl[Ogijs stael with C_ A 14WMZ� ABWWRZ , 9WI A5W44Z,.A8W44RZ_ A8W46Z, AaW4 pRZ, A A -7 m4sobla PD9 Bass 10 i METAI 2,� m ErAip, m ETA tBi, MEM20, M ET A24, ML-7A413' msTAu24, msuws, moi;pmeid �inl*OMTNissAnchor Strap,�Tle forVa -5 MB]HA3.12a2b, MBHA3.1W11.25.-M9HA3_6&7_25, MBHAS:56j�.,25, M84A-3,5611,25 WSHAUS1111-8a. UBHM-11014, MSHA3.6011O. 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Numbergr Name A, XM01 1481224. YbiW 14R,12;R4-2K $Ore*wfth#5 DrillPoto"d Large, ia L(,134,4 wwe', �SpWrrri Base EM40, 40d C "5L LfTlgi LmO4, LJMM L'ottoosion Tieo I tiOM2%pi WWg2,M., -$D_VW08, 60�=- 4% OM22500, SQW22wo, 80�=O��8, 'Flotion Dr Poimaq,�,M 14 LP 0Z C4,Z, LPr L&PLootCap -A X0114SI224,XQ114E�1224-2ZKX114$M4,MI12Sl,224,XQII,2412,24-2K. Drill Point 15 7MPB4Z, MP8662!, WIPSO& Niotmedoost Base 2 BI)WO1545G.. SIMCIM11 SirprigArIve SDW0 TRU-1118 &raw 16 P&44, P844Ri P84% PEW P96OR Embedded POO Dase FUA3M-R5 4Z MWHID�K*06, 8DWHI1040MB, SDWHIUMODS, SDVAFH198WlJR� SMK1G1=DB SIDWH TIWEA+O(Sorew X-1,18481018. XU34B101O4K Tapplm 4orey%sy�0 IT PHS44A PB$46, fEmbeddivol P ast Base A -SOWH274ar., SDVM27WM., $OWH2780W� SOM271 UDDG. 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XqIIV21 44,5K, Xq7881224, *Ve$1224.1k, Ot 0-it. * t2rl 4�,.n *1 ��-24 A*orqDrlve X Metakl 3--if-Mll In.1, 9 URFP Urtiversal fi�eeoft Found atom Pilots 12 Wa2Z6, SVBZO% WD3.12, VB3.56, G183.6� $164,06, IVE3B,5U Top Flamit JaM Harlger� XQ11481224,)= 114B,1224­�Al� XQ`112SI�24,j4l`121312�*21K. )014MM-W, Xl,%iOlf�XIBIO,16-4KXIS1214,XIB1214.3,5K T-000ing 8064z (D "TA. SU4,12, WB4;28,-51134.75i Se BM S, A21.2114�SIBA4.1 A4�1 Top flange Joist 1,,Wn Or$ -Produbt.Madal. Myrdber or Name DescifiDtion $yBA4-.1EV42,6JI3A418/14 I ET -HP Adhesi�e Mphicir for concrete, z 14 01-11A HurAcarlo(TW 2 �z GAC, GDP, ODPW60, �QDPM -�715. GDPWOO� PDP��,GW-50, GW.74.. P*1 Do, GTH 15 ;$1HJD&5,,0H0M�&1HDlD %Mp10S,WHD15S,,P, M$ RN , P] ��W POP VYL, PC)PA,PDPA-k,PDP�A-,MP,PDPAT,PIDPA�T-�KPINW,-Pi.. P N, A PdWdo' on �assorril;;rm IP, SMW4, �WHOUG,$)H611JR, WHOW I Holoo PbPAWL-MG, PSVL9�P8VL,5;K F�CILDPA, PO,�LDPA, P1rPHAq,-,PTRW 11' -SIJC�T,� 91HJCT 4' 'SET-M SHEET NO. May 27, 2022 PA 1.2 • Ll m RR (D Cn C0 O U h'IIAMF 1�-DAU COUN + PRODUCT CONTROLSECTION O .� CD�. O s ._ DEPARTWNT OF REGUI:.ATORY AM PCONOMC RESOURCES (RER) 11905 SW 26 Strcc , Roam 209 CastCrete USA, L%C Cast -Cry USA, i�)�.� �sf�-.�retal�i.E�+C .. a)C)-O C: M -0 �- BOA" A" CODE ADMM3T T10N DIVISION Miami, Florida 331752474 T (7ss) 3 t5-2590 It (786) M-25 NOTICE OF ACCEPTANCE:. EVIDENCE SUBMAR ED LOTIGE OF ACCEPTANCE: EVIDENCE §jMM�D Nt�'I' CE OF ACCEPTANCE: EVIDENCE SIBMITTED ' — 4� 0 � U cA -- ��m` de.eovletanoeiv NOTICE Q�' ACCEPT�TCE (NOA) ,.� V to '� _ Q4 1 EVIDENCE �UBMITTEIUNDER PREVIOUS APPROVAL #0 �EVIDENCE SUBMITTED NER PREVIOUS APPROVAL # 12_0209.2 I���V�P�%1 p5.EViDEiTN Cat-Crte>ISA, iIC 6324 County Read ;$79 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 C C O Set aer F1 title 335t34 +� c s tel be#cat3s sheen a l L 2irawarrgNo. FD4612, titled "Precast Arid Presire slyd�'r f " 1. Drawin. No. FD4�IZ titled Precast ttnd Prestress.�ed:.tnte117e�atls , Wheel 10 � � ,, 1. I�rcrwtn No. F.1)4�1 tailed Pre�t end Prestressed Lcntel:t�eiarls sheet 1' a f � -- CC5 -M prepared b Craig Parrino. P..ls dated March 24, 200.E and No. LT4612, tailed S .. , 1, prepared by Craig Parrino, P.E, dated March 24, 2003 and Drawing No. b' „ , 1, dated 03124103 and Drawing No LT4612, titled Cast -Crete 4- , & 12 O � 0 > O > Ct)PE ' -C etc 6 & 12 Lintel Safe Eon Tables sheep 1 through 3 0 3, prepared ae Cast r 4 , f b3' -.: . . ... .. „ } y tilled "Cast /r e ,. " 12'" Lintel Sae Load Tables sheets 1 LT4b12, t i _. L,+l�".. .t� � f � . f 3 611 / l y {� �� sheets 7 q 06112114, 4%�te� Safe Load Tables" 1 through J ($f �, t revision dated UW,L �I �7� all ...._ � O � ^' E /^��, W � c ,.. . - s NOA is be issued under the applicable e � e; sea 'Chi i�i d rrules and a revs governing tli u f construction materials, � � � . _ .:. .: Q3 l tam 1 dated April 28 2' 03 bvt March 2 2 t rrvas da A h Craig ono P.E. dated M 4 0 as . C .Parr _. . , F , , 20 3 1 "t Cr .yF}. , � , through 3 oft prepared re b ai .13arrinv P.E, da ed march 24 _ ,Qs �ira��5y +f , }yyy y��rrt d by a . ; . �}.{.re tired sx].!�/.,}.e�and �ea�tled h�y�) ►`k Parrino, P,� c�tt I11�,�I,�r�X �, U) Q . — cA O ct3 - The documentation subrayttted has boon review end. accepted by Miami -Dade Ct>aln% 1�.ER product Control d sealed b Crag P. drawings signed an .- , y �arranda, ,- .. , al a ' tzrranr� L". ls`: ra revision dated March 1I, 2008, all signedand sealed by Cr ig P , o .� Q- � t--- U) <C Section to be used in Miaml Dade County and other areas where allowed try, the Authority Havizlg 1tii�isdiction B. TESTS March 22, 2012. $.' TESTS .O (Al II< 1. Test report on flexural testing on 4 ", t5" & 12." Precast Concrete Lintels ,Filled and 1. None: This NOA shall not be valid after the expiration date stated Flow. The Miami -Dade County Product Coot Unfalle+d models, total of (13) concrete lintel specimens, perAS'TME-5ZL94, prepared R. TESTS C. CALCULATIONS . _ .. . . Section hi Miami Dade Coun d/or the in other t Miami Dade Co reserve e tight t have � County),and/or � areas , t than County) a the ag o v . ties Report . 3 404� ated 04110103 signed and by.,4ppplred Research Laboratories, pn � Q d . ,' 1. 1Varze. I. Calculations for Cast -Crete Lintels, .dated 0811912014, pages 14, 2,0J through I4, 36 this redact air material tested fdu quality essurance oseS, if this roduct or naateraal fails ilia tit the P p �o a la Christopherd: Ila»arrn P. li ,, s aletf yC. CALCULATIONS prepared b Craig Parrino, P.E signed ed and sealed b Craig Parrino, P.E. p y i y accepted manner, the inarIalf'aCtairar will incur the expense of such testing and the AkTI'ana+t immediately TeVc�tte 1, None. Y modify, or suspend the use of suab product car material witbin their 'urisdiiction. REEK reserves the right to revoke � � C. CALCULATIONS D. QUALITY ass1URANcr • " . this acee if it is determined b Miariyi i7ade County Product Control Section that this rc�c�aat or material ��, Y tY p .. . _ .: Lintels, e 29 3 202 espreparedlyCrcn I. Calculanons ar Crtrete L nt Is, dated t1�J �d ., . pages, g' f . D. QUALITY ASSURANCE . 1, By �L9rama-bade Corgi 1�elrartrnc»t csf`t�egulatory mad ,�conamrc Resources (.�'R). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. De e t ..Permitting,Environment ,and Regulatoryy Affairs. I. By 1 tatrrrna Dads Count partm n o}`. Environment,;and ". Calculations or Cast -Crete Lintels, dated 051'2p103i 140. es, Prepared by CrOk iPig E. 1i11;ATERIA, CERTIFICATIONS . . This product's approved as described heretra� ,midi hasbeon designed to comply with the High Velo ty Hurricane P r' a P.E. si d read see led C'rdi Parrino, P;L� "� gne a, � g Es MATERIAL CERTIFICATIONS 1. Iodine. Zone at the, Florida BuildingICode, 1. None DESCRIPTION: ( Cast. -Crete) 4_1, b I �' fg6 Str+sugt Precast and I"r r ed Con+i�ca LIntets D. MATERIAL CERTIFICATION: F OTHER : " .Details".. 13PPR9VAL D©C[.INIENT, Drawing Ndi,FD4612, titled Preeaat and Prestressed Lintel sheet 1 � 1, - L ale. teen Manual or Cast Crete Maclaine Made Precast Lintels revised on May 1, Quality � f F T OTHER 1. Letter pin Cast -Crete USA dated 811912014 signed and sealed b . Craig , fr Inc.,, oat tl gra Y g , „ prepared by Craig Parrino, P.E., dated March 24, Ztfti3 and Drawing No, LT4612, titled Cast-Cre%,�# , 6 & I2 2002. _ 03 2012 signed and sealed 1. Letter, frc�rrt Cast Crete Carporattor�, dated .February .. Parrino P.E. certifyingcam Rance wain the Florida Building Code: 2014 Edition: P g _ Lintel SafeLoad Tablacs , sheets 1;through 3 of 3, prepared) by Craig t'amno, t'.., elated March 2�, 2D03, :last - - e r Pre tressed P dated 2p02.. C'crst Crete Quality System Manualfor � ; rvd� .. � ty J` ,_ c compliance the tads Builders Code 2O1 iJ by Craig Parrino, certifying rsanpliun with e FloridaF'la g , revision.dated ,Tune 12 2014 all siro" ed and seated by Craig ' Pen d P.E. on Jan : 22 2019 all bearin the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821..18 Miami -Dade County Product Control Revision. stampwith the Notice of Acceptance umber and the expiration 2. EVIDENCE SUBMIT TEDL UNDER PREVIOUS APPROVAL # 0845209 A. DRAGS date by the. Miami -Dade County Product Control Section. A. DRAWINGS 4 EVIDENCE SUBMITTED D JNDER PREVIOUS APPROVAL # 13-032LO7 1. Neste= MISSll,E YMPACT RATING. Large and Small Missile Impact Resistant 1. DrawingNo, FD4612, titled "Precast and Prestressed Lintel Details`; shoed 1 of 1, A DRAWINGS LIl'yT LABE G, Each lintel shall la a permanent anent label them of c e name ; r eMiami-Dade p r�za. ab with an a tore s n o. diagQ and its_ prepared lay Craig Parrino, P.E., dated .March 24, 2003 and Drawing Na. LI'4512, titled 1_ None. B TESTS _ .ear County doge. "Cast --Crete 4", 60 & 12 "Lintel Safe Load`Tables ", ,sheets I throaigh 3 of 3, prepared by 1, Nbh4 C'raagParrino, P.E., dated March 24. 2003, lastreuisiondatedMarch 11, 2000 D TESTS RENEWAL of this NQA shall bo considered ail- a renewal application has been filed and there has been no I. None C� CALCULATIONS change in the applicable build` code negatively affectingthe performance ofthis product. �'p lla . P B. TESTS 1. None: TFJ1MJNAT10 N of this NOA w 11 occur after the expiration date or if:there has peen a revision or d hinge in the 1. None C. CALCULATIONS maerials, use, and/or manufacture of the product or process. Misuse of this NOA as air endorsement of any C. CALCULATIONS 1. None. D. QUALITY Ai -Dade NCE 1. By 1i±0anai-Dade County nep�artment of Regulatory any Economic Resources �ItEERj,. roduc4 forsales, adveWsing�or any other purposes shall automatically terminate this NOA. Failure to comply with p p 1. None. o f e stay seoti n o this NOA s1r41l because for t rAftiation and removal NOA D. QUALITY ASSURANCE � �VIATERL�L CERTI�CATIONS ADVERTISEMENT: The NOA number receded b the words Miami -Dade County, Florida, and followed li. p Y t1'a Y D. QUALITY ASSURANCE 1. ByA iami-Dade Goan Derif Regulatory and conomic Resources (AER). 1. None the expiration date maybe displayed in advertising literature- If any portion of the NOA is displayed, then it shall 1. By Adiami-Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL- CERTIFICATIONS F. OTHER INSPECTION. A copy of'ttus entire NOA shalt be provided to the user by the manufacturer or ate: distriibutor$ and E. MATERIAL CERTIFICATIONS 1, None " t- 1. Compliance Letter -with the Florida Building Code, 2.01 Edition, issued by Cris C= shall be awflableL for anspoxt3oia at the f ob site at the request of tiie Buildm g Cl coal, . None. Crete USA, Inc., droned O&W/17, xag`ned do settled by Craig Parrino, P.E. � ft ',' This NOA revises NOA # I9-0130.14 and consists, of this page I, evidence submitted pages E-1, E-- , E--3, E-4 -ad 01 E-5 as well as approval document mentioned above. The subinitted documentation was reviewed Helm A. iVMakar, . P.E. M.S. �' Y elsay A. M r, P.E., M.S. Pr act control Section Sa rvisor pe �. M.S. elmy A. Makar, , 1° act Control section Su rvisar supervisor e y A.11'Malkar, P.E., M.S. Product Control Section Supervisor �' t� � C* �, = NOAt No. 20-063ry0..1S �� NOA No. 20-063e�M5� NOAt�to, 20-0630--IS NOA No. �tl-t�63U.15: �; w c� M ' . ' pp y,... �,"„ Expiration DatE. 09111 4r �l 3 aria din 5/9; .1/�f.kl w7' �1 L` p'ii Aa a 09/11t y� yy q, y E 14'' a�i .� Qj. 1A Il Jl 'rn N o rr Approval Date, 0920/2020 Approval Date; 08/20/22020 Appiroval Date. OS,/2=020 Approval Date: 0940/2020` . c q7 N Pagel F, -I E-2 E-3 e, c A = go to to p � w »r CAELCrete USA, LLC Cast-Crete USA, LLC NOTICE OF ACCEPTANCE. EVIDENCE SUB1ViIT iED NOTICE OF ACCEPTANCE: EVIDENCE SUEIMi'TTED 7. L' WE CE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 1 4. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. L Noire. B, TESTS B. TESTS Cn L .Insane. J. None. S...o C. CALCMATIt`IINS C CALCULATIONS 1> None. 1, None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE' L By Miami -Dade County Department of l egulatory and Economic Resources (RER). 1. By Afiami Dade County. Department of Regulatory and Economic Resources ER), E{ MATES CERTIFICATIONS E. MATERIAL CERTIFICATIONS -.-+ 1. .iVone. 1. None. F. +()T73ER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- L Compliance Letter with the Florida Building, Cade, ,2017 Edition, issued by Cast- z CI) Crete USA, Inc., dated 0108117, signed,& sealed by Craig Parrino, P. E. Crete USA, Inc., drat -eel 0&108117, signed & sealed by Craig Parrino, RE 7ffi 8. EVIDENCE SUBMITTED DER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Codi, 2020'Edition, issued by Cast � > A. DRAWINGS Crete USA, Inc., dated 0611 NO, signed & sealed by Craig Parrino, PX O 1. Drawing No. FD4612, titled "Precast and Prestressedlini l Details" ' etail "' sheet I of � Q I, prepared by Craig Parrino, P. E;, dated March 24,1003 and Drawing No. Q LI'46112, titled ""Cast -Crete 4' , 6"& 12` Lintel Safe Load 7'crbles''; sheets I 0 Q through 3 of 3, prepared by Craig Parrino, P.E, dated March 24, 2003, last L� }, revision dated June 12, 2014, all ,signed and sealed by Craig Parrino, A E.,tin V January 22, 2019. =3 a TESTS I. Antic; C. CALCULATIONS 1. None, D. QUALITY ASSMIANCE m 1. By Miami -Dade Cos mty De rtmertt of Regitlwory and Fcdnomic Resources p1.; X MATERIAL CERTIFICATIONS � ,Q 1. None: F. OTHER. 1. article of Conversion for a name changes O CU W Ceeliny A. Makar, P.E,, nS. Relmy A. Makar, P.E., nS. Z Product Control Section Supervisor Product Control Smtlou Supervisor _..� NOA No.20-0630.15 NOA No. 20-0630.15 Z Expiration Date.: 09140023 Expiration Date, owl, 2%3 Q Approval Data : osno/2020 Approval Bate: =012020 -� E-4 E_ O- SHEET NO. May 27, 2022 PA 1 4 ■ ZT17LT 7E70707i m 4 TILLIT TESTING A ENGINEERING COMPANY PROIDUC E 2 2.2; TEST VVROP-TS: Large missile Impact and fatigue load tests wereperforrMd under PrOtocoISTAS 20T, 1203at Wsection 1:620 of the, Florida Building Coclo� Uniformstatio toads XYAWAHW_U2Wa _IqQ_UX�21W :HARACTERISTI M_ SPE10111FICATION; Shall be strictly- In accordance with Osneral'Notes and �Qqrriponleirft indicated on q -WATTR)t A� �tiW�Jp_pi Ipl J n CA as per TAS 102 Protocol. Testreports pieparlild by Hurricane Engineering & NO-20470. Anchor speclfioatlonSi�all Ileas IndIdated On Sheets, I., 7arld 21 of Testing, Inc., Reports # 96-569 dated 0810911096, #W570 dated 09[le/1996, 26,of Predict'Evaluation Document (P,E,D,). drawifto Not.,20-1116. PRODUCTEMLUATION REPO #96-T30 dated 00120/1996, all three signed and Sealed, by Hector M. Moo. !no, . P.E., Fenestration Testing Laboratory, Inc reports #2032 dated 04118/19 98 and # 2126 dated 10/0611998 witnessed by &Ibiart Diamond, P.E, and Report 40. LIMITATIONS AND C_QjNj)jjQM QF jjft 00PORT NO.-, 204190.01 0219.,Ql-Dg,,daited,March'4,,,,2009I signed and seated byEdirrundco Larg� spada., P.E. and Henry Hattern, P.5- 1A.Shall be strictly in compTfaince with General Notes Na. 1, 8,thrn 14, iridicated' DATE� July 28,2M, Tensile lost rep port No. 9CM-107 by QC Metallurgical, Inc., dated March 13. 2009, an sheet I of26, as. well "Genetral Not",# 11 thru 4'and I T thru 10, indicated' on sheet 21 of 26 of Product, Evaluail ri D - Mont � P. E D.), drawing Noi� 20,6171 ow PRODUCT CATEGORY: Shvilets, signed,and sealed by Frank Orate, P.E. .9 :prepared byllftecoi Inc. andsigned and 00ed,byWaltar-A�, TjIIk,,jr,,0,F_ PR0DUCT:8UiW_-ATg,00Ry.- Storm Panels _Z.XAM0TURAL.ENG NEERMCALCULA11ONt: T2. Product may be Installed Within HIGH VELOCITY HUAkICANEZONES as, PRODUCT NAME; 20 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel -Storm Panel for maximum panel length Va. design wind load� as well as maxiinum anchor spacing us. deeign, wind load and panel defined on section 1620.2 ofthe Florida Building Code. MANUFACTURER: Global langth based on rational and oomparativeanalysia, end in accordance with section 161 a of the Florida Building Code, CelculatiprispraparedbyTilteco, Inc., , 7�3, Product stlitall only lbalristalled Into poLiriad c crateconcrete block, and v000d frame Structures. 4600 S;W, 61 Streat Ooviai FIdrda33314 dated 111/021108 and 03112/15, signed and -sealedtlyWajter A. milit, jr., PE. I -PURPOSE - - % 3. MISSILE IMPAU RESISTANCE; - Product Evaluation Report-prepersd P.E. (Florida license - Thim is a Prodluct Evaluation Report issued by Widiler X 7 11111t, Jr., P.E. (,System I Large missile Impact under section 1828 of the Florida Building Code, as per TAB 201, ProtocoL No. 44167); President of Tilta Itic. (Florida CA-00D0719)i lb* 1 90e) to tho Global Poatootion Products, L1.C,Ru1a,ChA t No. 410,ZG-3, Mathad I Dipf ttilarFlorloal 40PArtMOntbif Bmiliftiossond MD LOADS-RIESISTANCL- 4� 20 Gage Galvanized Steel' Storm Panel has been verified to sustain wind ..... ... This product is -being issued an Evaluation Report as described harein, and has been Verified for comp] Lance In accordance with the 2020 Seventh Ediltion of the pressures. Maximum panel length shall beas indicated,onsheets 6, 10, 14, 15, 16,19,25 and 26 of'28 of Product Evaluation Document (F.E.D.), drawtvighloi -91 kl ,Florida Building Code, and to varif y that the,product Isforthipurpose Intended Atidast e,0141valenflothat roquired 13y the Codo- 26-176. Maximum Anchor Spladrig shall b as lindicatedbri sheets 8, 0 10, 11, 14,15,17. 18, 10, 20:25 ard 26 V26, of Product Evaluation Docuinen4pza), SITATS OF *avAng No. 20-47C -Ow fO 4940M This Product Evaluation Reloortshall be subfactto, Wewand revision in page of I INSTALWTION., wiln I a Building Codo,bbange that may effect b limitations and condItIons Instailation Shall be performed strictly in accordance With details indicated on I TT''Eat .,PRnl3U&,FVAL shestsathru 7,101hru 20,2%24and.�0,lot26,of Product Evaiustion D ooLtment (P.E.D.), dtew�.Islg No. 20476. MInIrTurh iepOatiori to 91' a ass shaIl be as AOMON00C?OS'P.I5:, Drawing No. 20-176, t1ded "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14,16,25 and 26,of26, of Pro'duatvaluation Document (RED.), drawing No. 20-1-70. sheets I thru 26- 026 prepared by Tittaw, Irim.; sighed and ftaled by Walter & Tillit Jr., PiE.; Oaj�aq 07128f2QZO� This drawing Is an integral part Evaluation Report. )101�111111 rl� Jolt, A EN 44167 STAIE Of 6355 N�W. 36th Skee� guite 305, AfiW� Fjoiji4a. 3,1140 Pituft. (�05) $71-15 1 N I r10,64 /_F1 L ECO imX__ TILLIT TESTING ENGINEERING COMPANY 0�_ wtoom PIMUCT EVALUATION REPORT REPORTNO.; 20-0727.02 DATE: JutyV,202a PRODUCT CATEGORY. Shuttem PRODUCT SUB -CATEGORY. Storm Panels PRODUCT NAME, 2�4 GAGE GALVANIZED STEEL STQRM PANEL MANUFACTURER: Global PrQW.Uoln ftducts. LLC 48DO'S,W, 51 Street Davie, Fladda M314 1. PURP This is a Product Evaluation ReportIssued loyWalltatA. 11111t, Jr., P.E. (System ID # 1904) to the Global Protection Products, LLC, Rule Chapter No. OIJ020-3, Method ID ofthe Florida.Departnitte . ht,of Bus! n4ILs;Vand Praftssionall Regulation. This prodQqt-js-0sjng lssuaid in Evaluation -Report as desl;.dbod herein, and has been verified for compliance imaocardance with the 2Q20 Seventh Edition ofthe Florida BuildIr Code, and to freyffythat ftproduct is for 1hepurposaintlanded At.least equivalentto that required bythe Code, This Product Evaluation Report shall be subject: to reviewand revision in case of a Building Code change that may affed its limitations anti conditions 2. EVIDENCE MUSMITTED: 2A. PRODUCT EVALUATION DOCUMENT (PXAJ� Draviilngft,20475, titled"24 GAOE GALVANIZED STEEL STORM PANEL-, '0sett 1 tbru 18 Df 18 prepared by Tiltiapp, Inc.; signed andsesled byWalter A., Tillit, Jr�, P,F-,; dated 071`2712020. This drawing Is #n intlew #0 It Evaluation Report. J �4 ?,`411167 �*4 F OR 6355N�W. 16thStmet Suit-- 305,,Atiara Florida 33166 - Miia: (305) 871-1 0 r TXATIONAV09T�NQ; 20-471-7.01 2 ZZ TEST-RMFtTS-. act iond,tests wereparrbrined under SSTO 12-99 standard as yr'�o 6 f,2,,of ft,Plorids 8wilding'Code. �;Uhlf0f)rn� itatic,lbecls, avper p es 0 Spectl:n M6,41. PerASTME-330. TestriplortsprepiaIredbyAmi an Testing I,ab of South Florida, Report * 081L4XI-61 400d,0311 002 witnessed by William R� Mohner. P.E-, Borizz Moroz, R E. and Hanry�Hattem, P, E� Land ftispbrt Nq� 0216.01�69, dated February 26, 2009, sighed and seAleb by Ed L m I u . ndo Lar.gBoapScinj FI-E. and -Henry Hattem, R.E. Large missile jMpadtr#ndoyejjC Aoad Ings porProt000le TAS_ 2jDf & 2.03-os par SeZvon I 606.4i*f the Florida Building Code, Test Report prepared byLArnerican Testing Lab of South Florida, Reporl'Nor. 1 M.01 -110j dated November 23, 2010, signed and sealed by Ju#o E. GOFIZ Ade,4, P L E, -Tensile test, report No. 9CMwI9$ by 00 Metallurgical, lnt-,,, dated March 13� 2000,L sigined arlil:Sealied, by Frank G�de,, P.E. Aa-067A&M t­8 andlTeriihe Test as oe_r QC Metallurgical Report No. i OKMAX113, dated December 1, 20%Signed and seated by�jerry Jacicfano, P.E. as per ASTM E-8. UQTMftLEN01N9 NQ pft-41I.A. IONS:. i beLG41vanizod 8taef Panel for maximum panel liarigthiva, design vvindload, 14-sWellL as MaNhnurh anchor spacing vs. desigh wind r load and panel length based on rational and comparative analysis, atvd in accordance with section 1604 oftheflorlda Building Cocla. -Calculallorts, prepared by Tiltacto, I no,, dated 42MLBJ� 1) and M­ is I 127113 Ifcr th I rev Sion), signed and sea led to y Walter La rge miosile, Impact under-siaction 1 W91. 1.2 of the Florida B uilding. Code. as per SSTD 1.249 Standard and TAB 201 i 4,. MM LQAQS RESWANCE: -2-4 Gage Galvan Ized Steel Storm Panel hasr been, veriflod to, Sustain wthd pressures. Maximum panel length shall tNS as Indipateldon sheets 3;,9, 10, 11, 42and 17 of 18,of Prod, pO EvA.luation'Document (RIE.D.)i d1waiiiiiing No,.20-175. MAXIniumAncl $,60-Ins"'I indicated on,shealls 5 4,10, 4 1, 13 thru 16 18, ,and 18 of fproduc, Elvalu Docolmient rawilingl4a.,24-i7s� -24'(300a Galvanized SteelStorm Panel has been Ve fi Lfer e CornpHa . nce to work is a rion-pDrous. storm shutter assarribly, as per SSTD 12-99 Standard. " 1") "A",' Tit �Z� C=! I �67 I 5. INSIALLAIION! Installation, shall be performed Strictly in accordance, With details inckatediL on sheets- 3 ftu 8, D 0 n S L, 12 thru IS of 16, of0roduci Evaluation cl um� t,(P. idirawlIng No. 20-118. Minimum separation to glass shall be -as indicated on sheets 3, 6,13i 14, 16, 1 a and 18 of i 8� of Product Evaluation -Docu ment (P.E-0.), drawina No. 20-175, t-MATMIALCHAUCTERI18MCS AND SM-IFICAMW Shall bef.strictly in accordance with. Generall Notesand Components Indicated on sheet I and 2 at I a, of Prodt)ct Evaluation Document (P,E.D.),,dr,&wIng No, 20-175, Anchor be OSL Indicated on'ehdat I of 115,.of Produ4;t 1EVIBIUStion DOOLIm4hit (P.ED.), dr*Mng No. 204T& 7-LIMITATT19N ANOWNDMONS]OP USE.' 7A.Sball'be strictly Iricomplianoo with ti'enara'Notas No, 1, 8 thru, 14, Indicated on sheet iW 18 of Prodw;t Evaluation DrIcurner# (P.E.D.), drawing No. 20-175 prepared by TAteco, Inc. and signed and L sealed by Walter A, TIlk Jr., P.E. 7.2. Productshall notbe4risttilled within HIGH VELOCITY HURRI(�ANE, ZONES As definelf n section IM02of ft Florlda, Buildlito Code, 7.3. Product shallonly be installed into poured concrete, concrete block, and wood frame Wuctums, Product Evaluation Riapoftprai:iorad by WalterA. Wit Jr.,,P,E, (Florida License No, 4087)� President of Tifteco, Inc. (Florida CA­000071,�). W CAI —Cu 2 C) C:L CD_ 0 0 ICU 0 -0 C) Cn 6 0 -E 0 2 E)_ = 0 W = C:) .0 -6-4 M U_ %.1.- 0 > Cn a) W E L_ CU 0 0L_ M -0 40- . C C41 < Z Z W mi .QQM?_QNEKM MR REGULAR & UEE SAFETY SM-RM EANELS jazim-Am B,3) 04 CASE THAT PRECAST SVW, OR M04V CONCRETE PANELS, STLICOD OR WOW SOAR" "Ka"'W (SCALE 112-l) 1/4, 2/4,L 3/4. 4/4. 5/5, 7/55, ONAIII FOR 90 *K As" EMITNIG WAII� ANCHORS $WALL BE LOW WAV014 TO RE" THE MM04 MCTURE SERIND, W/10. ZW/110, 3W/10, 4W/tO, 1. STORM PANEL SHOAN 09 ORS PftODXT VVALQ%PM DOCUMENT (PL1,O.j HAS BEEW VMM FOR WAIPLlARCr IN ANCHORAGE SHALL BE AS MENTIONED IN 9,1) AND IN a2)� ___15.IW VCR& j&ISW (TOTAL W*Tk4)- -Wilw/i 0. BW/l I & 7W/11 1/410 TAPOOR ANCHORS, AS ~AMRED V IT.W. SUILDM INC, WIND SHALL K DETERMINED AS PER SECTION IS" OF THE ABOVE MENTIONED COOF *HIM THISE SWXTM WIU. BE WA= AND #14-10 PANOLMATE 17EWLE Ill AM PANELAAFE PLUS AN040M, AS MANUFA=RED 9Y ELCO =4M.CTION Pgoa=S, ACCORDANCE WITH THE 2020 (7" WIT1011) OF THE FILDRIM BUILDING COE (EITECtror wvnt�— MAX ANCHORS' FOR CONCRETE SO SCHED= ON SHEETS 0 DESIGN 1 —6.2w- FOR WOW SEE SECTIONS ON SHEETS 10 & I I J!