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Home My WebLink About6732 Back Forty LpABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BILK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Gig. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or KIWall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof I Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR, Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.00 NEW BASE PLAN 06/25/12 2.00 GRADE BEAM FOUNDATION 08/26/15 3.00 2015 NEW CODE UPDATE 03/06/18 4.00 FBC 2017 CODE UPDATES & MODEL UPDATES 05/30/19 4.01 MOVE KITCHEN DOWN, ADD 6" WALL AT REF. 12/19/20 5.00 FBC 2020 CODE UPDATE 1525 1 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builderlhomeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. c%u 0 C y W o s CL o v = eo c.1 m 'c N y O f0 no � +s-• c 75 Co W E.LLJ ca N N 7 M 1-15�' LC'.') 0 y To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F o E g0 co $ N O 0? (0 v . m in a: �I--r-- M �mv 3 *k u- Q c LL W LL EL W Z m°cam a Coo103 0 WW rn rn rn m LLI L IL Lb, C M Z <�: N N OUQ: 0 Z W M � z N ih o g z z o >Z N U J ch o j(` LU faLU O LU oJM V) G w N ZD ... fQ U LU J 8 \. z L N 61 C) -- COQ to, 1 o z M � o� Z z z LL- E E a p o of �m <I z® H 6 0o Z co fQ 2O 'i z <z wz z W z o �w in `= mo owz � oio ib J e ¢w gz ¢ o� go oLL az W m J l � o w¢ ' 0 ;o v lZ< >� J Lf') p d' rn E2 0 =3 L0 a N o o I- N o _ LO �ftmi LL N M N m 0) L'n O LO N N r Q N r E c Cfl 1 j M o Z Z E T— U) Co E U c a .� Q 0 -1 JOB NO : 23-04901 SCALE : AS NOTED SHEET NO. C S _ I i.' 11 I'111111�1114�'h IP'i L v Cr 0 i c C a E v v E 0 J 1 0 v 0 J N N :V 4 r 0 i h :V =y n CD :D Z 0 :n �l it �00�01�i - � I LI = � - Pin KITCHEN 0. BATH VARIES, 2" LESS THAN CABINETS BELOW T MIRROR VARIES c N KITCHEN BATHROOM 2 FINISH PER FLOOR PLAN 0 0 60 INTERIOR DETAILS SCALE: 1/4" = V-0" VENEER KEY PLAN SCALE: 1/4 "=1'-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD rn w 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR TOWEL BAR IN TUB OR SHWR, ON BATHROOM WALL MEDICINE 8 I SHWR. o 0 VALVES CABINET TOILET PAPER SOPDIS r HOLDER 4 v Ow 2 o h N TUB [[ FIN. FLR. BATHROOMS, SHOWERS AND TUBS DOUBLE RODS ED SINGLE ROD CLOSETS/LAUNDRY KITCHEN POWDER BATH 1' 1'-4"X1'4' "L" SHAPE CMU COLUMN - 7'-4" t1'4' DINING 8'-8" FLAT CLG. CARPET 11'-10" AC PAD J t I , 2-7 I I _ - 2x6WALL ___ --- I. D.W. 2048 U) €n 1 L---� ;- -- FAMILY = I SINK --1-DfSP �Y - 8'-8" FLAT CLG.zo - 1, CARPET K ITC C I V - J 8'r 8" FLAT CLG i i TILE ! 1 �T CD TYP. @ Z M I I L? N 2 STORY W/ i�v I - U SP HTT16 BA E I-LU P_ '- EL _ >zo UNDER F�G1 TRUSS I ALT II II AC PAD I I ■ _ ___ __ a_-- 42" HIGH 1/2 -'- WALL W/ 1x CAP Ldn L-------I - - o T-2" 3'-4 I 4'-8" 3 1 4,-1.1 PLUMBING LINE TO SECOND I I r> o FLOOR ■ 1 I I 1 TP' VVD - - 0 8'-8' FLAT CL r - - TILE T27PF. I 1I10'1I 10'I I I II lip, II II II II II - `' I OE-- PN _ I _- TO ABV .I 1 2868 EDGE OF SLAB ■ _ r-_ _.. 2868 2" BEYOND WALL r F - YER S.W. = - C Q S4 HZ C r 8 8 FLAT CLG - w H.W S3 I S3 TILE --- Z I , O w 6-4-3'-10" 6'-2" " 2'-81'-11 , I 4'-1"! - � ILL Q E U - -- - BUILDER TO PROVIDE L■ DO 0 m APPLIANCE PROTECTION NOTE: FINISHED WALLS ■ 3068 1 WHEN REQUIRED PER FBC TO BE FLUSH. FIELD - --- -J VERIFY. 