�!,: lkow MfN. 7n4wm FOR A MMAM-4.7 I'# LAD I is ANDI POLL NOT EMEED ;NE W"M jhsa) 1 4 , SOREWS PER KOS, I DESIGN PRESSIFIC RAQRGS INDWED ON SHMTS I THRU 12, 14, 15, 1% TVA 20. 6'0 X 514r WOO WISHING, AS DISIMiKITED BY ALL POW SCIREW, SOLY 4c SVW" CO. 01WIMM SIM IN oRom TO voory THE Aeow CONDITION, tililitoTE amoN wlHo LowS omffmNeD PER Asm 7-jo AM A__563 + 7 W SHAUL BE FW "10 "Q� QUM WIND LOADS BY MIXTIN.YING IN" BY Oil 04 ORDER TO C 1) 400" THIREADED PENETRATION INTO WOW OF TAPOON ANCHORS SHALL BE 1 1/2' AND r MR t Gp" W r 9 Xco PN41WTE PLUS I MAI O"Am STEEL COMPW THESE (ILS01 DOM PKSWW RATIMCS INDICAM ON SHEEFS 7 THW 12', is, 15� -6, 19 6- AND PANUMAX FEMALE 0. r-ao OALV. C3 ME LOW SHALL BE 1 1/2-. NO THREADED TYP OGG` C= C.2) MINIMUM THREADED PENETRATION Or LAD SCREW, INTO THE WOOD FPA ASTV Ar4P 2. .2 TYP, � i�_7 IN ORDER TO VERIFY THAT ANCAM ON THIS PZZ. AS TESTED WERE NOT ORR STRESSED. A 33X R9XS%SE IN AL1.00ABLE VEINED OCIAL _17 STRESS FOR "NO LOADS WeLfin %oSEG IN THEIR A%&VD& FASTENERS SPACING To WOW HAS SEEN DErMOSED IN PENEMIM INTO STIMM SHALL BE CONSIDERED AS PART O� THE RMFIRIVID, THRICAbM PENETRATION, MXX G-60 CALY, I C26 WbW so UWMAN ACCORDANCE WITH WDS_ 2018. CA MINUM EDGE DISIAME OF LAO SCRE". I WOOD SHALL K AS NOICATED IN 1111.5 MOND L A 4ILS' -6.2 ar M C-D CCZZ) NNO VMM IN ACCORDANCE "N SECTION %U OF ------------------ ­_ ==>< ;rM;rW_-%_M_r._WT=GANr INSOWMA101 70"NO W, AEPDITTS 015-50, 90-WO AND C�0 MININUM PENETRATION OF WOOD BU94W SWL BE 5/0*- 1/4' *-A SCREWS VsED SHALL BE 1 112' LOW MINIMUM 10% SHOLLO VMCCO EXIST, AND 1* VINIAIM FOR *ALLS WITH NO $TLJCGO� gg CP AS !ATK* '039 & AS PWOOOLS TAS-201 � TAS-202 AND "rAS-203L AS A= LAO INC,, AMPORTS #A Im 203 STANDARDS TEST I" OF WOO fLORIDA #021S.01-M. AS MR 1AS 201. YAS 202 AND IN CASE THAT PREC" stow. OR Pwooln =R17 PWM&r =1111111 END SUM PANFL T 2 ALL ALLVOJM WALL, ANCHORS SHALL lit LONG ENOUGH 10 S" PANELS C14 EXTRUSIONS TO BE W63-To Alifff AND TSWER. MAM OrHmmm NOTM). SEE &4m 1 ANCHMAGE SHALL BE AS MENTIONED W r-1), C.t) * C4) 3 ALL ALIAMINUM 94UT METAL USED AT CLOWRES SHALL HAW 3105�1414 ALLW� 7­1­ (0) ANDMORS SKAU BE INSTALLED FOLLD"No ALL Or THE RECQMMENDArOP* Al* SPECIFKATONS OF THE ANC*$WS W"FACTURERL I � �I­ TV tA�1� � LIP - - - - - - - - - - - - - - - - 4 ALL SWL SHEET =MPMS _HE BOARDS BE FO(M ON THE DOSTING 1,2W lw ODLTED PANELS k1 1/40-2091- 1 W��.0 HAVE STRUMRAL QLAU STEEL AM A-653 OWE 50 MNWM, G-50 O&VAHM SIM SO'S kvs �Ama ROLLW)� 4, PANELS MAY ALSO BE INSTALLED HOWORIAULY IOLLOMNO OWALLAIM DEIAVLS SHOWN W SECTION 3 THROUGH to (SHEM A kolio iFai, cu jjw I I M.S. BOLT F/ 7/8' . 3/32' THROUGH 0 EXOM THAT WAbM IM 340AL NOT BE USED, S1, wwortal (SEE SECTIONS AS CX TV AMLE 0 TO �v a NUTS 0 1; OVERLAP St ALL SCROVS. IV BE SMILE= STEEL 304 OR 411GAIS SERIES OR CORROSION RESISTANT COATW CARBON PER 2� FT SHALL CkMW_ THIS SHUTTER SHALL ONLY SO TZ1.3 or THE STRUCnjRE WHERE SHLITTER Is TO BE 11 tjz� 0& U 112 APP SECTIONS A AS APPLCALE) -ct To CONCRETE, BLOCK OR WOOD FAME 063* - I OM 50016 W/ W kW It" SPRONGTHI AND W W TENSU STREACT14 Al SHNLL C414PLY W/ FLOM" WILDZIC 1' OF THE CONIPACTOR TO VCR" THE I I (SEE SECTION 241113114. ATTACHED INKA �Mm A4 SM W1 --- I I MA.DMIGS, 1.s6e -L I I __i__u I Sm e. BMTS TO BE ASTM A -MI CALYPOZED STEEL OR AM -1104 SERIES STAINLESS STEEL. W" 36 Wi Willow YFX DETAIL t OEM I 'T_1 T_ to 1. i L I- cm 2J2,5* I ANCHORS TO WALL SHALL SE AS FOLLOWS MVXr TO SFORE PANELS WH APPLICABLE REINFORCEMENT LIUR04 PERIM OF filiRRICAHE WAIWNIG� 4A 7 1OW (IN SI-METS Z, S A 12 RESPECMUX SHALL HAVE A LEGIBLE AM W-AXY WHILE WAKINC INSTRUCTING OWNER OR us T1 I � ThIE ��WMIATQN 0DWARhOTOR IS To =0T ALL "MR COMPOlioir EDGE$ *MR RD" IN CONDWAZ 00,41AM "TO to -4 TAPCON ANCHORS AS i,"LiFWTURVO IJ* WU30L INC. (ft, V-3192 R.S.) THE BUILDING TO P%IWW VIIINDIF14114 10- EACH REOULIA %FORM lEL VATH LEWHIS OVER B'-4 THROUGH AS PER SiCIVINS $1 & 10 AND ALMRowras M, As WNWACDAW BY OCKALF W. (MIN. I' W DVAL A —2.00W 1/4, 0 A 7/8, wX4 AMclor _XOO P&I� ROLIMI)ED CORNER a ENDS Lof PAHELIS D,M..@.@. 4 14-0,0 3/4- IOLIO-SET ViCHOM AS OsTRISIATO 13Y ALL POW SCREW, GULF & SPECIALTY CCk 1Z STORM PANEL INSTALLATION SHALL COMPLY WIN SPECS INDICATED 94 THIS DM*WG PM ANY WILDIND 00 20NING REGEMATIORS PROVIDED BY THE OURISDICTION WHERE PERMIT IS APPLIED M. (kw r&.N= P'.L) END UP W/ HEMMED EOM 0 AN= ANGLE WIT14 STUD, 4 n6 #74-10 PR&ELMATE fWLE M Al FAMELMATE PUIS MKROFIS, AS MANUFACTUIRED By ELCO CONSTRUCTION PROWC-­ 1.1, (a) THIS PREPARED Or THIS ENGINEER M QV4M AHO DOES HOT PROADE MORYATKIN (1) *he REV= STUD (9). 14-0 V . FOR Sur CONDITIONS DEMIT: FROM THE PIF-0 _?. 1/4. 2/4. 3/4, 4/4, 5/5, 7/5, AS MANUFMA)FIED BY TW-FASY CORPORATION (f­360D P.�) was I WK _j,� MIK' A, I) MORWIN EMSEDMMT CW JAPDOW AMCHD" INTO PWREDGONCREFE SHALL at I r FOR pmo-wit MME W CON'TRACTORTO SE R1SP4WW 1`001ME SaXCW14, PlIFICAM AND IWAiAl" AcLUDIOG liFt S*TTT Or THIS PRODUCT IW/10, 2w/to. 3W/10, 4W/10. 0 PANELS BASED ON THIS PAO, POCNIVED DEVIATE F", THE CONDITIONS DETAILED ON THIS DOCOMM. r SW/10. 6W/11 7W/11 0 AND FIANWALTE P" AND 1 114- rQR Or TAP-1091P MCHORIS� _yp TW MCA 7W CONSTRUCTION SAFETY AT SITE --I* FiTiO. .188, 25- ANCHORSz FOR CONCRETE SM SCHEDULE ON SHICEIS 8 At A2) tAX-IN & SDUD-SET ANCHM SHALL IM EMBEDDED 1,4!- WrD THE POURED CWCRM No EAR 17— 1 _�_' 1I/4**-a3"SM — Fog voo SEE sEcnDNS ON SHEETS 10 A 11 XW_NF KID R415 PROULICT EVALUATION DOCUMENT WILL BE CONSIDERED ON" IF MOO[FIXI) 12 11r ca SWCOO SHALL 86 PSAITTS) IX 0-20 SCREWS USED SHALL BE 1 1/2' LONG W40AN SHOLP 0 SrUOGG tXIST. 1.40rt 6W wb* T—F-0 "10" To NO 7� MHAKIM MR WALLS WIT14 40 STUCCO AM MAY BE HMW SOREMS OR ALL TIRREADED SCXEWS W/O KAO� (d)SnSPM. ZOO` 1OW WT WITH IONG WITS. ENGINEER Of' I== (r_O%X;E PftIECT *ill WHO WILL K RESPONSIBLE FOR THIE OF RECORD. XIM AS A OFLEGAIED XNQNW TO THE PROM USE OF THE P.EX), t 2W IN CASE 1*1 PRECAR SFONE. PREr" CONCRETE PANELS, P*VERG, Sn= OR WOW BOARDS BE POUNV ON Twt PM ENGINEER, SHALL SUBMIT M THIS LAM THE SITE SPEO100 DRAWINGS FOR REVIE101, —Et i i I REGULAR STORM ?A ELS A ELU919N OWING WALL Oft nOOk ANCHORS SHALL W 4010 DOM 70 %W THEUNN "hXTtM WIND SUCH i WOW P*VL QVfflW L� I low L_ I NIT.S. P00a ANCiKIRACE SNA1.1, W AS MENTIONED 04 AA) AND N A,I). (0) 9=40. SHALL WAR, THE DATE AND ORION& Sm " SGRATURE OF M PMT590KAL 2,0W— I OF RECORD DW PRICROM IT. WALL ASN_ 7.060- KEY WASHEII i/4? A ANCHORS AS By I; T, *. OULOM we 14 94LRM MANUFACTILIRER'S LABEL SHALL BE LOCATED ON A WAILY YISSIX LOCATION AT STORM 1/4- CAP 1 RMM SHUT" IN A00ORDOICE WITH SECTION 17009.3 Or FLORIDA BUILDING CODE ONE LABEL (�) !r IRACK ANGLE 3a: *F* TUCK FLAT &M 2,6r -1 41 �K 7/s, CALK-W ANCHORS, AS MANWACT11010) W DEWALT Not- (". r�1500 px.�) SHALL BE PLACED FOR EVERY OPENING, LASELINS TO COMPLY WITH SECTION t`709.94 OF NE --0" VA" -1 WL14 -i I SET ANCHORS, AS DISTRIOUTEV BY ALL POW SCIREW, MIT * SPECIALTY CO, FLORIDA SMI)ING COM WVANIZED Cb. All.) ill P 10 AND PANEI.MATV PLUS ANCHORS, AS MMQWTILIRED BY Eu* COMMOTION HAII ONLY BE USED 10 WK sir law V ZQW� r i/ ow OF 0'. 0 io � AS MANUFACTURVO BY TFL-FAST CORPOFATMN 1R A� In 114-2071 olik"1101 I t. - T 0 0 SAI MINAILIM 040MENT Or TAPCON MCHM ELCO FAMIA1,11M AV CIF TAP-410P M0401 I CAI &r,, DE (Wgft Velocity H one Zonel) N HU BLOCK LINIT SHA.L BE I 1/4� FLORIDA BUILDINIG CODE fth Velocity IN carto Zan*) ING CODE fth Velocity "Lo . . , ^. 1 20 GAGE #ALVANIZED STEEL STORM Pau z L-9 T(a) .10�VP !k�;% I : wi, GAP 'T" FLORIDA BUILDING CO Mjs il goo THE .44 -am Wlm owa_ RIDABUILD Gone Zone), NICKEL 0.4 C"-at sajo-sEr ANCHORS SHALL BE EMSEDDED 1/9' WM THE CONCRETE BLOCK 11 111101,RtCD NO. 4 167 MITZI. UF 20 CAM 4ALVANIZED STEEL StORM PANEL Xnal, W. 20 "M GALVANIZED SnK STORM PAM F.P. OWN ft No 44 67 OWN ill, 4 0 $4414� BE D SHALL t 6~01% C%S% AND I' MINNUM FOR WAUS NO STI)CCO, fT1 LIE C 0 LOBAL PRMCTION PRODUCTS, U.C. KEX 11 lkI4 —, ur, PROIEC11ON PRODIUCTS, I.I.C. t,, SF&TIRI A cLOUL PROTECTION PRODUCTS, a. a. Al PAN IILIECO,NC. 4W,. 51 SUM ATE It 2'X7"XIX ll� 3MI4 of Ck ALTIOWWW. USE WRIC MA W10a 20-1176 20-176 JL �n a r.4% W IN S, . Jeli-A A-P—MR.— DAMI" ft: CA owif M. — M ft. CA_Owls AWATUME/Mlit ps 20-176 ALUMINUM ANGLE M10AW WASHER W/ A001110101. MW W "a 05"M ill. 4N.3101 A, T I �201`24 I vam A, 111.174- PX, FIA-9i 1 - __ - I RORMA Lk� I 3"M 3 IN 0 INSTA=ION DETAIU INT.0 EXISTING POLIEW CMDRM M`o`M EMMULAR QQNCREXE QR, Q N!Q81ETt EL& - & BLOCK UCT-URES mamoiclim 'r= WHOM OR welm a "mm 9) CONCRITE WPM M-61= 49 MM 9 11810,414 9) Nq­­"� 8"STING POURED COWCOM ANCHM (M $04"" &1 4 4 V*M a TWKAM 0) - ' ` - Vdpmlir tosilmo 00SIM 3 POURED `VW ITJ 4­1 Inle W- ix =Aw— W44 10 to 1 1 .11 1 2arm Poll E P. 12 *7 2 12 Iff im ELM CONCRICIE BLOM It l/r __J REQUIRED. "t j RE91ARED, ftol" 1 sm.v CIA commm AND" C.O.M L4J M=T�-j 1114 a. ANN` ry mmm SCHOM ON '. , SHIM a TWOJQN 10.m� %4WS a TIMM" sy CMUNQ AND &AR MOUNTING utm" out diff MOLIkum" Q, LO. - EDGE DISFANCE sm (SM SCHIEDLILE ON SHEETS 8 & 8) I I DINT sm. 1 2 Vr jWHOINUAN TOP & BOT" 1AWNTINGS CAN HE COMBINED IN ANY WAY TO SUIT ANY INSIALLAVOK 0 FLORIDA BUILDINIG CODE VW.I!Z Hu ZonO)l 02424 Wool, W, 20 11AM'GALVANIZED STEEL STORNI PANEL ?10- MAITIE 11LIECOspic" 011.0111AL PROTIMMON Pinticm U-C, COUNG ANP MOUNMING SEQTtDfL2A ... AL Ho &W. 5 isnC."'a naft"m QVff. M `3W Va 059mg-M 20-176 Sou V&-I. .41. � amm Tal , - DRIMM N.� SIM' 4 1129 DULES ON 49) SGUX 35t I A 9) A L-0-a rAZ-,AJ 6) --- if r. r. war "V, im=v ims SCALE, /Om) 41111 14 NN". W MOUNTING pop - EDG9,01STANCE (SEE SCIHEDULE ON ON@ SwErs a A 2) CAN BE SUIT AW CASF f 44167 Im STEEL STORIII PAM * Ej-- T Lys C-0 PRODUCTS, uwnelsw A, 91=0-24 Nam EWA"-no W twum"M OF — I!. IRIO , a. i aft ,__Qommm mom Snopon :1-r-) DIVE SCHEDIAE ON %M sum �Q B, - WX or Ir, 9OLT WWI; Mo E�L - ED" DISTANCE A fm COMBINAnm (SEE SCNEDUILE ON TOP & SCITTOM MoloNTINGS CAN BE SHEET 9) CONIBINED IN ANY WAY TO SUIT ANY I INSTALLATION. _11MAN ill om --malim FM WCRM a sg%�Owsgr MO WOOD SEE him. 7167, r (MAL WaR.Ap .4 *W wam AkLk 1. % WZ wo I' 44* L ir Va., I, MK I* W., of MR WOOD sm fION ELIEVA' 1/4' W #^ 004M -1 WHOLE VXLEY� ON Ma, Tr OR SECTION A,! -A I SCALE a/32-1441- Cn (D IF =3 C13 0 L_ C- CU 0 OL - 0 a) C/) M LU 2 Z Z SHEET NO. SH 1.0. WM ■ tue' ■ � r '.ae. WALE„ AND ELOOR MOUNTING INSTALLAVON FOR 311E 400, Fes« SPUT_PANELS *MW xp RYlD ; � -: L Ymi.., �. 1• � - oq. ,an t�m6 C� .. 1, , tfyy. wn t owfal6 ' �t�� � ,1y, 1r � t 3• r � i3 iY 7! S �7! 1 UK Or WALL�lirni f wro +' f• 1 IF1" --^;• ,2>1O4eoVr t^ Wi 3t`. 1%2• MIN, 6.D. `X vum aa�"x 1 Jr -al V91; , iw.'PoimAoofi am ' +" SxLe i r 0.4 N1b. T�\ gmow' �r F� Y 8 e+. `' DYT(i16A 4 Y I=Firm i�>y IIULIJON Sm4ro r e e) l4or. H4t31M1 --REIXNREP t�Un.. SRMr (Fc)• TI1� NfALN)H • 4 4'-6` Y' SEG71t3N 7 � �iE ����i. a�N`m NOTES WWONW$IL Ata/Ro OR 8C15OF3Wr (¢NEPWJTS1¢tUPteOt hPA6H0kT7#5DNoNOFTOGPPEMXK:. a 1aTTaa) IM MUM A.SD, DESIGN PRESS= RATING aQ AND GORROPON�ij11j� m"Imum PMEL IEM 1*1" SC LE (VALID ONLY Fmw a(A 61STieLAT1 m AS PER switow I Re61 10., ON SIIE2T3 4. S a 6) +.'Sp.PID wf iliY-2W* 3F M$ A.11110WOOSW # MOLVIOM OF. PAN¢.. SMING s II�rRiIl t� FOR �ESr I3� �"ANIEL5 f1 A iN3'I 1 ,TIDNS INTO WSTING CONCRETE NCRETE 9L1 'K cTRLIGTIIR£S NAUD' OILY FOR' PAANELSOa 9INSTALLATIONS AS PER SECTION 1 TIM 7. ON SHEETS 4 a 5)PWS" 10 Is ,B'�p. Nil. aaaP' �„10Ef�.' FLORIDA .BUILDING CODE NI Fr 1+a1 NueTfoone Zorla NO. 4167 x ZD GAGE GALVANIZED STEEL STOP PANELa rs. W�� ��GLOBAL PROTECTION PRODUCtSA LLC %.O(�p�s. 6itE xtatrLt� zx 20-1 �`'� 0� #, av�. n +M PNavF. C4ew)ee+-rsn. rAxs (roat)ea6-tJ4>' 78 Y'+ ��: !�i Ot^lYi. hsx�b4 Ji,-rat4 Yi st• OWAY�Nv. _ JNNii .E A+tCa64t)UfM`I6AIG t6N..1m Ai¢' t+,E r ww s 1NMAIYN A30.' IMl. 12NC11i (eFE�6} tr � OW�1ox R *abd -7ZA Y'-Y W t�5 tABDC1E0 1 tNW 9 k T zat• +563. -72-0 >7'-8' W Y-�8` 4aa 1 iNIBd.'IED 1 rrgti. S k 7 aS4.8. -iZO sSa" ro ,t•..2" Nii. -. 2 1J2' e .. +tad -+ea 12'-4" oR LESS a f/2` • �O� 0. e a 10 AM1�RNt Aa.¢- 16i6glad RIW+°PS Bl+s`a16 iCR Fd4-= ] 1J2• w I� - APXICAAE W (A36A1 Cr rpdP TAPcdi LW- Gait-rt rA�MFx[ EEiINJE 4 PAN¢aN7F Ri: SEG1Wi1S 1 k f ANIflIANI P/!R2 RAttxs (p+.lj 16 CCWLRkiE � W ODMMEIE Gg�E W CNKNEEIE W NRGRLIE � W 00lIW:IE 6cCo1�lE ANY# pM IAICIN S (n.) 6• N/A NIA N/A A• NfA ,. K/A e• +✓, - 6' - 5' N/A N/A r - s• ;• a• C e• , (eolmrn a''.. N/A- NJA WA 6` N/A e` WA C NJA I•\..sS N/A WA N/A n" WA 4^ N/A 5` N/A 2 eilLS, -,tA S' iy/A N%A' N(A 6• N/A g N/A 4` MIA ] !: a Lf1P3 iFffi BR ISS - 6" 8' WA N!A 6" it 6" '6`. a' 3" ] (88l,flYJ e':.... NJA. NJA WA 6' NIK 6` WA 6' NJA ? S' N/A - NJA S C 6' e` 6'.. a' A k x OforTaO WA NJA. i2 x/2' 6 1J4' x2 f/Y a H tJa` f.1JAw 6 Ila' a f/A' S (,CPiBIfF�MT.. 9EE Signs- ink 11 !Ep A/s21Glq iMs R 9PA{Y6 i6P WN Yam" C FRgE 61NWNG _ TiNRION SZawDNE AWUOi irlcr166. °fYCNO bt SPl66r6.3Tg76i fN/ 1iGR➢Y1E 1K ±;144tb� iNv! MI�NMW ®WICi1G gYG1W FAR-iAF±I 1WL'l'YAi ri'PE ANG1De4 ISLVD AIe31.E 111i t/4'r #J+•4 ,I<7e ljti •i fjaY ,AK6,i �s z�t.6.m etuaa� sia.to ON, A,r7OR SaAelle di) 3 3 a� s z ,/z s FA�►s RaniRN Yd: P.i 3 3 # ,h a Va..... t a ,/t DCpFLSfl imp 81G7011 3 1 - iAd. 1r1s-1tAL.tx1i�(v ur..1PLi�,gr rVIS 156m!d srt rmu''xj it CL Lin INTO .EXISTIN WOOD STR�CTU xJt` w.. ]/e ,nN6 a6A"1 ruasYlD w 1NSTALLABON : WAILS I= OR REGULAR PANELS Cif A zy'v-7Dw2 ss Ys. r e ,/a oc. 15 ro s w AAA 6 ,/4 5Q, INTO EX1 R9 MWO STRUCTURES I nyr s`1 ,_ .{ 1WI uri ; uP W 6•-6" ttmi. aw /zt-x6 •+, .-.-r_.'.. _.. 'tR'P�: � 0 Dli� � �iLLl�tsN611i8 - tirwn AlxA, ,tr ,we era,,: .. _ f r Y < „r°""- t ua i+Ar4 i a• 5a: , va aCgnt . M cs.' `""-~ '..,.-- .., AAi6 xum�YAii` e'-6• ua.. ,,,,�Ja r e i 1'-• s t J"«i w' �' r r y y AberAfs,CI Me tWWlw4W. r apt r..f r', +. `t f` erpf�M : 1/L Y M`4 '# •cp i?`.aa r,i` ( j �1I'S f m '.' I Vol 1, a7 m- L-- i _ LILLIL pg ty se sawWOOD Weak It �ioA° { rowan 1 3 1 1 DWALnom WALL MG KTINGTEjt11iT1YE 3W a 1 e i 1 ec ! ALSME {�E. 1 W ALTER � 2j1T SCALE 1/4•,. 1• grim. �•�" 2'Ya'aiffi.t4F5r 1 g - I j SEE 11CfEA AE ar a i ! „44 3: i4 NEAiIL ' 'amArti`°"1 'r1AAxa.r...: �-.....,.,.�... �. _.._..� •--t �. ; � 1 a16+h"a`Bac.. r 'Ffi' EO SCAM 1/4" • 1' 't 1 EO rrit luel N gm � _ � � I ' EO °' YIALL Moufffm INSILLIAU2111 -- ALVJKAW 1 aw lllSI fJgtlS - AITr'RI�A '6rr E¢ _.. 3 mf.:. ix -- - 4 �c tl "PI Tr t1.t ��7ERNATIyF.+ILI' (SECTION AT TOP IS WM(TED 10 +65,S-67A WAX, SC4M t/A" . t' A,S.D: DES" PRESSURE RATING} 1 1� ._.A EO r � ��•Lo rd ,a T � Rna6 Pua ILCAU Ile I• SCAM 1/4• - i• f 4 w. " sJe u6w " slsxa6i ;1 t a� .• 2 WOODnArz 7 a`w"aF 1 1 a' 1/4* t `° UP io s^_r WWn, 4 ;t 1r.. pfi3E oR 1114-16 PMIO.I/ATE rcr•Aa D CR �. L I eggy p _ NYR1.iWE mu5 • 12 11r 0. C. w"w I ,/"'a ttA ienlai Y OC. t `t `--, ,/z• aeFaCee:reiEmNLarl Ai. RNATIYE 3YY ALTERNATNE .iW # tYNt6"D 11I00 RPtY�.1[ M ! 2 rt PiA1E rj• • iwwm ar pm JJ.E 3J8.+f ` SCALE 3 ALL IA71Cf113 tJP W e•-9• U.- 64VJd�Eo ( /e-i- CONWWM A: 1�Wti4• ,k n�rt cta aBWl A"wiR OM S TRAtMS BQN,E.3/ ••1" SCALE 3/8>•1' Ej b8R a011NfiNiS c. 1iL(1NN1H I i16N •� 4Et:'riffN AM 1i A 71 t"tv SICAM i/4• - is 1.:INSCALLATIONS ARE ONLY VA13O FOR: BUILDINGS WITH A.S,D. DESIGN LOADS ��,. Q`.... •.?✓ 1. FNSTA ATTO ARE ONLY VALID FOR DUILDINOS wftfi A.S.O. DEN LOADS' •,'� y. UP TO +55.5, 72.D n et. AND PANEL'S LENGTH UP TO a -a , CEN . _ �T' 4? GENSP $ .. FLORIDA BUNGING CODE < Ni h Vaioctl Hurrlcone Zwm Fitt TO +55:5, -7ZO PSI` AND AN%S LENM UP TO 8 s . . �, b? FLQRiDA BUILDING CODE Ve(ocG 1TI S. FOR NEW WOOD FRNAE OONSTRL1C1i47N. WOOD MEMBERS: TO BE SOU1'FiE N'. $ x S m iap» 10 "m No; p,P. 2. FOR NEW WOOD FRAMC CONIMM710N::: HOOD MEICKIM TO BE SOLIiHERN ,= r 1{�y:.: S ' n a� m'rt�m art: PINE NM 2. W/ SPECIFIC GENS€i1T OF Q.JS OR EOVAL No, 41$7 s 20 GAM' GALVANIZED STEEL STORM PANEL ...�....��� - .6wAN et:... FINE NO. 2, W/ SPECIFIC [TENSITY OF' 055 OR EQUAL m i -�G. - e.k Z 20 SAGE 04VANM STM STM PAWL K=FOR COMRIMM 0F_sECTICNs: o ; ST AF �s GLOBAL PROTECTION PRODUCTS,. LLC. e` t4 FaR , 0°, si OF y GLOBAL PROTECTION PRODUCTS, Lb [Tic o ��;.i�- - �t t:e o EN=. F * Sp.� �51 SRRYx - - �' • {� i+•. ^ 4= Ew: 51 Sn= TOP dr BOTTOM MOUNTINGS fiJ+Ai 6E '•y4,� ... I RIt1 : e A/61PAM' 6MtE. rt. 33sf4 $ O`'• R COMBINED IN ANY WAY TO SUIF ANY i CC �1 - 20-17G. TOP do BOTTOM t1CUlt1RiG5 GAN BE ,A� k r ""� � ,405 YR lAr. K >m 'aineer. R 2Nr wIW2.t6atk6a-'LAM. ria: M1wyYi-6xY7 '3 Nr 71e. i, au s wwr iMas a ssw Nw� . , SS/n,Ri f�_1� kw.POpP,h m- .i $5I A a coil ,rr COiABR�O 1N ANY WAY Tp surr ANY -. •.., E ,...: tie6 ., _ -_ -- � _.. OwomE7E.�ANCxCIta, c (SEE eC �TLE 1�7 i _.-.-.I rotwm ' 1Y01D NVf O WAW 21 O C 7i - SI118.0 1E 9�O.G. 5,1R) !7_ !j t 4'ss,�IAUCptlgE (%EE DRi'. 9.✓✓14} ( e 14 1 }y � ( 0 0 CRMWALL LIM iCH[UIu ON-' Pf fr.F. A• rr A•�rr.: ri r rr .lrr i i <,rw-1� iM- �) SK" 14) PG1WxD CaRCREIE-^f Cann. NEA1IleC6 r.;-.t•�. r{ CCNCALrE.. ANCYIGM (aEt SCiImErr ,A) SHEEP 1 a ) YVAtI AND F1 t M IN'S1/�!FION SE cm i S 3J5' 1• -SLCTION 4 SCALE, 3/$w 1, i✓A1?"5 W'' aaaxyY 50 �+ 11� STIi1TieA IhmmixrlON , F, UFE SA M STORM PANEL CAN BE LOCAAEI) AS AN END PANEL.(F1RST OR LAST PANEL) OR IN LIFE�.SAFFETY FN4.S 0A INTERIOR PMAY OR MKY PANEL OTT BE 01STAALLEDD AD� ' 00REPBUtJ�4A.S. (W/ OR W/O REGULAR VACNS.) - - SSE SAi'ETY S PANEl C0N515TS OF DIN" 13ALVANWD STEEL STDRY PANEL AS PER ODIIPDNE1tT, . SANEF 2'or DRAWING. ALL¢WS. ITSELF TO RE REYOYED OR INSTALLED MOM THE INSIDE OF x11iu1ro .3 LIFE WETY RT WKS TOP 1T CK TO BE COMPONENT (D& SOTTOM IPAOK TO �101q`Tll BE COM AS PER SHEET 2 OF THIS ORAw64O. LNli1PONEHT Y-BE RISTAt1EO WALL OR FLOOR MOUNTED FOLIDWM SELTIM I a +� ••• 2 ON TTnS . AS WEti AS OETAus t a 2 ON SHEET i4: _ �4J �i+F•N'� A WI. U30TN FOR COMPONr 6 IS". , moxANCHOR a 7 SHEET 1i�.(DANCHORWE AT BOTTIOY IS OM ONSONEDULM CO1dPf)NENT (j MAY BE PERNIVEEi/1" OR REWWAMY- a *..qq., A 3< SEE PETALS FOR INSTALLATION INTO WOOD FRAME BUILDn16$ ON SHEET 15: 8. SpACE ` MATRACXS I YNSTAL FN ANO 8OMNO SNECESSITY Tt7 O o amm � ANitl 1N/0 REOU m TRACKS a O SECTION 9"-9 SCALE 3/32°-1'. $3 rI"'^ ALTt3ttY1E STUDS O lu 1J2` O C �L! HOW 6/8` ran. (i L9E 4 r ILO,.=6) m I IN I b4A1:OR !�3 SPACING "._,3`•� DETAIL 9 • FLOOR i�4?�.I'1310 INSTAION (, MCCA,IL TO '�`HEDUi� �1 WIL- 3116' - 141A, MAXIMUM A.S. I l .PR IIBRAT NO (Zo.f.). AND CORFIE�P MAXIMUM PANEL LENGTH V mI�I u AAPPIG'"W&Y re sE Ns I ¢ a sic- *, IN LIM 9EElY''iIM PAWL MEW an SWM Y31. > •<n upmk OF 1M-6RP Clu-6t R wwn m" 0 pfflelE KAe t to On= i iA,dtllilse Pt!!Fi Wsearcm o w70>AEIE eoxeRerE W moo, � To ro OFCONS ul uT1e71 � ye ) 6' NA NA NA 8' NA fi' A- 5" NA Ia2 J / f NJ / (rOP) 55.6. -710 ..6" 7' 9' r _ r 1" 1" 1" 1• 1 (BOTTWS) W-W OR Lm ;.6 N/A N/A N/A 5' N/A 8' WA 8" N/A I a 2 001 +$5D •-72.0 1" $' 0' 7 1 f2" $' 1' g` S' t (BOTTOM) 5"-O` TO r-6' .b° NjA N/R NfA 6"� WA 1^ NJA: 6' xfA 1 !k z'('tOP) ...,..8• I (WITTOMM) 0.S.i9. , SsAO a EJrNn. 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AM" VA04 - a a 3 a R IAt tmEAa,Awtra TAn) 3 3 3 3 3 6.e Nw Yid (W 3 # a ,/2 3 ,/A...'. 4 Mft m DINE MCTPR .. .IQ ,;• tm 7m - im ; 3 31 - rm - im MAXIM! M A.S.11. DESIGN PR _RATIHrA �teie NO98R Q MAXIMUM ANCHOR $P LNG IHEDUJ L EQ11 A IUtt STQgM PANELS itj TALI AT{ON5 I= EXI LNG �C,,O`�NCRIM & CONCRETE BLQ+11(C STRUCTURES (VALID ONLY FOR PANELStt./r QW51AL INSTALLATIONS AS PER SECTIONS 1 THOU 10. ON SNEiTS 4, 5 A 8) am 1i101Nn �R a .. ��tFylt•"'s7 FLORIDA WILDING CODE NTOh Yeleo Nu Carlo Zone r NO, 4187 = coo '" ce. W_ 20 GAGE GALVANIZED STEEL STORM PANEL WA a: s. •, �. * t"`s s'* _ "'9 rrar,rAr"w oU6A/sbas _ PROTECTION PRODUCTS, LLC. pAm d. tt. tr O IN6. .� t 6 � � : . I emar iT) F � ra. , aaT 9 � ')'$J//• .A ,,.. runpp, 1r a°,, . rL s,r. Pfw,iE c66r-?a+a FA-t: (6a+)wa6-aTe) 2G-t 7G - -�/t M L {'• : tar. { lmV+69.N1p .. . t:e0.:. -Prat 1Ig11N £ 54A(J3XMMWP6/W1E. rt��d 6 a* r".t °a' _ w. flgnriq We. IYitl1ARt 1LOaArtl Alb Stk,� i8R Ed, : 3 f/2' "' - ABD. 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N/A NJA N/A fi" N/A 8' N/A $' NjA N/A NfA 7 (TOP) 6" 4" N/A NIA fi• 5` B' 5' $" fi' NJA N/A 4 A 7 (BOROM) WA N/A 12 1/Y 8 1f4' 12 iJ2' $ 1f4" H 1/4` 6 I/C B ij'1" 6 1/4" N/A N/A 5 (roPJentrt>v1j -50.0, -53,a NJA N/A 12 1/Y B T/4" i2 1/2` � fja 6 tJ4' 8 i/A' 6 ijA' 8 }fA' N/A NJA 6 (iQP/80TTOAi) '-fi" TO S1'-2' '$50. -72:0 N/A NfA 5 1/4' NIA 6 tJ4" N/A 6 Ile 8 tj4' 8 i/4` S 1J4" N/A N/A 8 {TOP/BOTTOM) '-8'TO 11•-2' N/A NIA _ N/A N/A N/A N/A- NJA N/A 6 1/4` S tf4' S if4• 5 i/4' 8. 9. 10 (POP) _,{8:0 L LI/A.' <" NJA N/A N/A N/A N/A N/A $' 6' B 1/4' 6 L/4" fi (fimTDY) OR LESS OR 1:fSS 4" N/A. .NJA NJA fifA .NJA. N/A 6' NJA.. .NjA.. NJA : NJA NjA N/A. N/A 6 )J4" fi I/4` $ If4' $ 1/4" to (BOTTOM) SCE SFRiTS 10. t1 ANB Al rOd4 NiGianS'IVP€ k ]PttANA Fl�� 6rt0 wood FTWxE . MN6WM ItICNOR >iPM]Nfi3 INTO IMpL6oN 1LBE DtSTArArd ARE A'DICATED ON INS SCHEDULE ffbl [D. tffi TI4Ni INCItMED OI/ 501RLIXE RE�rTZ NIDNOT SPPC66+ et rAll:Tfpi.'RIIO 9PAC6ID Sfio4M ON St61�U1E fir: ntE :tRA¢erao FACTORS. Pae �i Ta � POSSE. RmuCW SPAC676 06tAAQ0 FACTOR ".A14LL NOT 5E LEt➢6 11VAN 1gA11UAf SPACan'. POR FACN HICM011 TYPE At ANC11a15 LED1@. ANfaQY TA[ 1/A� .'.,J41 - 1J41 tJsi 1J4'a 1J0.. va-aP O' wuu-6r snAr.n IIb,. A6CN64 6AACM6 Qn,) «egrasn.a oP"aw 1e.3 9 3 s a s aa/x 1.0.Ab1 C"eaA flh,k OU a 3 3.1J2. s Vl 4 ACION. FS DOE OIIDMO� FA-C7011 yi. 4a6 fA6 - 1m as - a,..• 7.W - Im ,.10 iat, glum. mu"Am SOME 3f6�1" )iL A. lNSTALLAMONS FOR ALTERNATNES 811 SW A TOW ONLY VALID FOR SUNOWSS WITH AS;O, DESIGN LOADS UP TO. +43.8, -48.0 P•e.1. AND PANWS LENOTH UP TO 12•-4"' 2, FOR. NEW WOOD FRAME CONSTRUCIIOW. WOOD MEMSM TO BE SOUTHERN TOP d 90TTOL1 MOUNTINGS CAN 9E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION "ED BID EOF SEE sclem" ED A .t ° .1 4 ^.:.. 1 c c .t• .: e',. x ;i �. fx i , zx .11 ..,' i -1 I.+.a CL DE7A1���F.#�j� OPTION � L FOR {�,E SAFETY STORM PANEL SYSTEM i/4f xAC i S ¢�. wf �O E,�i^�j�{G 11YOQD STI2Ui`TURES F.�, � 1CAi7FR t16 1 I r4pq66Cp wal�ir aCYBn' s1+�•i ,2 1/T• P.C. At!'EIitNATiVE i �,I11C ttN 'T V# E 2 1 iJe'Nh , tR' YACpu$: o t�.)I/,�N• I ,110)i 11 t oa � dd m t " EAR e ( z At �4 pp�O t AE41HRbr� ` 1 ALTERt�'ATIW� ' i . ' 1/+9n.Y8/S unrD eRa� e/ 14•�- PMEIIAUE rENNE � 6N AI---TEEtyTIVI� �y.QQD FRAME CQNDII`IO�, ANCHOR Q ATG 1O�IS PF�KRtlii114rli ro " 1 ' 6cG0 SC1Te a/e" . i• P1AR NOTE - SMI'R[R TAAfJif NW saoYr+ Pqe CO6g11` WALL MOOMAN UNTING TIVJ<. LION p 71tt/T� weE: a/e• • 1• NSF'':: FWRIDA BLHLDING CODE NI Yitoa Nurr)a¢ne Zone ND• _ omta nttoo.,Ap 20 GAf� GALVANIZED STEEL STORM PANFI '�, . 1.6PS1AL1A11DN4 ATdL ¢NlY IA4,O 1NNDNU4 wml Ado. oEytNl L¢A46 w m' m/26/26z6 4555. =72:C Aai PAr+Ea's tfdlalN ¢P 1D 6'-e'. y��j`• , FL R1Q. ' - -_ � , :- AL. PROTECTION PRODUCTS, U.C. A, as NLw xzoD F'RANE 1SRA81RYgTCN wood Ma1leFK5 ,¢ dE SOUPe3nA 'A4, fiF$'• • i t,.� 0-1 Nr• SaL TR oYa PpJE Ni. 1a wJ SPf%S'IC RE1FaA1' OF 035 CR EOUM. H a'ij • p1. ��at`p k A�I t• fir. P..as7,4 �AlrftflTR tt1p'Au +� � !)iW f11�1 aiea r 1#o8r� . rA1s: t6sc)Ne6-tw:r' 20-17@. o :Ra r 4aiU A7r-+Nn r r Ra: R.E. aPrufslwlgWp'E wAt aA-o�rrr�.. re ,�, a - eicEr ra Cr to N L V C N �- Q O Q L Q a z z w Jrz C t9 C.B N r/a CO 69 ;a c e9CL (D U O U v W Q = Z Z Q J f1 SHEET N0. SH 1.1, V91; , iw.'PoimAoofi am ' +" SxLe i r 0.4 N1b. T�\ gmow' �r F� Y 8 e+. `' DYT(i16A 4 Y I=Firm i�>y IIULIJON Sm4ro r e e) l4or. H4t31M1 --REIXNREP t�Un.. SRMr (Fc)• TI1� NfALN)H • 4 4'-6` Y' SEG71t3N 7 � �iE ����i. a�N`m NOTES WWONW$IL Ata/Ro OR 8C15OF3Wr (¢NEPWJTS1¢tUPteOt hPA6H0kT7#5DNoNOFTOGPPEMXK:. a 1aTTaa) IM MUM A.SD, DESIGN PRESS= RATING aQ AND GORROPON�ij11j� m"Imum PMEL IEM 1*1" SC LE (VALID ONLY Fmw a(A 61STieLAT1 m AS PER switow I Re61 10., ON SIIE2T3 4. S a 6) +.'Sp.PID wf iliY-2W* 3F M$ A.11110WOOSW # MOLVIOM OF. PAN¢.. SMING s II�rRiIl t� FOR �ESr I3� �"ANIEL5 f1 A iN3'I 1 ,TIDNS INTO WSTING CONCRETE NCRETE 9L1 'K cTRLIGTIIR£S NAUD' OILY FOR' PAANELSOa 9INSTALLATIONS AS PER SECTION 1 TIM 7. ON SHEETS 4 a 5)PWS" 10 Is ,B'�p. Nil. aaaP' �„10Ef�.' FLORIDA .BUILDING CODE NI Fr 1+a1 NueTfoone Zorla NO. 4167 x ZD GAGE GALVANIZED STEEL STOP PANELa rs. W�� ��GLOBAL PROTECTION PRODUCtSA LLC %.O(�p�s. 6itE xtatrLt� zx 20-1 �`'� 0� #, av�. n +M PNavF. C4ew)ee+-rsn. rAxs (roat)ea6-tJ4>' 78 Y'+ ��: !�i Ot^lYi. hsx�b4 Ji,-rat4 Yi st• OWAY�Nv. _ JNNii .E A+tCa64t)UfM`I6AIG t6N..1m Ai¢' t+,E r ww s 1NMAIYN A30.' IMl. 12NC11i (eFE�6} tr � OW�1ox R *abd -7ZA Y'-Y W t�5 tABDC1E0 1 tNW 9 k T zat• +563. -72-0 >7'-8' W Y-�8` 4aa 1 iNIBd.'IED 1 rrgti. S k 7 aS4.8. -iZO sSa" ro ,t•..2" Nii. -. 2 1J2' e .. +tad -+ea 12'-4" oR LESS a f/2` • �O� 0. e a 10 AM1�RNt Aa.¢- 16i6glad RIW+°PS Bl+s`a16 iCR Fd4-= ] 1J2• w I� - APXICAAE W (A36A1 Cr rpdP TAPcdi LW- Gait-rt rA�MFx[ EEiINJE 4 PAN¢aN7F Ri: SEG1Wi1S 1 k f ANIflIANI P/!R2 RAttxs (p+.lj 16 CCWLRkiE � W ODMMEIE Gg�E W CNKNEEIE W NRGRLIE � W 00lIW:IE 6cCo1�lE ANY# pM IAICIN S (n.) 6• N/A NIA N/A A• NfA ,. K/A e• +✓, - 6' - 5' N/A N/A r - s• ;• a• C e• , (eolmrn a''.. N/A- NJA WA 6` N/A e` WA C NJA I•\..sS N/A WA N/A n" WA 4^ N/A 5` N/A 2 eilLS, -,tA S' iy/A N%A' N(A 6• N/A g N/A 4` MIA ] !: a Lf1P3 iFffi BR ISS - 6" 8' WA N!A 6" it 6" '6`. a' 3" ] (88l,flYJ e':.... NJA. NJA WA 6' NIK 6` WA 6' NJA ? S' N/A - NJA S C 6' e` 6'.. a' A k x OforTaO WA NJA. i2 x/2' 6 1J4' x2 f/Y a H tJa` f.1JAw 6 Ila' a f/A' S (,CPiBIfF�MT.. 9EE Signs- ink 11 !Ep A/s21Glq iMs R 9PA{Y6 i6P WN Yam" C FRgE 61NWNG _ TiNRION SZawDNE AWUOi irlcr166. °fYCNO bt SPl66r6.3Tg76i fN/ 1iGR➢Y1E 1K ±;144tb� iNv! MI�NMW ®WICi1G gYG1W FAR-iAF±I 1WL'l'YAi ri'PE ANG1De4 ISLVD AIe31.E 111i t/4'r #J+•4 ,I<7e ljti •i fjaY ,AK6,i �s z�t.6.m etuaa� sia.to ON, A,r7OR SaAelle di) 3 3 a� s z ,/z s FA�►s RaniRN Yd: P.i 3 3 # ,h a Va..... t a ,/t DCpFLSfl imp 81G7011 3 1 - iAd. 1r1s-1tAL.tx1i�(v ur..1PLi�,gr rVIS 156m!d srt rmu''xj it CL Lin INTO .EXISTIN WOOD STR�CTU xJt` w.. ]/e ,nN6 a6A"1 ruasYlD w 1NSTALLABON : WAILS I= OR REGULAR PANELS Cif A zy'v-7Dw2 ss Ys. r e ,/a oc. 15 ro s w AAA 6 ,/4 5Q, INTO EX1 R9 MWO STRUCTURES I nyr s`1 ,_ .{ 1WI uri ; uP W 6•-6" ttmi. aw /zt-x6 •+, .-.-r_.'.. _.. 'tR'P�: � 0 Dli� � �iLLl�tsN611i8 - tirwn AlxA, ,tr ,we era,,: .. _ f r Y < „r°""- t ua i+Ar4 i a• 5a: , va aCgnt . M cs.' `""-~ '..,.-- .., AAi6 xum�YAii` e'-6• ua.. ,,,,�Ja r e i 1'-• s t J"«i w' �' r r y y AberAfs,CI Me tWWlw4W. r apt r..f r', +. `t f` erpf�M : 1/L Y M`4 '# •cp i?`.aa r,i` ( j �1I'S f m '.' I Vol 1, a7 m- L-- i _ LILLIL pg ty se sawWOOD Weak It �ioA° { rowan 1 3 1 1 DWALnom WALL MG KTINGTEjt11iT1YE 3W a 1 e i 1 ec ! ALSME {�E. 1 W ALTER � 2j1T SCALE 1/4•,. 1• grim. �•�" 2'Ya'aiffi.t4F5r 1 g - I j SEE 11CfEA AE ar a i ! „44 3: i4 NEAiIL ' 'amArti`°"1 'r1AAxa.r...: �-.....,.,.�... �. _.._..� •--t �. ; � 1 a16+h"a`Bac.. r 'Ffi' EO SCAM 1/4" • 1' 't 1 EO rrit luel N gm � _ � � I ' EO °' YIALL Moufffm INSILLIAU2111 -- ALVJKAW 1 aw lllSI fJgtlS - AITr'RI�A '6rr E¢ _.. 3 mf.:. ix -- - 4 �c tl "PI Tr t1.t ��7ERNATIyF.+ILI' (SECTION AT TOP IS WM(TED 10 +65,S-67A WAX, SC4M t/A" . t' A,S.D: DES" PRESSURE RATING} 1 1� ._.A EO r � ��•Lo rd ,a T � Rna6 Pua ILCAU Ile I• SCAM 1/4• - i• f 4 w. " sJe u6w " slsxa6i ;1 t a� .• 2 WOODnArz 7 a`w"aF 1 1 a' 1/4* t `° UP io s^_r WWn, 4 ;t 1r.. pfi3E oR 1114-16 PMIO.I/ATE rcr•Aa D CR �. L I eggy p _ NYR1.iWE mu5 • 12 11r 0. C. w"w I ,/"'a ttA ienlai Y OC. t `t `--, ,/z• aeFaCee:reiEmNLarl Ai. RNATIYE 3YY ALTERNATNE .iW # tYNt6"D 11I00 RPtY�.1[ M ! 2 rt PiA1E rj• • iwwm ar pm JJ.E 3J8.+f ` SCALE 3 ALL IA71Cf113 tJP W e•-9• U.- 64VJd�Eo ( /e-i- CONWWM A: 1�Wti4• ,k n�rt cta aBWl A"wiR OM S TRAtMS BQN,E.3/ ••1" SCALE 3/8>•1' Ej b8R a011NfiNiS c. 1iL(1NN1H I i16N •� 4Et:'riffN AM 1i A 71 t"tv SICAM i/4• - is 1.:INSCALLATIONS ARE ONLY VA13O FOR: BUILDINGS WITH A.S,D. DESIGN LOADS ��,. Q`.... •.?✓ 1. FNSTA ATTO ARE ONLY VALID FOR DUILDINOS wftfi A.S.O. DEN LOADS' •,'� y. UP TO +55.5, 72.D n et. AND PANEL'S LENGTH UP TO a -a , CEN . _ �T' 4? GENSP $ .. FLORIDA BUNGING CODE < Ni h Vaioctl Hurrlcone Zwm Fitt TO +55:5, -7ZO PSI` AND AN%S LENM UP TO 8 s . . �, b? FLQRiDA BUILDING CODE Ve(ocG 1TI S. FOR NEW WOOD FRNAE OONSTRL1C1i47N. WOOD MEMBERS: TO BE SOU1'FiE N'. $ x S m iap» 10 "m No; p,P. 2. FOR NEW WOOD FRAMC CONIMM710N::: HOOD MEICKIM TO BE SOLIiHERN ,= r 1{�y:.: S ' n a� m'rt�m art: PINE NM 2. 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OwomE7E.�ANCxCIta, c (SEE eC �TLE 1�7 i _.-.-.I rotwm ' 1Y01D NVf O WAW 21 O C 7i - SI118.0 1E 9�O.G. 5,1R) !7_ !j t 4'ss,�IAUCptlgE (%EE DRi'. 9.✓✓14} ( e 14 1 }y � ( 0 0 CRMWALL LIM iCH[UIu ON-' Pf fr.F. A• rr A•�rr.: ri r rr .lrr i i <,rw-1� iM- �) SK" 14) PG1WxD CaRCREIE-^f Cann. NEA1IleC6 r.;-.t•�. r{ CCNCALrE.. ANCYIGM (aEt SCiImErr ,A) SHEEP 1 a ) YVAtI AND F1 t M IN'S1/�!FION SE cm i S 3J5' 1• -SLCTION 4 SCALE, 3/$w 1, i✓A1?"5 W'' aaaxyY 50 �+ 11� STIi1TieA IhmmixrlON , F, UFE SA M STORM PANEL CAN BE LOCAAEI) AS AN END PANEL.(F1RST OR LAST PANEL) OR IN LIFE�.SAFFETY FN4.S 0A INTERIOR PMAY OR MKY PANEL OTT BE 01STAALLEDD AD� ' 00REPBUtJ�4A.S. (W/ OR W/O REGULAR VACNS.) - - SSE SAi'ETY S PANEl C0N515TS OF DIN" 13ALVANWD STEEL STDRY PANEL AS PER ODIIPDNE1tT, . SANEF 2'or DRAWING. ALL¢WS. ITSELF TO RE REYOYED OR INSTALLED MOM THE INSIDE OF x11iu1ro .3 LIFE WETY RT WKS TOP 1T CK TO BE COMPONENT (D& SOTTOM IPAOK TO �101q`Tll BE COM AS PER SHEET 2 OF THIS ORAw64O. LNli1PONEHT Y-BE RISTAt1EO WALL OR FLOOR MOUNTED FOLIDWM SELTIM I a +� ••• 2 ON TTnS . AS WEti AS OETAus t a 2 ON SHEET i4: _ �4J �i+F•N'� A WI. U30TN FOR COMPONr 6 IS". , moxANCHOR a 7 SHEET 1i�.(DANCHORWE AT BOTTIOY IS OM ONSONEDULM CO1dPf)NENT (j MAY BE PERNIVEEi/1" OR REWWAMY- a *..qq., A 3< SEE PETALS FOR INSTALLATION INTO WOOD FRAME BUILDn16$ ON SHEET 15: 8. SpACE ` MATRACXS I YNSTAL FN ANO 8OMNO SNECESSITY Tt7 O o amm � ANitl 1N/0 REOU m TRACKS a O SECTION 9"-9 SCALE 3/32°-1'. $3 rI"'^ ALTt3ttY1E STUDS O lu 1J2` O C �L! HOW 6/8` ran. (i L9E 4 r ILO,.=6) m I IN I b4A1:OR !�3 SPACING "._,3`•� DETAIL 9 • FLOOR i�4?�.I'1310 INSTAION (, MCCA,IL TO '�`HEDUi� �1 WIL- 3116' - 141A, MAXIMUM A.S. I l .PR IIBRAT NO (Zo.f.). AND CORFIE�P MAXIMUM PANEL LENGTH V mI�I u AAPPIG'"W&Y re sE Ns I ¢ a sic- *, IN LIM 9EElY''iIM PAWL MEW an SWM Y31. > •<n upmk OF 1M-6RP Clu-6t R wwn m" 0 pfflelE KAe t to On= i iA,dtllilse Pt!!Fi Wsearcm o w70>AEIE eoxeRerE W moo, � To ro OFCONS ul uT1e71 � ye ) 6' NA NA NA 8' NA fi' A- 5" NA Ia2 J / f NJ / (rOP) 55.6. -710 ..6" 7' 9' r _ r 1" 1" 1" 1• 1 (BOTTWS) W-W OR Lm ;.6 N/A N/A N/A 5' N/A 8' WA 8" N/A I a 2 001 +$5D •-72.0 1" $' 0' 7 1 f2" $' 1' g` S' t (BOTTOM) 5"-O` TO r-6' .b° NjA N/R NfA 6"� WA 1^ NJA: 6' xfA 1 !k z'('tOP) ...,..8• I (WITTOMM) 0.S.i9. , SsAO a EJrNn. FWIi tl1P OtM1YE) Vol (SRO a i.1a nm6 taA 9g At7 a- YA1CY11Y PAN LERM 1' (ft +48.2 --61A - 3•. 3• 4 1 2 - 4 1J2" 2 (BOTTOM) r-5` OR LASS +52.0 --am ' 8' }" # `• + 2 (R mm) r-8" OR LESS'. +56D -710 2 1/2' 2 I/2` 4 ) 3 1/2• 2 (soTmW r-5" OR LESS +STD -72.D. 2 1/2' 2 I/2" tt/A ' NJA 2 (BOTTOM) 7'-B` TO S'-•O" ,h55A -72.0: N/A N/A 9` ( .3• - 2 (BUTTOIM Y-T)' 7O 8'�6' il'eeaA, AAA 0O110N Lis DILL[ ,CIYM 1elA.at YWRCPI! rW11 rRR�1a1WAY° � m aAW eerelll°N 14e.0. -Tle S-e` 2 3/tl ull6tl® SEE>oW i6 Fm NICHM rft a smw Im IWEVAtli0/IS Mro woaf nt" IRmm& IIMWa ARt:HO6 ePACm NA.6"40 am fA mm A� Nn,40Ee CN Rai aGrD7NF. ECN LP. iAlY 11MNtt10iGREG ON SCArEWaE ftEBLiG`f ANCl6Nt SPSY.YAa HY tAA1aKY6q ePAC6dG SbICNN 6N SCIRCUIL M 61E fIXLCNYl6 FACfpB. rCA t116 OPERATION W eS P059B1L. AtDIIQA 3PA�ICC -` E6 IISNG FACRXt SINLL NOT 9E Ltl4 niAPi Ww1"Rt SAMSNC iIp1CA1Ed P6R NiCir ANCNBR 7YFE K leXalOR9 LEGEra6. J6I4A101! m t/M i/et, 1 _ 1 A•• ,/44 maw OF �Mn. AM" VA04 - a a 3 a R IAt tmEAa,Awtra TAn) 3 3 3 3 3 6.e Nw Yid (W 3 # a ,/2 3 ,/A...'. 4 Mft m DINE MCTPR .. .IQ ,;• tm 7m - im ; 3 31 - rm - im MAXIM! M A.S.11. DESIGN PR _RATIHrA �teie NO98R Q MAXIMUM ANCHOR $P LNG IHEDUJ L EQ11 A IUtt STQgM PANELS itj TALI AT{ON5 I= EXI LNG �C,,O`�NCRIM & CONCRETE BLQ+11(C STRUCTURES (VALID ONLY FOR PANELStt./r QW51AL INSTALLATIONS AS PER SECTIONS 1 THOU 10. ON SNEiTS 4, 5 A 8) am 1i101Nn �R a .. ��tFylt•"'s7 FLORIDA WILDING CODE NTOh Yeleo Nu Carlo Zone r NO, 4187 = coo '" ce. W_ 20 GAGE GALVANIZED STEEL STORM PANEL WA a: s. •, �. * t"`s s'* _ "'9 rrar,rAr"w oU6A/sbas _ PROTECTION PRODUCTS, LLC. pAm d. tt. tr O IN6. .� t 6 � � : . I emar iT) F � ra. , aaT 9 � ')'$J//• .A ,,.. runpp, 1r a°,, . rL s,r. Pfw,iE c66r-?a+a FA-t: (6a+)wa6-aTe) 2G-t 7G - -�/t M L {'• : tar. { lmV+69.N1p .. . t:e0.:. -Prat 1Ig11N £ 54A(J3XMMWP6/W1E. rt��d 6 a* r".t °a' _ w. flgnriq We. IYitl1ARt 1LOaArtl Alb Stk,� i8R Ed, : 3 f/2' "' - ABD. OtiSICAt 91PCCN # tAP-CRP CtlX-iN i'N1Et3MTE FFY14E ID PAN6�WiE 0.$B. S(31A: 9EF API+UOiBE'm � - SlxtgAt3 / k xIN6NUN PA5'EY: ixNDMC m m m W TC ro ANY CONwA,nuA LOILIH t` in.) far m CO1rA'ETE W edKRErE m Ca�nLrE t ra sr�NacrE o W roNe1¢rE a Fro etc: aF 1iw fi NIA N/A N/A 8' NIA 6' 14/A e` N/A N/A NIA 1 (TOP) $" 4" N/A N/A 8" 6' 6" fi" ;S' 8' N%A NIA 1 (Bc)TTON) B" N/A N/A N/A $" NjA 8` N/A 6' NfA N/A NJA. 2 (TOP) 6' N/A 9N/A N/A B• N/A "5" N/A 5' N/A WA NjA 2 (BOTTQMI 55.6. �2.0 $' N/A N/A N/A $• N/A 6' N/A 5" N/A WA N/A 3 A 4 (TOP) :S7"�S't0, 8'-�" / NjA N/A 3 (HO710Y) '. N/A NJA N/A fi" N/A 8' N/A $' NjA N/A NfA 7 (TOP) 6" 4" N/A NIA fi• 5` B' 5' $" fi' NJA N/A 4 A 7 (BOROM) WA N/A 12 1/Y 8 1f4' 12 iJ2' $ 1f4" H 1/4` 6 I/C B ij'1" 6 1/4" N/A N/A 5 (roPJentrt>v1j -50.0, -53,a NJA N/A 12 1/Y B T/4" i2 1/2` � fja 6 tJ4' 8 i/A' 6 ijA' 8 }fA' N/A NJA 6 (iQP/80TTOAi) '-fi" TO S1'-2' '$50. -72:0 N/A NfA 5 1/4' NIA 6 tJ4" N/A 6 Ile 8 tj4' 8 i/4` S 1J4" N/A N/A 8 {TOP/BOTTOM) '-8'TO 11•-2' N/A NIA _ N/A N/A N/A N/A- NJA N/A 6 1/4` S tf4' S if4• 5 i/4' 8. 9. 10 (POP) _,{8:0 L LI/A.' <" NJA N/A N/A N/A N/A N/A $' 6' B 1/4' 6 L/4" fi (fimTDY) OR LESS OR 1:fSS 4" N/A. .NJA NJA fifA .NJA. N/A 6' NJA.. .NjA.. NJA : NJA NjA N/A. N/A 6 )J4" fi I/4` $ If4' $ 1/4" to (BOTTOM) SCE SFRiTS 10. t1 ANB Al rOd4 NiGianS'IVP€ k ]PttANA Fl�� 6rt0 wood FTWxE . MN6WM ItICNOR >iPM]Nfi3 INTO IMpL6oN 1LBE DtSTArArd ARE A'DICATED ON INS SCHEDULE ffbl [D. tffi TI4Ni INCItMED OI/ 501RLIXE RE�rTZ NIDNOT SPPC66+ et rAll:Tfpi.'RIIO 9PAC6ID Sfio4M ON St61�U1E fir: ntE :tRA¢erao FACTORS. Pae �i Ta � POSSE. RmuCW SPAC676 06tAAQ0 FACTOR ".A14LL NOT 5E LEt➢6 11VAN 1gA11UAf SPACan'. POR FACN HICM011 TYPE At ANC11a15 LED1@. ANfaQY TA[ 1/A� .'.,J41 - 1J41 tJsi 1J4'a 1J0.. va-aP O' wuu-6r snAr.n IIb,. A6CN64 6AACM6 Qn,) «egrasn.a oP"aw 1e.3 9 3 s a s aa/x 1.0.Ab1 C"eaA flh,k OU a 3 3.1J2. s Vl 4 ACION. FS DOE OIIDMO� FA-C7011 yi. 4a6 fA6 - 1m as - a,..• 7.W - Im ,.10 iat, glum. mu"Am SOME 3f6�1" )iL A. lNSTALLAMONS FOR ALTERNATNES 811 SW A TOW ONLY VALID FOR SUNOWSS WITH AS;O, DESIGN LOADS UP TO. +43.8, -48.0 P•e.1. AND PANWS LENOTH UP TO 12•-4"' 2, FOR. NEW WOOD FRAME CONSTRUCIIOW. WOOD MEMSM TO BE SOUTHERN TOP d 90TTOL1 MOUNTINGS CAN 9E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION "ED BID EOF SEE sclem" ED A .t ° .1 4 ^.:.. 1 c c .t• .: e',. x ;i �. fx i , zx .11 ..,' i -1 I.+.a CL DE7A1���F.#�j� OPTION � L FOR {�,E SAFETY STORM PANEL SYSTEM i/4f xAC i S ¢�. wf �O E,�i^�j�{G 11YOQD STI2Ui`TURES F.�, � 1CAi7FR t16 1 I r4pq66Cp wal�ir aCYBn' s1+�•i ,2 1/T• P.C. 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M cs.' `""-~ '..,.-- .., AAi6 xum�YAii` e'-6• ua.. ,,,,�Ja r e i 1'-• s t J"«i w' �' r r y y AberAfs,CI Me tWWlw4W. r apt r..f r', +. `t f` erpf�M : 1/L Y M`4 '# •cp i?`.aa r,i` ( j �1I'S f m '.' I Vol 1, a7 m- L-- i _ LILLIL pg ty se sawWOOD Weak It �ioA° { rowan 1 3 1 1 DWALnom WALL MG KTINGTEjt11iT1YE 3W a 1 e i 1 ec ! ALSME {�E. 1 W ALTER � 2j1T SCALE 1/4•,. 1• grim. �•�" 2'Ya'aiffi.t4F5r 1 g - I j SEE 11CfEA AE ar a i ! „44 3: i4 NEAiIL ' 'amArti`°"1 'r1AAxa.r...: �-.....,.,.�... �. _.._..� •--t �. ; � 1 a16+h"a`Bac.. r 'Ffi' EO SCAM 1/4" • 1' 't 1 EO rrit luel N gm � _ � � I ' EO °' YIALL Moufffm INSILLIAU2111 -- ALVJKAW 1 aw lllSI fJgtlS - AITr'RI�A '6rr E¢ _.. 3 mf.:. ix -- - 4 �c tl "PI Tr t1.t ��7ERNATIyF.+ILI' (SECTION AT TOP IS WM(TED 10 +65,S-67A WAX, SC4M t/A" . t' A,S.D: DES" PRESSURE RATING} 1 1� ._.A EO r � ��•Lo rd ,a T � Rna6 Pua ILCAU Ile I• SCAM 1/4• - i• f 4 w. " sJe u6w " slsxa6i ;1 t a� .• 2 WOODnArz 7 a`w"aF 1 1 a' 1/4* t `° UP io s^_r WWn, 4 ;t 1r.. pfi3E oR 1114-16 PMIO.I/ATE rcr•Aa D CR �. L I eggy p _ NYR1.iWE mu5 • 12 11r 0. C. w"w I ,/"'a ttA ienlai Y OC. t `t `--, ,/z• aeFaCee:reiEmNLarl Ai. RNATIYE 3YY ALTERNATNE .iW # tYNt6"D 11I00 RPtY�.1[ M ! 2 rt PiA1E rj• • iwwm ar pm JJ.E 3J8.+f ` SCALE 3 ALL IA71Cf113 tJP W e•-9• U.- 64VJd�Eo ( /e-i- CONWWM A: 1�Wti4• ,k n�rt cta aBWl A"wiR OM S TRAtMS BQN,E.3/ ••1" SCALE 3/8>•1' Ej b8R a011NfiNiS c. 1iL(1NN1H I i16N •� 4Et:'riffN AM 1i A 71 t"tv SICAM i/4• - is 1.:INSCALLATIONS ARE ONLY VA13O FOR: BUILDINGS WITH A.S,D. DESIGN LOADS ��,. Q`.... •.?✓ 1. FNSTA ATTO ARE ONLY VALID FOR DUILDINOS wftfi A.S.O. DEN LOADS' •,'� y. UP TO +55.5, 72.D n et. AND PANEL'S LENGTH UP TO a -a , CEN . _ �T' 4? GENSP $ .. FLORIDA BUNGING CODE < Ni h Vaioctl Hurrlcone Zwm Fitt TO +55:5, -7ZO PSI` AND AN%S LENM UP TO 8 s . . �, b? FLQRiDA BUILDING CODE Ve(ocG 1TI S. FOR NEW WOOD FRNAE OONSTRL1C1i47N. WOOD MEMBERS: TO BE SOU1'FiE N'. $ x S m iap» 10 "m No; p,P. 2. FOR NEW WOOD FRAMC CONIMM710N::: HOOD MEICKIM TO BE SOLIiHERN ,= r 1{�y:.: S ' n a� m'rt�m art: PINE NM 2. W/ SPECIFIC GENS€i1T OF Q.JS OR EOVAL No, 41$7 s 20 GAM' GALVANIZED STEEL STORM PANEL ...�....��� - .6wAN et:... FINE NO. 2, W/ SPECIFIC [TENSITY OF' 055 OR EQUAL m i -�G. - e.k Z 20 SAGE 04VANM STM STM PAWL K=FOR COMRIMM 0F_sECTICNs: o ; ST AF �s GLOBAL PROTECTION PRODUCTS,. LLC. e` t4 FaR , 0°, si OF y GLOBAL PROTECTION PRODUCTS, Lb [Tic o ��;.i�- - �t t:e o EN=. F * Sp.� �51 SRRYx - - �' • {� i+•. ^ 4= Ew: 51 Sn= TOP dr BOTTOM MOUNTINGS fiJ+Ai 6E '•y4,� ... I RIt1 : e A/61PAM' 6MtE. rt. 33sf4 $ O`'• R COMBINED IN ANY WAY TO SUIF ANY i CC �1 - 20-17G. TOP do BOTTOM t1CUlt1RiG5 GAN BE ,A� k r ""� � ,405 YR lAr. K >m 'aineer. R 2Nr wIW2.t6atk6a-'LAM. ria: M1wyYi-6xY7 '3 Nr 71e. i, au s wwr iMas a ssw Nw� . , SS/n,Ri f�_1� kw.POpP,h m- .i $5I A a coil ,rr COiABR�O 1N ANY WAY Tp surr ANY -. •.., E ,...: tie6 ., _ -_ -- � _.. OwomE7E.�ANCxCIta, c (SEE eC �TLE 1�7 i _.-.-.I rotwm ' 1Y01D NVf O WAW 21 O C 7i - SI118.0 1E 9�O.G. 5,1R) !7_ !j t 4'ss,�IAUCptlgE (%EE DRi'. 9.✓✓14} ( e 14 1 }y � ( 0 0 CRMWALL LIM iCH[UIu ON-' Pf fr.F. A• rr A•�rr.: ri r rr .lrr i i <,rw-1� iM- �) SK" 14) PG1WxD CaRCREIE-^f Cann. NEA1IleC6 r.;-.t•�. r{ CCNCALrE.. ANCYIGM (aEt SCiImErr ,A) SHEEP 1 a ) YVAtI AND F1 t M IN'S1/�!FION SE cm i S 3J5' 1• -SLCTION 4 SCALE, 3/$w 1, i✓A1?"5 W'' aaaxyY 50 �+ 11� STIi1TieA IhmmixrlON , F, UFE SA M STORM PANEL CAN BE LOCAAEI) AS AN END PANEL.(F1RST OR LAST PANEL) OR IN LIFE�.SAFFETY FN4.S 0A INTERIOR PMAY OR MKY PANEL OTT BE 01STAALLEDD AD� ' 00REPBUtJ�4A.S. (W/ OR W/O REGULAR VACNS.) - - SSE SAi'ETY S PANEl C0N515TS OF DIN" 13ALVANWD STEEL STDRY PANEL AS PER ODIIPDNE1tT, . SANEF 2'or DRAWING. ALL¢WS. ITSELF TO RE REYOYED OR INSTALLED MOM THE INSIDE OF x11iu1ro .3 LIFE WETY RT WKS TOP 1T CK TO BE COMPONENT (D& SOTTOM IPAOK TO �101q`Tll BE COM AS PER SHEET 2 OF THIS ORAw64O. LNli1PONEHT Y-BE RISTAt1EO WALL OR FLOOR MOUNTED FOLIDWM SELTIM I a +� ••• 2 ON TTnS . AS WEti AS OETAus t a 2 ON SHEET i4: _ �4J �i+F•N'� A WI. U30TN FOR COMPONr 6 IS". , moxANCHOR a 7 SHEET 1i�.(DANCHORWE AT BOTTIOY IS OM ONSONEDULM CO1dPf)NENT (j MAY BE PERNIVEEi/1" OR REWWAMY- a *..qq., A 3< SEE PETALS FOR INSTALLATION INTO WOOD FRAME BUILDn16$ ON SHEET 15: 8. SpACE ` MATRACXS I YNSTAL FN ANO 8OMNO SNECESSITY Tt7 O o amm � ANitl 1N/0 REOU m TRACKS a O SECTION 9"-9 SCALE 3/32°-1'. $3 rI"'^ ALTt3ttY1E STUDS O lu 1J2` O C �L! HOW 6/8` ran. (i L9E 4 r ILO,.=6) m I IN I b4A1:OR !�3 SPACING "._,3`•� DETAIL 9 • FLOOR i�4?�.I'1310 INSTAION (, MCCA,IL TO '�`HEDUi� �1 WIL- 3116' - 141A, MAXIMUM A.S. I l .PR IIBRAT NO (Zo.f.). AND CORFIE�P MAXIMUM PANEL LENGTH V mI�I u AAPPIG'"W&Y re sE Ns I ¢ a sic- *, IN LIM 9EElY''iIM PAWL MEW an SWM Y31. > •<n upmk OF 1M-6RP Clu-6t R wwn m" 0 pfflelE KAe t to On= i iA,dtllilse Pt!!Fi Wsearcm o w70>AEIE eoxeRerE W moo, � To ro OFCONS ul uT1e71 � ye ) 6' NA NA NA 8' NA fi' A- 5" NA Ia2 J / f NJ / (rOP) 55.6. -710 ..6" 7' 9' r _ r 1" 1" 1" 1• 1 (BOTTWS) W-W OR Lm ;.6 N/A N/A N/A 5' N/A 8' WA 8" N/A I a 2 001 +$5D •-72.0 1" $' 0' 7 1 f2" $' 1' g` S' t (BOTTOM) 5"-O` TO r-6' .b° NjA N/R NfA 6"� WA 1^ NJA: 6' xfA 1 !k z'('tOP) ...,..8• I (WITTOMM) 0.S.i9. , SsAO a EJrNn. 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AM" VA04 - a a 3 a R IAt tmEAa,Awtra TAn) 3 3 3 3 3 6.e Nw Yid (W 3 # a ,/2 3 ,/A...'. 4 Mft m DINE MCTPR .. .IQ ,;• tm 7m - im ; 3 31 - rm - im MAXIM! M A.S.11. DESIGN PR _RATIHrA �teie NO98R Q MAXIMUM ANCHOR $P LNG IHEDUJ L EQ11 A IUtt STQgM PANELS itj TALI AT{ON5 I= EXI LNG �C,,O`�NCRIM & CONCRETE BLQ+11(C STRUCTURES (VALID ONLY FOR PANELStt./r QW51AL INSTALLATIONS AS PER SECTIONS 1 THOU 10. ON SNEiTS 4, 5 A 8) am 1i101Nn �R a .. ��tFylt•"'s7 FLORIDA WILDING CODE NTOh Yeleo Nu Carlo Zone r NO, 4187 = coo '" ce. W_ 20 GAGE GALVANIZED STEEL STORM PANEL WA a: s. •, �. * t"`s s'* _ "'9 rrar,rAr"w oU6A/sbas _ PROTECTION PRODUCTS, LLC. pAm d. tt. tr O IN6. .� t 6 � � : . I emar iT) F � ra. , aaT 9 � ')'$J//• .A ,,.. runpp, 1r a°,, . rL s,r. Pfw,iE c66r-?a+a FA-t: (6a+)wa6-aTe) 2G-t 7G - -�/t M L {'• : tar. { lmV+69.N1p .. . t:e0.:. -Prat 1Ig11N £ 54A(J3XMMWP6/W1E. rt��d 6 a* r".t °a' _ w. flgnriq We. IYitl1ARt 1LOaArtl Alb Stk,� i8R Ed, : 3 f/2' "' - ABD. OtiSICAt 91PCCN # tAP-CRP CtlX-iN i'N1Et3MTE FFY14E ID PAN6�WiE 0.$B. S(31A: 9EF API+UOiBE'm � - SlxtgAt3 / k xIN6NUN PA5'EY: ixNDMC m m m W TC ro ANY CONwA,nuA LOILIH t` in.) far m CO1rA'ETE W edKRErE m Ca�nLrE t ra sr�NacrE o W roNe1¢rE a Fro etc: aF 1iw fi NIA N/A N/A 8' NIA 6' 14/A e` N/A N/A NIA 1 (TOP) $" 4" N/A N/A 8" 6' 6" fi" ;S' 8' N%A NIA 1 (Bc)TTON) B" N/A N/A N/A $" NjA 8` N/A 6' NfA N/A NJA. 2 (TOP) 6' N/A 9N/A N/A B• N/A "5" N/A 5' N/A WA NjA 2 (BOTTQMI 55.6. �2.0 $' N/A N/A N/A $• N/A 6' N/A 5" N/A WA N/A 3 A 4 (TOP) :S7"�S't0, 8'-�" / NjA N/A 3 (HO710Y) '. N/A NJA N/A fi" N/A 8' N/A $' NjA N/A NfA 7 (TOP) 6" 4" N/A NIA fi• 5` B' 5' $" fi' NJA N/A 4 A 7 (BOROM) WA N/A 12 1/Y 8 1f4' 12 iJ2' $ 1f4" H 1/4` 6 I/C B ij'1" 6 1/4" N/A N/A 5 (roPJentrt>v1j -50.0, -53,a NJA N/A 12 1/Y B T/4" i2 1/2` � fja 6 tJ4' 8 i/A' 6 ijA' 8 }fA' N/A NJA 6 (iQP/80TTOAi) '-fi" TO S1'-2' '$50. -72:0 N/A NfA 5 1/4' NIA 6 tJ4" N/A 6 Ile 8 tj4' 8 i/4` S 1J4" N/A N/A 8 {TOP/BOTTOM) '-8'TO 11•-2' N/A NIA _ N/A N/A N/A N/A- NJA N/A 6 1/4` S tf4' S if4• 5 i/4' 8. 9. 10 (POP) _,{8:0 L LI/A.' <" NJA N/A N/A N/A N/A N/A $' 6' B 1/4' 6 L/4" fi (fimTDY) OR LESS OR 1:fSS 4" N/A. .NJA NJA fifA .NJA. N/A 6' NJA.. .NjA.. NJA : NJA NjA N/A. N/A 6 )J4" fi I/4` $ If4' $ 1/4" to (BOTTOM) SCE SFRiTS 10. t1 ANB Al rOd4 NiGianS'IVP€ k ]PttANA Fl�� 6rt0 wood FTWxE . MN6WM ItICNOR >iPM]Nfi3 INTO IMpL6oN 1LBE DtSTArArd ARE A'DICATED ON INS SCHEDULE ffbl [D. tffi TI4Ni INCItMED OI/ 501RLIXE RE�rTZ NIDNOT SPPC66+ et rAll:Tfpi.'RIIO 9PAC6ID Sfio4M ON St61�U1E fir: ntE :tRA¢erao FACTORS. Pae �i Ta � POSSE. RmuCW SPAC676 06tAAQ0 FACTOR ".A14LL NOT 5E LEt➢6 11VAN 1gA11UAf SPACan'. POR FACN HICM011 TYPE At ANC11a15 LED1@. ANfaQY TA[ 1/A� .'.,J41 - 1J41 tJsi 1J4'a 1J0.. va-aP O' wuu-6r snAr.n IIb,. A6CN64 6AACM6 Qn,) «egrasn.a oP"aw 1e.3 9 3 s a s aa/x 1.0.Ab1 C"eaA flh,k OU a 3 3.1J2. s Vl 4 ACION. FS DOE OIIDMO� FA-C7011 yi. 4a6 fA6 - 1m as - a,..• 7.W - Im ,.10 iat, glum. mu"Am SOME 3f6�1" )iL A. lNSTALLAMONS FOR ALTERNATNES 811 SW A TOW ONLY VALID FOR SUNOWSS WITH AS;O, DESIGN LOADS UP TO. +43.8, -48.0 P•e.1. AND PANWS LENOTH UP TO 12•-4"' 2, FOR. NEW WOOD FRAME CONSTRUCIIOW. WOOD MEMSM TO BE SOUTHERN TOP d 90TTOL1 MOUNTINGS CAN 9E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION "ED BID EOF SEE sclem" ED A .t ° .1 4 ^.:.. 1 c c .t• .: e',. x ;i �. fx i , zx .11 ..,' i -1 I.+.a CL DE7A1���F.#�j� OPTION � L FOR {�,E SAFETY STORM PANEL SYSTEM i/4f xAC i S ¢�. wf �O E,�i^�j�{G 11YOQD STI2Ui`TURES F.�, � 1CAi7FR t16 1 I r4pq66Cp wal�ir aCYBn' s1+�•i ,2 1/T• P.C. 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I Vol 1, a7 m- L-- i _ LILLIL pg ty se sawWOOD Weak It �ioA° { rowan 1 3 1 1 DWALnom WALL MG KTINGTEjt11iT1YE 3W a 1 e i 1 ec ! ALSME {�E. 1 W ALTER � 2j1T SCALE 1/4•,. 1• grim. �•�" 2'Ya'aiffi.t4F5r 1 g - I j SEE 11CfEA AE ar a i ! „44 3: i4 NEAiIL ' 'amArti`°"1 'r1AAxa.r...: �-.....,.,.�... �. _.._..� •--t �. ; � 1 a16+h"a`Bac.. r 'Ffi' EO SCAM 1/4" • 1' 't 1 EO rrit luel N gm � _ � � I ' EO °' YIALL Moufffm INSILLIAU2111 -- ALVJKAW 1 aw lllSI fJgtlS - AITr'RI�A '6rr E¢ _.. 3 mf.:. ix -- - 4 �c tl "PI Tr t1.t ��7ERNATIyF.+ILI' (SECTION AT TOP IS WM(TED 10 +65,S-67A WAX, SC4M t/A" . t' A,S.D: DES" PRESSURE RATING} 1 1� ._.A EO r � ��•Lo rd ,a T � Rna6 Pua ILCAU Ile I• SCAM 1/4• - i• f 4 w. " sJe u6w " slsxa6i ;1 t a� .• 2 WOODnArz 7 a`w"aF 1 1 a' 1/4* t `° UP io s^_r WWn, 4 ;t 1r.. pfi3E oR 1114-16 PMIO.I/ATE rcr•Aa D CR �. L I eggy p _ NYR1.iWE mu5 • 12 11r 0. C. w"w I ,/"'a ttA ienlai Y OC. t `t `--, ,/z• aeFaCee:reiEmNLarl Ai. 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W/ SPECIFIC GENS€i1T OF Q.JS OR EOVAL No, 41$7 s 20 GAM' GALVANIZED STEEL STORM PANEL ...�....��� - .6wAN et:... FINE NO. 2, W/ SPECIFIC [TENSITY OF' 055 OR EQUAL m i -�G. - e.k Z 20 SAGE 04VANM STM STM PAWL K=FOR COMRIMM 0F_sECTICNs: o ; ST AF �s GLOBAL PROTECTION PRODUCTS,. LLC. e` t4 FaR , 0°, si OF y GLOBAL PROTECTION PRODUCTS, Lb [Tic o ��;.i�- - �t t:e o EN=. F * Sp.� �51 SRRYx - - �' • {� i+•. ^ 4= Ew: 51 Sn= TOP dr BOTTOM MOUNTINGS fiJ+Ai 6E '•y4,� ... I RIt1 : e A/61PAM' 6MtE. rt. 33sf4 $ O`'• R COMBINED IN ANY WAY TO SUIF ANY i CC �1 - 20-17G. TOP do BOTTOM t1CUlt1RiG5 GAN BE ,A� k r ""� � ,405 YR lAr. K >m 'aineer. R 2Nr wIW2.t6atk6a-'LAM. ria: M1wyYi-6xY7 '3 Nr 71e. i, au s wwr iMas a ssw Nw� . , SS/n,Ri f�_1� kw.POpP,h m- .i $5I A a coil ,rr COiABR�O 1N ANY WAY Tp surr ANY -. •.., E ,...: tie6 ., _ -_ -- � _.. 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LNli1PONEHT Y-BE RISTAt1EO WALL OR FLOOR MOUNTED FOLIDWM SELTIM I a +� ••• 2 ON TTnS . AS WEti AS OETAus t a 2 ON SHEET i4: _ �4J �i+F•N'� A WI. U30TN FOR COMPONr 6 IS". , moxANCHOR a 7 SHEET 1i�.(DANCHORWE AT BOTTIOY IS OM ONSONEDULM CO1dPf)NENT (j MAY BE PERNIVEEi/1" OR REWWAMY- a *..qq., A 3< SEE PETALS FOR INSTALLATION INTO WOOD FRAME BUILDn16$ ON SHEET 15: 8. SpACE ` MATRACXS I YNSTAL FN ANO 8OMNO SNECESSITY Tt7 O o amm � ANitl 1N/0 REOU m TRACKS a O SECTION 9"-9 SCALE 3/32°-1'. $3 rI"'^ ALTt3ttY1E STUDS O lu 1J2` O C �L! HOW 6/8` ran. (i L9E 4 r ILO,.=6) m I IN I b4A1:OR !�3 SPACING "._,3`•� DETAIL 9 • FLOOR i�4?�.I'1310 INSTAION (, MCCA,IL TO '�`HEDUi� �1 WIL- 3116' - 141A, MAXIMUM A.S. I l .PR IIBRAT NO (Zo.f.). AND CORFIE�P MAXIMUM PANEL LENGTH V mI�I u AAPPIG'"W&Y re sE Ns I ¢ a sic- *, IN LIM 9EElY''iIM PAWL MEW an SWM Y31. > •<n upmk OF 1M-6RP Clu-6t R wwn m" 0 pfflelE KAe t to On= i iA,dtllilse Pt!!Fi Wsearcm o w70>AEIE eoxeRerE W moo, � To ro OFCONS ul uT1e71 � ye ) 6' NA NA NA 8' NA fi' A- 5" NA Ia2 J / f NJ / (rOP) 55.6. -710 ..6" 7' 9' r _ r 1" 1" 1" 1• 1 (BOTTWS) W-W OR Lm ;.6 N/A N/A N/A 5' N/A 8' WA 8" N/A I a 2 001 +$5D •-72.0 1" $' 0' 7 1 f2" $' 1' g` S' t (BOTTOM) 5"-O` TO r-6' .b° NjA N/R NfA 6"� WA 1^ NJA: 6' xfA 1 !k z'('tOP) ...,..8• I (WITTOMM) 0.S.i9. , SsAO a EJrNn. FWIi tl1P OtM1YE) Vol (SRO a i.1a nm6 taA 9g At7 a- YA1CY11Y PAN LERM 1' (ft +48.2 --61A - 3•. 3• 4 1 2 - 4 1J2" 2 (BOTTOM) r-5` OR LASS +52.0 --am ' 8' }" # `• + 2 (R mm) r-8" OR LESS'. +56D -710 2 1/2' 2 I/2` 4 ) 3 1/2• 2 (soTmW r-5" OR LESS +STD -72.D. 2 1/2' 2 I/2" tt/A ' NJA 2 (BOTTOM) 7'-B` TO S'-•O" ,h55A -72.0: N/A N/A 9` ( .3• - 2 (BUTTOIM Y-T)' 7O 8'�6' il'eeaA, AAA 0O110N Lis DILL[ ,CIYM 1elA.at YWRCPI! rW11 rRR�1a1WAY° � m aAW eerelll°N 14e.0. -Tle S-e` 2 3/tl ull6tl® SEE>oW i6 Fm NICHM rft a smw Im IWEVAtli0/IS Mro woaf nt" IRmm& IIMWa ARt:HO6 ePACm NA.6"40 am fA mm A� Nn,40Ee CN Rai aGrD7NF. ECN LP. iAlY 11MNtt10iGREG ON SCArEWaE ftEBLiG`f ANCl6Nt SPSY.YAa HY tAA1aKY6q ePAC6dG SbICNN 6N SCIRCUIL M 61E fIXLCNYl6 FACfpB. rCA t116 OPERATION W eS P059B1L. AtDIIQA 3PA�ICC -` E6 IISNG FACRXt SINLL NOT 9E Ltl4 niAPi Ww1"Rt SAMSNC iIp1CA1Ed P6R NiCir ANCNBR 7YFE K leXalOR9 LEGEra6. J6I4A101! m t/M i/et, 1 _ 1 A•• ,/44 maw OF �Mn. AM" VA04 - a a 3 a R IAt tmEAa,Awtra TAn) 3 3 3 3 3 6.e Nw Yid (W 3 # a ,/2 3 ,/A...'. 4 Mft m DINE MCTPR .. .IQ ,;• tm 7m - im ; 3 31 - rm - im MAXIM! M A.S.11. DESIGN PR _RATIHrA �teie NO98R Q MAXIMUM ANCHOR $P LNG IHEDUJ L EQ11 A IUtt STQgM PANELS itj TALI AT{ON5 I= EXI LNG �C,,O`�NCRIM & CONCRETE BLQ+11(C STRUCTURES (VALID ONLY FOR PANELStt./r QW51AL INSTALLATIONS AS PER SECTIONS 1 THOU 10. ON SNEiTS 4, 5 A 8) am 1i101Nn �R a .. ��tFylt•"'s7 FLORIDA WILDING CODE NTOh Yeleo Nu Carlo Zone r NO, 4187 = coo '" ce. W_ 20 GAGE GALVANIZED STEEL STORM PANEL WA a: s. •, �. * t"`s s'* _ "'9 rrar,rAr"w oU6A/sbas _ PROTECTION PRODUCTS, LLC. pAm d. tt. tr O IN6. .� t 6 � � : . I emar iT) F � ra. , aaT 9 � ')'$J//• .A ,,.. runpp, 1r a°,, . rL s,r. Pfw,iE c66r-?a+a FA-t: (6a+)wa6-aTe) 2G-t 7G - -�/t M L {'• : tar. { lmV+69.N1p .. . t:e0.:. -Prat 1Ig11N £ 54A(J3XMMWP6/W1E. rt��d 6 a* r".t °a' _ w. flgnriq We. IYitl1ARt 1LOaArtl Alb Stk,� i8R Ed, : 3 f/2' "' - ABD. OtiSICAt 91PCCN # tAP-CRP CtlX-iN i'N1Et3MTE FFY14E ID PAN6�WiE 0.$B. S(31A: 9EF API+UOiBE'm � - SlxtgAt3 / k xIN6NUN PA5'EY: ixNDMC m m m W TC ro ANY CONwA,nuA LOILIH t` in.) far m CO1rA'ETE W edKRErE m Ca�nLrE t ra sr�NacrE o W roNe1¢rE a Fro etc: aF 1iw fi NIA N/A N/A 8' NIA 6' 14/A e` N/A N/A NIA 1 (TOP) $" 4" N/A N/A 8" 6' 6" fi" ;S' 8' N%A NIA 1 (Bc)TTON) B" N/A N/A N/A $" NjA 8` N/A 6' NfA N/A NJA. 2 (TOP) 6' N/A 9N/A N/A B• N/A "5" N/A 5' N/A WA NjA 2 (BOTTQMI 55.6. �2.0 $' N/A N/A N/A $• N/A 6' N/A 5" N/A WA N/A 3 A 4 (TOP) :S7"�S't0, 8'-�" / NjA N/A 3 (HO710Y) '. N/A NJA N/A fi" N/A 8' N/A $' NjA N/A NfA 7 (TOP) 6" 4" N/A NIA fi• 5` B' 5' $" fi' NJA N/A 4 A 7 (BOROM) WA N/A 12 1/Y 8 1f4' 12 iJ2' $ 1f4" H 1/4` 6 I/C B ij'1" 6 1/4" N/A N/A 5 (roPJentrt>v1j -50.0, -53,a NJA N/A 12 1/Y B T/4" i2 1/2` � fja 6 tJ4' 8 i/A' 6 ijA' 8 }fA' N/A NJA 6 (iQP/80TTOAi) '-fi" TO S1'-2' '$50. -72:0 N/A NfA 5 1/4' NIA 6 tJ4" N/A 6 Ile 8 tj4' 8 i/4` S 1J4" N/A N/A 8 {TOP/BOTTOM) '-8'TO 11•-2' N/A NIA _ N/A N/A N/A N/A- NJA N/A 6 1/4` S tf4' S if4• 5 i/4' 8. 9. 10 (POP) _,{8:0 L LI/A.' <" NJA N/A N/A N/A N/A N/A $' 6' B 1/4' 6 L/4" fi (fimTDY) OR LESS OR 1:fSS 4" N/A. .NJA NJA fifA .NJA. N/A 6' NJA.. .NjA.. NJA : NJA NjA N/A. N/A 6 )J4" fi I/4` $ If4' $ 1/4" to (BOTTOM) SCE SFRiTS 10. t1 ANB Al rOd4 NiGianS'IVP€ k ]PttANA Fl�� 6rt0 wood FTWxE . MN6WM ItICNOR >iPM]Nfi3 INTO IMpL6oN 1LBE DtSTArArd ARE A'DICATED ON INS SCHEDULE ffbl [D. tffi TI4Ni INCItMED OI/ 501RLIXE RE�rTZ NIDNOT SPPC66+ et rAll:Tfpi.'RIIO 9PAC6ID Sfio4M ON St61�U1E fir: ntE :tRA¢erao FACTORS. Pae �i Ta � POSSE. RmuCW SPAC676 06tAAQ0 FACTOR ".A14LL NOT 5E LEt➢6 11VAN 1gA11UAf SPACan'. POR FACN HICM011 TYPE At ANC11a15 LED1@. ANfaQY TA[ 1/A� .'.,J41 - 1J41 tJsi 1J4'a 1J0.. va-aP O' wuu-6r snAr.n IIb,. A6CN64 6AACM6 Qn,) «egrasn.a oP"aw 1e.3 9 3 s a s aa/x 1.0.Ab1 C"eaA flh,k OU a 3 3.1J2. s Vl 4 ACION. FS DOE OIIDMO� FA-C7011 yi. 4a6 fA6 - 1m as - a,..• 7.W - Im ,.10 iat, glum. mu"Am SOME 3f6�1" )iL A. lNSTALLAMONS FOR ALTERNATNES 811 SW A TOW ONLY VALID FOR SUNOWSS WITH AS;O, DESIGN LOADS UP TO. +43.8, -48.0 P•e.1. AND PANWS LENOTH UP TO 12•-4"' 2, FOR. NEW WOOD FRAME CONSTRUCIIOW. WOOD MEMSM TO BE SOUTHERN TOP d 90TTOL1 MOUNTINGS CAN 9E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION "ED BID EOF SEE sclem" ED A .t ° .1 4 ^.:.. 1 c c .t• .: e',. x ;i �. fx i , zx .11 ..,' i -1 I.+.a CL DE7A1���F.#�j� OPTION � L FOR {�,E SAFETY STORM PANEL SYSTEM i/4f xAC i S ¢�. wf �O E,�i^�j�{G 11YOQD STI2Ui`TURES F.�, � 1CAi7FR t16 1 I r4pq66Cp wal�ir aCYBn' s1+�•i ,2 1/T• P.C. At!'EIitNATiVE i �,I11C ttN 'T V# E 2 1 iJe'Nh , tR' YACpu$: o t�.)I/,�N• I ,110)i 11 t oa � dd m t " EAR e ( z At �4 pp�O t AE41HRbr� ` 1 ALTERt�'ATIW� ' i . ' 1/+9n.Y8/S unrD eRa� e/ 14•�- PMEIIAUE rENNE � 6N AI---TEEtyTIVI� �y.QQD FRAME CQNDII`IO�, ANCHOR Q ATG 1O�IS PF�KRtlii114rli ro " 1 ' 6cG0 SC1Te a/e" . i• P1AR NOTE - SMI'R[R TAAfJif NW saoYr+ Pqe CO6g11` WALL MOOMAN UNTING TIVJ<. LION p 71tt/T� weE: a/e• • 1• NSF'':: FWRIDA BLHLDING CODE NI Yitoa Nurr)a¢ne Zone ND• _ omta nttoo.,Ap 20 GAf� GALVANIZED STEEL STORM PANFI '�, . 1.6PS1AL1A11DN4 ATdL ¢NlY IA4,O 1NNDNU4 wml Ado. oEytNl L¢A46 w m' m/26/26z6 4555. =72:C Aai PAr+Ea's tfdlalN ¢P 1D 6'-e'. y��j`• , FL R1Q. ' - -_ � , :- AL. PROTECTION PRODUCTS, U.C. A, as NLw xzoD F'RANE 1SRA81RYgTCN wood Ma1leFK5 ,¢ dE SOUPe3nA 'A4, fiF$'• • i t,.� 0-1 Nr• SaL TR oYa PpJE Ni. 1a wJ SPf%S'IC RE1FaA1' OF 035 CR EOUM. H a'ij • p1. ��at`p k A�I t• fir. P..as7,4 �AlrftflTR tt1p'Au +� � !)iW f11�1 aiea r 1#o8r� . rA1s: t6sc)Ne6-tw:r' 20-17@. o :Ra r 4aiU A7r-+Nn r r Ra: R.E. aPrufslwlgWp'E wAt aA-o�rrr�.. re ,�, a - eicEr ra Cr to N L V C N �- Q O Q L Q a z z w Jrz C t9 C.B N r/a CO 69 ;a c e9CL (D U O U v W Q = Z Z Q J f1 SHEET N0. SH 1.1, 1r1s-1tAL.tx1i�(v ur..1PLi�,gr rVIS 156m!d srt rmu''xj it CL Lin INTO .EXISTIN WOOD STR�CTU xJt` w.. ]/e ,nN6 a6A"1 ruasYlD w 1NSTALLABON : WAILS I= OR REGULAR PANELS Cif A zy'v-7Dw2 ss Ys. r e ,/a oc. 15 ro s w AAA 6 ,/4 5Q, INTO EX1 R9 MWO STRUCTURES I nyr s`1 ,_ .{ 1WI uri ; uP W 6•-6" ttmi. aw /zt-x6 •+, .-.-r_.'.. _.. 'tR'P�: � 0 Dli� � �iLLl�tsN611i8 - tirwn AlxA, ,tr ,we era,,: .. _ f r Y < „r°""- t ua i+Ar4 i a• 5a: , va aCgnt . M cs.' `""-~ '..,.-- .., AAi6 xum�YAii` e'-6• ua.. ,,,,�Ja r e i 1'-• s t J"«i w' �' r r y y AberAfs,CI Me tWWlw4W. r apt r..f r', +. `t f` erpf�M : 1/L Y M`4 '# •cp i?`.aa r,i` ( j �1I'S f m '.' I Vol 1, a7 m- L-- i _ LILLIL pg ty se sawWOOD Weak It �ioA° { rowan 1 3 1 1 DWALnom WALL MG KTINGTEjt11iT1YE 3W a 1 e i 1 ec ! ALSME {�E. 1 W ALTER � 2j1T SCALE 1/4•,. 1• grim. �•�" 2'Ya'aiffi.t4F5r 1 g - I j SEE 11CfEA AE ar a i ! „44 3: i4 NEAiIL ' 'amArti`°"1 'r1AAxa.r...: �-.....,.,.�... �. _.._..� •--t �. ; � 1 a16+h"a`Bac.. r 'Ffi' EO SCAM 1/4" • 1' 't 1 EO rrit luel N gm � _ � � I ' EO °' YIALL Moufffm INSILLIAU2111 -- ALVJKAW 1 aw lllSI fJgtlS - AITr'RI�A '6rr E¢ _.. 3 mf.:. ix -- - 4 �c tl "PI Tr t1.t ��7ERNATIyF.+ILI' (SECTION AT TOP IS WM(TED 10 +65,S-67A WAX, SC4M t/A" . t' A,S.D: DES" PRESSURE RATING} 1 1� ._.A EO r � ��•Lo rd ,a T � Rna6 Pua ILCAU Ile I• SCAM 1/4• - i• f 4 w. " sJe u6w " slsxa6i ;1 t a� .• 2 WOODnArz 7 a`w"aF 1 1 a' 1/4* t `° UP io s^_r WWn, 4 ;t 1r.. pfi3E oR 1114-16 PMIO.I/ATE rcr•Aa D CR �. L I eggy p _ NYR1.iWE mu5 • 12 11r 0. C. w"w I ,/"'a ttA ienlai Y OC. t `t `--, ,/z• aeFaCee:reiEmNLarl Ai. RNATIYE 3YY ALTERNATNE .iW # tYNt6"D 11I00 RPtY�.1[ M ! 2 rt PiA1E rj• • iwwm ar pm JJ.E 3J8.+f ` SCALE 3 ALL IA71Cf113 tJP W e•-9• U.- 64VJd�Eo ( /e-i- CONWWM A: 1�Wti4• ,k n�rt cta aBWl A"wiR OM S TRAtMS BQN,E.3/ ••1" SCALE 3/8>•1' Ej b8R a011NfiNiS c. 1iL(1NN1H I i16N •� 4Et:'riffN AM 1i A 71 t"tv SICAM i/4• - is 1.:INSCALLATIONS ARE ONLY VA13O FOR: BUILDINGS WITH A.S,D. DESIGN LOADS ��,. Q`.... •.?✓ 1. FNSTA ATTO ARE ONLY VALID FOR DUILDINOS wftfi A.S.O. DEN LOADS' •,'� y. UP TO +55.5, 72.D n et. AND PANEL'S LENGTH UP TO a -a , CEN . _ �T' 4? GENSP $ .. FLORIDA BUNGING CODE < Ni h Vaioctl Hurrlcone Zwm Fitt TO +55:5, -7ZO PSI` AND AN%S LENM UP TO 8 s . . �, b? FLQRiDA BUILDING CODE Ve(ocG 1TI S. FOR NEW WOOD FRNAE OONSTRL1C1i47N. WOOD MEMBERS: TO BE SOU1'FiE N'. $ x S m iap» 10 "m No; p,P. 2. FOR NEW WOOD FRAMC CONIMM710N::: HOOD MEICKIM TO BE SOLIiHERN ,= r 1{�y:.: S ' n a� m'rt�m art: PINE NM 2. W/ SPECIFIC GENS€i1T OF Q.JS OR EOVAL No, 41$7 s 20 GAM' GALVANIZED STEEL STORM PANEL ...�....��� - .6wAN et:... FINE NO. 2, W/ SPECIFIC [TENSITY OF' 055 OR EQUAL m i -�G. - e.k Z 20 SAGE 04VANM STM STM PAWL K=FOR COMRIMM 0F_sECTICNs: o ; ST AF �s GLOBAL PROTECTION PRODUCTS,. LLC. e` t4 FaR , 0°, si OF y GLOBAL PROTECTION PRODUCTS, Lb [Tic o ��;.i�- - �t t:e o EN=. F * Sp.� �51 SRRYx - - �' • {� i+•. ^ 4= Ew: 51 Sn= TOP dr BOTTOM MOUNTINGS fiJ+Ai 6E '•y4,� ... I RIt1 : e A/61PAM' 6MtE. rt. 33sf4 $ O`'• R COMBINED IN ANY WAY TO SUIF ANY i CC �1 - 20-17G. TOP do BOTTOM t1CUlt1RiG5 GAN BE ,A� k r ""� � ,405 YR lAr. K >m 'aineer. R 2Nr wIW2.t6atk6a-'LAM. ria: M1wyYi-6xY7 '3 Nr 71e. i, au s wwr iMas a ssw Nw� . , SS/n,Ri f�_1� kw.POpP,h m- .i $5I A a coil ,rr COiABR�O 1N ANY WAY Tp surr ANY -. •.., E ,...: tie6 ., _ -_ -- � _.. OwomE7E.�ANCxCIta, c (SEE eC �TLE 1�7 i _.-.-.I rotwm ' 1Y01D NVf O WAW 21 O C 7i - SI118.0 1E 9�O.G. 5,1R) !7_ !j t 4'ss,�IAUCptlgE (%EE DRi'. 9.✓✓14} ( e 14 1 }y � ( 0 0 CRMWALL LIM iCH[UIu ON-' Pf fr.F. A• rr A•�rr.: ri r rr .lrr i i <,rw-1� iM- �) SK" 14) PG1WxD CaRCREIE-^f Cann. NEA1IleC6 r.;-.t•�. r{ CCNCALrE.. ANCYIGM (aEt SCiImErr ,A) SHEEP 1 a ) YVAtI AND F1 t M IN'S1/�!FION SE cm i S 3J5' 1• -SLCTION 4 SCALE, 3/$w 1, i✓A1?"5 W'' aaaxyY 50 �+ 11� STIi1TieA IhmmixrlON , F, UFE SA M STORM PANEL CAN BE LOCAAEI) AS AN END PANEL.(F1RST OR LAST PANEL) OR IN LIFE�.SAFFETY FN4.S 0A INTERIOR PMAY OR MKY PANEL OTT BE 01STAALLEDD AD� ' 00REPBUtJ�4A.S. (W/ OR W/O REGULAR VACNS.) - - SSE SAi'ETY S PANEl C0N515TS OF DIN" 13ALVANWD STEEL STDRY PANEL AS PER ODIIPDNE1tT, . SANEF 2'or DRAWING. ALL¢WS. ITSELF TO RE REYOYED OR INSTALLED MOM THE INSIDE OF x11iu1ro .3 LIFE WETY RT WKS TOP 1T CK TO BE COMPONENT (D& SOTTOM IPAOK TO �101q`Tll BE COM AS PER SHEET 2 OF THIS ORAw64O. LNli1PONEHT Y-BE RISTAt1EO WALL OR FLOOR MOUNTED FOLIDWM SELTIM I a +� ••• 2 ON TTnS . AS WEti AS OETAus t a 2 ON SHEET i4: _ �4J �i+F•N'� A WI. U30TN FOR COMPONr 6 IS". , moxANCHOR a 7 SHEET 1i�.(DANCHORWE AT BOTTIOY IS OM ONSONEDULM CO1dPf)NENT (j MAY BE PERNIVEEi/1" OR REWWAMY- a *..qq., A 3< SEE PETALS FOR INSTALLATION INTO WOOD FRAME BUILDn16$ ON SHEET 15: 8. SpACE ` MATRACXS I YNSTAL FN ANO 8OMNO SNECESSITY Tt7 O o amm � ANitl 1N/0 REOU m TRACKS a O SECTION 9"-9 SCALE 3/32°-1'. $3 rI"'^ ALTt3ttY1E STUDS O lu 1J2` O C �L! HOW 6/8` ran. (i L9E 4 r ILO,.=6) m I IN I b4A1:OR !�3 SPACING "._,3`•� DETAIL 9 • FLOOR i�4?�.I'1310 INSTAION (, MCCA,IL TO '�`HEDUi� �1 WIL- 3116' - 141A, MAXIMUM A.S. I l .PR IIBRAT NO (Zo.f.). AND CORFIE�P MAXIMUM PANEL LENGTH V mI�I u AAPPIG'"W&Y re sE Ns I ¢ a sic- *, IN LIM 9EElY''iIM PAWL MEW an SWM Y31. > •<n upmk OF 1M-6RP Clu-6t R wwn m" 0 pfflelE KAe t to On= i iA,dtllilse Pt!!Fi Wsearcm o w70>AEIE eoxeRerE W moo, � To ro OFCONS ul uT1e71 � ye ) 6' NA NA NA 8' NA fi' A- 5" NA Ia2 J / f NJ / (rOP) 55.6. -710 ..6" 7' 9' r _ r 1" 1" 1" 1• 1 (BOTTWS) W-W OR Lm ;.6 N/A N/A N/A 5' N/A 8' WA 8" N/A I a 2 001 +$5D •-72.0 1" $' 0' 7 1 f2" $' 1' g` S' t (BOTTOM) 5"-O` TO r-6' .b° NjA N/R NfA 6"� WA 1^ NJA: 6' xfA 1 !k z'('tOP) ...,..8• I (WITTOMM) 0.S.i9. , SsAO a EJrNn. FWIi tl1P OtM1YE) Vol (SRO a i.1a nm6 taA 9g At7 a- YA1CY11Y PAN LERM 1' (ft +48.2 --61A - 3•. 3• 4 1 2 - 4 1J2" 2 (BOTTOM) r-5` OR LASS +52.0 --am ' 8' }" # `• + 2 (R mm) r-8" OR LESS'. +56D -710 2 1/2' 2 I/2` 4 ) 3 1/2• 2 (soTmW r-5" OR LESS +STD -72.D. 2 1/2' 2 I/2" tt/A ' NJA 2 (BOTTOM) 7'-B` TO S'-•O" ,h55A -72.0: N/A N/A 9` ( .3• - 2 (BUTTOIM Y-T)' 7O 8'�6' il'eeaA, AAA 0O110N Lis DILL[ ,CIYM 1elA.at YWRCPI! rW11 rRR�1a1WAY° � m aAW eerelll°N 14e.0. -Tle S-e` 2 3/tl ull6tl® SEE>oW i6 Fm NICHM rft a smw Im IWEVAtli0/IS Mro woaf nt" IRmm& IIMWa ARt:HO6 ePACm NA.6"40 am fA mm A� Nn,40Ee CN Rai aGrD7NF. ECN LP. iAlY 11MNtt10iGREG ON SCArEWaE ftEBLiG`f ANCl6Nt SPSY.YAa HY tAA1aKY6q ePAC6dG SbICNN 6N SCIRCUIL M 61E fIXLCNYl6 FACfpB. rCA t116 OPERATION W eS P059B1L. AtDIIQA 3PA�ICC -` E6 IISNG FACRXt SINLL NOT 9E Ltl4 niAPi Ww1"Rt SAMSNC iIp1CA1Ed P6R NiCir ANCNBR 7YFE K leXalOR9 LEGEra6. J6I4A101! m t/M i/et, 1 _ 1 A•• ,/44 maw OF �Mn. AM" VA04 - a a 3 a R IAt tmEAa,Awtra TAn) 3 3 3 3 3 6.e Nw Yid (W 3 # a ,/2 3 ,/A...'. 4 Mft m DINE MCTPR .. .IQ ,;• tm 7m - im ; 3 31 - rm - im MAXIM! M A.S.11. DESIGN PR _RATIHrA �teie NO98R Q MAXIMUM ANCHOR $P LNG IHEDUJ L EQ11 A IUtt STQgM PANELS itj TALI AT{ON5 I= EXI LNG �C,,O`�NCRIM & CONCRETE BLQ+11(C STRUCTURES (VALID ONLY FOR PANELStt./r QW51AL INSTALLATIONS AS PER SECTIONS 1 THOU 10. ON SNEiTS 4, 5 A 8) am 1i101Nn �R a .. ��tFylt•"'s7 FLORIDA WILDING CODE NTOh Yeleo Nu Carlo Zone r NO, 4187 = coo '" ce. W_ 20 GAGE GALVANIZED STEEL STORM PANEL WA a: s. •, �. * t"`s s'* _ "'9 rrar,rAr"w oU6A/sbas _ PROTECTION PRODUCTS, LLC. pAm d. tt. tr O IN6. .� t 6 � � : . I emar iT) F � ra. , aaT 9 � ')'$J//• .A ,,.. runpp, 1r a°,, . rL s,r. Pfw,iE c66r-?a+a FA-t: (6a+)wa6-aTe) 2G-t 7G - -�/t M L {'• : tar. { lmV+69.N1p .. . t:e0.:. -Prat 1Ig11N £ 54A(J3XMMWP6/W1E. rt��d 6 a* r".t °a' _ w. flgnriq We. IYitl1ARt 1LOaArtl Alb Stk,� i8R Ed, : 3 f/2' "' - ABD. OtiSICAt 91PCCN # tAP-CRP CtlX-iN i'N1Et3MTE FFY14E ID PAN6�WiE 0.$B. S(31A: 9EF API+UOiBE'm � - SlxtgAt3 / k xIN6NUN PA5'EY: ixNDMC m m m W TC ro ANY CONwA,nuA LOILIH t` in.) far m CO1rA'ETE W edKRErE m Ca�nLrE t ra sr�NacrE o W roNe1¢rE a Fro etc: aF 1iw fi NIA N/A N/A 8' NIA 6' 14/A e` N/A N/A NIA 1 (TOP) $" 4" N/A N/A 8" 6' 6" fi" ;S' 8' N%A NIA 1 (Bc)TTON) B" N/A N/A N/A $" NjA 8` N/A 6' NfA N/A NJA. 2 (TOP) 6' N/A 9N/A N/A B• N/A "5" N/A 5' N/A WA NjA 2 (BOTTQMI 55.6. �2.0 $' N/A N/A N/A $• N/A 6' N/A 5" N/A WA N/A 3 A 4 (TOP) :S7"�S't0, 8'-�" / NjA N/A 3 (HO710Y) '. N/A NJA N/A fi" N/A 8' N/A $' NjA N/A NfA 7 (TOP) 6" 4" N/A NIA fi• 5` B' 5' $" fi' NJA N/A 4 A 7 (BOROM) WA N/A 12 1/Y 8 1f4' 12 iJ2' $ 1f4" H 1/4` 6 I/C B ij'1" 6 1/4" N/A N/A 5 (roPJentrt>v1j -50.0, -53,a NJA N/A 12 1/Y B T/4" i2 1/2` � fja 6 tJ4' 8 i/A' 6 ijA' 8 }fA' N/A NJA 6 (iQP/80TTOAi) '-fi" TO S1'-2' '$50. -72:0 N/A NfA 5 1/4' NIA 6 tJ4" N/A 6 Ile 8 tj4' 8 i/4` S 1J4" N/A N/A 8 {TOP/BOTTOM) '-8'TO 11•-2' N/A NIA _ N/A N/A N/A N/A- NJA N/A 6 1/4` S tf4' S if4• 5 i/4' 8. 9. 10 (POP) _,{8:0 L LI/A.' <" NJA N/A N/A N/A N/A N/A $' 6' B 1/4' 6 L/4" fi (fimTDY) OR LESS OR 1:fSS 4" N/A. .NJA NJA fifA .NJA. N/A 6' NJA.. .NjA.. NJA : NJA NjA N/A. N/A 6 )J4" fi I/4` $ If4' $ 1/4" to (BOTTOM) SCE SFRiTS 10. t1 ANB Al rOd4 NiGianS'IVP€ k ]PttANA Fl�� 6rt0 wood FTWxE . MN6WM ItICNOR >iPM]Nfi3 INTO IMpL6oN 1LBE DtSTArArd ARE A'DICATED ON INS SCHEDULE ffbl [D. tffi TI4Ni INCItMED OI/ 501RLIXE RE�rTZ NIDNOT SPPC66+ et rAll:Tfpi.'RIIO 9PAC6ID Sfio4M ON St61�U1E fir: ntE :tRA¢erao FACTORS. Pae �i Ta � POSSE. RmuCW SPAC676 06tAAQ0 FACTOR ".A14LL NOT 5E LEt➢6 11VAN 1gA11UAf SPACan'. POR FACN HICM011 TYPE At ANC11a15 LED1@. ANfaQY TA[ 1/A� .'.,J41 - 1J41 tJsi 1J4'a 1J0.. va-aP O' wuu-6r snAr.n IIb,. A6CN64 6AACM6 Qn,) «egrasn.a oP"aw 1e.3 9 3 s a s aa/x 1.0.Ab1 C"eaA flh,k OU a 3 3.1J2. s Vl 4 ACION. FS DOE OIIDMO� FA-C7011 yi. 4a6 fA6 - 1m as - a,..• 7.W - Im ,.10 iat, glum. mu"Am SOME 3f6�1" )iL A. lNSTALLAMONS FOR ALTERNATNES 811 SW A TOW ONLY VALID FOR SUNOWSS WITH AS;O, DESIGN LOADS UP TO. +43.8, -48.0 P•e.1. AND PANWS LENOTH UP TO 12•-4"' 2, FOR. NEW WOOD FRAME CONSTRUCIIOW. WOOD MEMSM TO BE SOUTHERN TOP d 90TTOL1 MOUNTINGS CAN 9E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION "ED BID EOF SEE sclem" ED A .t ° .1 4 ^.:.. 1 c c .t• .: e',. x ;i �. fx i , zx .11 ..,' i -1 I.+.a CL DE7A1���F.#�j� OPTION � L FOR {�,E SAFETY STORM PANEL SYSTEM i/4f xAC i S ¢�. wf �O E,�i^�j�{G 11YOQD STI2Ui`TURES F.�, � 1CAi7FR t16 1 I r4pq66Cp wal�ir aCYBn' s1+�•i ,2 1/T• P.C. At!'EIitNATiVE i �,I11C ttN 'T V# E 2 1 iJe'Nh , tR' YACpu$: o t�.)I/,�N• I ,110)i 11 t oa � dd m t " EAR e ( z At �4 pp�O t AE41HRbr� ` 1 ALTERt�'ATIW� ' i . ' 1/+9n.Y8/S unrD eRa� e/ 14•�- PMEIIAUE rENNE � 6N AI---TEEtyTIVI� �y.QQD FRAME CQNDII`IO�, ANCHOR Q ATG 1O�IS PF�KRtlii114rli ro " 1 ' 6cG0 SC1Te a/e" . i• P1AR NOTE - SMI'R[R TAAfJif NW saoYr+ Pqe CO6g11` WALL MOOMAN UNTING TIVJ<. LION p 71tt/T� weE: a/e• • 1• NSF'':: FWRIDA BLHLDING CODE NI Yitoa Nurr)a¢ne Zone ND• _ omta nttoo.,Ap 20 GAf� GALVANIZED STEEL STORM PANFI '�, . 1.6PS1AL1A11DN4 ATdL ¢NlY IA4,O 1NNDNU4 wml Ado. oEytNl L¢A46 w m' m/26/26z6 4555. =72:C Aai PAr+Ea's tfdlalN ¢P 1D 6'-e'. y��j`• , FL R1Q. ' - -_ � , :- AL. PROTECTION PRODUCTS, U.C. A, as NLw xzoD F'RANE 1SRA81RYgTCN wood Ma1leFK5 ,¢ dE SOUPe3nA 'A4, fiF$'• • i t,.� 0-1 Nr• SaL TR oYa PpJE Ni. 1a wJ SPf%S'IC RE1FaA1' OF 035 CR EOUM. H a'ij • p1. ��at`p k A�I t• fir. P..as7,4 �AlrftflTR tt1p'Au +� � !)iW f11�1 aiea r 1#o8r� . rA1s: t6sc)Ne6-tw:r' 20-17@. o :Ra r 4aiU A7r-+Nn r r Ra: R.E. aPrufslwlgWp'E wAt aA-o�rrr�.. re ,�, a - eicEr ra Cr to N L V C N �- Q O Q L Q a z z w Jrz C t9 C.B N r/a CO 69 ;a c e9CL (D U O U v W Q = Z Z Q J f1 SHEET N0. SH 1.1, iCH[UIu ON-' Pf fr.F. A• rr A•�rr.: ri r rr .lrr i i <,rw-1� iM- �) SK" 14) PG1WxD CaRCREIE-^f Cann. NEA1IleC6 r.;-.t•�. r{ CCNCALrE.. ANCYIGM (aEt SCiImErr ,A) SHEEP 1 a ) YVAtI AND F1 t M IN'S1/�!FION SE cm i S 3J5' 1• -SLCTION 4 SCALE, 3/$w 1, i✓A1?"5 W'' aaaxyY 50 �+ 11� STIi1TieA IhmmixrlON , F, UFE SA M STORM PANEL CAN BE LOCAAEI) AS AN END PANEL.(F1RST OR LAST PANEL) OR IN LIFE�.SAFFETY FN4.S 0A INTERIOR PMAY OR MKY PANEL OTT BE 01STAALLEDD AD� ' 00REPBUtJ�4A.S. (W/ OR W/O REGULAR VACNS.) - - SSE SAi'ETY S PANEl C0N515TS OF DIN" 13ALVANWD STEEL STDRY PANEL AS PER ODIIPDNE1tT, . SANEF 2'or DRAWING. ALL¢WS. ITSELF TO RE REYOYED OR INSTALLED MOM THE INSIDE OF x11iu1ro .3 LIFE WETY RT WKS TOP 1T CK TO BE COMPONENT (D& SOTTOM IPAOK TO �101q`Tll BE COM AS PER SHEET 2 OF THIS ORAw64O. LNli1PONEHT Y-BE RISTAt1EO WALL OR FLOOR MOUNTED FOLIDWM SELTIM I a +� ••• 2 ON TTnS . AS WEti AS OETAus t a 2 ON SHEET i4: _ �4J �i+F•N'� A WI. U30TN FOR COMPONr 6 IS". , moxANCHOR a 7 SHEET 1i�.(DANCHORWE AT BOTTIOY IS OM ONSONEDULM CO1dPf)NENT (j MAY BE PERNIVEEi/1" OR REWWAMY- a *..qq., A 3< SEE PETALS FOR INSTALLATION INTO WOOD FRAME BUILDn16$ ON SHEET 15: 8. SpACE ` MATRACXS I YNSTAL FN ANO 8OMNO SNECESSITY Tt7 O o amm � ANitl 1N/0 REOU m TRACKS a O SECTION 9"-9 SCALE 3/32°-1'. $3 rI"'^ ALTt3ttY1E STUDS O lu 1J2` O C �L! HOW 6/8` ran. (i L9E 4 r ILO,.=6) m I IN I b4A1:OR !�3 SPACING "._,3`•� DETAIL 9 • FLOOR i�4?�.I'1310 INSTAION (, MCCA,IL TO '�`HEDUi� �1 WIL- 3116' - 141A, MAXIMUM A.S. I l .PR IIBRAT NO (Zo.f.). AND CORFIE�P MAXIMUM PANEL LENGTH V mI�I u AAPPIG'"W&Y re sE Ns I ¢ a sic- *, IN LIM 9EElY''iIM PAWL MEW an SWM Y31. > •<n upmk OF 1M-6RP Clu-6t R wwn m" 0 pfflelE KAe t to On= i iA,dtllilse Pt!!Fi Wsearcm o w70>AEIE eoxeRerE W moo, � To ro OFCONS ul uT1e71 � ye ) 6' NA NA NA 8' NA fi' A- 5" NA Ia2 J / f NJ / (rOP) 55.6. -710 ..6" 7' 9' r _ r 1" 1" 1" 1• 1 (BOTTWS) W-W OR Lm ;.6 N/A N/A N/A 5' N/A 8' WA 8" N/A I a 2 001 +$5D •-72.0 1" $' 0' 7 1 f2" $' 1' g` S' t (BOTTOM) 5"-O` TO r-6' .b° NjA N/R NfA 6"� WA 1^ NJA: 6' xfA 1 !k z'('tOP) ...,..8• I (WITTOMM) 0.S.i9. , SsAO a EJrNn. FWIi tl1P OtM1YE) Vol (SRO a i.1a nm6 taA 9g At7 a- YA1CY11Y PAN LERM 1' (ft +48.2 --61A - 3•. 3• 4 1 2 - 4 1J2" 2 (BOTTOM) r-5` OR LASS +52.0 --am ' 8' }" # `• + 2 (R mm) r-8" OR LESS'. +56D -710 2 1/2' 2 I/2` 4 ) 3 1/2• 2 (soTmW r-5" OR LESS +STD -72.D. 2 1/2' 2 I/2" tt/A ' NJA 2 (BOTTOM) 7'-B` TO S'-•O" ,h55A -72.0: N/A N/A 9` ( .3• - 2 (BUTTOIM Y-T)' 7O 8'�6' il'eeaA, AAA 0O110N Lis DILL[ ,CIYM 1elA.at YWRCPI! rW11 rRR�1a1WAY° � m aAW eerelll°N 14e.0. -Tle S-e` 2 3/tl ull6tl® SEE>oW i6 Fm NICHM rft a smw Im IWEVAtli0/IS Mro woaf nt" IRmm& IIMWa ARt:HO6 ePACm NA.6"40 am fA mm A� Nn,40Ee CN Rai aGrD7NF. ECN LP. iAlY 11MNtt10iGREG ON SCArEWaE ftEBLiG`f ANCl6Nt SPSY.YAa HY tAA1aKY6q ePAC6dG SbICNN 6N SCIRCUIL M 61E fIXLCNYl6 FACfpB. rCA t116 OPERATION W eS P059B1L. AtDIIQA 3PA�ICC -` E6 IISNG FACRXt SINLL NOT 9E Ltl4 niAPi Ww1"Rt SAMSNC iIp1CA1Ed P6R NiCir ANCNBR 7YFE K leXalOR9 LEGEra6. J6I4A101! m t/M i/et, 1 _ 1 A•• ,/44 maw OF �Mn. AM" VA04 - a a 3 a R IAt tmEAa,Awtra TAn) 3 3 3 3 3 6.e Nw Yid (W 3 # a ,/2 3 ,/A...'. 4 Mft m DINE MCTPR .. .IQ ,;• tm 7m - im ; 3 31 - rm - im MAXIM! M A.S.11. DESIGN PR _RATIHrA �teie NO98R Q MAXIMUM ANCHOR $P LNG IHEDUJ L EQ11 A IUtt STQgM PANELS itj TALI AT{ON5 I= EXI LNG �C,,O`�NCRIM & CONCRETE BLQ+11(C STRUCTURES (VALID ONLY FOR PANELStt./r QW51AL INSTALLATIONS AS PER SECTIONS 1 THOU 10. ON SNEiTS 4, 5 A 8) am 1i101Nn �R a .. ��tFylt•"'s7 FLORIDA WILDING CODE NTOh Yeleo Nu Carlo Zone r NO, 4187 = coo '" ce. W_ 20 GAGE GALVANIZED STEEL STORM PANEL WA a: s. •, �. * t"`s s'* _ "'9 rrar,rAr"w oU6A/sbas _ PROTECTION PRODUCTS, LLC. pAm d. tt. tr O IN6. .� t 6 � � : . I emar iT) F � ra. , aaT 9 � ')'$J//• .A ,,.. runpp, 1r a°,, . rL s,r. Pfw,iE c66r-?a+a FA-t: (6a+)wa6-aTe) 2G-t 7G - -�/t M L {'• : tar. { lmV+69.N1p .. . t:e0.:. -Prat 1Ig11N £ 54A(J3XMMWP6/W1E. rt��d 6 a* r".t °a' _ w. flgnriq We. IYitl1ARt 1LOaArtl Alb Stk,� i8R Ed, : 3 f/2' "' - ABD. OtiSICAt 91PCCN # tAP-CRP CtlX-iN i'N1Et3MTE FFY14E ID PAN6�WiE 0.$B. S(31A: 9EF API+UOiBE'm � - SlxtgAt3 / k xIN6NUN PA5'EY: ixNDMC m m m W TC ro ANY CONwA,nuA LOILIH t` in.) far m CO1rA'ETE W edKRErE m Ca�nLrE t ra sr�NacrE o W roNe1¢rE a Fro etc: aF 1iw fi NIA N/A N/A 8' NIA 6' 14/A e` N/A N/A NIA 1 (TOP) $" 4" N/A N/A 8" 6' 6" fi" ;S' 8' N%A NIA 1 (Bc)TTON) B" N/A N/A N/A $" NjA 8` N/A 6' NfA N/A NJA. 2 (TOP) 6' N/A 9N/A N/A B• N/A "5" N/A 5' N/A WA NjA 2 (BOTTQMI 55.6. �2.0 $' N/A N/A N/A $• N/A 6' N/A 5" N/A WA N/A 3 A 4 (TOP) :S7"�S't0, 8'-�" / NjA N/A 3 (HO710Y) '. N/A NJA N/A fi" N/A 8' N/A $' NjA N/A NfA 7 (TOP) 6" 4" N/A NIA fi• 5` B' 5' $" fi' NJA N/A 4 A 7 (BOROM) WA N/A 12 1/Y 8 1f4' 12 iJ2' $ 1f4" H 1/4` 6 I/C B ij'1" 6 1/4" N/A N/A 5 (roPJentrt>v1j -50.0, -53,a NJA N/A 12 1/Y B T/4" i2 1/2` � fja 6 tJ4' 8 i/A' 6 ijA' 8 }fA' N/A NJA 6 (iQP/80TTOAi) '-fi" TO S1'-2' '$50. -72:0 N/A NfA 5 1/4' NIA 6 tJ4" N/A 6 Ile 8 tj4' 8 i/4` S 1J4" N/A N/A 8 {TOP/BOTTOM) '-8'TO 11•-2' N/A NIA _ N/A N/A N/A N/A- NJA N/A 6 1/4` S tf4' S if4• 5 i/4' 8. 9. 10 (POP) _,{8:0 L LI/A.' <" NJA N/A N/A N/A N/A N/A $' 6' B 1/4' 6 L/4" fi (fimTDY) OR LESS OR 1:fSS 4" N/A. .NJA NJA fifA .NJA. N/A 6' NJA.. .NjA.. NJA : NJA NjA N/A. N/A 6 )J4" fi I/4` $ If4' $ 1/4" to (BOTTOM) SCE SFRiTS 10. t1 ANB Al rOd4 NiGianS'IVP€ k ]PttANA Fl�� 6rt0 wood FTWxE . MN6WM ItICNOR >iPM]Nfi3 INTO IMpL6oN 1LBE DtSTArArd ARE A'DICATED ON INS SCHEDULE ffbl [D. tffi TI4Ni INCItMED OI/ 501RLIXE RE�rTZ NIDNOT SPPC66+ et rAll:Tfpi.'RIIO 9PAC6ID Sfio4M ON St61�U1E fir: ntE :tRA¢erao FACTORS. Pae �i Ta � POSSE. RmuCW SPAC676 06tAAQ0 FACTOR ".A14LL NOT 5E LEt➢6 11VAN 1gA11UAf SPACan'. POR FACN HICM011 TYPE At ANC11a15 LED1@. ANfaQY TA[ 1/A� .'.,J41 - 1J41 tJsi 1J4'a 1J0.. va-aP O' wuu-6r snAr.n IIb,. A6CN64 6AACM6 Qn,) «egrasn.a oP"aw 1e.3 9 3 s a s aa/x 1.0.Ab1 C"eaA flh,k OU a 3 3.1J2. s Vl 4 ACION. FS DOE OIIDMO� FA-C7011 yi. 4a6 fA6 - 1m as - a,..• 7.W - Im ,.10 iat, glum. mu"Am SOME 3f6�1" )iL A. lNSTALLAMONS FOR ALTERNATNES 811 SW A TOW ONLY VALID FOR SUNOWSS WITH AS;O, DESIGN LOADS UP TO. +43.8, -48.0 P•e.1. AND PANWS LENOTH UP TO 12•-4"' 2, FOR. NEW WOOD FRAME CONSTRUCIIOW. WOOD MEMSM TO BE SOUTHERN TOP d 90TTOL1 MOUNTINGS CAN 9E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION "ED BID EOF SEE sclem" ED A .t ° .1 4 ^.:.. 1 c c .t• .: e',. x ;i �. fx i , zx .11 ..,' i -1 I.+.a CL DE7A1���F.#�j� OPTION � L FOR {�,E SAFETY STORM PANEL SYSTEM i/4f xAC i S ¢�. wf �O E,�i^�j�{G 11YOQD STI2Ui`TURES F.�, � 1CAi7FR t16 1 I r4pq66Cp wal�ir aCYBn' s1+�•i ,2 1/T• P.C. At!'EIitNATiVE i �,I11C ttN 'T V# E 2 1 iJe'Nh , tR' YACpu$: o t�.)I/,�N• I ,110)i 11 t oa � dd m t " EAR e ( z At �4 pp�O t AE41HRbr� ` 1 ALTERt�'ATIW� ' i . ' 1/+9n.Y8/S unrD eRa� e/ 14•�- PMEIIAUE rENNE � 6N AI---TEEtyTIVI� �y.QQD FRAME CQNDII`IO�, ANCHOR Q ATG 1O�IS PF�KRtlii114rli ro " 1 ' 6cG0 SC1Te a/e" . i• P1AR NOTE - SMI'R[R TAAfJif NW saoYr+ Pqe CO6g11` WALL MOOMAN UNTING TIVJ<. LION p 71tt/T� weE: a/e• • 1• NSF'':: FWRIDA BLHLDING CODE NI Yitoa Nurr)a¢ne Zone ND• _ omta nttoo.,Ap 20 GAf� GALVANIZED STEEL STORM PANFI '�, . 1.6PS1AL1A11DN4 ATdL ¢NlY IA4,O 1NNDNU4 wml Ado. oEytNl L¢A46 w m' m/26/26z6 4555. =72:C Aai PAr+Ea's tfdlalN ¢P 1D 6'-e'. y��j`• , FL R1Q. ' - -_ � , :- AL. PROTECTION PRODUCTS, U.C. A, as NLw xzoD F'RANE 1SRA81RYgTCN wood Ma1leFK5 ,¢ dE SOUPe3nA 'A4, fiF$'• • i t,.� 0-1 Nr• SaL TR oYa PpJE Ni. 1a wJ SPf%S'IC RE1FaA1' OF 035 CR EOUM. H a'ij • p1. ��at`p k A�I t• fir. P..as7,4 �AlrftflTR tt1p'Au +� � !)iW f11�1 aiea r 1#o8r� . rA1s: t6sc)Ne6-tw:r' 20-17@. o :Ra r 4aiU A7r-+Nn r r Ra: R.E. aPrufslwlgWp'E wAt aA-o�rrr�.. re ,�, a - eicEr ra Cr to N L V C N �- Q O Q L Q a z z w Jrz C t9 C.B N r/a CO 69 ;a c e9CL (D U O U v W Q = Z Z Q J f1 SHEET N0. SH 1.1, 1N/0 REOU m TRACKS a O SECTION 9"-9 SCALE 3/32°-1'. $3 rI"'^ ALTt3ttY1E STUDS O lu 1J2` O C �L! HOW 6/8` ran. (i L9E 4 r ILO,.=6) m I IN I b4A1:OR !�3 SPACING "._,3`•� DETAIL 9 • FLOOR i�4?�.I'1310 INSTAION (, MCCA,IL TO '�`HEDUi� �1 WIL- 3116' - 141A, MAXIMUM A.S. I l .PR IIBRAT NO (Zo.f.). AND CORFIE�P MAXIMUM PANEL LENGTH V mI�I u AAPPIG'"W&Y re sE Ns I ¢ a sic- *, IN LIM 9EElY''iIM PAWL MEW an SWM Y31. > •<n upmk OF 1M-6RP Clu-6t R wwn m" 0 pfflelE KAe t to On= i iA,dtllilse Pt!!Fi Wsearcm o w70>AEIE eoxeRerE W moo, � To ro OFCONS ul uT1e71 � ye ) 6' NA NA NA 8' NA fi' A- 5" NA Ia2 J / f NJ / (rOP) 55.6. -710 ..6" 7' 9' r _ r 1" 1" 1" 1• 1 (BOTTWS) W-W OR Lm ;.6 N/A N/A N/A 5' N/A 8' WA 8" N/A I a 2 001 +$5D •-72.0 1" $' 0' 7 1 f2" $' 1' g` S' t (BOTTOM) 5"-O` TO r-6' .b° NjA N/R NfA 6"� WA 1^ NJA: 6' xfA 1 !k z'('tOP) ...,..8• I (WITTOMM) 0.S.i9. , SsAO a EJrNn. FWIi tl1P OtM1YE) Vol (SRO a i.1a nm6 taA 9g At7 a- YA1CY11Y PAN LERM 1' (ft +48.2 --61A - 3•. 3• 4 1 2 - 4 1J2" 2 (BOTTOM) r-5` OR LASS +52.0 --am ' 8' }" # `• + 2 (R mm) r-8" OR LESS'. +56D -710 2 1/2' 2 I/2` 4 ) 3 1/2• 2 (soTmW r-5" OR LESS +STD -72.D. 2 1/2' 2 I/2" tt/A ' NJA 2 (BOTTOM) 7'-B` TO S'-•O" ,h55A -72.0: N/A N/A 9` ( .3• - 2 (BUTTOIM Y-T)' 7O 8'�6' il'eeaA, AAA 0O110N Lis DILL[ ,CIYM 1elA.at YWRCPI! rW11 rRR�1a1WAY° � m aAW eerelll°N 14e.0. -Tle S-e` 2 3/tl ull6tl® SEE>oW i6 Fm NICHM rft a smw Im IWEVAtli0/IS Mro woaf nt" IRmm& IIMWa ARt:HO6 ePACm NA.6"40 am fA mm A� Nn,40Ee CN Rai aGrD7NF. ECN LP. iAlY 11MNtt10iGREG ON SCArEWaE ftEBLiG`f ANCl6Nt SPSY.YAa HY tAA1aKY6q ePAC6dG SbICNN 6N SCIRCUIL M 61E fIXLCNYl6 FACfpB. rCA t116 OPERATION W eS P059B1L. AtDIIQA 3PA�ICC -` E6 IISNG FACRXt SINLL NOT 9E Ltl4 niAPi Ww1"Rt SAMSNC iIp1CA1Ed P6R NiCir ANCNBR 7YFE K leXalOR9 LEGEra6. J6I4A101! m t/M i/et, 1 _ 1 A•• ,/44 maw OF �Mn. AM" VA04 - a a 3 a R IAt tmEAa,Awtra TAn) 3 3 3 3 3 6.e Nw Yid (W 3 # a ,/2 3 ,/A...'. 4 Mft m DINE MCTPR .. .IQ ,;• tm 7m - im ; 3 31 - rm - im MAXIM! M A.S.11. DESIGN PR _RATIHrA �teie NO98R Q MAXIMUM ANCHOR $P LNG IHEDUJ L EQ11 A IUtt STQgM PANELS itj TALI AT{ON5 I= EXI LNG �C,,O`�NCRIM & CONCRETE BLQ+11(C STRUCTURES (VALID ONLY FOR PANELStt./r QW51AL INSTALLATIONS AS PER SECTIONS 1 THOU 10. ON SNEiTS 4, 5 A 8) am 1i101Nn �R a .. ��tFylt•"'s7 FLORIDA WILDING CODE NTOh Yeleo Nu Carlo Zone r NO, 4187 = coo '" ce. W_ 20 GAGE GALVANIZED STEEL STORM PANEL WA a: s. •, �. * t"`s s'* _ "'9 rrar,rAr"w oU6A/sbas _ PROTECTION PRODUCTS, LLC. pAm d. tt. tr O IN6. .� t 6 � � : . I emar iT) F � ra. , aaT 9 � ')'$J//• .A ,,.. runpp, 1r a°,, . rL s,r. Pfw,iE c66r-?a+a FA-t: (6a+)wa6-aTe) 2G-t 7G - -�/t M L {'• : tar. { lmV+69.N1p .. . t:e0.:. -Prat 1Ig11N £ 54A(J3XMMWP6/W1E. rt��d 6 a* r".t °a' _ w. flgnriq We. IYitl1ARt 1LOaArtl Alb Stk,� i8R Ed, : 3 f/2' "' - ABD. 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N/A NJA N/A fi" N/A 8' N/A $' NjA N/A NfA 7 (TOP) 6" 4" N/A NIA fi• 5` B' 5' $" fi' NJA N/A 4 A 7 (BOROM) WA N/A 12 1/Y 8 1f4' 12 iJ2' $ 1f4" H 1/4` 6 I/C B ij'1" 6 1/4" N/A N/A 5 (roPJentrt>v1j -50.0, -53,a NJA N/A 12 1/Y B T/4" i2 1/2` � fja 6 tJ4' 8 i/A' 6 ijA' 8 }fA' N/A NJA 6 (iQP/80TTOAi) '-fi" TO S1'-2' '$50. -72:0 N/A NfA 5 1/4' NIA 6 tJ4" N/A 6 Ile 8 tj4' 8 i/4` S 1J4" N/A N/A 8 {TOP/BOTTOM) '-8'TO 11•-2' N/A NIA _ N/A N/A N/A N/A- NJA N/A 6 1/4` S tf4' S if4• 5 i/4' 8. 9. 10 (POP) _,{8:0 L LI/A.' <" NJA N/A N/A N/A N/A N/A $' 6' B 1/4' 6 L/4" fi (fimTDY) OR LESS OR 1:fSS 4" N/A. .NJA NJA fifA .NJA. N/A 6' NJA.. .NjA.. NJA : NJA NjA N/A. N/A 6 )J4" fi I/4` $ If4' $ 1/4" to (BOTTOM) SCE SFRiTS 10. t1 ANB Al rOd4 NiGianS'IVP€ k ]PttANA Fl�� 6rt0 wood FTWxE . MN6WM ItICNOR >iPM]Nfi3 INTO IMpL6oN 1LBE DtSTArArd ARE A'DICATED ON INS SCHEDULE ffbl [D. tffi TI4Ni INCItMED OI/ 501RLIXE RE�rTZ NIDNOT SPPC66+ et rAll:Tfpi.'RIIO 9PAC6ID Sfio4M ON St61�U1E fir: ntE :tRA¢erao FACTORS. Pae �i Ta � POSSE. RmuCW SPAC676 06tAAQ0 FACTOR ".A14LL NOT 5E LEt➢6 11VAN 1gA11UAf SPACan'. POR FACN HICM011 TYPE At ANC11a15 LED1@. ANfaQY TA[ 1/A� .'.,J41 - 1J41 tJsi 1J4'a 1J0.. va-aP O' wuu-6r snAr.n IIb,. A6CN64 6AACM6 Qn,) «egrasn.a oP"aw 1e.3 9 3 s a s aa/x 1.0.Ab1 C"eaA flh,k OU a 3 3.1J2. s Vl 4 ACION. FS DOE OIIDMO� FA-C7011 yi. 4a6 fA6 - 1m as - a,..• 7.W - Im ,.10 iat, glum. mu"Am SOME 3f6�1" )iL A. lNSTALLAMONS FOR ALTERNATNES 811 SW A TOW ONLY VALID FOR SUNOWSS WITH AS;O, DESIGN LOADS UP TO. +43.8, -48.0 P•e.1. AND PANWS LENOTH UP TO 12•-4"' 2, FOR. NEW WOOD FRAME CONSTRUCIIOW. WOOD MEMSM TO BE SOUTHERN TOP d 90TTOL1 MOUNTINGS CAN 9E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION "ED BID EOF SEE sclem" ED A .t ° .1 4 ^.:.. 1 c c .t• .: e',. x ;i �. fx i , zx .11 ..,' i -1 I.+.a CL DE7A1���F.#�j� OPTION � L FOR {�,E SAFETY STORM PANEL SYSTEM i/4f xAC i S ¢�. wf �O E,�i^�j�{G 11YOQD STI2Ui`TURES F.�, � 1CAi7FR t16 1 I r4pq66Cp wal�ir aCYBn' s1+�•i ,2 1/T• P.C. At!'EIitNATiVE i �,I11C ttN 'T V# E 2 1 iJe'Nh , tR' YACpu$: o t�.)I/,�N• I ,110)i 11 t oa � dd m t " EAR e ( z At �4 pp�O t AE41HRbr� ` 1 ALTERt�'ATIW� ' i . ' 1/+9n.Y8/S unrD eRa� e/ 14•�- PMEIIAUE rENNE � 6N AI---TEEtyTIVI� �y.QQD FRAME CQNDII`IO�, ANCHOR Q ATG 1O�IS PF�KRtlii114rli ro " 1 ' 6cG0 SC1Te a/e" . i• P1AR NOTE - SMI'R[R TAAfJif NW saoYr+ Pqe CO6g11` WALL MOOMAN UNTING TIVJ<. LION p 71tt/T� weE: a/e• • 1• NSF'':: FWRIDA BLHLDING CODE NI Yitoa Nurr)a¢ne Zone ND• _ omta nttoo.,Ap 20 GAf� GALVANIZED STEEL STORM PANFI '�, . 1.6PS1AL1A11DN4 ATdL ¢NlY IA4,O 1NNDNU4 wml Ado. oEytNl L¢A46 w m' m/26/26z6 4555. =72:C Aai PAr+Ea's tfdlalN ¢P 1D 6'-e'. y��j`• , FL R1Q. ' - -_ � , :- AL. PROTECTION PRODUCTS, U.C. A, as NLw xzoD F'RANE 1SRA81RYgTCN wood Ma1leFK5 ,¢ dE SOUPe3nA 'A4, fiF$'• • i t,.� 0-1 Nr• SaL TR oYa PpJE Ni. 1a wJ SPf%S'IC RE1FaA1' OF 035 CR EOUM. H a'ij • p1. ��at`p k A�I t• fir. P..as7,4 �AlrftflTR tt1p'Au +� � !)iW f11�1 aiea r 1#o8r� . rA1s: t6sc)Ne6-tw:r' 20-17@. o :Ra r 4aiU A7r-+Nn r r Ra: R.E. aPrufslwlgWp'E wAt aA-o�rrr�.. re ,�, a - eicEr ra Cr to N L V C N �- Q O Q L Q a z z w Jrz C t9 C.B N r/a CO 69 ;a c e9CL (D U O U v W Q = Z Z Q J f1 SHEET N0. SH 1.1, b4A1:OR !�3 SPACING "._,3`•� DETAIL 9 • FLOOR i�4?�.I'1310 INSTAION (, MCCA,IL TO '�`HEDUi� �1 WIL- 3116' - 141A, MAXIMUM A.S. I l .PR IIBRAT NO (Zo.f.). AND CORFIE�P MAXIMUM PANEL LENGTH V mI�I u AAPPIG'"W&Y re sE Ns I ¢ a sic- *, IN LIM 9EElY''iIM PAWL MEW an SWM Y31. > •<n upmk OF 1M-6RP Clu-6t R wwn m" 0 pfflelE KAe t to On= i iA,dtllilse Pt!!Fi Wsearcm o w70>AEIE eoxeRerE W moo, � To ro OFCONS ul uT1e71 � ye ) 6' NA NA NA 8' NA fi' A- 5" NA Ia2 J / f NJ / (rOP) 55.6. -710 ..6" 7' 9' r _ r 1" 1" 1" 1• 1 (BOTTWS) W-W OR Lm ;.6 N/A N/A N/A 5' N/A 8' WA 8" N/A I a 2 001 +$5D •-72.0 1" $' 0' 7 1 f2" $' 1' g` S' t (BOTTOM) 5"-O` TO r-6' .b° NjA N/R NfA 6"� WA 1^ NJA: 6' xfA 1 !k z'('tOP) ...,..8• I (WITTOMM) 0.S.i9. , SsAO a EJrNn. FWIi tl1P OtM1YE) Vol (SRO a i.1a nm6 taA 9g At7 a- YA1CY11Y PAN LERM 1' (ft +48.2 --61A - 3•. 3• 4 1 2 - 4 1J2" 2 (BOTTOM) r-5` OR LASS +52.0 --am ' 8' }" # `• + 2 (R mm) r-8" OR LESS'. +56D -710 2 1/2' 2 I/2` 4 ) 3 1/2• 2 (soTmW r-5" OR LESS +STD -72.D. 2 1/2' 2 I/2" tt/A ' NJA 2 (BOTTOM) 7'-B` TO S'-•O" ,h55A -72.0: N/A N/A 9` ( .3• - 2 (BUTTOIM Y-T)' 7O 8'�6' il'eeaA, AAA 0O110N Lis DILL[ ,CIYM 1elA.at YWRCPI! rW11 rRR�1a1WAY° � m aAW eerelll°N 14e.0. -Tle S-e` 2 3/tl ull6tl® SEE>oW i6 Fm NICHM rft a smw Im IWEVAtli0/IS Mro woaf nt" IRmm& IIMWa ARt:HO6 ePACm NA.6"40 am fA mm A� Nn,40Ee CN Rai aGrD7NF. ECN LP. iAlY 11MNtt10iGREG ON SCArEWaE ftEBLiG`f ANCl6Nt SPSY.YAa HY tAA1aKY6q ePAC6dG SbICNN 6N SCIRCUIL M 61E fIXLCNYl6 FACfpB. rCA t116 OPERATION W eS P059B1L. AtDIIQA 3PA�ICC -` E6 IISNG FACRXt SINLL NOT 9E Ltl4 niAPi Ww1"Rt SAMSNC iIp1CA1Ed P6R NiCir ANCNBR 7YFE K leXalOR9 LEGEra6. J6I4A101! m t/M i/et, 1 _ 1 A•• ,/44 maw OF �Mn. AM" VA04 - a a 3 a R IAt tmEAa,Awtra TAn) 3 3 3 3 3 6.e Nw Yid (W 3 # a ,/2 3 ,/A...'. 4 Mft m DINE MCTPR .. .IQ ,;• tm 7m - im ; 3 31 - rm - im MAXIM! M A.S.11. DESIGN PR _RATIHrA �teie NO98R Q MAXIMUM ANCHOR $P LNG IHEDUJ L EQ11 A IUtt STQgM PANELS itj TALI AT{ON5 I= EXI LNG �C,,O`�NCRIM & CONCRETE BLQ+11(C STRUCTURES (VALID ONLY FOR PANELStt./r QW51AL INSTALLATIONS AS PER SECTIONS 1 THOU 10. ON SNEiTS 4, 5 A 8) am 1i101Nn �R a .. ��tFylt•"'s7 FLORIDA WILDING CODE NTOh Yeleo Nu Carlo Zone r NO, 4187 = coo '" ce. W_ 20 GAGE GALVANIZED STEEL STORM PANEL WA a: s. •, �. * t"`s s'* _ "'9 rrar,rAr"w oU6A/sbas _ PROTECTION PRODUCTS, LLC. pAm d. tt. tr O IN6. .� t 6 � � : . I emar iT) F � ra. , aaT 9 � ')'$J//• .A ,,.. runpp, 1r a°,, . rL s,r. Pfw,iE c66r-?a+a FA-t: (6a+)wa6-aTe) 2G-t 7G - -�/t M L {'• : tar. { lmV+69.N1p .. . t:e0.:. -Prat 1Ig11N £ 54A(J3XMMWP6/W1E. rt��d 6 a* r".t °a' _ w. flgnriq We. IYitl1ARt 1LOaArtl Alb Stk,� i8R Ed, : 3 f/2' "' - ABD. OtiSICAt 91PCCN # tAP-CRP CtlX-iN i'N1Et3MTE FFY14E ID PAN6�WiE 0.$B. S(31A: 9EF API+UOiBE'm � - SlxtgAt3 / k xIN6NUN PA5'EY: ixNDMC m m m W TC ro ANY CONwA,nuA LOILIH t` in.) far m CO1rA'ETE W edKRErE m Ca�nLrE t ra sr�NacrE o W roNe1¢rE a Fro etc: aF 1iw fi NIA N/A N/A 8' NIA 6' 14/A e` N/A N/A NIA 1 (TOP) $" 4" N/A N/A 8" 6' 6" fi" ;S' 8' N%A NIA 1 (Bc)TTON) B" N/A N/A N/A $" NjA 8` N/A 6' NfA N/A NJA. 2 (TOP) 6' N/A 9N/A N/A B• N/A "5" N/A 5' N/A WA NjA 2 (BOTTQMI 55.6. �2.0 $' N/A N/A N/A $• N/A 6' N/A 5" N/A WA N/A 3 A 4 (TOP) :S7"�S't0, 8'-�" / NjA N/A 3 (HO710Y) '. N/A NJA N/A fi" N/A 8' N/A $' NjA N/A NfA 7 (TOP) 6" 4" N/A NIA fi• 5` B' 5' $" fi' NJA N/A 4 A 7 (BOROM) WA N/A 12 1/Y 8 1f4' 12 iJ2' $ 1f4" H 1/4` 6 I/C B ij'1" 6 1/4" N/A N/A 5 (roPJentrt>v1j -50.0, -53,a NJA N/A 12 1/Y B T/4" i2 1/2` � fja 6 tJ4' 8 i/A' 6 ijA' 8 }fA' N/A NJA 6 (iQP/80TTOAi) '-fi" TO S1'-2' '$50. -72:0 N/A NfA 5 1/4' NIA 6 tJ4" N/A 6 Ile 8 tj4' 8 i/4` S 1J4" N/A N/A 8 {TOP/BOTTOM) '-8'TO 11•-2' N/A NIA _ N/A N/A N/A N/A- NJA N/A 6 1/4` S tf4' S if4• 5 i/4' 8. 9. 10 (POP) _,{8:0 L LI/A.' <" NJA N/A N/A N/A N/A N/A $' 6' B 1/4' 6 L/4" fi (fimTDY) OR LESS OR 1:fSS 4" N/A. .NJA NJA fifA .NJA. N/A 6' NJA.. .NjA.. NJA : NJA NjA N/A. N/A 6 )J4" fi I/4` $ If4' $ 1/4" to (BOTTOM) SCE SFRiTS 10. t1 ANB Al rOd4 NiGianS'IVP€ k ]PttANA Fl�� 6rt0 wood FTWxE . MN6WM ItICNOR >iPM]Nfi3 INTO IMpL6oN 1LBE DtSTArArd ARE A'DICATED ON INS SCHEDULE ffbl [D. tffi TI4Ni INCItMED OI/ 501RLIXE RE�rTZ NIDNOT SPPC66+ et rAll:Tfpi.'RIIO 9PAC6ID Sfio4M ON St61�U1E fir: ntE :tRA¢erao FACTORS. Pae �i Ta � POSSE. RmuCW SPAC676 06tAAQ0 FACTOR ".A14LL NOT 5E LEt➢6 11VAN 1gA11UAf SPACan'. POR FACN HICM011 TYPE At ANC11a15 LED1@. ANfaQY TA[ 1/A� .'.,J41 - 1J41 tJsi 1J4'a 1J0.. va-aP O' wuu-6r snAr.n IIb,. A6CN64 6AACM6 Qn,) «egrasn.a oP"aw 1e.3 9 3 s a s aa/x 1.0.Ab1 C"eaA flh,k OU a 3 3.1J2. s Vl 4 ACION. FS DOE OIIDMO� FA-C7011 yi. 4a6 fA6 - 1m as - a,..• 7.W - Im ,.10 iat, glum. mu"Am SOME 3f6�1" )iL A. lNSTALLAMONS FOR ALTERNATNES 811 SW A TOW ONLY VALID FOR SUNOWSS WITH AS;O, DESIGN LOADS UP TO. +43.8, -48.0 P•e.1. AND PANWS LENOTH UP TO 12•-4"' 2, FOR. NEW WOOD FRAME CONSTRUCIIOW. WOOD MEMSM TO BE SOUTHERN TOP d 90TTOL1 MOUNTINGS CAN 9E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION "ED BID EOF SEE sclem" ED A .t ° .1 4 ^.:.. 1 c c .t• .: e',. x ;i �. fx i , zx .11 ..,' i -1 I.+.a CL DE7A1���F.#�j� OPTION � L FOR {�,E SAFETY STORM PANEL SYSTEM i/4f xAC i S ¢�. wf �O E,�i^�j�{G 11YOQD STI2Ui`TURES F.�, � 1CAi7FR t16 1 I r4pq66Cp wal�ir aCYBn' s1+�•i ,2 1/T• P.C. At!'EIitNATiVE i �,I11C ttN 'T V# E 2 1 iJe'Nh , tR' YACpu$: o t�.)I/,�N• I ,110)i 11 t oa � dd m t " EAR e ( z At �4 pp�O t AE41HRbr� ` 1 ALTERt�'ATIW� ' i . ' 1/+9n.Y8/S unrD eRa� e/ 14•�- PMEIIAUE rENNE � 6N AI---TEEtyTIVI� �y.QQD FRAME CQNDII`IO�, ANCHOR Q ATG 1O�IS PF�KRtlii114rli ro " 1 ' 6cG0 SC1Te a/e" . i• P1AR NOTE - SMI'R[R TAAfJif NW saoYr+ Pqe CO6g11` WALL MOOMAN UNTING TIVJ<. LION p 71tt/T� weE: a/e• • 1• NSF'':: FWRIDA BLHLDING CODE NI Yitoa Nurr)a¢ne Zone ND• _ omta nttoo.,Ap 20 GAf� GALVANIZED STEEL STORM PANFI '�, . 1.6PS1AL1A11DN4 ATdL ¢NlY IA4,O 1NNDNU4 wml Ado. oEytNl L¢A46 w m' m/26/26z6 4555. =72:C Aai PAr+Ea's tfdlalN ¢P 1D 6'-e'. y��j`• , FL R1Q. ' - -_ � , :- AL. PROTECTION PRODUCTS, U.C. A, as NLw xzoD F'RANE 1SRA81RYgTCN wood Ma1leFK5 ,¢ dE SOUPe3nA 'A4, fiF$'• • i t,.� 0-1 Nr• SaL TR oYa PpJE Ni. 1a wJ SPf%S'IC RE1FaA1' OF 035 CR EOUM. H a'ij • p1. ��at`p k A�I t• fir. P..as7,4 �AlrftflTR tt1p'Au +� � !)iW f11�1 aiea r 1#o8r� . rA1s: t6sc)Ne6-tw:r' 20-17@. o :Ra r 4aiU A7r-+Nn r r Ra: R.E. aPrufslwlgWp'E wAt aA-o�rrr�.. re ,�, a - eicEr ra Cr to N L V C N �- Q O Q L Q a z z w Jrz C t9 C.B N r/a CO 69 ;a c e9CL (D U O U v W Q = Z Z Q J f1 SHEET N0. SH 1.1, 0.S.i9. , SsAO a EJrNn. FWIi tl1P OtM1YE) Vol (SRO a i.1a nm6 taA 9g At7 a- YA1CY11Y PAN LERM 1' (ft +48.2 --61A - 3•. 3• 4 1 2 - 4 1J2" 2 (BOTTOM) r-5` OR LASS +52.0 --am ' 8' }" # `• + 2 (R mm) r-8" OR LESS'. +56D -710 2 1/2' 2 I/2` 4 ) 3 1/2• 2 (soTmW r-5" OR LESS +STD -72.D. 2 1/2' 2 I/2" tt/A ' NJA 2 (BOTTOM) 7'-B` TO S'-•O" ,h55A -72.0: N/A N/A 9` ( .3• - 2 (BUTTOIM Y-T)' 7O 8'�6' il'eeaA, AAA 0O110N Lis DILL[ ,CIYM 1elA.at YWRCPI! rW11 rRR�1a1WAY° � m aAW eerelll°N 14e.0. -Tle S-e` 2 3/tl ull6tl® SEE>oW i6 Fm NICHM rft a smw Im IWEVAtli0/IS Mro woaf nt" IRmm& IIMWa ARt:HO6 ePACm NA.6"40 am fA mm A� Nn,40Ee CN Rai aGrD7NF. ECN LP. iAlY 11MNtt10iGREG ON SCArEWaE ftEBLiG`f ANCl6Nt SPSY.YAa HY tAA1aKY6q ePAC6dG SbICNN 6N SCIRCUIL M 61E fIXLCNYl6 FACfpB. rCA t116 OPERATION W eS P059B1L. AtDIIQA 3PA�ICC -` E6 IISNG FACRXt SINLL NOT 9E Ltl4 niAPi Ww1"Rt SAMSNC iIp1CA1Ed P6R NiCir ANCNBR 7YFE K leXalOR9 LEGEra6. J6I4A101! m t/M i/et, 1 _ 1 A•• ,/44 maw OF �Mn. AM" VA04 - a a 3 a R IAt tmEAa,Awtra TAn) 3 3 3 3 3 6.e Nw Yid (W 3 # a ,/2 3 ,/A...'. 4 Mft m DINE MCTPR .. .IQ ,;• tm 7m - im ; 3 31 - rm - im MAXIM! M A.S.11. DESIGN PR _RATIHrA �teie NO98R Q MAXIMUM ANCHOR $P LNG IHEDUJ L EQ11 A IUtt STQgM PANELS itj TALI AT{ON5 I= EXI LNG �C,,O`�NCRIM & CONCRETE BLQ+11(C STRUCTURES (VALID ONLY FOR PANELStt./r QW51AL INSTALLATIONS AS PER SECTIONS 1 THOU 10. ON SNEiTS 4, 5 A 8) am 1i101Nn �R a .. ��tFylt•"'s7 FLORIDA WILDING CODE NTOh Yeleo Nu Carlo Zone r NO, 4187 = coo '" ce. 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S(31A: 9EF API+UOiBE'm � - SlxtgAt3 / k xIN6NUN PA5'EY: ixNDMC m m m W TC ro ANY CONwA,nuA LOILIH t` in.) far m CO1rA'ETE W edKRErE m Ca�nLrE t ra sr�NacrE o W roNe1¢rE a Fro etc: aF 1iw fi NIA N/A N/A 8' NIA 6' 14/A e` N/A N/A NIA 1 (TOP) $" 4" N/A N/A 8" 6' 6" fi" ;S' 8' N%A NIA 1 (Bc)TTON) B" N/A N/A N/A $" NjA 8` N/A 6' NfA N/A NJA. 2 (TOP) 6' N/A 9N/A N/A B• N/A "5" N/A 5' N/A WA NjA 2 (BOTTQMI 55.6. �2.0 $' N/A N/A N/A $• N/A 6' N/A 5" N/A WA N/A 3 A 4 (TOP) :S7"�S't0, 8'-�" / NjA N/A 3 (HO710Y) '. N/A NJA N/A fi" N/A 8' N/A $' NjA N/A NfA 7 (TOP) 6" 4" N/A NIA fi• 5` B' 5' $" fi' NJA N/A 4 A 7 (BOROM) WA N/A 12 1/Y 8 1f4' 12 iJ2' $ 1f4" H 1/4` 6 I/C B ij'1" 6 1/4" N/A N/A 5 (roPJentrt>v1j -50.0, -53,a NJA N/A 12 1/Y B T/4" i2 1/2` � fja 6 tJ4' 8 i/A' 6 ijA' 8 }fA' N/A NJA 6 (iQP/80TTOAi) '-fi" TO S1'-2' '$50. -72:0 N/A NfA 5 1/4' NIA 6 tJ4" N/A 6 Ile 8 tj4' 8 i/4` S 1J4" N/A N/A 8 {TOP/BOTTOM) '-8'TO 11•-2' N/A NIA _ N/A N/A N/A N/A- NJA N/A 6 1/4` S tf4' S if4• 5 i/4' 8. 9. 10 (POP) _,{8:0 L LI/A.' <" NJA N/A N/A N/A N/A N/A $' 6' B 1/4' 6 L/4" fi (fimTDY) OR LESS OR 1:fSS 4" N/A. .NJA NJA fifA .NJA. N/A 6' NJA.. .NjA.. NJA : NJA NjA N/A. N/A 6 )J4" fi I/4` $ If4' $ 1/4" to (BOTTOM) SCE SFRiTS 10. t1 ANB Al rOd4 NiGianS'IVP€ k ]PttANA Fl�� 6rt0 wood FTWxE . MN6WM ItICNOR >iPM]Nfi3 INTO IMpL6oN 1LBE DtSTArArd ARE A'DICATED ON INS SCHEDULE ffbl [D. tffi TI4Ni INCItMED OI/ 501RLIXE RE�rTZ NIDNOT SPPC66+ et rAll:Tfpi.'RIIO 9PAC6ID Sfio4M ON St61�U1E fir: ntE :tRA¢erao FACTORS. Pae �i Ta � POSSE. RmuCW SPAC676 06tAAQ0 FACTOR ".A14LL NOT 5E LEt➢6 11VAN 1gA11UAf SPACan'. POR FACN HICM011 TYPE At ANC11a15 LED1@. ANfaQY TA[ 1/A� .'.,J41 - 1J41 tJsi 1J4'a 1J0.. va-aP O' wuu-6r snAr.n IIb,. A6CN64 6AACM6 Qn,) «egrasn.a oP"aw 1e.3 9 3 s a s aa/x 1.0.Ab1 C"eaA flh,k OU a 3 3.1J2. s Vl 4 ACION. FS DOE OIIDMO� FA-C7011 yi. 4a6 fA6 - 1m as - a,..• 7.W - Im ,.10 iat, glum. mu"Am SOME 3f6�1" )iL A. lNSTALLAMONS FOR ALTERNATNES 811 SW A TOW ONLY VALID FOR SUNOWSS WITH AS;O, DESIGN LOADS UP TO. +43.8, -48.0 P•e.1. AND PANWS LENOTH UP TO 12•-4"' 2, FOR. NEW WOOD FRAME CONSTRUCIIOW. WOOD MEMSM TO BE SOUTHERN TOP d 90TTOL1 MOUNTINGS CAN 9E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION "ED BID EOF SEE sclem" ED A .t ° .1 4 ^.:.. 1 c c .t• .: e',. x ;i �. fx i , zx .11 ..,' i -1 I.+.a CL DE7A1���F.#�j� OPTION � L FOR {�,E SAFETY STORM PANEL SYSTEM i/4f xAC i S ¢�. wf �O E,�i^�j�{G 11YOQD STI2Ui`TURES F.�, � 1CAi7FR t16 1 I r4pq66Cp wal�ir aCYBn' s1+�•i ,2 1/T• P.C. At!'EIitNATiVE i �,I11C ttN 'T V# E 2 1 iJe'Nh , tR' YACpu$: o t�.)I/,�N• I ,110)i 11 t oa � dd m t " EAR e ( z At �4 pp�O t AE41HRbr� ` 1 ALTERt�'ATIW� ' i . ' 1/+9n.Y8/S unrD eRa� e/ 14•�- PMEIIAUE rENNE � 6N AI---TEEtyTIVI� �y.QQD FRAME CQNDII`IO�, ANCHOR Q ATG 1O�IS PF�KRtlii114rli ro " 1 ' 6cG0 SC1Te a/e" . i• P1AR NOTE - SMI'R[R TAAfJif NW saoYr+ Pqe CO6g11` WALL MOOMAN UNTING TIVJ<. LION p 71tt/T� weE: a/e• • 1• NSF'':: FWRIDA BLHLDING CODE NI Yitoa Nurr)a¢ne Zone ND• _ omta nttoo.,Ap 20 GAf� GALVANIZED STEEL STORM PANFI '�, . 1.6PS1AL1A11DN4 ATdL ¢NlY IA4,O 1NNDNU4 wml Ado. oEytNl L¢A46 w m' m/26/26z6 4555. =72:C Aai PAr+Ea's tfdlalN ¢P 1D 6'-e'. y��j`• , FL R1Q. ' - -_ � , :- AL. PROTECTION PRODUCTS, U.C. A, as NLw xzoD F'RANE 1SRA81RYgTCN wood Ma1leFK5 ,¢ dE SOUPe3nA 'A4, fiF$'• • i t,.� 0-1 Nr• SaL TR oYa PpJE Ni. 1a wJ SPf%S'IC RE1FaA1' OF 035 CR EOUM. H a'ij • p1. ��at`p k A�I t• fir. P..as7,4 �AlrftflTR tt1p'Au +� � !)iW f11�1 aiea r 1#o8r� . rA1s: t6sc)Ne6-tw:r' 20-17@. o :Ra r 4aiU A7r-+Nn r r Ra: R.E. aPrufslwlgWp'E wAt aA-o�rrr�.. re ,�, a - eicEr ra Cr to N L V C N �- Q O Q L Q a z z w Jrz C t9 C.B N r/a CO 69 ;a c e9CL (D U O U v W Q = Z Z Q J f1 SHEET N0. SH 1.1, il'eeaA, AAA 0O110N Lis DILL[ ,CIYM 1elA.at YWRCPI! rW11 rRR�1a1WAY° � m aAW eerelll°N 14e.0. -Tle S-e` 2 3/tl ull6tl® SEE>oW i6 Fm NICHM rft a smw Im IWEVAtli0/IS Mro woaf nt" IRmm& IIMWa ARt:HO6 ePACm NA.6"40 am fA mm A� Nn,40Ee CN Rai aGrD7NF. ECN LP. iAlY 11MNtt10iGREG ON SCArEWaE ftEBLiG`f ANCl6Nt SPSY.YAa HY tAA1aKY6q ePAC6dG SbICNN 6N SCIRCUIL M 61E fIXLCNYl6 FACfpB. rCA t116 OPERATION W eS P059B1L. AtDIIQA 3PA�ICC -` E6 IISNG FACRXt SINLL NOT 9E Ltl4 niAPi Ww1"Rt SAMSNC iIp1CA1Ed P6R NiCir ANCNBR 7YFE K leXalOR9 LEGEra6. J6I4A101! m t/M i/et, 1 _ 1 A•• ,/44 maw OF �Mn. AM" VA04 - a a 3 a R IAt tmEAa,Awtra TAn) 3 3 3 3 3 6.e Nw Yid (W 3 # a ,/2 3 ,/A...'. 4 Mft m DINE MCTPR .. .IQ ,;• tm 7m - im ; 3 31 - rm - im MAXIM! M A.S.11. DESIGN PR _RATIHrA �teie NO98R Q MAXIMUM ANCHOR $P LNG IHEDUJ L EQ11 A IUtt STQgM PANELS itj TALI AT{ON5 I= EXI LNG �C,,O`�NCRIM & CONCRETE BLQ+11(C STRUCTURES (VALID ONLY FOR PANELStt./r QW51AL INSTALLATIONS AS PER SECTIONS 1 THOU 10. ON SNEiTS 4, 5 A 8) am 1i101Nn �R a .. ��tFylt•"'s7 FLORIDA WILDING CODE NTOh Yeleo Nu Carlo Zone r NO, 4187 = coo '" ce. W_ 20 GAGE GALVANIZED STEEL STORM PANEL WA a: s. •, �. * t"`s s'* _ "'9 rrar,rAr"w oU6A/sbas _ PROTECTION PRODUCTS, LLC. pAm d. tt. tr O IN6. .� t 6 � � : . I emar iT) F � ra. , aaT 9 � ')'$J//• .A ,,.. runpp, 1r a°,, . rL s,r. Pfw,iE c66r-?a+a FA-t: (6a+)wa6-aTe) 2G-t 7G - -�/t M L {'• : tar. { lmV+69.N1p .. . t:e0.:. -Prat 1Ig11N £ 54A(J3XMMWP6/W1E. rt��d 6 a* r".t °a' _ w. flgnriq We. IYitl1ARt 1LOaArtl Alb Stk,� i8R Ed, : 3 f/2' "' - ABD. OtiSICAt 91PCCN # tAP-CRP CtlX-iN i'N1Et3MTE FFY14E ID PAN6�WiE 0.$B. S(31A: 9EF API+UOiBE'm � - SlxtgAt3 / k xIN6NUN PA5'EY: ixNDMC m m m W TC ro ANY CONwA,nuA LOILIH t` in.) far m CO1rA'ETE W edKRErE m Ca�nLrE t ra sr�NacrE o W roNe1¢rE a Fro etc: aF 1iw fi NIA N/A N/A 8' NIA 6' 14/A e` N/A N/A NIA 1 (TOP) $" 4" N/A N/A 8" 6' 6" fi" ;S' 8' N%A NIA 1 (Bc)TTON) B" N/A N/A N/A $" NjA 8` N/A 6' NfA N/A NJA. 2 (TOP) 6' N/A 9N/A N/A B• N/A "5" N/A 5' N/A WA NjA 2 (BOTTQMI 55.6. �2.0 $' N/A N/A N/A $• N/A 6' N/A 5" N/A WA N/A 3 A 4 (TOP) :S7"�S't0, 8'-�" / NjA N/A 3 (HO710Y) '. N/A NJA N/A fi" N/A 8' N/A $' NjA N/A NfA 7 (TOP) 6" 4" N/A NIA fi• 5` B' 5' $" fi' NJA N/A 4 A 7 (BOROM) WA N/A 12 1/Y 8 1f4' 12 iJ2' $ 1f4" H 1/4` 6 I/C B ij'1" 6 1/4" N/A N/A 5 (roPJentrt>v1j -50.0, -53,a NJA N/A 12 1/Y B T/4" i2 1/2` � fja 6 tJ4' 8 i/A' 6 ijA' 8 }fA' N/A NJA 6 (iQP/80TTOAi) '-fi" TO S1'-2' '$50. -72:0 N/A NfA 5 1/4' NIA 6 tJ4" N/A 6 Ile 8 tj4' 8 i/4` S 1J4" N/A N/A 8 {TOP/BOTTOM) '-8'TO 11•-2' N/A NIA _ N/A N/A N/A N/A- NJA N/A 6 1/4` S tf4' S if4• 5 i/4' 8. 9. 10 (POP) _,{8:0 L LI/A.' <" NJA N/A N/A N/A N/A N/A $' 6' B 1/4' 6 L/4" fi (fimTDY) OR LESS OR 1:fSS 4" N/A. .NJA NJA fifA .NJA. N/A 6' NJA.. .NjA.. NJA : NJA NjA N/A. N/A 6 )J4" fi I/4` $ If4' $ 1/4" to (BOTTOM) SCE SFRiTS 10. t1 ANB Al rOd4 NiGianS'IVP€ k ]PttANA Fl�� 6rt0 wood FTWxE . MN6WM ItICNOR >iPM]Nfi3 INTO IMpL6oN 1LBE DtSTArArd ARE A'DICATED ON INS SCHEDULE ffbl [D. tffi TI4Ni INCItMED OI/ 501RLIXE RE�rTZ NIDNOT SPPC66+ et rAll:Tfpi.'RIIO 9PAC6ID Sfio4M ON St61�U1E fir: ntE :tRA¢erao FACTORS. Pae �i Ta � POSSE. RmuCW SPAC676 06tAAQ0 FACTOR ".A14LL NOT 5E LEt➢6 11VAN 1gA11UAf SPACan'. POR FACN HICM011 TYPE At ANC11a15 LED1@. ANfaQY TA[ 1/A� .'.,J41 - 1J41 tJsi 1J4'a 1J0.. va-aP O' wuu-6r snAr.n IIb,. A6CN64 6AACM6 Qn,) «egrasn.a oP"aw 1e.3 9 3 s a s aa/x 1.0.Ab1 C"eaA flh,k OU a 3 3.1J2. s Vl 4 ACION. FS DOE OIIDMO� FA-C7011 yi. 4a6 fA6 - 1m as - a,..• 7.W - Im ,.10 iat, glum. mu"Am SOME 3f6�1" )iL A. lNSTALLAMONS FOR ALTERNATNES 811 SW A TOW ONLY VALID FOR SUNOWSS WITH AS;O, DESIGN LOADS UP TO. +43.8, -48.0 P•e.1. AND PANWS LENOTH UP TO 12•-4"' 2, FOR. NEW WOOD FRAME CONSTRUCIIOW. WOOD MEMSM TO BE SOUTHERN TOP d 90TTOL1 MOUNTINGS CAN 9E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION "ED BID EOF SEE sclem" ED A .t ° .1 4 ^.:.. 1 c c .t• .: e',. x ;i �. fx i , zx .11 ..,' i -1 I.+.a CL DE7A1���F.#�j� OPTION � L FOR {�,E SAFETY STORM PANEL SYSTEM i/4f xAC i S ¢�. wf �O E,�i^�j�{G 11YOQD STI2Ui`TURES F.�, � 1CAi7FR t16 1 I r4pq66Cp wal�ir aCYBn' s1+�•i ,2 1/T• P.C. At!'EIitNATiVE i �,I11C ttN 'T V# E 2 1 iJe'Nh , tR' YACpu$: o t�.)I/,�N• I ,110)i 11 t oa � dd m t " EAR e ( z At �4 pp�O t AE41HRbr� ` 1 ALTERt�'ATIW� ' i . ' 1/+9n.Y8/S unrD eRa� e/ 14•�- PMEIIAUE rENNE � 6N AI---TEEtyTIVI� �y.QQD FRAME CQNDII`IO�, ANCHOR Q ATG 1O�IS PF�KRtlii114rli ro " 1 ' 6cG0 SC1Te a/e" . i• P1AR NOTE - SMI'R[R TAAfJif NW saoYr+ Pqe CO6g11` WALL MOOMAN UNTING TIVJ<. LION p 71tt/T� weE: a/e• • 1• NSF'':: FWRIDA BLHLDING CODE NI Yitoa Nurr)a¢ne Zone ND• _ omta nttoo.,Ap 20 GAf� GALVANIZED STEEL STORM PANFI '�, . 1.6PS1AL1A11DN4 ATdL ¢NlY IA4,O 1NNDNU4 wml Ado. oEytNl L¢A46 w m' m/26/26z6 4555. =72:C Aai PAr+Ea's tfdlalN ¢P 1D 6'-e'. y��j`• , FL R1Q. ' - -_ � , :- AL. PROTECTION PRODUCTS, U.C. A, as NLw xzoD F'RANE 1SRA81RYgTCN wood Ma1leFK5 ,¢ dE SOUPe3nA 'A4, fiF$'• • i t,.� 0-1 Nr• SaL TR oYa PpJE Ni. 1a wJ SPf%S'IC RE1FaA1' OF 035 CR EOUM. H a'ij • p1. ��at`p k A�I t• fir. P..as7,4 �AlrftflTR tt1p'Au +� � !)iW f11�1 aiea r 1#o8r� . rA1s: t6sc)Ne6-tw:r' 20-17@. o :Ra r 4aiU A7r-+Nn r r Ra: R.E. aPrufslwlgWp'E wAt aA-o�rrr�.. re ,�, a - eicEr ra Cr to N L V C N �- Q O Q L Q a z z w Jrz C t9 C.B N r/a CO 69 ;a c e9CL (D U O U v W Q = Z Z Q J f1 SHEET N0. SH 1.1, SEE>oW i6 Fm NICHM rft a smw Im IWEVAtli0/IS Mro woaf nt" IRmm& IIMWa ARt:HO6 ePACm NA.6"40 am fA mm A� Nn,40Ee CN Rai aGrD7NF. ECN LP. iAlY 11MNtt10iGREG ON SCArEWaE ftEBLiG`f ANCl6Nt SPSY.YAa HY tAA1aKY6q ePAC6dG SbICNN 6N SCIRCUIL M 61E fIXLCNYl6 FACfpB. rCA t116 OPERATION W eS P059B1L. AtDIIQA 3PA�ICC -` E6 IISNG FACRXt SINLL NOT 9E Ltl4 niAPi Ww1"Rt SAMSNC iIp1CA1Ed P6R NiCir ANCNBR 7YFE K leXalOR9 LEGEra6. J6I4A101! m t/M i/et, 1 _ 1 A•• ,/44 maw OF �Mn. AM" VA04 - a a 3 a R IAt tmEAa,Awtra TAn) 3 3 3 3 3 6.e Nw Yid (W 3 # a ,/2 3 ,/A...'. 4 Mft m DINE MCTPR .. .IQ ,;• tm 7m - im ; 3 31 - rm - im MAXIM! M A.S.11. DESIGN PR _RATIHrA �teie NO98R Q MAXIMUM ANCHOR $P LNG IHEDUJ L EQ11 A IUtt STQgM PANELS itj TALI AT{ON5 I= EXI LNG �C,,O`�NCRIM & CONCRETE BLQ+11(C STRUCTURES (VALID ONLY FOR PANELStt./r QW51AL INSTALLATIONS AS PER SECTIONS 1 THOU 10. ON SNEiTS 4, 5 A 8) am 1i101Nn �R a .. ��tFylt•"'s7 FLORIDA WILDING CODE NTOh Yeleo Nu Carlo Zone r NO, 4187 = coo '" ce. W_ 20 GAGE GALVANIZED STEEL STORM PANEL WA a: s. •, �. * t"`s s'* _ "'9 rrar,rAr"w oU6A/sbas _ PROTECTION PRODUCTS, LLC. pAm d. tt. tr O IN6. .� t 6 � � : . I emar iT) F � ra. , aaT 9 � ')'$J//• .A ,,.. runpp, 1r a°,, . rL s,r. Pfw,iE c66r-?a+a FA-t: (6a+)wa6-aTe) 2G-t 7G - -�/t M L {'• : tar. { lmV+69.N1p .. . t:e0.:. -Prat 1Ig11N £ 54A(J3XMMWP6/W1E. rt��d 6 a* r".t °a' _ w. flgnriq We. IYitl1ARt 1LOaArtl Alb Stk,� i8R Ed, : 3 f/2' "' - ABD. OtiSICAt 91PCCN # tAP-CRP CtlX-iN i'N1Et3MTE FFY14E ID PAN6�WiE 0.$B. S(31A: 9EF API+UOiBE'm � - SlxtgAt3 / k xIN6NUN PA5'EY: ixNDMC m m m W TC ro ANY CONwA,nuA LOILIH t` in.) far m CO1rA'ETE W edKRErE m Ca�nLrE t ra sr�NacrE o W roNe1¢rE a Fro etc: aF 1iw fi NIA N/A N/A 8' NIA 6' 14/A e` N/A N/A NIA 1 (TOP) $" 4" N/A N/A 8" 6' 6" fi" ;S' 8' N%A NIA 1 (Bc)TTON) B" N/A N/A N/A $" NjA 8` N/A 6' NfA N/A NJA. 2 (TOP) 6' N/A 9N/A N/A B• N/A "5" N/A 5' N/A WA NjA 2 (BOTTQMI 55.6. �2.0 $' N/A N/A N/A $• N/A 6' N/A 5" N/A WA N/A 3 A 4 (TOP) :S7"�S't0, 8'-�" / NjA N/A 3 (HO710Y) '. N/A NJA N/A fi" N/A 8' N/A $' NjA N/A NfA 7 (TOP) 6" 4" N/A NIA fi• 5` B' 5' $" fi' NJA N/A 4 A 7 (BOROM) WA N/A 12 1/Y 8 1f4' 12 iJ2' $ 1f4" H 1/4` 6 I/C B ij'1" 6 1/4" N/A N/A 5 (roPJentrt>v1j -50.0, -53,a NJA N/A 12 1/Y B T/4" i2 1/2` � fja 6 tJ4' 8 i/A' 6 ijA' 8 }fA' N/A NJA 6 (iQP/80TTOAi) '-fi" TO S1'-2' '$50. -72:0 N/A NfA 5 1/4' NIA 6 tJ4" N/A 6 Ile 8 tj4' 8 i/4` S 1J4" N/A N/A 8 {TOP/BOTTOM) '-8'TO 11•-2' N/A NIA _ N/A N/A N/A N/A- NJA N/A 6 1/4` S tf4' S if4• 5 i/4' 8. 9. 10 (POP) _,{8:0 L LI/A.' <" NJA N/A N/A N/A N/A N/A $' 6' B 1/4' 6 L/4" fi (fimTDY) OR LESS OR 1:fSS 4" N/A. .NJA NJA fifA .NJA. N/A 6' NJA.. .NjA.. NJA : NJA NjA N/A. N/A 6 )J4" fi I/4` $ If4' $ 1/4" to (BOTTOM) SCE SFRiTS 10. t1 ANB Al rOd4 NiGianS'IVP€ k ]PttANA Fl�� 6rt0 wood FTWxE . MN6WM ItICNOR >iPM]Nfi3 INTO IMpL6oN 1LBE DtSTArArd ARE A'DICATED ON INS SCHEDULE ffbl [D. tffi TI4Ni INCItMED OI/ 501RLIXE RE�rTZ NIDNOT SPPC66+ et rAll:Tfpi.'RIIO 9PAC6ID Sfio4M ON St61�U1E fir: ntE :tRA¢erao FACTORS. Pae �i Ta � POSSE. RmuCW SPAC676 06tAAQ0 FACTOR ".A14LL NOT 5E LEt➢6 11VAN 1gA11UAf SPACan'. POR FACN HICM011 TYPE At ANC11a15 LED1@. ANfaQY TA[ 1/A� .'.,J41 - 1J41 tJsi 1J4'a 1J0.. va-aP O' wuu-6r snAr.n IIb,. A6CN64 6AACM6 Qn,) «egrasn.a oP"aw 1e.3 9 3 s a s aa/x 1.0.Ab1 C"eaA flh,k OU a 3 3.1J2. s Vl 4 ACION. FS DOE OIIDMO� FA-C7011 yi. 4a6 fA6 - 1m as - a,..• 7.W - Im ,.10 iat, glum. mu"Am SOME 3f6�1" )iL A. lNSTALLAMONS FOR ALTERNATNES 811 SW A TOW ONLY VALID FOR SUNOWSS WITH AS;O, DESIGN LOADS UP TO. +43.8, -48.0 P•e.1. AND PANWS LENOTH UP TO 12•-4"' 2, FOR. NEW WOOD FRAME CONSTRUCIIOW. WOOD MEMSM TO BE SOUTHERN TOP d 90TTOL1 MOUNTINGS CAN 9E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION "ED BID EOF SEE sclem" ED A .t ° .1 4 ^.:.. 1 c c .t• .: e',. x ;i �. fx i , zx .11 ..,' i -1 I.+.a CL DE7A1���F.#�j� OPTION � L FOR {�,E SAFETY STORM PANEL SYSTEM i/4f xAC i S ¢�. wf �O E,�i^�j�{G 11YOQD STI2Ui`TURES F.�, � 1CAi7FR t16 1 I r4pq66Cp wal�ir aCYBn' s1+�•i ,2 1/T• P.C. At!'EIitNATiVE i �,I11C ttN 'T V# E 2 1 iJe'Nh , tR' YACpu$: o t�.)I/,�N• I ,110)i 11 t oa � dd m t " EAR e ( z At �4 pp�O t AE41HRbr� ` 1 ALTERt�'ATIW� ' i . ' 1/+9n.Y8/S unrD eRa� e/ 14•�- PMEIIAUE rENNE � 6N AI---TEEtyTIVI� �y.QQD FRAME CQNDII`IO�, ANCHOR Q ATG 1O�IS PF�KRtlii114rli ro " 1 ' 6cG0 SC1Te a/e" . i• P1AR NOTE - SMI'R[R TAAfJif NW saoYr+ Pqe CO6g11` WALL MOOMAN UNTING TIVJ<. LION p 71tt/T� weE: a/e• • 1• NSF'':: FWRIDA BLHLDING CODE NI Yitoa Nurr)a¢ne Zone ND• _ omta nttoo.,Ap 20 GAf� GALVANIZED STEEL STORM PANFI '�, . 1.6PS1AL1A11DN4 ATdL ¢NlY IA4,O 1NNDNU4 wml Ado. oEytNl L¢A46 w m' m/26/26z6 4555. =72:C Aai PAr+Ea's tfdlalN ¢P 1D 6'-e'. y��j`• , FL R1Q. ' - -_ � , :- AL. PROTECTION PRODUCTS, U.C. A, as NLw xzoD F'RANE 1SRA81RYgTCN wood Ma1leFK5 ,¢ dE SOUPe3nA 'A4, fiF$'• • i t,.� 0-1 Nr• SaL TR oYa PpJE Ni. 1a wJ SPf%S'IC RE1FaA1' OF 035 CR EOUM. H a'ij • p1. ��at`p k A�I t• fir. P..as7,4 �AlrftflTR tt1p'Au +� � !)iW f11�1 aiea r 1#o8r� . rA1s: t6sc)Ne6-tw:r' 20-17@. o :Ra r 4aiU A7r-+Nn r r Ra: R.E. aPrufslwlgWp'E wAt aA-o�rrr�.. re ,�, a - eicEr ra Cr to N L V C N �- Q O Q L Q a z z w Jrz C t9 C.B N r/a CO 69 ;a c e9CL (D U O U v W Q = Z Z Q J f1 SHEET N0. SH 1.1, MAXIM! M A.S.11. DESIGN PR _RATIHrA �teie NO98R Q MAXIMUM ANCHOR $P LNG IHEDUJ L EQ11 A IUtt STQgM PANELS itj TALI AT{ON5 I= EXI LNG �C,,O`�NCRIM & CONCRETE BLQ+11(C STRUCTURES (VALID ONLY FOR PANELStt./r QW51AL INSTALLATIONS AS PER SECTIONS 1 THOU 10. ON SNEiTS 4, 5 A 8) am 1i101Nn �R a .. ��tFylt•"'s7 FLORIDA WILDING CODE NTOh Yeleo Nu Carlo Zone r NO, 4187 = coo '" ce. W_ 20 GAGE GALVANIZED STEEL STORM PANEL WA a: s. •, �. * t"`s s'* _ "'9 rrar,rAr"w oU6A/sbas _ PROTECTION PRODUCTS, LLC. pAm d. tt. tr O IN6. .� t 6 � � : . I emar iT) F � ra. , aaT 9 � ')'$J//• .A ,,.. runpp, 1r a°,, . rL s,r. Pfw,iE c66r-?a+a FA-t: (6a+)wa6-aTe) 2G-t 7G - -�/t M L {'• : tar. { lmV+69.N1p .. . t:e0.:. -Prat 1Ig11N £ 54A(J3XMMWP6/W1E. rt��d 6 a* r".t °a' _ w. flgnriq We. IYitl1ARt 1LOaArtl Alb Stk,� i8R Ed, : 3 f/2' "' - ABD. OtiSICAt 91PCCN # tAP-CRP CtlX-iN i'N1Et3MTE FFY14E ID PAN6�WiE 0.$B. S(31A: 9EF API+UOiBE'm � - SlxtgAt3 / k xIN6NUN PA5'EY: ixNDMC m m m W TC ro ANY CONwA,nuA LOILIH t` in.) far m CO1rA'ETE W edKRErE m Ca�nLrE t ra sr�NacrE o W roNe1¢rE a Fro etc: aF 1iw fi NIA N/A N/A 8' NIA 6' 14/A e` N/A N/A NIA 1 (TOP) $" 4" N/A N/A 8" 6' 6" fi" ;S' 8' N%A NIA 1 (Bc)TTON) B" N/A N/A N/A $" NjA 8` N/A 6' NfA N/A NJA. 2 (TOP) 6' N/A 9N/A N/A B• N/A "5" N/A 5' N/A WA NjA 2 (BOTTQMI 55.6. �2.0 $' N/A N/A N/A $• N/A 6' N/A 5" N/A WA N/A 3 A 4 (TOP) :S7"�S't0, 8'-�" / NjA N/A 3 (HO710Y) '. N/A NJA N/A fi" N/A 8' N/A $' NjA N/A NfA 7 (TOP) 6" 4" N/A NIA fi• 5` B' 5' $" fi' NJA N/A 4 A 7 (BOROM) WA N/A 12 1/Y 8 1f4' 12 iJ2' $ 1f4" H 1/4` 6 I/C B ij'1" 6 1/4" N/A N/A 5 (roPJentrt>v1j -50.0, -53,a NJA N/A 12 1/Y B T/4" i2 1/2` � fja 6 tJ4' 8 i/A' 6 ijA' 8 }fA' N/A NJA 6 (iQP/80TTOAi) '-fi" TO S1'-2' '$50. -72:0 N/A NfA 5 1/4' NIA 6 tJ4" N/A 6 Ile 8 tj4' 8 i/4` S 1J4" N/A N/A 8 {TOP/BOTTOM) '-8'TO 11•-2' N/A NIA _ N/A N/A N/A N/A- NJA N/A 6 1/4` S tf4' S if4• 5 i/4' 8. 9. 10 (POP) _,{8:0 L LI/A.' <" NJA N/A N/A N/A N/A N/A $' 6' B 1/4' 6 L/4" fi (fimTDY) OR LESS OR 1:fSS 4" N/A. .NJA NJA fifA .NJA. N/A 6' NJA.. .NjA.. NJA : NJA NjA N/A. N/A 6 )J4" fi I/4` $ If4' $ 1/4" to (BOTTOM) SCE SFRiTS 10. t1 ANB Al rOd4 NiGianS'IVP€ k ]PttANA Fl�� 6rt0 wood FTWxE . MN6WM ItICNOR >iPM]Nfi3 INTO IMpL6oN 1LBE DtSTArArd ARE A'DICATED ON INS SCHEDULE ffbl [D. tffi TI4Ni INCItMED OI/ 501RLIXE RE�rTZ NIDNOT SPPC66+ et rAll:Tfpi.'RIIO 9PAC6ID Sfio4M ON St61�U1E fir: ntE :tRA¢erao FACTORS. Pae �i Ta � POSSE. RmuCW SPAC676 06tAAQ0 FACTOR ".A14LL NOT 5E LEt➢6 11VAN 1gA11UAf SPACan'. POR FACN HICM011 TYPE At ANC11a15 LED1@. ANfaQY TA[ 1/A� .'.,J41 - 1J41 tJsi 1J4'a 1J0.. va-aP O' wuu-6r snAr.n IIb,. A6CN64 6AACM6 Qn,) «egrasn.a oP"aw 1e.3 9 3 s a s aa/x 1.0.Ab1 C"eaA flh,k OU a 3 3.1J2. s Vl 4 ACION. FS DOE OIIDMO� FA-C7011 yi. 4a6 fA6 - 1m as - a,..• 7.W - Im ,.10 iat, glum. mu"Am SOME 3f6�1" )iL A. lNSTALLAMONS FOR ALTERNATNES 811 SW A TOW ONLY VALID FOR SUNOWSS WITH AS;O, DESIGN LOADS UP TO. +43.8, -48.0 P•e.1. AND PANWS LENOTH UP TO 12•-4"' 2, FOR. NEW WOOD FRAME CONSTRUCIIOW. WOOD MEMSM TO BE SOUTHERN TOP d 90TTOL1 MOUNTINGS CAN 9E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION "ED BID EOF SEE sclem" ED A .t ° .1 4 ^.:.. 1 c c .t• .: e',. x ;i �. fx i , zx .11 ..,' i -1 I.+.a CL DE7A1���F.#�j� OPTION � L FOR {�,E SAFETY STORM PANEL SYSTEM i/4f xAC i S ¢�. wf �O E,�i^�j�{G 11YOQD STI2Ui`TURES F.�, � 1CAi7FR t16 1 I r4pq66Cp wal�ir aCYBn' s1+�•i ,2 1/T• P.C. At!'EIitNATiVE i �,I11C ttN 'T V# E 2 1 iJe'Nh , tR' YACpu$: o t�.)I/,�N• I ,110)i 11 t oa � dd m t " EAR e ( z At �4 pp�O t AE41HRbr� ` 1 ALTERt�'ATIW� ' i . ' 1/+9n.Y8/S unrD eRa� e/ 14•�- PMEIIAUE rENNE � 6N AI---TEEtyTIVI� �y.QQD FRAME CQNDII`IO�, ANCHOR Q ATG 1O�IS PF�KRtlii114rli ro " 1 ' 6cG0 SC1Te a/e" . i• P1AR NOTE - SMI'R[R TAAfJif NW saoYr+ Pqe CO6g11` WALL MOOMAN UNTING TIVJ<. LION p 71tt/T� weE: a/e• • 1• NSF'':: FWRIDA BLHLDING CODE NI Yitoa Nurr)a¢ne Zone ND• _ omta nttoo.,Ap 20 GAf� GALVANIZED STEEL STORM PANFI '�, . 1.6PS1AL1A11DN4 ATdL ¢NlY IA4,O 1NNDNU4 wml Ado. oEytNl L¢A46 w m' m/26/26z6 4555. =72:C Aai PAr+Ea's tfdlalN ¢P 1D 6'-e'. y��j`• , FL R1Q. ' - -_ � , :- AL. PROTECTION PRODUCTS, U.C. A, as NLw xzoD F'RANE 1SRA81RYgTCN wood Ma1leFK5 ,¢ dE SOUPe3nA 'A4, fiF$'• • i t,.� 0-1 Nr• SaL TR oYa PpJE Ni. 1a wJ SPf%S'IC RE1FaA1' OF 035 CR EOUM. H a'ij • p1. ��at`p k A�I t• fir. P..as7,4 �AlrftflTR tt1p'Au +� � !)iW f11�1 aiea r 1#o8r� . rA1s: t6sc)Ne6-tw:r' 20-17@. o :Ra r 4aiU A7r-+Nn r r Ra: R.E. aPrufslwlgWp'E wAt aA-o�rrr�.. re ,�, a - eicEr ra Cr to N L V C N �- Q O Q L Q a z z w Jrz C t9 C.B N r/a CO 69 ;a c e9CL (D U O U v W Q = Z Z Q J f1 SHEET N0. SH 1.1, IYitl1ARt 1LOaArtl Alb Stk,� i8R Ed, : 3 f/2' "' - ABD. OtiSICAt 91PCCN # tAP-CRP CtlX-iN i'N1Et3MTE FFY14E ID PAN6�WiE 0.$B. S(31A: 9EF API+UOiBE'm � - SlxtgAt3 / k xIN6NUN PA5'EY: ixNDMC m m m W TC ro ANY CONwA,nuA LOILIH t` in.) far m CO1rA'ETE W edKRErE m Ca�nLrE t ra sr�NacrE o W roNe1¢rE a Fro etc: aF 1iw fi NIA N/A N/A 8' NIA 6' 14/A e` N/A N/A NIA 1 (TOP) $" 4" N/A N/A 8" 6' 6" fi" ;S' 8' N%A NIA 1 (Bc)TTON) B" N/A N/A N/A $" NjA 8` N/A 6' NfA N/A NJA. 2 (TOP) 6' N/A 9N/A N/A B• N/A "5" N/A 5' N/A WA NjA 2 (BOTTQMI 55.6. �2.0 $' N/A N/A N/A $• N/A 6' N/A 5" N/A WA N/A 3 A 4 (TOP) :S7"�S't0, 8'-�" / NjA N/A 3 (HO710Y) '. N/A NJA N/A fi" N/A 8' N/A $' NjA N/A NfA 7 (TOP) 6" 4" N/A NIA fi• 5` B' 5' $" fi' NJA N/A 4 A 7 (BOROM) WA N/A 12 1/Y 8 1f4' 12 iJ2' $ 1f4" H 1/4` 6 I/C B ij'1" 6 1/4" N/A N/A 5 (roPJentrt>v1j -50.0, -53,a NJA N/A 12 1/Y B T/4" i2 1/2` � fja 6 tJ4' 8 i/A' 6 ijA' 8 }fA' N/A NJA 6 (iQP/80TTOAi) '-fi" TO S1'-2' '$50. -72:0 N/A NfA 5 1/4' NIA 6 tJ4" N/A 6 Ile 8 tj4' 8 i/4` S 1J4" N/A N/A 8 {TOP/BOTTOM) '-8'TO 11•-2' N/A NIA _ N/A N/A N/A N/A- NJA N/A 6 1/4` S tf4' S if4• 5 i/4' 8. 9. 10 (POP) _,{8:0 L LI/A.' <" NJA N/A N/A N/A N/A N/A $' 6' B 1/4' 6 L/4" fi (fimTDY) OR LESS OR 1:fSS 4" N/A. .NJA NJA fifA .NJA. N/A 6' NJA.. .NjA.. NJA : NJA NjA N/A. N/A 6 )J4" fi I/4` $ If4' $ 1/4" to (BOTTOM) SCE SFRiTS 10. t1 ANB Al rOd4 NiGianS'IVP€ k ]PttANA Fl�� 6rt0 wood FTWxE . MN6WM ItICNOR >iPM]Nfi3 INTO IMpL6oN 1LBE DtSTArArd ARE A'DICATED ON INS SCHEDULE ffbl [D. tffi TI4Ni INCItMED OI/ 501RLIXE RE�rTZ NIDNOT SPPC66+ et rAll:Tfpi.'RIIO 9PAC6ID Sfio4M ON St61�U1E fir: ntE :tRA¢erao FACTORS. Pae �i Ta � POSSE. RmuCW SPAC676 06tAAQ0 FACTOR ".A14LL NOT 5E LEt➢6 11VAN 1gA11UAf SPACan'. POR FACN HICM011 TYPE At ANC11a15 LED1@. ANfaQY TA[ 1/A� .'.,J41 - 1J41 tJsi 1J4'a 1J0.. va-aP O' wuu-6r snAr.n IIb,. A6CN64 6AACM6 Qn,) «egrasn.a oP"aw 1e.3 9 3 s a s aa/x 1.0.Ab1 C"eaA flh,k OU a 3 3.1J2. s Vl 4 ACION. FS DOE OIIDMO� FA-C7011 yi. 4a6 fA6 - 1m as - a,..• 7.W - Im ,.10 iat, glum. mu"Am SOME 3f6�1" )iL A. lNSTALLAMONS FOR ALTERNATNES 811 SW A TOW ONLY VALID FOR SUNOWSS WITH AS;O, DESIGN LOADS UP TO. +43.8, -48.0 P•e.1. AND PANWS LENOTH UP TO 12•-4"' 2, FOR. NEW WOOD FRAME CONSTRUCIIOW. WOOD MEMSM TO BE SOUTHERN TOP d 90TTOL1 MOUNTINGS CAN 9E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION "ED BID EOF SEE sclem" ED A .t ° .1 4 ^.:.. 1 c c .t• .: e',. x ;i �. fx i , zx .11 ..,' i -1 I.+.a CL DE7A1���F.#�j� OPTION � L FOR {�,E SAFETY STORM PANEL SYSTEM i/4f xAC i S ¢�. wf �O E,�i^�j�{G 11YOQD STI2Ui`TURES F.�, � 1CAi7FR t16 1 I r4pq66Cp wal�ir aCYBn' s1+�•i ,2 1/T• P.C. At!'EIitNATiVE i �,I11C ttN 'T V# E 2 1 iJe'Nh , tR' YACpu$: o t�.)I/,�N• I ,110)i 11 t oa � dd m t " EAR e ( z At �4 pp�O t AE41HRbr� ` 1 ALTERt�'ATIW� ' i . ' 1/+9n.Y8/S unrD eRa� e/ 14•�- PMEIIAUE rENNE � 6N AI---TEEtyTIVI� �y.QQD FRAME CQNDII`IO�, ANCHOR Q ATG 1O�IS PF�KRtlii114rli ro " 1 ' 6cG0 SC1Te a/e" . i• P1AR NOTE - SMI'R[R TAAfJif NW saoYr+ Pqe CO6g11` WALL MOOMAN UNTING TIVJ<. LION p 71tt/T� weE: a/e• • 1• NSF'':: FWRIDA BLHLDING CODE NI Yitoa Nurr)a¢ne Zone ND• _ omta nttoo.,Ap 20 GAf� GALVANIZED STEEL STORM PANFI '�, . 1.6PS1AL1A11DN4 ATdL ¢NlY IA4,O 1NNDNU4 wml Ado. oEytNl L¢A46 w m' m/26/26z6 4555. =72:C Aai PAr+Ea's tfdlalN ¢P 1D 6'-e'. y��j`• , FL R1Q. ' - -_ � , :- AL. PROTECTION PRODUCTS, U.C. A, as NLw xzoD F'RANE 1SRA81RYgTCN wood Ma1leFK5 ,¢ dE SOUPe3nA 'A4, fiF$'• • i t,.� 0-1 Nr• SaL TR oYa PpJE Ni. 1a wJ SPf%S'IC RE1FaA1' OF 035 CR EOUM. H a'ij • p1. ��at`p k A�I t• fir. P..as7,4 �AlrftflTR tt1p'Au +� � !)iW f11�1 aiea r 1#o8r� . rA1s: t6sc)Ne6-tw:r' 20-17@. o :Ra r 4aiU A7r-+Nn r r Ra: R.E. aPrufslwlgWp'E wAt aA-o�rrr�.. re ,�, a - eicEr ra Cr to N L V C N �- Q O Q L Q a z z w Jrz C t9 C.B N r/a CO 69 ;a c e9CL (D U O U v W Q = Z Z Q J f1 SHEET N0. SH 1.1, SCE SFRiTS 10. t1 ANB Al rOd4 NiGianS'IVP€ k ]PttANA Fl�� 6rt0 wood FTWxE . MN6WM ItICNOR >iPM]Nfi3 INTO IMpL6oN 1LBE DtSTArArd ARE A'DICATED ON INS SCHEDULE ffbl [D. tffi TI4Ni INCItMED OI/ 501RLIXE RE�rTZ NIDNOT SPPC66+ et rAll:Tfpi.'RIIO 9PAC6ID Sfio4M ON St61�U1E fir: ntE :tRA¢erao FACTORS. Pae �i Ta � POSSE. RmuCW SPAC676 06tAAQ0 FACTOR ".A14LL NOT 5E LEt➢6 11VAN 1gA11UAf SPACan'. POR FACN HICM011 TYPE At ANC11a15 LED1@. ANfaQY TA[ 1/A� .'.,J41 - 1J41 tJsi 1J4'a 1J0.. va-aP O' wuu-6r snAr.n IIb,. A6CN64 6AACM6 Qn,) «egrasn.a oP"aw 1e.3 9 3 s a s aa/x 1.0.Ab1 C"eaA flh,k OU a 3 3.1J2. s Vl 4 ACION. FS DOE OIIDMO� FA-C7011 yi. 4a6 fA6 - 1m as - a,..• 7.W - Im ,.10 iat, glum. mu"Am SOME 3f6�1" )iL A. lNSTALLAMONS FOR ALTERNATNES 811 SW A TOW ONLY VALID FOR SUNOWSS WITH AS;O, DESIGN LOADS UP TO. +43.8, -48.0 P•e.1. AND PANWS LENOTH UP TO 12•-4"' 2, FOR. NEW WOOD FRAME CONSTRUCIIOW. WOOD MEMSM TO BE SOUTHERN TOP d 90TTOL1 MOUNTINGS CAN 9E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION "ED BID EOF SEE sclem" ED A .t ° .1 4 ^.:.. 1 c c .t• .: e',. x ;i �. fx i , zx .11 ..,' i -1 I.+.a CL DE7A1���F.#�j� OPTION � L FOR {�,E SAFETY STORM PANEL SYSTEM i/4f xAC i S ¢�. wf �O E,�i^�j�{G 11YOQD STI2Ui`TURES F.�, � 1CAi7FR t16 1 I r4pq66Cp wal�ir aCYBn' s1+�•i ,2 1/T• P.C. At!'EIitNATiVE i �,I11C ttN 'T V# E 2 1 iJe'Nh , tR' YACpu$: o t�.)I/,�N• I ,110)i 11 t oa � dd m t " EAR e ( z At �4 pp�O t AE41HRbr� ` 1 ALTERt�'ATIW� ' i . ' 1/+9n.Y8/S unrD eRa� e/ 14•�- PMEIIAUE rENNE � 6N AI---TEEtyTIVI� �y.QQD FRAME CQNDII`IO�, ANCHOR Q ATG 1O�IS PF�KRtlii114rli ro " 1 ' 6cG0 SC1Te a/e" . i• P1AR NOTE - SMI'R[R TAAfJif NW saoYr+ Pqe CO6g11` WALL MOOMAN UNTING TIVJ<. LION p 71tt/T� weE: a/e• • 1• NSF'':: FWRIDA BLHLDING CODE NI Yitoa Nurr)a¢ne Zone ND• _ omta nttoo.,Ap 20 GAf� GALVANIZED STEEL STORM PANFI '�, . 1.6PS1AL1A11DN4 ATdL ¢NlY IA4,O 1NNDNU4 wml Ado. oEytNl L¢A46 w m' m/26/26z6 4555. =72:C Aai PAr+Ea's tfdlalN ¢P 1D 6'-e'. y��j`• , FL R1Q. ' - -_ � , :- AL. PROTECTION PRODUCTS, U.C. A, as NLw xzoD F'RANE 1SRA81RYgTCN wood Ma1leFK5 ,¢ dE SOUPe3nA 'A4, fiF$'• • i t,.� 0-1 Nr• SaL TR oYa PpJE Ni. 1a wJ SPf%S'IC RE1FaA1' OF 035 CR EOUM. H a'ij • p1. ��at`p k A�I t• fir. P..as7,4 �AlrftflTR tt1p'Au +� � !)iW f11�1 aiea r 1#o8r� . rA1s: t6sc)Ne6-tw:r' 20-17@. o :Ra r 4aiU A7r-+Nn r r Ra: R.E. aPrufslwlgWp'E wAt aA-o�rrr�.. re ,�, a - eicEr ra Cr to N L V C N �- Q O Q L Q a z z w Jrz C t9 C.B N r/a CO 69 ;a c e9CL (D U O U v W Q = Z Z Q J f1 SHEET N0. SH 1.1, iat, glum. mu"Am SOME 3f6�1" )iL A. lNSTALLAMONS FOR ALTERNATNES 811 SW A TOW ONLY VALID FOR SUNOWSS WITH AS;O, DESIGN LOADS UP TO. +43.8, -48.0 P•e.1. AND PANWS LENOTH UP TO 12•-4"' 2, FOR. NEW WOOD FRAME CONSTRUCIIOW. WOOD MEMSM TO BE SOUTHERN TOP d 90TTOL1 MOUNTINGS CAN 9E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION "ED BID EOF SEE sclem" ED A .t ° .1 4 ^.:.. 1 c c .t• .: e',. x ;i �. fx i , zx .11 ..,' i -1 I.+.a CL DE7A1���F.#�j� OPTION � L FOR {�,E SAFETY STORM PANEL SYSTEM i/4f xAC i S ¢�. wf �O E,�i^�j�{G 11YOQD STI2Ui`TURES F.�, � 1CAi7FR t16 1 I r4pq66Cp wal�ir aCYBn' s1+�•i ,2 1/T• P.C. At!'EIitNATiVE i �,I11C ttN 'T V# E 2 1 iJe'Nh , tR' YACpu$: o t�.)I/,�N• I ,110)i 11 t oa � dd m t " EAR e ( z At �4 pp�O t AE41HRbr� ` 1 ALTERt�'ATIW� ' i . ' 1/+9n.Y8/S unrD eRa� e/ 14•�- PMEIIAUE rENNE � 6N AI---TEEtyTIVI� �y.QQD FRAME CQNDII`IO�, ANCHOR Q ATG 1O�IS PF�KRtlii114rli ro " 1 ' 6cG0 SC1Te a/e" . i• P1AR NOTE - SMI'R[R TAAfJif NW saoYr+ Pqe CO6g11` WALL MOOMAN UNTING TIVJ<. LION p 71tt/T� weE: a/e• • 1• NSF'':: FWRIDA BLHLDING CODE NI Yitoa Nurr)a¢ne Zone ND• _ omta nttoo.,Ap 20 GAf� GALVANIZED STEEL STORM PANFI '�, . 1.6PS1AL1A11DN4 ATdL ¢NlY IA4,O 1NNDNU4 wml Ado. oEytNl L¢A46 w m' m/26/26z6 4555. =72:C Aai PAr+Ea's tfdlalN ¢P 1D 6'-e'. y��j`• , FL R1Q. ' - -_ � , :- AL. PROTECTION PRODUCTS, U.C. A, as NLw xzoD F'RANE 1SRA81RYgTCN wood Ma1leFK5 ,¢ dE SOUPe3nA 'A4, fiF$'• • i t,.� 0-1 Nr• SaL TR oYa PpJE Ni. 1a wJ SPf%S'IC RE1FaA1' OF 035 CR EOUM. H a'ij • p1. ��at`p k A�I t• fir. P..as7,4 �AlrftflTR tt1p'Au +� � !)iW f11�1 aiea r 1#o8r� . rA1s: t6sc)Ne6-tw:r' 20-17@. o :Ra r 4aiU A7r-+Nn r r Ra: R.E. aPrufslwlgWp'E wAt aA-o�rrr�.. re ,�, a - eicEr ra Cr to N L V C N �- Q O Q L Q a z z w Jrz C t9 C.B N r/a CO 69 ;a c e9CL (D U O U v W Q = Z Z Q J f1 SHEET N0. SH 1.1, N L V C N �- Q O Q L Q a z z w Jrz C t9 C.B N r/a CO 69 ;a c e9CL (D U O U v W Q = Z Z Q J f1 SHEET N0. SH 1.1, a z z w Jrz C t9 C.B N r/a CO 69 ;a c e9CL (D U O U v W Q = Z Z Q J f1 SHEET N0. SH 1.1, U O U v W Q = Z Z Q J f1 SHEET N0. SH 1.1, SHEET N0. SH 1.1, (SEE 5ECTIM ON SHEETS 17,18, IS d 20) t)' MAX. sA/ar. 41f7rr 8k/ilf. Dif4� ,8/i7. MAIL 3WAX ,• MIN, flee/I! 7Aw/,r at OW/sa aaw/79 ±rr/+s # e NAM ,• UK t 0 0 0 O 07 ! EST 7 - 1.ji' I �i�i yi "Oil A} i ! f ) I _ ! jl 9 ! I �17 F Z�a PANM LENGTH rn� f$a's' ! SpNkY3lrlE) *w NA 1P,TFT a fqN w,s, p. uAN. aA/77. ,Alfr. S✓\/10. m/,r, 46/17. Wig. s. tt. M,tT iuW/ibr: s 19 a !AW/20 /##/Eft, reWett a !r#/m ,• — ANCHORS (SEE SECTIONS ON SHEETS 17, IS, 79 a 30-----_j OPTIQN #2 FOR LIFE SAFETY STORM PANEL3 FELI;1UABO SCALE a/ie•.t' ,p• wx 9w. � t OIL o N°' %urn r1'T4Utt::wEft r w' A,aamaaFa SECTION A —A SOME MAXIMUM .A&Da R.ESIGH PRESSURE RATING .ad- AND CORRESPONDING _MAXIMUM PANEL LENGTH I! =HEDULE �H �?y' �}CEN,�'•• 9 Z s No,.44167 8JAI FLORIDA BUILDING CODE (WI h Vetocfty NO cone ions y�F'°, �(OR)o�'..•''�,`1d' exam wren, W_ 2D :SAGE GALVANIZED STEEL STORM PANEL ' OMAN ,. ..,..y+� ��aM.rr.riw�r of 1 � GLOBAL PROTECTION PROWL TS, LLIC f : r;1 Tile, irca s:9. � Ian '� � « nfAF. R ass„ 20-1't8 Ne : fi,, : n FNKi� Losk+ea-psis. FAa:iar.laaH-r,a �h ., � w � PL, iiRtiyM` biANdPF,,iTdiTE VW.,CRiOr,. P.6. r.... 4T=uS s - 1�YSF ,4 YC i6 MAXIMUM AS.D. Mal±, PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (TLj TO GLASS CONDlTlDN PAtINc (p.6:r.3 (SEE SECTIONS) •FSrJrQr -72,0 2 3/A' i1N90LTFb'WPM =MMMEMMIEN yFbW THRILAM i ;:7/r•as waN: NUT } ± ;� 1 4'r TAFaQIi O r• O.C. � � S 'r AT #fIDWIDTN q � t,.. i r wow WA i_9tdiATlRt1 ]El6LL.,N411t 11'1Si�lttd`6l2M \ SCALE )/ghtr' : SCALE 3!i`x1' Dom: I. IVSTA.LUTgNS ARE ONLY Wu.q FOR lUIUfITO'S WON A5:4. GtS10ti LWiDS : im To +sss, -rz.D PST AND PAMELx LiNOni DP TD 9•-x. s. FOR NNY AQOo ,NAME at"snwinm iTaoo atMeEsts T9 9E SOUIMS±N Pa+E Na.. z wf SPEC9fC 9060 OF 046 OR FALMt.. # 0' D.C. . T Y' I PANFl 1 (SEE NOTE Ms: #i NUT Rol 94W-,4�1 1i a >� FOR ANpNRS TYPE R SFAOitPo Fme raTWLATAxa aR9 r9aQ yFbW THRILAM i ;:7/r•as waN: NUT } ± ;� 1 4'r TAFaQIi O r• O.C. � � S 'r AT #fIDWIDTN q � t,.. i r wow WA i_9tdiATlRt1 ]El6LL.,N411t 11'1Si�lttd`6l2M \ SCALE )/ghtr' : SCALE 3!i`x1' Dom: I. IVSTA.LUTgNS ARE ONLY Wu.q FOR lUIUfITO'S WON A5:4. GtS10ti LWiDS : im To +sss, -rz.D PST AND PAMELx LiNOni DP TD 9•-x. s. FOR NNY AQOo ,NAME at"snwinm iTaoo atMeEsts T9 9E SOUIMS±N Pa+E Na.. z wf SPEC9fC 9060 OF 046 OR FALMt.. # 0' D.C. . T Y' I PANFl 1 (SEE NOTE Ms: #i NUT Rol 94W-,4�1 1i a >� FOR ANpNRS TYPE R SFAOitPo Fme raTWLATAxa aR9 r9aQ Aiaatce 7,}6 t/,"r fAVOOr wa i+•3 A Tnuc 99a9aw. iWrLAR, 111ftrpR sFAtrNts AN9.,MNYnAi rfll� OKT/WCE ATE aM,GQF9 ON THIb bifilEOlnE FOP EJL LESS TtlalT tNLvrn7Eo ON ARE fNOeTY ANRiOR AVYiL'9/9 W aliA.TwLYrR, SPAtxNO THORN ON aiaROt±u Rmtangm,Ra Irrteei mt PSINIR, Off. aeis Rii s 3 RCIMl, RA A� DElPri4 fr�OTGR 9,` NE ECIXtpa!INO FKI,W& fGN TN±S i., AO ! t. INSTALLATIONS ARE ONLY LMldp FOR #ULLD9N.S WITH A.S.O. AESIC,i L#7pS UP W #SFr.S. 72.0 PSF AND PANEL'S LENGTH UP TO 8'-67. 8 FOR ITEat CONSTRUCTION, WOOD 403IEE7Ls ro 8E PINE NO. 9. w! VIEaFe DENSITY of D.ss OR ETaA,1_' ANCHORPOURED CONCRETE POURED OR S UOIEDcum nr Lag SCALE 3/8'>1" SCALE TAFCaN ANCFlQ!♦$ O.G O 4 1/2` OTC„ WDE SOUTHERN - JNSTALI ATION DEVIL S Egg OPTION ,93 FOR LFEMEM MRM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONGRETF,� BLOCK STRUCTURES -,.._. �4 TAf!CON A±N7IDRS T '' TAE'CON 6.£, 1\ EQtAIED 9tsOk \ Q ��4. ,,.�....tt{••1 ~ un GLASS 7. I Q,ASti L........,.` .�R•..- iY i i Y `r� ,p3.sw•s9.`, t , �� I ri tk/ TAI'Y F I � f v ± i Put€uuTE PlusW f+v-s� PFrr6�MATs Plus W/ 3/32' WHONIJT #ASHAVIVIRED ER " •`�"` (:-. Y xT3,tSZ` WxtO NUT awsHNR i•�,.� N '� REOURIED Bf.04'K WALL un� lusr�.>I.eWel.l.�t s�. �;���»<,�,.�� �E,¢UtAR,PANEL A Li_Ff SAi'EfY PANEL SCALE s/r-," ,iP f T� sw.E 1!9 t• AN9NM iWTE Ffl. FSPAM MR MME kMAUfiWNIS ON MR. NaipA YYCiIA --' ; ND. 44167s � s FLORIDA BUN.DlNC CODE FIL h Yd Nurrte9ns Zonrsomas "A tiL um THAN * MATED ON PaiW tv riiF gltW ONa ,/2 * % 7gitf$. INC" r , i sac Ama�L ra am R � � IA Rt s 20 DACE iiA1 Y1±3±lEED STEEL Si�#I PAWL oHn ; m W THE FOtL0I9TC FALTAS$ FfOR 77RS - +' ,, . . l. QPUAnopi To aE Fos•91 fin' _ ty�H '•.; lflR1 �i�!■ �� af1^401a LBrb.FADTaff :AMLt l#}f :. - F •...... _ "OBAL PRt?TECflt1N PRObUC1S, LLC. aft 9PACWG DlTAaIEO i ,n` '�, S. .. _ _ ., ._., ., p E1>ECiJ rr1a, NN 9E usI THrN LaNN±,Utt ON Tt s• tOa +m 'hTR Nf is w/M i)3aii� FpR 6MS± e±iC,f191i '[ 4N TiIS �6 NNNHa„ itt. ,�. p, rw xr.MN y 14 tN FIdOMa: tp5f7Rtl.-trGS" i7#: ira'±rdEP� , 20-176 a r ,Mi t Q6N M±i-iaiS. Pr; {RN'P+^,4if +s.r sn.aa.. N. - F4I. M4A41n¢e{1{tUAElOAtE.�•PDaafLM PL s RtaT9a 9F tl-. Mang OF OF -1 . mm Y LRL _ NLAaerx afttoal iiAiJEL: mraL f. E-Z ,TANG STORM PANEL SHOLYN ON 'IRIS Pg6DU&7 EVALtfATWN p00ilMEtlx HAS 0£EhF YERI iYpt: C4HP1:±iddGE'. IN AGCOROANCE WITH THE 2024 (rtt, EDITION) OF THE FLO)31DA BUILDING CON, DESIGN WIND LOAWJ. SHALL 8E OETERM±NEp AS PER SECTEON'' lam OF pF THE ABOVE MEN110NED CODE. iYR{ A MRN4 SPEED AS REpU1RED TJY THE dURCT±p7N HERE THERE Sf±UTILRS WILL INS'TiD.i.EO ANT) f:9R A D9#ECTk)pAt1±Y FACTOR NI#W4,lb. USt ,ASC.E T! AND SHALL N4$ E%QiED iME AIbkK±NllM (Ji..pj DESIGN PRrSSL±RE. Po0.71ND5 INDICATED ON SHFk18 2.5 a 26.:-. IN QTUIER TO VERIFY THE AgOYF CONDITION, 'UL7MAATE DESIGN W±WO LOADS DETEfCMriE4 PER ASC>= 7 6 SfA/Al:. 8E FIRST REDUCED TO AS:D. DESrG1I Wltm L4tADS Si'.MULT9N:yN/G THEM 9r 0:8 IN ORDER TO TD ,:i)4iPARE THESE #! IAA#. (A:S.0) DESIGN RR£35U1iE RXTINGS INDICATED ON SHEETS 20 &. 25. tNl ORDER TO VEA9Y THAT COMPONENTS AND ANCHORS ON 7H9S P,E.D, AS TESTED WERE HOT OVER STRESSED, A S)tr RTCREIu'E Ui AiLOFMBLE STNCS FOR WIIR1 LOADS WAS. AM USED !lSED- IN THEIR ANW.YSYS FASTENERS SPACING TO WOW F4e5 BEEN DETERMINED M ACCORDANCE WITH N.O.S. 2015, 5TfNdl PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS 8101 VERIFIED M ACCORDANCE WITH SEGi[ON 1628 THE ABOVE MENTIONED COS AS PFR FFJiF$Ra4TI4N YE3•iMIC LABORATORY. INC, REPORT 12032. AS PRp70CD{,S tAS-2fii. iAs-.2 ANp 1AS-207. 2 THIS SYSTEM FNS SEEN DESIGNED 1O BE lNSiA1.iID ON THE OUTSIDE OF THE DPE1iWiG ACCESSING THE OPENING FROM THE ,N50E W/D THE USE A LADDER OR UFT=YHpS APPLICATION IS VALID WHEN INSTALLATIOBE N LS INTENDED TO BE PERFORMED FROM tFFi RiSmE OF STRUCTURRE. ). SERIES 1000 INSTALLATION 6 APPLICABLE TTf SINGLE AND DOUBLE: Htq,6 STYLE #ENDOWS WHEN INSTALLATION 15. REOUriED. TO 8E PERFORMED FROM. THE INSIDE ETF STRUCTURE ,. SERIFS 2000 INSTALLATION 6 APPLICABLE 1D 6,NOLE AAR± DQtTRLE HiMIC AND tN)R,ZOHPAL SCi1T:RS 5LYLE W±tA1{3N5 WHEt, ,NSTAWflpN B REDLNRED TO BE PERFORMED iT#&, THE 17Tk`,DE OF STRUCTURE S. ALL ALUMINUM E71TkU5,LMt5 TO BE sp$3-78 ALLOY ,a7iD TEMPER. ,(U±iLESs DiHER#+SE NOTED) •. ALL--ALLMIONUM SHIN METAL USED AT C[ASLTRES SNNd. W+WE 3+05-014 AI.IDY. i. ALL S,EII SHEEP AtkiAt PANELS SHALL R#AYE 5TYiUCtiMRAt. tlUALflY STEEL. AStM A-l53 QPA®C. 50 Min. CAI4ANIZED STEEL DfS,GMAi±QN w/ry= se.s MI (hFrEN ROLLED}. All SCREWS TO 8E STAINLESS 'STEEL 304 DR dTS AS SERIES OR CORROSION RESISTANT RFSISTAIiT COATi;TS CARBON STEEL AS PER ON 90018Wf Sp NeiYELO STRENGTH AND 44 ,oM TEWSRE S#RENOPHT d S±MLL COMPLYW! ttORFDA.BUiLDNdG CODE SECTION. 2411.).3.4. 9. VOLTS TO ASfM A-307 DALVAI#2ED STEEL, OR Ai51 304.- SERIES STAINLESS 57EE4 1WRi 35 %N N±NiMItM YIELD STRENG1"r. 10. ANCHORS 70 WALL SMALL 8E AS F'G.;,OWS (A) to_E IlL�}W. POUarri r•;.---+va'Kr„n t/,'r TAPCON AAICTA7fTS AS ,ARMUFACTUREO 8Y ±Y.W< BIALAE7f, W. (MIN. f t=JTA2 P.si,) - i!S" s x 7/8• CALIt-R1 AH!<:F±CiRS, A5 kMNIAtLiIREO BYWMT Mx:. (1NPt. Ae.3000 P:Fr,) 014-10 PAN£LNATE F£ltA1.E m a PAMELMATE PLIES ANCHORS: AS MANUFACTURED 27-EUCQ C9rTRt1C[N)N 'PRODUCTS, (rc.assa 9ra,) AT) MINIMUM EMBEDMEMOF 7APCON.ANCHORS INTO POURED CONCRETE S,WLBE , 3/4' AND 2' FOR PANELMATE FEMALE ID a PANFJ.MATE PLUS, A2) MINIMUM FM8@Mplf OF i/A'P X7/8' CAfTf-±N ANCHORS SHALL BE K 7!#" INTO CQWCRETE NO EMBEDAipfi iNtO AxY Flr>rsH AMLTt?aw. sHiw. BE PERMITTED, T/," }-zQ ss STOEWKk BQUS USED 9,iAll. BE LONG ENOt16Ti(S1,W!{.q ANY FlA±LSH MATERtA±- DUST) TO ENGAGE 3/4' RRQ ANCHORS. A,3) IN EASE. THAT PRECAST STONE, PRECAST CONCRETE PANELS, 1%i PAVERS 9E FOUND ON THE E1OS'RNO WALL OR FLOOR. ANDYIDRS STyu.0 8E WHO -ENOUGH TO REACH THE MAIN STRUCTURE BEHtNp SUCH PANELS. ANCNORA4E SHALL BE AS MEHl7NEO hi' AA) AND #a Ae23r... (D3 Te rasLSi>N:'CaNCR� i�� :.° -. 1/4" r 7APCON ANCHORS AS MAVUPnCfLTREO S,' t7.W, R,ALOFJi. INC. •: ,/,• P x. 7/8' CALK -IN ANCPIQRS. AS W9aGFilYTTLITTE'U 8Y DEVML7 INC, (t"m.1500.P.rd.) - 014-10 P11NEL,AA7E F1:iUAa; ID AND pANEL491TE PUS ANCHORS, AS MANUFACTURED 6Y ELCQ COf,STRUC[N,N PRODUCTS (rm>2O7L R4-ia WILL IN ACCORDANCE 8.1) MlfNirUAt E.MBE0111E7tT OF TAPCON ANC!#QRS AND PANELMME FEMALE El & PAfiE7,A±AE PLUS R1TO CONCRETE 8.2) MINIMUM TDJEIE7MIEflS OF 1/4-0 t(7/s cAUT-a+ ,NNGHa6s. 6E as 71!' Ci7NCfLETE. NO -EMBEVNifENY lCtT4 ANY FINIANCHORS VI SH MATERIAL SHALL 8E PERMITTED, t/4' 9-2D 5.5 �SElFic BOLTS USED SktlAA,.L. 8E LONG LHQUDH(SHOULD' ANY rTHRF3 MATERIAL. �. TO ETIGALAE s/,a ,NTti')ANDHORs... &)) Ui CASE THAT PRECAST' 8177NE, OR PRFJ;A5T METE PANELS � FOUND' ON THE E%±STING WALL, ANCHORS SHML BE LO,IO ENOUGH TO REACH THE MAIN STRLICTUR;r #EHtn+D SUGH PANELS. AN4HORAfk' SNA,1. BE AS MENTIONED RT. 8.,) AM IN B:Tav (0) LMHUFAC,LiRQiBE INSTALLEDa9l:lDlWNti ALL OF THE RECOh&,ENM11#NS AND SPECIFICATIONS OSkALL FTHE ANC±WR'S IT- � TO � A�iTACHEp TO iN$tRE PROPER JIN k/0RAC6. THIS Fit1TTER S�#A SOUNDNESS TO OhTTAEt�±ED tOM1Cfi7E, StOCIt DR WOOD FRAME BiNLDCNCS, 12. i,lE 9TSTN.titilOP, CONTRACTOR COMPONENT 70-SFAt/GULK ALL SHUTTER. C06tPtNR?ii EDGES WHICH REAk±11N rr CONTINUOUS. illil WITH THE 8,NL4A,C TO PFiEYEHT WIND/RNN INTRUSbN: CAA" AND AND SEAT. SF±LITFER TRACNS ALL A1NxM9 FULL 73 3fORL± PANFi. INSTALLATION SHALL COMPLY C4MPLY WRH SPECS INDICATED 9i THIS t?tTATSTNC PLUS ANY BUILDING AND ZONING REGULATIONS PROY1pE0 8Y THE JURISDOES DICTION WHERE PERMIT (5 AP%,EO TO. T,. ATRAIM Wi106W5 AND 60mA'$ RA4. E - X HAND STORM PANEL STS,E,a"" IS PATENF . 18 (R) IH,5 PROWTCT EVALUATION DOOUMET+T PE.O,) PREPARED Tar 7195 ENDlTEEiY ,S GENERIC AMID 'NOT PfKWIDE ,NHYSRMATa'xa FOR A SITE SPEO9IC TCT; ix. WHERE: THE SITE CQNDRIONS DEVIATE FROM THE P:E:D (r) CONTRACTOR TO BE 0ESPsi,HT5tD1t FOR THE SELECfl4N, PURCHASE AND fNSCASLATTON INCLUDING LIFE STLF1:iY OF THIS PRODUCT BASED, ON 'i#k5 PAD. PROVIDED 81E/BFfE. DOES 4dOT DEYIA7E FINHA THE 1DiRQN$ pEYAILEp 9W THIS :DOCUMENT: £OfdST[tueilOW SAFETY AT- SPPE {5 THE CONTRACTOR'S Tft:.SP4NSaUTr. (c) TFIL§'PROOUCi EVACUATIOft DOCUMENT WILL 8E C9NSIpEREO. ENYAUD r' MODIFIED. 1OF AND RESPONSIBLE dSITE SPECIFIC ) BEGONE iFE EtTWNF�:i RECORD (E,O,R�FBY A T±R THE iNTOJECTWtiO i41OR AIRCHfFECT � FDA 1li EN PROPER USE OF INC RE 0. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER YD THE P.E.O. pfEntff.Eit, SHALT. "MIT R7 THIS LATTER THE SRE' SPECIFIC DRAWINGS i0N RE40.. (s) THIS P.E.D. S±TAi.I BEAR INC OATS AND ORIGINAL SEAL AND StDNATLRiE OF THE P» ENOfW®T of RECORD THAT FRirARED. It, 18. STORM PANEL MANUFACTfAE#5 tAFrE1 SHALL-8E LOCATED ON A flEAOfLY ViSi%E LOCATION AT STORM PANEL SECTION ti09:83 OF FLORIDA BUII,DINO CODE. ONE LABEL SHkI BE PLACED FOR EVERY OPENINR f,+81JN6 TO COMPLY WRH-S'ECRDN 7709.9.2 OF THE FLORIDA BUILDING f:ODE.. . •, � (� I � ��IDill.�i�t.=11.1111:���1./i1:/llt.>11a11 1�a1�1.Ilit.,��rLiilt�flilD��ti,��,�111.l1�.�t1 ..:" ," ± �' ' �� ;` r,�� . ,. . ��ci; �. _� .. i. � � ... ;. Q AS'j'Gk1T!' P�NFL I+ANTL'S�&iTD i.L:� �,,, isaaTs• `7. !$QMEiRlC VIEW O>LiA1L A Ri]UNOED CORNER P ENDS OF PANEL'S ENO L,P W/ WQNIAib EDGE. (N:TS) L wmw 3!d* G92j UW. A[+lCaLE REVERSED 'h` TRACK $MF� Eb -..*7Bp• F+- .94a• .its• � .,�• yam• I z.®oo• Q ".t^ TRACK C� A'� �"=A'�aF,n)..Au�,.A►�D. 1 1 4 N7 6061TB Mum, ALLOYJw— 69 x `I.` 4 qHMO STORM Sm HAND ) CONSISTINGO(FOSA BE ARE BOTTOM OF OF rft INDICATED F INS 9 #:.L.. Irt-T k u- SEE NOTE , refW_ YSEE NOTE 3 3• �.. t. tq, 00&mt A1SNpAN�^SE 9O0M y6 -knEkV IN aEO}Wi,2LFM ­ Fd�YY ad t` IIM1 �s -4za,0w/ORW(O .Q LAST Puia_ Q TO 9E aisrAu.En :4r FtA, gP@aNO SfL•it ALWOE P�TSPi .+.. �a11F110 !# aiTALE9�FNQM,. AN Tavet aVaa >• i` ENsroE OF smucnlRc if, tam Gw ,/e` Mm aiNOTES E - Z •P v 0),)* ,.. STOTOr` ANEL SYSTEM PANEL Cant TRAM ' d 8Oi'TO,a: (2). PANFdS FNNECTOD P.iT+'EOIfjjTRIVCII ffMERWi5E A STOP Bus (3)i t A'h PQIis ,L45. COT HM- ,N FAEAStYAAYl AT £TR,EROF 0'1ERIOR FLAT TIAWOESPll1OC7F1lS.END PAHE1. Rl CASE THAT ENO PANELS ARE NOTCpNNEOTEQ Tg BOtYOM TRACTS 0.+: A STOP eMi ±S ONLY USED AT TOP AT !EAST 1TY7? PAH&15 SHALL 9E 'GONNECIED 1D BOTTOM TRACK U39S6 SPECS ON NOTE (S) A9CNi. tN SUCH CliSE. CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY FNEi tLCATiOHi (5). SEE SECTION t', )' d 4' 4N SiEiT,. SEE aNc«aR SCHEDULE 4N SHEET 25. MOUNTED TO EXSTING SLU. WALL OF = ATTACHING ON mm THEIR B INSTALLED SUCH i- ip' Nw. aAr 11,' ibs. GAP^j- 7 sEGn01a t�--s !"E� Tom' arTlr Arse . 1- (T), DrF,NIrw^w � SFtNFn tDOQ; E - Z NANO STORM PANb, SYSTEM CDN8ISTI40 OF PANEL+ �pfA TPACNS' AT TOP & PRMEtMAYE: PLUS OR 13` LONG tgJAT� EOT7OM W/ PANELUA'tE% (R). EHW PANELS $HALL ALWAYS EIE OOHiNECTf�} TO ST//LF. 7WLT..Br trEANB OF PANELlM7ES DR, fF USED '#� 1� TAPPED�� END PANELS NSMIC IEU f ORC�i�,!�20+�i3 W 1 3'ia 20{sT 4 W ' ( CEPT A5 DESCRIBED ON � (� (S). FOR CASES WHEN ENO PANELS ARE USE JOINAY Wj'i!" LONG � At 1itTT�1 iVT END PANELS ARE NOT COHtl�Tm TO iOTTgI 7RfCK, STOP 942 C8J S}NLL 8E PROVIDED AT TOP OF SUCiI RAVELS: (4);. FOR UiSfALLATN7N5 WHEN/ENO PANELS AND SOME RtTERtDR PNTE15 ARE DIRfCILY y �% TY�)0 G�ANEWA�YF�.ON9t�G'AS.P��RTOBY-MEANS �.{BOR� WT/R(A(/CyK])7DA0/F�SML '{yy Nor mm TMOYETRtm� PAI LEFT At RIGHT .t21Sm YRULL EE 1 SCALE: 1/'A" . 4' TlNL3 INST. C1 scALE s > aQ tIPECrrAyla118 fiJaiA!✓>%fl[a FOR {{et a6 �R tit AS q wsrTiiAnox me of zT c rrc�jdNJ �FaaialN�OFi ac .v..w,._.. TW a aP7f0ii ifiYtaW0.5 CA1V 4C Ain 7ril 7O SiaT-Mar xo.��rN " sTcat ssa t7 N N 07 N —cu O� U .� N� O O- O � A.-, O O O O W � O � lL � . � ice/ O 0 M HT cn I _iICD N � W 8C ..N¢C�I inr � O�ir Ili d"A> I � N O U O alb ■ � VJ LLI Z Z Q J LL SHEET N0. SH 1.2, W'kik4dl:tSN. - tWN � n1 IN,t1N8�� (ggi N3 #86,D, m7&3 7A' L6SS z: silt 6DLitD... . s a` As'i•W •r66.L+» ^-'t3,3 76`GR ice,.' 27,/6° I tUt,'rFd}." d` � F`1N. A• Ta */ "'A'�2�4�,�1H +� 1WNf 11t At OH w 6c 4Wi'OF PANEL MOM A.�UM �I AN t5.SPusia � E, 8.. b 1/Z"::*' ri .iCFata TO n i $ A!N GF PONTiiN TrirR t' k:.z' )MAMW Pon { 1' $Mj. :. PRESSURE RAW :.: 1`AM."bF W4.N-dN MNiaom i£KA2£ 6M0Mi11E PLL6 to 2' NIA 1G �+ 1,21 VA 1ik t i2" /A: TQ 12' N/A 12. 9"' Ir S" A. 3e.. S"; 3�... t ROTC.QM} 1000 68:0, -75.3 N/A NIA N/A N/A N/A N/A 12 1/2' fil° 2' (60mM) 70' OR LESS 7" N/A 8 T;t'2' N/A 4 1/2' N/A. 4 tIr N/A 3' (TOP), 12" N/A T2` N/A A 71r N/A 8 1/2«. N/A X (RQTfOM) -.. iz" N/A ia" kfA Tz" N/A i2'--:. N/A .' (TOp) i2' 6" t2" 4 ,/a" 12. ti' T2" Ii' A` (parnaM) wuilm TA Ko Dot, A<5 ti; 9i " Pwsw RA'1ifdk + Ow OWANCE $EYWEEN 00110M or PAN£7.91-a *0 � TA Im 1/2" V.-If '�"'e• Mc4. 01S1ANt�' 1#TY(t�Efd GD' PANFI.A m Q TO EE 3/te (SCJ11$ 1lz�i`} - 1s,1as' iMAL _ et { .831Q" NT t 1 .DJTke` VAIA TRMIE _ .t!a _„ E . Pr - -.. BYES. ,. i S• ;. z ,p.... _: .:SSE' EDGE 5,.,.Em _WAR. A #B" � - � #, 1.3aD'--�•.I )�. ALWAYS ±�._,_•„.#.78'i•,.„._..._,,, Pmft_%'SKAlk W A MGM tm TG mw W/ 1/2, REF � � yE t���y � ► 'CT' a taro AT LEr°t' OF PAMBL .��, � � `' (50 =-AAA s.: i.::./ F.L MODED wx t ; i ..-.Z.84 HEMMEDr" i.Ab7" rt.6a5"- k OR . TrMlEL. f 1SY311i�T�(G YU WAIL A +r3" _.; � � a7Q", r~- COMMCBNtlER A..ENO s � Ls j87 RRU'tdBER END LdP 4'f HERdMEO EDGE:.or . Hf3R9Pm s:�aa* : •3 ,asaw � a1tf5-Nip# ALUM L7R t '.. t. '•' � YSE't SLEET 8 MR - } . BOOM, 1000 4r. L Y FOR : N `r:i! SL�C•VE.fi..,'� '(.JBw T _. '.wept) 1L ,emm'•°,.: �, WGOD 3' 3 4 : } w._m....,.».Z',1A8^«..,..�..:,i T!•'.ti8" ' (T1p}< *kc ��+���pp u � one kf ei " �9.+,.,#�:,.kar iXARM+ TO 5" MAN. ��, x-•--w--�a.Aars• ,mot' "` �sr-zo� a � AAMM F � Y ANEL , 47A" .2.75 - '�N' .' „T2 Falilg'�," '« _ SYSTEM 00 TO ALUMIST. pp I 1.67i* , ,.D. : s T,' .E`___ _. a a $$167 '.1z319� i3tacl7tF(tl 'cttG> than nelAet IiMFF,eAns' # p 12sIs 4W vA1 a 4, GAtVANIM *$TEEl. S1t1RN PANEL t 1 4�AGE Oa$ ,�_ N ..� 1.261 � STATE QP 1Y 1 (M' p q8A >: , L..� " as ;,..,.... � £..._.L.,_. SEE SEc'liANS. - :MIN. •". .r' $r.fy' ��yri �pM P �,�/pyy�� ��{{ . -.... Our � .a i � p.1i�.161' c. PR4�"#' �I PROiF .,F . Lii1e tom^ : - '..., wTMYSe TI- = ae. rf.�es,�Tw *+T*"l 7µM '4� _ >.w�a <7ald.rwu 20 Xi"S :N. ... !ry laYp� �I & y� N N ':.ww a pGe1°S1.««ra:Y sw ,. t§pR ati etr p41" iS4 - aw q aSflSlMo P. ��1ViliYI! l.. C4 +J _ � :. T�� , �':u.. t:'. WR alx w: YM�Pm,f Mc h 'ERdC;( ilA1YT�e!e' : (ZAMAC 3.ALLUY�' 7 txi'Ip t « 41 L Ap , e # _ ,P 1 r,. R. SKF $ THiAU61R 107- - 2 i/$` UOND MAX, ALUMM.LMt \•.{ SPACW N 6 T 4" O.C, W$Xa FOR E%L'."f$FC CiNfGIREtFa„` f - � PE'A�f PANEL.. flR. axe. ? T RING, LONG Al "N �5PACERS`0 ' 12 T/a' O,C. TaLt fi to ",FWEZT'S p Et iOT /$.! P, 4 GAGE GAi,V 51EE1. STORM A 1 Atfl7E0 GLOBAL PROiEC Ni PRODUCM, '� sic Ei sT'Ati�' L1W 0aa 7W : C7r4564P+Tbi6. P�AMGi �lyrjg4-E'KT saw.: �»} pin-1iwA„ e i'3 AIA rf,' AA` �.„ ..r• 1 L.. . aYYF <..., tx ,Sda �€ a MOM axF tr,EA Tara Sao no Sao �.A try flap f5O itLG T'm„+ Mao aA ;Kitt 6`-9 two V-4 1,140 Tas.o _ Tt$,G I ON YFt GO= SWIMULEmir' , WRIB SPEED e 170*' h WNQ SPEED > 170 On P h ,. 30 Or LESS -. 33S'Rt 90 1"1 - t' t' 1 $' T' 7 T/a'_ 8 1JA' 7 1/2" s TQ 145 t" i" 7 T/9�- 7 1/2".. Ea M T a p 7�IrM�'RRIiCilrilapP '• ;y 1/4, 3/4, 4/5. 4/5 AHC1tOR5 (sES SCFiEtIULE AH- lw/8A. 2W/�, /7 A to All) i OVERLAP Ili 1" MIN { *W/o 2w aw'w 1 - 6JdCNARS (SEE Sr:AiEUi#t£ fitl SI4EET5 It. tDHOULAR ttA r �. t#_P;NAUYaN 1j4.,M, GP bait 004± Lisp%€ MRi n:Af1 }, AWrAWRA ALLOWiilikE PAIRA t$CTH IVR R QaFt4 At>RTJWi AS.it DE$aQlr WAD. RVkL � PAIM1. I#a1GT1t FAR A t#f2rr tfETNTNE. ASA Gt9I6M RCAF. YRDCEOk/RE TO � VAYRItMr iwifa. LLHGTIk ri1EN A PA5:11YE 1cS.D. ION LAAAr t>flEA11N� rAAYPk7M:PAIGTL 1,iFEGSH 1t" fRAtA 50#iEOUtf,- t+igTr A N87AlNE M.is D£S14N LCIIiD4 �E itA%ILRtFr PAlAY} 1:E7dAtN i>" FRER+ REAL RWRMUM PAtRt tF3#Bltr rS FAIA+iTQ hW. :: PtaaEi IaN6M . E(Y.Eii! 1k' A7da 1-'. - EE BiEE BE14W FbR:.IAk. PAfffi It?EotN F� Pd1�RY GUA�I. _ 5TtA1AT iNTD WOAD ARE LRAREO T4 # 46 P.&T- MA%. RSb. DK�a+ PREiiaRE RATRTO ' 4, to A: ,I i FOR REAL A-0 MOM UMM 6 W)L PANEL L£NOiNS FOR . 9PAC N S ism, _ FLORIDA BUILDING 4530E (Nan Matt Velac _'i NM YtGCM 'xOrfe) A. Z. &39T4 RM4. MF .. 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PANEL NGM-At .• ..L MAX, All . �. I >R is iIa O.O D DESIGN LLT.x.4 FOR THIS IHS7ALLATIAN, i a 1' € t � f,' _ MOOR AROHORS >�-[[ SFAllP:AA ilAY i F{$' EAAF P: 1 `"* .. sF:*" } e. 1,. i x .. (SEE SCFIEDUr.E-ON I 9rEEi' TT). 4i) Lu" is uw D T6 A a m grow wisom; tW1H W, --- 7 -, i„ 2 Wi7OQ t #R7AI.RGd6' aBFAli Ir A:pe1RFIpN F86ii ANY � xA _w w,'I .. W�AT€a }. PLATE IiECR71RED .a, ? ('„ e. . VISOR-+ AMGHQR9 Q ti"+ H ° $ q , 1' MN: TGl GRAB _# °)C4' 4FDDy9.; .. ,. _ ., ST. SOUR. '. - 4Y/ .. GW �f6rT.A. M+TT' TA 1r+.A9 s.< t ., y'£ G'Y3 A G A A9fu AIM >Wq� f1We ' RE4tIi awaa. Raasa sau. Of AT, 1/r :' d IAi74 A5. TRrE ARM •--'s.�- . wee ac = SHEET it) WIllt ... '.` PIIA+" a Aammeam Few 12 1/27 a&.WiRam: (A (4,i61Y, 24 /a omm. wom M LWW TA w to Ad 4Pmw 12S � s n_ H 4 1$ A 1 SHEET ICI) FROM LAMM ion know.MIA1m OM _.. - _. _.. ti3. 1,.i:. 8/0RM AGlY Sfi _-VRW.tAt10iI LaIm 1;FiYC/1R. R8. YMa tiFA1 XWE4 i, s A A6 r4 �p �tYI craYr $/g..1 rr : (4) x"ALAM ww OXY'Fa YANG rAiarl6 lYirE IV18» rEnW9) THE Tom: -... 201ES i„S * 3 @W ABM £ NOUNNy� • �w*'" !" FLORIDA BUILaDHp CODE n -lit h vwOolly f1rRTYPAO!ffi ZAi14 T1 -MAX,. - IiJST ARE AkLY' V FAR % 6< �sra we. N 1 Ait,(i ES R A(p8 iILT6C4, F rn•r cz , a N ' hJ4). +� � 47 _�.,d. �Qt� ii7' � 24 GALVANIZED,'3tORit » 'x STEE1. PANEL MOM w tlESiGN PRESSURE iEA31NG AND PAid�l. t�RUGitiS ' PRESS zr :Op dt wmw maluNTIHGS CAN BE AS PER SCHMLM AN SHM 3 (EatC1 PT FAR, _ ; y1 erererwuwsw ee - STATE r C4 8fNE6k- tN ATYM WAY TO SUIT FiNIX: : ALTERNA'.iE '3W') _ y �` j ,.� �, GLOBAL MyEenom Pomls, 11.C, q{Ri ALtA ()Gat 7. FAR NEW WOW FRA►iE COkSTRIiGTtOk:. WiT6D: is 4dk w r. ss r 6NaF FL 3iT1A e..,...... A w•,T % e . , - iTvea i... 41dT .fizz• :tIW' Yair,: FAX, VET SPEC;1 Y iAEMSEfiS BE ERN PINE No 2. W F1C h .use Snw.ee..e AEkSiTY OF 0:55 DO EQUAL, :' #p 1 11A-wf6T1i ' eec w Me ffim�x�R �1am, �4 it) >7a tYNanNt n L STARAt PANEL AWN ON THIS 'R"ODUCT Se" DC%XIMENT (PE.D.) D!AS am VERIFIER FOR COMPLIANCE IN ACCORQ _ 1/41# TAPCCRI ANCHORS, AS MBNUr` UREB BT LT.W, BUILDER iNC WIT#A THE 2D80 (YU1 EISTICN) Of THE BUILDIMG CC3IaF- "MHIS slQRii PARE., f*ALL NDC BE IN'STA aM AT IMDAI - #I* 1L1 PAMMMAM FbMa ID AND PANtLAfA E PUaS d ilt4l) Ca, AS'MAMUFACTURW BY91W CONSTRUCT41% PRMCIS VELdCIfY iitlRR{,AllE 20NES NIAM-tu+DS /. ct»f#SF. *- IfA'Ys LAC SCBER'!s PER ND,R - DES10N Wink} LW>S}'5 SHALL BE NET/ AS PER 160p OF THE NENRONEO CAS FOR A HASC'W1.0 ,._ 7/46 . Si+T"IX SUSNiN�:AS QMIRUTED RY ALL 7'MT SCREW.'SOLT & 3PECiRi.Tf 00 SPECS A5 RWRED BY T11E JVR WHERE STORM] PANEL V&L BE iNSTNAM. AND, FOR A OWCOONA M FA" 90-Ju551 u"D ASCE 1-15 AN0 SMALL NO Eif m THE MAXIMUM (ASDj DESIGN PRESSUK RATTNDS INDICATED ON SHE£?'S I~,i) WH1RiUM : PE WOOD OF TAPCOR ANOFIM 54At L-% T T/a' a' FOR ELLCO PANEAx"It PILLS 3. P. TNRU t2 Ac i7, ?Q. i4N0 PM1EiiIALE:'rEMALE $x..... - IN OgDER i0 VERIRi' THE ABIYVE DONp1UANe ULTIMATE DESMiN WRiO LOADS. AEFFRMtHED PER A5Qt 7-:ig S>iNa. BE etRSi' t' a IMUM Eli P INT TtW U t 9 / '. REDUCES+ TA As,N: QE9[iiH PRESSURE RtATIwG B! }WL`nRt THEN B5" D6 IN CiRDkN 'TR CGMPANE TEE ' Wf MAX, }. A6Fl T11 `.AQ 67AtSP.Ai1iIFY �' l,CO SCREW, O ITfAME N71' SitMt B Y ft0 ,yrrv.$,i?i) OOta? �SiGN PgESSt#R4':: W#filN0.: � tM# SHEETS ,}t 9 bSiRU iz 9I i7..:k$. fifNE;rtATfON INTO SFU�Q. SfW.L BF CONSIDERED AS W1Zt' OF itiE,RF.�IiRE'b =... PFJ7EiRA'IRMC, 1N Q.RRER °iTJ 4F.RiFY THAT AN01iQRS ON TtRS B,EA3- A5 T£5($A RHEAS AR9'T OT,'ER CSC$, A INQI$ASE @A ALLOWABLE *~rTR FAP W)R WAS U�-'ER. iPi ;YNEiGi ANM14Y3hS: E1t3Y.EN SPACINPi YG 4Y44R HAS. BEE Ok:?> 11NEA 9i C,x) MORMUM COM 19TIAIWX OF i,t WJWNSI iNTO WOOD SNAIL BE AS IFl**ATED IN ilf$ ORK-WIlK ,:L6il7S ACCRt±RNGE WfTt N.D,S. a0i$:. t<A Oil PEr�TIiATIDFI WOQU R1G 6-, #. BE t. a' AN MINIMUM T ANp,"S ADtTiW +` FCR't 84R�AC:r ANA WIND RF GSTAHOE XAS SEEN Ri - W87i SEOtA3f1 T66$.i.2 GP } 5}4li f. 5I ,/ ,7A W5 U5E0-SNAda• ` "BUSH SHOULD THE ABtrrE MENTIONED 0CR1E' AS:PER 'REST LA8 OF S0Lth4 - :fA$1A.OT-AI --ANC 20299-'�: Afi SNCkILD Si'I�GO EXIST, t FOR WAI,L.S 'WrOi ND S3UCCft: - WALLS 7 >. '3'fRNTlARtfa'F AND ILL1E- G" 01-! 115. "SStU 2 89 & ASTM E a`34.9Z t#GAN 'i£S71N i„ t Si 3ti. R t !'t 0 AS P€N': ,9 TitO flSNAa,f &CALL R P% :- 'aAN£iS OW OR WO iG'6 FOU ON lK i141; TAS-ac11 4aID TA.G-a05 PR4TCG'pi.S. AhiF1 RS PEJ'# t N.C.di#ATtCNS PQ?FIkiFAEO iN AC iRDANGE iY/ SE6r1GN 16U3 GIF THE i GASP E, 9 6`d8ff PE' W SHALL BE L$ND €T+O TO. REAWi TLC fidMH S7 YURE $EHWD R.tiCtt PANELS.... TT.ORlDA BUILCANG GK , WAIL. 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ALUMINUM EX to BE 000-TO.:X.LW AAA iEMPM, (UNLM S9THw"itNISE NOTW4, SEE SHEET 2 to) ANCH"S SRAU SIE OWALCED FOLLOWIND ALL O'DW M E144 011% AND SRKWATM 6F 'ENE ANCROWS AANAXAt'oiUR0 3, ALL ALMMINUM SW METAL USED Al Ct.t'KURF,S SMALL NAVE yiAS^ki4 ALLOY, 6, PANELS MAY ktSO Be ]INSTALLED HORIZONTA CY FOLLOWING IMSTALIATTON DETAILS VOWN ON SECTION t Tks1KWH 8 (S WS 4 _ #, ALL $1EE.L SHEET MM PM" SKMI HAVE 'STRUCTURAL QUALIFY STEEL ASTM.A-b) SPAR£ 80 M4MUM, C-60 OALTI ZED THRGUO8 Q EIfW" r*T NEADERSO t0 &'HAu NOT or. imm, Si'EEL DOWWON W/F'Y- 224 " (AFTER ROLLETt), :IL &1' SHALL BE THE RESPONWILGY OF THE COWRACTQR YO VERIFY ;HE SOUNDNESS OF THE DTRVChJRE WHERC 9+01 R 1S TO BE - S, ALL.:SCOONS TO RE STADIUESS STEEL, OR 316 AISY SERIES OR CORROSION PXSWW GDATED-CARHDN STEEL A5 PER Oft ATTACHO TO INSURE PROM A0C41}RA>.R 'MI5 OWTTER SHALLMY BE ATTAC€ CO TO CONCRETE 6LOCX 0R WOOD FRAME OiIiIRiNt.^5. 5016 W,j AD W. L AND '@O WI TENSILE SMOWH * 0 SI 4 OOMKY W/ FLORRYA 6UR.SINA CARE- S£D7iAN' Got AS PER SEf'Y. 0m 1. 'Z, 4, S, 8 AN:.AMMONVIVES' 1W, JW * 4W 04 2411:+,3.4, 10, FA1:{1 REV`LRAR S7l1RM PAWL Wm. mmisRAW SNEELS 4, t S t. 7 IVELYT M-Wk NA`r� A it,014mr AND REA fo, V&S E MPRI#NG - 004M OR YQsANY TO- V WITS TTf WV A-401 "VAIAZO) STEEL, OR AEI ,164 SMOVEANILMS S9F..Et,«. WTH 36 k* MUMMUM Y1W %BERM, 0mas YMN - .. founmo0a OU,RNG P€RIQt1'A w 4UWKAK 3YtR"B Y,ANCIOR410 WAIL:. SHAG BE AS MtW& It, THE INSTALLATION CONVIACM IS to SEALJCAIAX:ALL $HUM COMPMW WOES Wi6DIG:REMAIN IN CONtIN4" ON= WITH . THE 86Hpl.ik•ID T4 PREVw WIND/FAIN .:.. 11APO N ANCOM AS MAROFAClU W By IT* SWLDE&04l Ogn, rc-4132 PXr L) : t2. STOn, �tATiEi- INSIXIATKIM ViALL C MiPLY M114 SPECS Mi"TEG IN THIS MWNG PLUS' MY WILD" AM .LtdF R4 RC�GUTA,tID713: », i/#* a + VAX-4 '" a 8" #-'40". AS Mwurmmo BY ISE4V a 'ARC. wtp9fSMO WY IK ,ri AS15IiSBN WHERE 15 APPLIED TO, ._ 4/4'0 x 3/4" SOUID-SEE ANCROK AS fIISTRI8117F:6 9Y Au. POINT So", MIT a SPE{;1AtT5"-CQ. (Min, r 0R0 ps:I) :13. (o) YHIS PIipAUCT' EVAL %. D$CUMENY {'P.E.O.) 01 'CM5 £N6tP ER i5 '. Al DOES WOO PRldmr, 1NFORMAPON 'FOR ' ' -• }14C -fG PANsUMA4t FEMAL% 0 $ PN 0AQTt PU713 iU#CHGRS. A$ MMiUPACtLIRM BY ELCO Gi'3NSTM il,014 PRmmuS: k SrfE �F'€fAFIC PRG3E.`i't k7i, YMERE �,.D`E C,bNDO'IDM.i iE.W4YiE F"AOM TW.' P E&7, -:: 1/4r# itAAIA„: NAILIN MGM^ AS W"ACTURM 91 DEWALT, INC;.. (N) CO CYOR TO BE FDA, THE A PUROMSE AMO 4MALLAAON iNCLUDINO LIFE SAFETY or THYS'PADDL0.'{' BASCO CN THIS P_E.O. PROVIDED K/$4 DOM NCOT 01VIATE FROM ENE L"OMORMS DETiA n CMR THI". a ODOWM, A,I} M, ,OA OF TAPCAN HT0 pOURkD SNAU 6( 3/#", 2" FOR LiCA PANELMATE AtTE9 CONSTRUCTION SAFETY AT SITE T5 THE t'OR'S RES , # 3/#' f'DR 7AM4C NNLN ANf�NORS. - 3/4' AA) CAO,X-A At SOUD-SIT AMO SHALL HE EMBEDDED 71W INTO" POURED CONCRETE. NO aiDEOMEWT IWO (4) INS 'PROOMT 0KOK11014 DOMWENT WILL BE CONSIDERED TNYAUG tF MODIFIED STUC,L*O SHAH BE P#RMRr w, 1/4r 4-20 SCRm USED SFpa BE 1 , 1/2.LONG WWAUM "(iLiL 1 3TuCt4 £7tiSt, {) SIT£ SPECIFIC P'RMWM SNALL'$E PREPARED BY A MDR" MWEVA OR TH WM04 "a- BECOME E' AND T" YUNtWU WAL. S WITH N0 S ICOO, AND teWY W` !T£ADEO OR ALL. 'NiREAAED SCAMS #10 H , AF (£.D.iXS FOR. "1#1£. AM WHO WELL K' RESPONFIt71£ PON 114 SVT WID'i NRNC NUTG PRWFEF 11Si OF lK Ft.H=O. NEE,R OF REOM ACTING AS A DELEGATED VAGINEW TO'OW RED, ENt'Ah'tEt, -"VALi CIS 'O Tin aATMR 11 SITE SPMFC MAWI,YCS MR 3iErT W A.3) IN CASE THAT PWCW STO C=RETE PANELS, PIAVMS, STU000 OR WOW BOARDS BE. FOUND' ON THE - E7: "N0 WALL 04 FLOOR, MOM 5'CAti. BE. LONG TO REACgi 'IW MAIN STROCIUPE OV41 r SIX" PANd..S,: (m) THIS P;€.4. SI3ALL VAR Tt£ L'44T1: AND ORiQW SOL Ar OF THE - -. 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MiALL PUKED FOR -VdAY OPEWINC UHEkAO C"OMPCf WITH �;A+TiCRY I7 10 OF THE FLORIDA OLKONG OCAS; 1/# a X 3}'4' S ET' ANCHORS, AS DISTRIBM1Efi £!# ALL PDRNC SCREW, Ott $ SPEC &TY 40, .,. 1114-10 PAAE3.MATE FEMALE D AMP PANELMATE PLUS AN0HfM AS EAAiIUFAO? f" B1' EL00 C+2T4TSiUi F)N PR vim -: T/4' 4 ZWAC NAA-fAE MCHDItS+ ASMANtIFACMED 81`: iV°ALT, NO '� ,A�'• t.T) UINIMUM MWOMENT OF TAKON ANGH{IR:S, ZIFii PO4ahATES AND ZAMK A" ANCHOR, LARD THE � � pj(a ."Y`•j,�'� _Fi0Ri9A BUILDING CODE Non High Ysiuesi ±iurriaana lirria BL%X UNIT SHALL W T 1/,V. .` 0,2) -LSRMORWAL EMBEDDED */8`KTHAONGREE � 9t O44 7r# ANM N2$ 4 GALVANIZED SrUL STRPAVEL tG S '�[' S'. :-.-••-.--••••---•-•,•-.- •.••- STUCCOSF BE PE 9 BE T 1Ir LONG MINIMUM 6x1QSIlaa Ekl5f : AND T' MINDIUM FgR.:WALLS WO NAlL •,r c 0A� r�. ,w�o 51 30mv 114 IN CaS[. "W PRECAST STONE. PRECAST Ci#dC M PAkF,.tS,: OR'IW4 ', BE FOUN ��DN(.._ .,«"'� 44d AfU. �� ,. : ',"M WMa1D t5". FAI T-, :gMa imSTRIG'Y(A}.L, SHAaa. LONG k'NCY36iid4 REAd1FR TttE RMN! SfFl3SiiURE fHIWQ SlIE1Ii .w rice} .N" 1aekP 1'AAtTMF4-' A W3't)a4F . , W.k,E StVA BE AS MOOMED !H MI) AND IN MI). RHt�NAi.. LN pi. lugstsPti 9 � a:. In G& CONCREMAvAm ANCHORS (SIE WE SONEDUM QRRiO S 94hIRCRIGNi?iT :.,-t a i it"THROUOFt r„�..'.�n'4. OPOWRETE �+:,• 1W;yc°ara mAas 771 inuir4 ._.. r�aDwiDRs TIES , r 3 i g 1 _. Y'i:'L'SEE EDItIY::. 1 tTO ( 7 BXtSTING i t p1 Y ° .n•' Eq,AS$' y 4H SfIE"ET 3) ' PANEL CR'i SHEET 8 ) I I 1 1 1 ! (SEE jj. dL' � ! 1 TO GLASS. PANEL LEENCtH t 1 ON OFF 3) ) EE"T 3 R. f PANEL L£'NM ..� *� 1 tAaFXi1tE1E ANCHORS E. ,_......�. .....,.. 2n Rr,-... - (SEE SOFIEaYULE .., �. _. -."---' _ .. J._•- j trti 3) f O%I SkEESd't�DU3kF... :.; (SEE SGME'QULEOAi 1.. tN1 SHEE7 3) n, 5F18EiY'A THROUGH T ff 11 i ..,.� t um Sim 4 3tk I i Y^ &F { (, I I i i� D, 1 '- .t a i a I 1a /� _. i �„. r s T tti', I : -(. E r w BLOCYCi : ^ i f'. ...fit AF?CtiaRS ✓ { I :,:. '91N icSs,BOcrr, .. 4`.. I ,. __--_...- .. ., ..,. .�......,# • ,,," :` tf+`- r ss. Ns,.'vr/ ain aeetukWb: Y,-,_. 3c%9 .: ... _�...__.9 S"K THR GA it:w,IF'+u.. _...__....._ Tg &'1N HM- TD) ""1' MID, W/OAt6.Y WIRN SQt#D ALicNIMaE ,:� :.. M Wes. LAE'ATIDN :.• ' �.. 04 ARE & W/: WHEN PilURED : - a..-.,,. '. A AL Tp"LaiaRETa GTNfCPoEtE GONCRiTE-, wONe�S �? fGQiIRt£0: R (JiGHOS - @i.OGN RE4)UiRBUe (Bus FN SkN.EM 4 IMROUCM 10) ��ROUC$R 10) SDRLt 3/8:4= scALE 3/$»T ;3/8�i' lit to �.t) G 11.ORnA BUILDING OOE (Non High Ulooltyy time ;Y-Aj .i". .•' iOIIf +71LTiA0.A1C,. a 0.441�7 '� 24 ilA4?E GALNAN112tJ) STEW.,STaRN PANEL - ._ 11r .. wea's..eew.irsr - �S ED.EDGE DISTANCE ... , Et _ .. -� y� R4TE � e STATE D = . .:sew F#IC. CTF EE:SCNEBULE ON, � . , {S 7E� de Nf)TT01d {at�iNiiktS i�il ".� , s1 sri4il . L2 y,ArS na W 1r. MJ ,: $ i.... T f3 : ' iA °. "4YY1i VT•.. i., M: P � 'n, IAk ;: q. �A'11b, :. . SHEETS & O� COM8fNE0 it8 ANY WAY 4 SUIT ANY r ,. 30-175 .<'.. ,. ... fw z ,t1NSM., FNk Br6 .... >ifi - DA6ar rla. MFi.4N 1Ta1 iRR4 ( )nn®.aiiM7' _ .. 1aNSt'ALLATION. �y. ". tj fi'� , q «,�,«.�»F„ neUM.W 1 4F / f { 3-'..„,i )'`j ATE 1i6 (MQTi1RE.. 9/ IIFMii r€ # ADEQUACY OF VMVNq WOO j RE4YSTERED DR - ANGHR'ECT PRfOR-BY it3 SFiITTTE.R' ANCHORS - ALTIERRA?E WOOD mmwr4 SCHEOLR.E ON (SEE ;.'LTfi0t14E DN ( y(it. <; 3 { r t aN»TF%ECMEtlr CW SHEET 11M6. M/ ralf )' StWEi' t:i3 ',M. , tt tj'Yaw ,e 1 MAX. ow #4marit xx aY M I WOW ANCHOAS S �( �9Ul1 7 t1SCA ' tPARATioN iA "`t ... I ?'J GtASS<45EE f � � t WK 04 TOS DRAW, I i ir"bT° jiPEE ALE ON SNii:'4"SJ r 4. LiR' r.. '"'- .... _,...:..„......� , w e.:..-: ..-s;,.. ,=.c„•'Y:., ... W IPANM aER T-6°S SNFoT 3). T E11 *: z) ON SHmr GRASS t r r k I , DBOXd i MAX s 0 12 I/2" O.C. { 1 ! t 7- WOOD kyYaa :_, �....._.. aRY.�'.it• REQUIRED KOUm WOOD: ANDN[r&S : 04 =P�,.,..�.w:.�.... .5'EE.. ,YSITL$AL',ild,AND 4M . .J��74BA I,., 3/8r1, ad � W Q1 A t! ( FlTN T1gwRNNATiS}N tlF c r.TttlA ND. 44187 _ rwRlOA, BUILDING CODE Nafi *10A 14V - M . Of16' an4 MAX, A.S.ti: 1. 1kSTAL1ATl(MN ARE ONLY VA(,Ii3' FOR , s ' ik exom r L F . G nLTrTxi, ,A IkGS CAN i� _ TAP & UHT' PRESSURE .N: k 24 Y 5T N P iA'i IaEE51Gk. PRESSTJ 91G AP1LT PA14iR I.E GTHS' CAGE BAL ANCdiD STEER. 0 ANEt. p M STA mWRI ar ' Y 7 SUR �s ', � pfi GAkiBtkEiF IN ANY WA A ANY A h AS PER SC EAU N S{ P H lE5 SET r. +.eeepee+nw 057ALLATIOk. 2, FOR NEW WOW FRAME CONSiRLRCTF3k: WOOD $ fi , f0 '$ mlr7(sAEe �, PR�Ut1CtS tJ C #,., j4 GA�RI% H P N. W i? �. �Wir r. tAEiABERs A BE SO4iT ERN ....E 2, ,/ / ie DENSITY OF D-55, OR EQUAL�A"AL L a AX ewo SaY. 61 rA 'Mt. », aw w.a4..MrperA #iMe: t ra R177.A n l ifHii. pew,0eprrsaYAAp,Ae,ilTut-em. RWM&x:DTSTB�i^16+0. FA%: AlalNhe-p7a? 2ID-179 PIL 1R9 lawt/C!IIE N N L cn _ U N v Q o 0 c ca -aa- .� U N CU c c o 2 a) O Q- i 3: 0 O u_ _ CU O F }CU lb /�� N V ` _ "w E O cn O - .� cn ' 1C 8I Lu rts c, CN SIB 1e:b F Z C4 ,R as y Q310 4Q1 .? Go N U7 CL C E Tn r w Ate. w L_ C5 cn W C U) L. CL CL U O A_ U � W W 'Q Z Z Q J SHEET NO. SH 13 END CLOSURES DETAILS FOR INSTALLAMN IN POURED CONCRETE CONCRETE BLOCK OR _WPOID ,S'jRUCT IRES: YAL IQ FOR REGULAR UFE SAFETY jk E--Z HANG fiTORM PANEL t) SYSTEMS i I POutaL OR :rxe WOOD 4RMg a' s. 14.1� , ,a00-W, 'aC mur 'f12"TAIYXt:/ A114 .. •1 .•REOI71Eto MOW PaaIE ". -"" AR � ! 4 DAP P4«Ea y,r t aPt'Nkr'AMC1gR L 11iRIM1E'iflC tROATON MRi • s xr>rms To— r O Rr#HT. 2 L z s• r ANgE.OR. ol , : d 97< L cflf AUAl, X .'. ,RbR. 39R8^te. 3A aNPk'4 .. _.... PdkeE6 CRNI3TETW CONCRETE.. S .." .. IWIY. WNS A°4kfE $' k #` k I .<;.-' ,* �.. t 1--(�' Mf7lk. � 4:Odt InT 2'Y4" W000 FANVE7. 3101-g1a (, gERLXpEg n - lD 6083-• 40I A -- 2 RBNr. AIfOlE A1LM. IIPx� _ ®s._«N fists OFP ra f' x4'x.7Y z` Ran oR dda3-ta p r asc P/,RAC6N1rt ca,l r•e+, rtNlAx:. x♦SE A N CA r r CASE (PLAN) PEA) S B PLAN) C C PLAN} E D SCALE 1/4'-1• SCALE Ile-,' SCALE 1/4'►1* SCALE t/y -1" PANEWML` f� PgfIMfD- �X�1R�1R•L Al iFfaWE'4 AKI v�L5 Y R4 CONDUCT IR O at ' : 1AP 8R PANpatLiE PUM aRtTOW f •� y�,7•yy (3EF f5k P'OfrRFD ... 1 y FIAYk!•. WUM ` ` AS A RP OPE t E:RN SSiE1>< R. (WN, PANE. : _Ca:l+o Fam YARiEb 2� Fl1AiR '$'MHc 1 � � ® FRarE HERfIiREo ! AS APPUCJ�E i 10 a t#} t oYEf61Y BEY= -: � OPEWND WIDTH) :. 0= an i1W ti R6 1FMAE lAvj -4V OR -- `-'�kEN1 I't1 1M418 'a RAW A, T gANGEa PIPAL1.f1 m tact itrilt wu (HEYER RYF FAxE(} x ao � plsrrvNDE "7` M1s } C + c EXv, �� A. r� CASE G IPLAIV I i �(. �fj= u •..•••*,., SCJLLE 1/4`�I* rut • s• ac i` - _• •. v YAL10 FOR DIRECT MOUNT INSTAWTR)N ONLY 4 CENp v S� •,S � CEAifF1443 PANEL 1NST1Yti1fiWN At WALLS 4Pf �. No, 44167 SUWACE UVEL VARIATIONS WITHIN a/r i *;t"FLDRIDHUILT1NfCODE N6n Nigh YMItat 1mhRe ton M C ( E E (PLAN CASE FamoR 24 OABE VAi:VANIZED STEEL. STORM PANEL FA 4i X dR4M. 81R SCALE t.l4;-1` SCAE1/4'-1* R 4• '. ei /iF/aPad 11,C GLOBAL PROTECTION PRODUCTS. tyre: t r r 1A tN u +coo sir. 6r srArar to �� a e cola a+r (Z {*ri•4ty rf• as R,r xm.,weway�pp� a.ateP - RO-n rl, M, ( 20-175 re.r..614q rptW W-,4e _ tMWNE t«6+i86t-71N4, u�t: fPMN«6-818T an rY Darr > I.0 P$ teEdO:TE WKTEAC iP 1PJC x - 5I R'. RF qt LP, DESIGN PRESSURE BRING (g6sJ4 AND ORMPONDING MAXIMUM AN { JJEQULE FOR REGULAR LLLAR MRM PANEL_;rj'} iNSTA1 t l0NS INTO WOOD =!I [VAUD ONLY F40R PANEL(i)LNSTALLATLONS AS PER ALIERNATWES TW THRU 4W, ON SHEETS & do 7) MAX. A.S.O. DESIGN PRESSURE ROW (P.•.i•)' MMMUM AWhM SPACING FOR ED. - AS SHOWN ON SHEETS 6 di.7 APPUCAKE To OF THEM PAW (f(3 rAPCw LAS SCREW PANa,MATE FFSAAtE D PANEWTE PUS WOOD 13- T3^ 13 1'�.`• T3a. .. W 13' ,••s' T3' i3- 73' - IWr„,�y� 6 ilr B 1/e 8 1/2' a I/r B T/T -- W - - 8 //4' T2 7l2" $ i/4' (BOff•} 5OR s' a e• 6- �... Trap) UESS w 8`' 3W (emoM) 79 '19" 13,' 13' Tr v0p).. , " an 73" 73` 13' IS - (9171104 13` - Ir 13• Ir B• - IM (BOnmq - 6 1/2• - 6 1/r b 1/2" a Ilr 6 ljr (HOP) 6 1/4` 121/2' a ye {80R.)-: 157-4V` 4 l -C 4 fly 4 1/2." 7" 7- -. 3W r M (ran 13" 13- t3- 13" 6 1 2* (tXITWM) « SEE TABLE 11 FOR MAX. A.S.O. DMVN LOADS & MVO- PANEL W=HS W N SPACER aS USED, DORRESPL# DWS ONLY M ALTERNATE 2W ON SIFT 5 MAX A.S.D. DESIGN T�llAE �TMIi; MA71 WM 94CHM SPAC'aK, FOR E.D. r AS SHOWN ON SHEETS 6 St 7 _ APPLICABLE.. TO $:ANY OF 7# M vAXRAUM.. PANEL LENOTH S 7 TAPCOR ;AO SCREW PANk7,aMTE .FEMALE IG PA1tELAMtTi PLVB YTO00 BUSMND 13` 13" 1T i,9" Ir 7W Ir Ir _ 13, Ir 6'... 1W (1TOVTOIN) 6 1%2` 6 iJ2` 6 1/r 6 1/2- - - 6 1/4' 12 iJ2' B 1/4' (wit.)OR r 7 (/r a- fT• - (TO') LESS I T/2' 8` _. 6" -B' - Sw1DtTLMt) _ 13' 'Ir 'IS" iiLR9 3't? 7b 13" P3' 73" 4W (BQttaM TY- f3• 13, -13' 10'" tW ,Y Ir 6 i/a` SW (BofTOer) - $ iJ2" 8 -1/2' a 1/2' 6 i/2• , 1f2' ORP) - 6 1/4' 12 1/2' 81/4, (apTit} >500' 4 TJr Sr 7 1/2' 7 1/2' r_6*. 73' t3" i3 13' it Is* 70' 4Nf (BDTttAt) a SEE TABLE #1 FOR WX A.S.O. DESIGN LOAM & MAX, PANEL LENGTHS WHEN SPACER USED CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 =LiuA A.SA #SION LAM t PANEL LENIM 40 PSF OR LESS 6'-LI" > 40 PSF TO 50 PSF 6'-v > 50 PSF TO s0 PSF W-10" A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE tD OR PANEL MATE PLUS 4N04ORS & W/ �.0 I!Fior3 1/2" D.D. INSTALLATION DETAILS: INTO PQURE0 CONCRETE G fj4•N - ,BnNO PBUREP) ANRfgR O Hii p.0. 7 �...: G NNORM 8I ED C S FOR UFE SAFETY !QON!QRM B=K 1j4* iAPCON ANCHOR 4 0` 0.01 L n MUCTURES � POUR>,i1'. C'RETE 0S6 NCB ETE 4 Fig) i, T/a.. 1/4` j' iJ2" ilA• 1 i%rSfR.1O� F1""' adllg,yHy B 14 WJI56. -rf�#"t � j ! PANM _-.� 1 I ¢* s (SOY EtAYAfRdf R (SEEA1-1 .,,„_I_ _ + On tyT1F,ET ia) - 9 TO ILASS. � E6' E t £z$rTR� PpppUU r :C':ONCNEIEOR TxND)REn aLagt ! " ; Ps� t � 14R81RtG roUR€@4 ON 6LocN � � �. ""` jf'? I ttEA)t1RtED, I i if VNr dC �: RE•OuALD. N eLY81TH i 1/!4"4 PAaftE[MATE1I "• rNcwna 02 / PANELMA T-m�s `. rafrie�»ro) WALL MOUNTINGS WANE 3/8r•i.„ VACAMS SPACIN etruerlur �; �''y1GEN' .! i NO COD on $L(' h Vei ILOrr1 r r BURDI E Ron Ion FLORIDA1. s a: * • i * 1Lr ',f6., t6:1TSq q, rR 4 STEEL PANEL 2 G4GE OALWANOEG STORM AN fiRa9f�T1 a STATE AtoslnP C O PROTECTION FaoDucTs. LLC are •$ (L' %•••••.. ti illH .GLOBAL m a .000 > mat © N 4 A I Y NMLIi\N wxlluar a, Er lu, alcwr.. aT• rAr 20-175 eHir�. mRo-Fa.a. x6.-sro'r t'PS+ its• P#.. CN•P66P7Y1�ea Nf F,E, am awaeY/rw - Mc RANDIER Na. w.. x . Jew 14 or 18 WE Ht1ff79 13 ♦ M rOR A/fCIW16 17FE a STMCe4 FOR eW6«,A,nxs am •aW T1MIE IIIJiCMS. IUA1eA/ ANkIdR AM kwMfa, E1k3EpSTA/eS ARE RN4arLo tW tM6- selte5utc. raR Ed. L694 THAN fflDICA1m dN aCROtAi RERWE AR44M3R aPAayw fir MU.mNa9d6 SPAS, MWypR RN 9piEmltE 5Y NUM A S Dt IGN PR=LIRE K_ONG (b >� f '� AND COR[���jNG MAXIMUM Aj�. DE SPACING SCH DUNE AR MRIA PANEL 4 `ITAt ATI INTO CO.`:CRETl A CONCRETE H=K UCMES �QR RECULz - �tt3.. �1.,, ._s,[� )37a�+o—�� c;Qr�s� _.� KK�IR (VALID ONLY FOR PANG(iNSTALLATLONS, AS PER :SECTIONS f THRU 6. ON SHEETS 4 & 5)OEM _ 94 Ttr,itnNlNuaN A MAX. PANEL LENGTHS ARE Olt WUO FOR WAUAT06 W/ SOLID SET ANCHORS h W/ 9 SPACER AT 12 1/2'- D.C. or - .r 0GEA FLDRIDA 13LFR.INNC CODE Non NI YM fA EWrTTR one Zone) tam t«.16eR. r,« 3 _ a4 cAGE OALVANIZE6 STEEL STORM PAT. 44t6T .. prwN an TF >} 97 jar s .� 3F i_ /ago GLOBAL PROTECTION PROD LtC. r --� 1L E t� i16�.UCTs, T�3y >xert .6RH Yft 31 s1tEE+ 'L�,t�•' • tiremt ra anw Ow4 #4 ufl# C$: xw.Rml m-urr-rr =ieeo ar-mr iff6lC i>I6tfes^'ret7. rAtc: t�«)wb-ma 2D-1i5 ...... ..ws .P"narr.*.w aWA•10 Re:. CA-ROBgrrII r4a. nmwr ., rsmn.s ws rn;fH ... �W.1ER A 78JJR Jr.:PaL •:. AIWFT 4 RP SB.. MNf. PRESSURE W316#Bf ANCHORS SPAt4 FOR MRI ED. PER ab�0.E BE;.oM APDXJS�E 10 fAA1RMtNM PAREL LE�i;Ti (a:) MAfL AS-0. 'DESfOt4 PRESS�E (pe.t.) MA16�i ANCHORS SPACNO FOR a� E.D. PER sclla+trit mcrr ,7PPraGt&E AVNRAW PANA tF:nRTN t+t:) TAF+MN Stia�-SEf P- PLUS 7Ni5C-N@dgt GiiC-iN 4 'fAPCOM SOLD•-�7 'IE P �� 2XNAC-NNLg1 NX-R1 & �, m ; � ro m m m m To m m izNm TE t° t� TiPat 445. -ab OR 1f58 t " 1 a lEai � 13` lY tY 75 tY13`11 01 2 t LESS.' - 13" 13T.S33SaC$�(#�)TS`4Y ,1t13 tY 73 T3 4311' t3"T3' 13' '13.f13 13" fY 13"imP) r13- tJ* 13' f7` i3' 1S"iS 13° iT 13'S` it lj12(rOP}23•S3't3`f2(iaO+t9Y)11 tY7Y13'73' IY13' t3"ia1P)-8'f28'-8`Y6 TY 1S" 13` t3" t3' fi3" iJ' 3- tY 13'OOP)13` 13 -1 44S/2!/(@0110AO rai?4 !dtf7R - - t6 14' S „ S_ : 6 8' * a. @ * .. - 6 7 1Ja &: iTOP') -.... 8 ! @ 8 6 f2. g. ✓2' @' 8, a. 3' y @" _ @. ;- - o. _ g* � g. - o` - ish4' @' a` s• � _ -. e' _ s - @" - ..w., 4 i@oi1�f} t3' 1S' i3 f3• 13" t3`: 13 * L.. 3" t3 * t3 iJ t3 " : - ! i3` _ t iS _ 13' T3• tY 13' lY t1' T3" ii Y 1 / (TOP) 11' Y3" t3 13' 1Y 1J: 4Y 13`- 13' f3' SS' iJ• (SRiTOM} i3` t3' IY 13` i3• ,S• tY 13' Ir t3` ;s• _. f_i 1f2 S (atmob T3' 73' 33' f3` /Y t3' :. lY lY )3° t3• @ 93' 1Y tY 73' tY t3• - t3' U' 7J' 73' SY 1 t/2 6 OP) ._... . - 6 } '. @ 1l4' 8 1/a` b 1-' i`. 8 I j#' @ (BRTT.w}:. 3" 3 " - 0 1/2' 1 " 7" 7 2 i 5 V. i3 „..',.+ i V. ;'. ,�, 70 t4-+` fS @' t Y 11'. 13" @!?`: 7Y }Y 't 5 f2 1. -. ip 7�^ Y 13" t3 1 R 1 a r tx 8 iffy t0 1 /a 711, T3 ... @" i +) t3" 71 ja" 3 1 Y 101 f3` to ti r T3 /a t (a0'tTRM) T3* a'. 1J" ta" 7` 7 1/2 6 1Ja tY 4 1/2` 2_r3" t3` @ iJx TY @ f{2•. @ Ija` 6ij2" 17* &-If2" a (TOP) f3'- 13` 13- 8 T/2 TY 9 i/$. 1D1121 ,{2 a3' @ 1/2' 2 (hBwOnTTOM) 13" 7i/a` i3" 13" tY TO' tY f0' tt* 6' i3• 4 f/a` 2(86flTOAi) f1" 7' f3'- 73' ;Y 9 iJs t3- a ij2 /0 1/2 7 tJ2 T3`- @ i -t...r)- 7a• 7 T/2' t3' tY 1Y t@` TY t0' - f1" @' /3' - - 12tj¢ a t/ @ I/+` 8 tf#�;2 lf2 @ ,fy".. - - @ tf4 8 i{4' (g(}iSO4} �. _ 12 Ile lj2 4 1/a' @ ;/4.. .2 1 12 1/2' - - 8 ij4` 8 TJ4' 3 (BRiTO1R) 7• 3' @'-- 5 Fla' 7' 1 )J2' 9'6,JI' 3` #OOP} ) ,its`: 3' S f Y A` -.: 8• 4* .4 I/Y 3 :Ira" @ t{2`..3' 5 1J2" - 7 TJ2':.....• 4 @' _ ar �: g• _.. g* - 6 If2"' - 1 ifx': - (�TENtj _._,. - 13 13" 8 Y : /�.. i 3" T... ,. @ w "...E12". 13 ! .:" tJ fY t3 . t- R tY •' 1I" 13` t3" @ t/a' tJ' 8 tJ2'.'@ 1 ` /a 5 (gOTlOalj13• ... 1,3` tf2 13' 7'... 7 1/?' S ,fi 7Y 4 i/2` 6ORP) 71' @• 13• 1�" 13• @ 1Ja'. iJ" 8 iJr a ijr.-6 f/2' t3' b _ - $ if4`. a 1/1` @ 1/4' 6.'1/e• - - - _ -- 8 1/a' 14, 8_(NHOT4*'} @ 7J4 d 1/4' 6 (g�r,- SEE SN4lT If MR xkLsiR6$iS'rff a SVAORF ERR riHadAMld16 Rao M(kXt MAX BImOrlA INWAAI ATMJfOR SNW3HS5 wmaNm EdCE 1RSMNCE ARE RlaRfitEd rue nAs sglFncaE tare Ea tfS T)NN BIOMw7ED f«+ tt REeUCE AtICtDR -R+ 16A1181Yie:. BMX' IR 5e6kWi 4r; ssagdNR,E BY T1E raLOREa F,IRmas.:6R tTRB oPUATAtf m eE PriSSelE. �ua6 sPAtYe RotxBRd 1wr,R rACtRR eeu UOT asE L6S THYN ua4AfM SPAGRt ND879m rikl EAt4r A 184E aT tiaa aclaawE. �.' tj+'S1 1 •r ' INY it+*Ii 1 fa r.., 1 9 iNNYk, >fn$"�a lA.mOde1:M .GkK 4f iAeMUM ,YTeIOR swtalo Qn.) a 3 p a 2 ,j1• a Ill e,�Bdry P'e1 a a Tray r J 3 i/a' 3 dtl11.M�(Ed.1 nmY ; ; tjY a 1/a" 3,/a J IJa' + Ai1lL56 F 141 _}* wN Rld - taR - U9} Ida +• � ONLY YW-IO WHEN SPACER LS USED. SF� - .51 FOR MAX. A.zv.D. 0fa5t0tt IJ]ADS 6T HAAX. PAN4. a<1RId SPM.FR iS tAfD. RYi4.ia. _ X.S.D. Lei tAAD PANEL4D PSF DR LESS • s'-6� � 4O PSF TO 50 PSF 6•-2` ? 5O PSF 7O SO PSF 5`-10• {•^'--- _ l($EE SECTIONS 3. ALTEANATLYES aL SHEETS Il 14, 15 *10) i3w+ta11; R-to/141 4-0/43, A- 4, R-10/1s.. R-2B/1_: R-3e/14. V R-TAW/1% R-2AW/15, R-•'.RAW/16. R-184Yf15. R-niffli , 4 LEa#Gi1i e f f � � 3 I f � � � PMdFL�S.ENGtr TOR I - j � REYNULAR STORM PANA ° I � 8'-a• 4 440.D. -40.4 Rif:(. I t (W/ t7YE�LAP Mm PANEL UEWDT1t BOLT) ---- a + --F- ---_; ----------- -- W PAt EL r-8' a a60.0, -64.0 f'•oRJ. (W/O �YE w MID PANEL 1E11CIH SOLI) e 6RNO NUT AT : t _WI * NUT AT E LEFT Pmd Rlaw PANEL 3' 'I• INSTALLATIONSONLY VALD FOR WIND R-tA/t3 R-2A/13, R-WI4, R-19/13, R-26/i3. R-W/14, 1- 0 SPEED UP To 170 rya. `R-1AW/1% R-2AW/15, R-3AY!/16, R-18W/M R-2L111L/15, R-36W/16. -- A(10HONS (SEE SEC@ k ALTERNATIVES ON $MEETS 13, 14, is &igE 1/4- HAM: CAP WFE SAFETY STORMP:� :1 E Eyl._ 9!Q1 (t) zap, SCALE 1/+"+ti". (Wt RLkRAP .t aw VN.' °t) '� STORM PANEL t UFE PANEL '* FLORIDA HWISNNG CODE Non High VelocityNo gone Zone EXTERIOR 'Z ORION mmo t•t®a we 24 BAGS GALVANIZED STEEL STORM PANEL Vowel 'ft \1,k' r� _ lL C Q Ewc, GLOBAL PROTECTION PRODUCTS. U.C. SECTION A -A �r SCALE t/4'-t` �Ij' . r :�Ow»�� �,-�" t68u TG8 81 arm 0 (ts. la.& =ml IrRy*0a Mi. 20-175 - 7 . — -eP.f l.• !Eli27m. _ RR1Na1R Ifs PA. mamf ti nur'k.. a.E t "r mm fa dr is l TALL MON DETAILS INT-Q f FO LIFE SAFETY PANEL �tQoQ . ST GIUR t n 1--t-� I , ,,. l tt 1 ' : llil6fE1R... `k•.,,..,g '•'" HF'IS)ER r- I. 1^ ,r,..._.... AfSOD H 4" ,�O REoUgfi6 11 f # ► TAPCON 1 4i TAP+COfr 4- O,C, a tl•1LG. • ' 1 4Y TAPF9fP 1 x, ` r - O.B• O•C I t 4`• TAPCDN . I OJ9 D.C. I 1 � __ � m „ 1-4) '� � � , '1 `� : ! f ir" r 1J#' ` f , TJa' i 1 J4. �, $ 1 1%2= ,/y< 2• ` 3 iii L 1 I M OA[rveAeWreLw�-il --7•si "L• S - 1 I 6 1 f 1 q MAX. d - �a!It— I , d `. 1 PAfO�,1. EItCM. 1 --1 ^L- ifaz. - iSEE. EL£vArdkR PANEL EVATIO B wwCLf...LFatBa+ 4 `".•"T'' k ON SWEET 12)1 i i (SEE t3£48a11CN: ! 1. ON SNEEt 12) f Ra d 1' Min t H---PAR4Tfat- f } 1 '' R f•fen. ' s, m fitASS. B,30 ;.-t-- i 1 i �• r -. i I TO 0,fffi. I il? j SfRATiMi� f MASS. I W2 Mm. 1 Is TO GLASS. I R ).,-,.....,LIE y __.T( Ep, .._.. •� ifY'ya #'s- - p I } i 1 y, - y `` �;;1ufRED 1 i i 4 t If33" lelf € L } rr I �4`BYAPOOAI '^i �: f'.: � � WopD a�Ti 1�ixa _+ F ) I'=; '"_• _ 1 : a: 4 R" Q.C. � ANCNOR.,4 9' O.C,. ':, StABpERP:O W :S11SA ". w } : } 'ice W SR1G � p t.: ' j 1 4' ANRnOR ` S 4-$"R.C. PIATE. REOUY! - •.. f WOOD - Z WOOD 1 3� Va I L. REQUIRED .»L WALL- MOU SCALE 3/E-1 r. A Tt) r ' y1 •• FA6 WALL UNTINos SCALE ln�, FLORIDA BUILDING GDP Mon Mob Y►IoR No one Zone) !1 I- ONLY 0 O. GN i,. MsiALLA1IOH ARE Y VALID FOR A.S. DESI PRESSURE RATINGS (Pa.(} ANO PAN1D. LENOTNS AS PER ELEVATION ON::SHEE'( IL 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD 5 ,, - 4 87 _ Al i * i * •,k,• - TE0 •ccLL TA % y'•, S --..: mwR fulenr, as... rP. 24 F GALVANIZED L STORM PA JddJ££!. W 6R•le+ rA ' •,•®�— rnM/fmk - l C iNe,GLOBAL PROTECTION PRODUCTS, +coo stR s, 9REEr MEMBERS TO SOUTHERN PINE No `2, W/ SPECIFIC F(()R1D •: ' a xe. sn:ar- M acts veew °t MP°efi, n Nww t rl Son :.20-175 TENSITY OF 0,55 QR :EQUAL. .,..••'• P...:awt -tn+ l«E4M6P-TdrS. rAae haaleea-bra a •w w OP4AM@ 1b: ltfNii -:. 1E OMCRRbit9 1WLM A aLLR.an. P.E. xm m tt-.NP a : BrgSr 1E RF I9. MAXIM .Q. DESIGN PRESSURERATING f.) AND 10RESPONDING MAXIMUti ANCHOR SPACING (VAUD ONLY FOR PANELC;}7 INVALLRTIONS AS PER SWiONS i THRU 8, ON SHEETS +4 & 5)PAND, DES" A-wWc..PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS ytetyANTf'/ SOUD SET ANCHORS 8 Wf SPACER AT 12 if2' O:C. FLORIDABUILDING DO h. 1RR NU1Yloond Ionk !: .. LD DE Mon HL Y ? eadaD TE'nCR, SIC. PJ. * D.441 i * P ! BAL O STEEL STORM dREi 2 SHOE _ VANitE 7y -. ti,. /ar/aRaR � STATE _ �, �y �r �Pk PROTECTION PRODUCTS, LEG. ,� IL c' ci iMC. •.�•� A6W F,N: bi 1mEEt �: OcOAtOp r'` rw a�Y•e. arc «ua4wLn ants t11E ti JSa 4 J " ' "' mow- /w pram-rmi rm 08000-vv Oman I G-Rpf6TTR - sa+w :r !! - — :. oeNewa r� «FNI t tC /pltE A JC= ty,4 ..." «Ar* 44 dP to FEMALE to ,yVi j 13" sonum BY INK: roL� a MAX RSA PRESSURE LU,CdfAd ANCHORS SP/&MD FOR MIN £O. PER SCHED{lf BaDYN � Mfaltlar/ l NAk. Asai. INSURE AYIXIANNI NM;IWRS SPACING MR CRN E.D. :PER SSYiED1A.E BELOW APpUCAB1.E ro AMXRaUN YAPCAN SOLID• -SET p� 7Ait1f.-N,f$N Gl%-IN ik �, TIFtAN SOUR-aE7 GEE stltr7 i t P0R Ate TYPE a 4uC1NR tfAr 1115tAl2JOI0NA ifRFP M0W tRAA2 &A10krRS s uRAmdm ANta+oR f and L4Ruuu awE $IyTANCE ARE ntnramz ®v lws SCRROrL- FIXF t;:a Ltx itYtN IeotoAxm dN :ii;alAE ifrduea Aktaa6 5FACRrR Br ;ANLtRi'NC SPACNa m,C•IN ON r1CtORs #t43 dPmARoi+m aE+E; u@ �uaL f+ar @E t�� niYl udpaaw 1rAcwtd aakatm ran c+eff uictiad rn+ AfABWR TIP'✓) ti'4`s 1f44 YJ4' t 4'z - 9j4`. iH«w4AIICWRSP/tA,'aS�a,jtam a a tiz•JOIBbAN.'i AORAa. $DBE %—-. FACTOR f.ad AD a' �AfiNG510ftLY VAf.R} WiiflH 5PA�CER tSS (ISED. SEE �f FOR M91(. A.S.D. DESIGN LiMR)5 A HAAx, PAtr£i. LENG`(NS Wt•ATO FACER i5 �D. A.S.D. DESIGN LlJl1i1 >r PANFl. 4q P$F OR LESS e'•�8' > 46 PSF 7O 5O PSF 6'-^2` > BO PSF Tfi 130 PSF �-10` A b • 6 i... � B L. .. i. B � � 1,. i .. i «. � i - «. I 4E 1 f ) � :46 SEE b}WEflt is R ti FOR 404o s ANCHOR TfRC t�# TYPE a: SV4M FOR #MAUAVOO W10 LNC«e mm"m Now VAN* (t6.) 3 1VW FRAME aWMm1W. 4WR11eM ANC16Rt SPAChRiS AWR 14IR•1m •1e,Ww: 'Oe:n.1P MS twrrtup.4 a so ONBrAPa m Lusim i i a 04 SCALE FOR L0. IEFS WA r1MI'ditEO ON SR1riED0ULE REDUCE ANC90k SPA 3 BP fAd31ELY8NC sPACWC TR1D>nN RM SCHEDULE BY THE f0U4V 4 FActdFS. FOR 1H6 TR 86 ABBa8Y.f816EBI ii EARTO�I� _...,,,,„.�, '.L?•_,._,_.,_..,.,.e " REDUCED 6BSAMER mMNB FACW SWU Wr BE LESS WM 3 ,/a• $li--"' r HAH 1dri1 w SMCRRT RN1Ci0ED raw" ANCHOR TYPE ON THIS SCHEOU:E. 31 - 1NT9 '��?�UCTL�RES 1 •"-•.' �'�.. E__]iEOUIRED-HEADER_� H�EA4ER AEtS1NREA 1 4Y TAPCON r e @' t t 5 •.. r rt f M6e� 1 t i iMin. a 1 1 � 4 a � � °L "INrA;;. ILI JAW PNRA tENCTH 4 � LMN g (SEE ELEVATION t� � � ON SHEEP 12) t ON SHEET 12) � �S' 4eI -li � � 1-ARA�110N I } I i I 1 EP 1 L i L 1 Lfx I 6• E0. ,Y ! Sy1 2'k4' 2'x4` f �1 I` t fi1 ( PLATE RE { { RED I OURiEb PNdFYMATE ?tuS. L �QUf if4 � P.AfIF.liAiE PLUS f # AAIGi10R 4 as i/2' d0. L t Aftd+oR a t2 tJ2` o.e. l i i s I fLI� r l�LtEIIN!Ii'YE R-�tTW O LIFT SAF'EM FANEL ,a muluuor wALL MdJUNT1NO5 1�R A, 7fuiT�s xAlE 3{a-1' * ��� ✓gays :• A4t67 ': S FLORIDA RLILLD(NG OODLC TARO High Velocity Hmrskone Ions "• tlt : * T ., eaom auto, Frc, 4 SAGE OAf.VANL%ED STEEL STORM PANEL tAwm el f. iNSFAtA.ATtON ARE ONLY VAUD FOR Lk4X. A.S.D. • x•�.�; STATE OF ; W DESIGN PRESSURE RAiTa1G$ (p.s.f) AND PANELOR ELF /�*,�• AL N O L U L C � � U O � 'i;A > t� N ?r CL1 ee O d i.1Cn O U O U '�'^ W Q z z Q J d SHEET N0. SH 1.4. 16 ANCHORS SECTION EV & ALW4"1W anif ON SHEET NOTE 2) -8.4 2) Mak A! T 11111I !I ENGPINEERINC3, Et4wwrer.Ri" expaiessi* PRODUCT EVALUATION JISPORT September 15. 2020 Application Numl*r R2 expooJectNundier. M =Is All American Shoots -and Glass '=UAd'%: 540DOrmaRnerl VftstPaImBeach; FLWM Product Name gOssadirlon: 24gaZaIvar4z*dSteal StwfflPar.&kE Large Scope of EVaWaftiry PfodaEvalualan "aing This SF C_• %rstafeanda acospfarmce perMetnod T{rn. The product nosed above has bean evaluate! justed -a- S.-th arrt202M. rtl-Z .ofthta R'.i, 7e old tilikill revision. Substantiadng Data. - ZBQ= EVALUAII!2N DMMEWS EX drawing #20­31643 tided -24qaGahrarized Steel Storm Panels (WHZ&Nw+(VNZ)'Sheets 1-5, :re=oer0VP9mss,41grjed &soalodby Frar*Sennardb• P.E. loan Integral parl Offt TESF REPORTS Usti€o7rTt stab domance has been lasted in accesdance with TAS 202 tee Standards per tat Large misolky Impact resislancetrid cyck loading perfbmw= has been tasted In accordance with TAS 20t and'TAS 203teskslarRterds portest r9Pod(a)40T-ASG47-001 by SladmWer Testing, Inc. * STIRtICTURALENOINKFUNaCALCULAMM Structural "IneeftralcuNtiqrs have been prepared which evaluoto the productbus000n comparattva and/or rations) analysis To quality the folk Wng design criteria: 11. MuMmom Allow" Spans 2, MIntmarn AllowebIle Spato 4• Anchor spadra IOU SW 12" ", N�#VSUITE 106, DE139#1150 BEACH, ROR;oA 33442 (954) 354-0666 1 (066) 3964999 EnfilweeittNGE xPR Ess. CON LAST PAWLQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROMDED W1 REAR HANDLE TO FACILITATE WSTALLATION IF M.EbMED TO BE INSTALLED FROM INSIDE OF STRUCTURE. I C-Z HANG STORM PANEL 5"TEM C SINGVREAMIR ft+lnt. TRACKS TOP & BOTTOM. (2), END PANELS &qALL BE CONNECTED TO BOTTOM TRACK MERWISE A STOP 91SHALL BE PROYIM AT TOP OFF` PAWLS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4'a-200 4- M,S, W1 7/8-04/32- VING NUT OR 1 4 3^ Wn, THUMBSCREW Ono TAPPED aCTIOM TRACI( LOCATION 04F FASTENERS MAY BE At EITHER OF M EXTERM FIAT FLANGES OF END PANEL. (4)• IN CASE THAT END PA14a$ ARE NOT CONNECTED TO BOTTOM TRACK (j.'. A STOP BAR IS ONLY USED AT MP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE: IN SUCH CASE, CONNECTION OF PAN" TO BOTTOM TRACK WAY QGCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VALID ,fOR WIND SPEED UP TO 170 M.P^ I JV�NMINEERNG Page 2 Or2 All American Shutters and Glass - USK Galvanized Steal Stonn hricls No 33% increase in showable stress has been used In the design of this product. SaParallop TWO glazing is not mendrod forjrTstapa0orms.oulsjde of w1nd2ono 4 and essential fadmies, impact Resistance: Large Impact Resistance has been demonotrobId as sAideftcod In previously listed last report(%), and Is b0counted for In the engineering design of this pmdudL Wnd Load R"Istancer The product has been designed to resist mint! loods as indicated In the span schadule(a) on the respective Product Evaluation Document (i.e. ardneaft diewim), Installation Th" PIV Installed In surd complarm with Its rospoOdye Product Evaluation DoWmentliis, 14. 4=9),-slong wfth adoompanaffis noted therein, Product components shall be of the matorial specified in that product's ratpective Product Evalusborl Document (Le. engineering dreering). UmiltWons & Condfflons of Use: Use Of this product shag be In strict accordance vAh the respective Product Evaluation Document (ke. engineering drawing) as noted herein, PJI supporting host structures shaft be designed to loadsond shop be of a material listed In this produors, respective anchor schedule. V1401 .14-upwo.m=ns which are not accounted for in this products respective anchor schedule shah bs•dosilined fix on a dia-specilic basis bye registered K010619jonal engineer. Allcomponents which am permanently Installed sued be protected onainat other such demage at ad times, This product has been designed toruse will& wW Outside the High Velocity Flu"Icane Zone #iVH4. Respectfully. .'I-. Xi Frank 8crulardo, PE ENGINEERING &PRES0 #PEN465491 Can, Audi, 98$� ISO SW 1Z" Avt"e SUITE 106,, OJHIAFT413 SEA", FLORIDA, 33442 (1954) 354-0660 1 (866) 3196-9999 TERN @F4I91weERI*GExPIzEss,COm ENGIN"AXNGEXPRESS,COM 'N iL V �7� r��g =r, zg:, "F r!"MY 2 f. T-1 LY la,25 Y, 6 1V1M_-____R= -Q w -p 1 us 10 F_1 ti LtJi ti fig a'PflW if 21 4 to 01A I www. r _411 LLI g "'t-"i, I. Ln, ts. l, rill v b W 111MV, A jER. It. Zw 'E. 4_6., '14­# ULIr�v i . �i 20-31541 R=� A04 , J ALLABON DETAILS EQR URIES 2000 E-Z HANG STORM PANEL N, NC 11.06 AND W= SIBUCIUMES i r---CPOMM METE on CoWcAm BLOCK ANCHOR 0 Ir 01C_ WORD-�14W REX -AxUVr0. 0ED14G.E1' HEX HEAD INX %A , FROM _=W.0#4 FROM , J O41 V Win, 3/2, AIM ➢Ar- 10 CLASS. ILLUMINUM POPI RTOAAiwPOP Few _RM1IEf O 0 Mw "'AIL ,,mM PAHM Lmm wo, a rW91A r 70 fXAi55 jWYOF V OF� Mir r .- v-:Lan� TAPCON ANCHOR I 1/4-0 TVM L 2x4* WOOD MC14OR 0 12* OC. Wo- WALL idQMQ N NNTM SCALE ENse FLORIDA WILDING CODE (Non High Velocity Nurrkano Iona)l him MIN. PANEL LENGTH .441 mm Tnm;w- SMALL BE 2 24 GAGE SALIVAINZE0 STEEL STORW PANEL 1. INSTALLATION ARE ONLY VALID FOR &S-0- DES" M7ECwN PROMM. U.C. PRESSURE RATING +/- 40.0 P&J. AND Ir-O' Milt STATE 0 PANEL LENGTH. so. irr 2. FOR NEW WOW FAWE CONSTRUCTION: WOOD lz_e� 14 MEMBERS TO BE SOUTHERN PINE Na 2, Wl SPECIFIC ;6 we_ DENSITY Of 0.55 OR EQUAL DR*" « 14 of ti rs ALL AM ERICANSH UTTERS AND GLASS 24ge 0AwANizED srEELsTatm PANELS �HVHZ & NON-HVHZ) AS REQ'W) FirxUNT MNN-/' _YPEAS R T JEQ!D)' SPAN 6EL(I191 a. ObBTRUC 70N) E,AED- WCH!�AtISFY� W SPAM54 2a &ELgYJ 0TfPIT antL11 BFWJDN, AP q AWN E -WATION VEPriCAL R 1E (NOMHE-1) PANELS) ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 PANGS MINIMUM$ "IA411.% 11OM MAXIMUM DESIGN ALWWAWX AUA ESSU PR RE SPAN � trait THANWAbOVtORAOf IPSFl • as SINT" 2,14i. n 2161.x iXAE .1AS WAI. talk 146 In CO&J" SIA 59a, 6111ift , V (CM* fta UL OPTIONAL INTERIOR FASTENING DETAIL N.T.S. MAMMURALLOWABLE bESIGN PRESSURES' 7 Q; fWNqTJT1N W51t;N DESIGIN NOTES) 'L SWE :OULES P.ItWnWf.DEWGN PPE%LM_CALLVL&TZ. Dr%RTM,1n PER SPTe WEM'SHAIJDI! �ER=11A 5 IN "Al VAIN MR., && ffl M WjCHAT iW9.0f TH I , . A E rtGZ_� LBELESS AN j,ft ARNAMN ES PSTED HEIWINfORANY su*,r,,%.M8anN T_1�1) VISIT ECALC.16131543 a M0 R 4 T 1F ! tqj a , -Z @MINIMUM ALLOWABLE SPAN SCHEDULE ,tALL PANtLb-) . . . . . . . . . . . -7 - - - - - - -- - alit. •Aat4 NEVN 20-31543 mum ➢ --ELI, 9- ON L EGRLSS PANEL DETAIL FASTENING 1,w pii,12f� _,21 BYqA F.'ej 094 T, Ok- 11 1 .375�j t�29_ - . I I a. 12V'1� 2 OWL- 2. 0Q, ryp T t; HRAOM T 0 313" .1 4.5511 IV E. 1, nm! a: LEEaa� MO. 75, Mx& .2s, Mki paw MAX, ] L L e. MAX. 'T MSR IN, 0,; It d .1 9 ANCHdR sPAci-NG 2ILGAUGE 90,4EL8PANB-PASrENE9S4 ANtIm WOVILItliMI011 33 4A $� 41 45 AS ?z 6Z 7Z- - 5 W 133 41 I 2:1 48 Y'r-i 1 jo� EMOW as (*­1 VL SCHEDULE- 12.V'GC� 0"UP170,01-2w TV CI C4 7-EF-ca c� Type (MI a- 6w tLlzv. 1 A0 41 :I', LIRM.. Y-w �2_1, ay. 1,4 4q IRK Y 0 -10� 84- &471 1ZF If,1D- S 4'� ;L rz wb4o4tftEw 41 -4, HiWB; ISPW AWWAWAM'o- 3z Lz_!�: II�tf, 1,1" 12:F, 1�5,& �e� I? 5l �_IJ. Wo. 4,v: 12 '4� IA-Y, 16101� giV, 510 V*11�VVCM IT, 33 10"0' ITW'.9ff" 12�5" *1.1 7" TA;1G#WrFAS0 41 13�,5r A'411 Un 32.T� *U� AC� �M is', ine" Is 6 w izis-, ip, 44 1�_51116, 'Ik.4" 12�9 jj,3,� 16,01' 10, 46.0", aw, 'Izv Ioie irwl 12: A, I N)UP ifflEO.Y tmv iz v� yrow *Rmc 4e 5r, '12,11- V 401 6.zs� 5k 'Ft:2 V� 14i'L AMI. 112A- 44- 11AVI. 191V1 126.V 3S,Y1[IL.z- rANCO ANcHoR NoTe5: FlEbHLEAZIN BUTCNLY1%DvInIM THAR�CREQUALTa EaATIVEDESIGN O AL, 5117T 1. � I I. 4.1 jON WITH ALL 4 E a2�1 in"?, 4211 1FASrENE9 SPACI�� TABLE fok A$�25' 7' kf` 40' 4 6; 2 it, , 4. r 4101, UfAc WRERS: MUIVLY�r. .6.0. 78. 01,41, �0 IK5., 1w �, DES ft"I�sruvl AND fjTFM W4Lj_ lz�l axe� tv�v! "-nl I'll, LBZIII� I I . 311. Go. -8.2. 6 6" .3" 6.24' S-Z Ir 410'OOD "MADISM Ply= M&IN 0 In., IN N93ZI)c ION,) WOODS UD A' IgA011R@fik1T1'M1.TnA1I �.W P��E�M�p 405RA BE S; I, SME* HEAL?" u- IT S R ss susrimd 'A 12 1; C RA 4 'Lp OKANIYM t4 Dgita J�q 0IF" IF_ LJNEM�INT N THIS SMEF ZVI val A, _e 4 �u I . vN Ef iL ff II SMN'DP Tov-b� J I ICI C t9 C4 CONS 0 M _112!1$11 I�A- 71_ 4k2� gy vN rr LU I 11,V�:Ieol IG�V� 1$01 1Z.511 12�51 17.11 19-1u, Arql isz, 12 T. jgwj� 1510 ITT AL 10.0, _,S!. qx5* 6.1W =11 a_j� 94", W, All 2 1&1151' SZ' W1111. 6 2 j�e7 1, i All 111F, rill, fiffif 16,0!* 71 1q, b.29 czx, :M.511 J�211 94 'WMW"MOMMW 20�31$43 PE Tv Pe Y AF Fa ad 4 AS 1iAAt u. 625 n all o • is a 41 _6- (3) (1) c- C/) -0 -00 > 0 (3) (D CD_ Q_ 0 0 = 6) CU -0 0 0-0-0 0 -cu C: 0 CL CIO 0 0 M LL O -0 U) E CID 2 F M -0 ,0 .= - E Cf) a_ < C14 O > LAJ I. CS cc CI_ is C= ti as CU 2e CL w ED e Ij erJ > I= c: Cc 0 cs 1 cl) Cn (D co 2 CL CL 0 CU QL - LU < z SHEET NO. SH 1.5 a r