0 z _ 54° x-2 " - ■ < - ATTICCL I 1` U ACCESS _ I - - L 12 ENTRY >- � d 8'-8" FLAT CLG. --- - - - - - AFF - - N W LU -1(0 > W N - CO -- G.T. 9 S3 _ ---- � -- 2'-4" ------------- ----AG --- - ,- I GARE TYP. @ _ i 8'-8" FLAT CLG. A.F.F. SINGLE STORY I I � - I K I -- I S4 I - HB j TYP. @ I I GARAGE I - ! I ■ -------------------56R 16070 OVERHEAD DOOR ■ ■ 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 16" FOR LINEN 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT rr BRACKET 36" H BASE O FINISHED CABINETS a COUNTER TOP 30" H BASE o O rb CABINETS ao ao 4 LL SIN rn IL Q 2x a} 'n F Cl) 00 0 FRAMING bN o 0 = 1/2" GYP (V M N N C? BOARD FIN. FLR. FIN. FLR. SHELVING x P. ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" 0-1 1'-10"1,16-0" 1'-10,, 4'-8" 19'-8" 64" . 25'-0" 2 0 co A 4 / J - S6 N TYP. @ 2 STORY (3) 2x4 #2 SPF '- STUDS W/ USP HTT16 @ BASE 1. WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 2 X 251 S.H. 13 20 X 38 $ 18 J X 37 J S.H. 14 20X508 184X50 S.H. 15 20X63 184X62 S.H. 16 20X72 184X71 S.H. 11-12 271/4X26 26X254 S.H. 11-13 271/4X38J 26x373q S.H. 1 H4 27 J X 50 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 1 X 37 3/4 S.H. 24 37 J X 50# 36 J X 50 S. H. 25 37 J4 X 63 36 J X 62 1/2 S. H. 26 37 J X 72 36 J X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54X38# 522X371 S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 J X 71 7 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 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 HS (2) - 1 314" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 +28.3 / -37.0 DE +26.6 / -29.1 �F +26.6 / -33.5 GC� SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 FIRST FLOOR PLAN - B. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 721 S.F. SECOND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT 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) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. e� ,CV C9 H 3= d a, 3 na d io W .o N c Cc o a v M 0 [V 0 0 e �4 •'1 r U. r rya To the best of the Engineer's knowledge information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H a 11- a v E V O N o N O C' c0 r 0 ��; N� i/)�ti- N a�rNO C J w w JLL U- d -ern a _ r o z WW26jO' m Z w LO m Z d N 6 of 0 = O < v W ❑❑ v (DM� Z N � o g -MlD Q ?, N M z a Q) o u- +1 � V � 0 w o V) V) V I- CO v W N I- E m i.... c� O 2 OD Y N m o J z w C M M Z O z LL L9 E z o o �M N ZaR Q 0 w 0 00 z &a wz �W ca C!JL ¢O m0 1LL c m mo ° z _ J <� Qz �Z 8 a' g o �z C, .pm �LL 63 o _ w< O Xo 10 0q °� '00 J 'L O �• iu m LB cc V 0 CID LO _M .--.D Q N CT Y o 0 N 0LO J m i--+ i 0 4-1 LL CO N- `II m L{) O LO M T N T E c CY)Z (D LO o LO z � E r N � iti c d U < p JOB NO: 23-04901 SCALE : AS NOTED SHEET NO. 1.1 III III II 11.II0111 nn,- [l STAIR CALCULATIONS: TOTAL RISE= 1U-0 3/4" B (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 16 rgv i15 ,4 ,13 M Z12 i 42" KNEE WALL WITH 011 1 1x8 CAP & CASING -10 ig �o B i8 STORAGE00 GRASPABLE UNDER RAILING -"7 STAIRS 00 i6 1x TREAD 1x8 CAP & , i 5 (TYP.) CASING i4 1x RISERS (3) 2x12 (TYP') 3 STRINGERS 2 N 2x FRAMED 2x FRAMED WALL WALL 1 - - 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. rIN T SIN r CONT. HANDRAIL 42" KNEE WALL RETURN TO WITH 1x8 CAP & CASING WALL DETAIL _� DDEEPLYWOOD CKING FLOOR SYSTEM SCALE: NTS 25'-0" 12'-0" 9'-6" T-6" 1 31-5" 514" 01 D2 H1 6 H1 0 6 TYP. @ 25 SH D2 25 SH D2 CONERS L t � 2X6 WALL EGRES TYP. STAIR SECTION. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height - The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding''/z inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 318 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 7 CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 3 D2 SIM. w/(1) MSTAM36 FLAT STRAP J S6 TYP. SIM. w/ (1) MSTAM36 FLAT STRAP DRYER VENT- THRU ROOF. HANSON BOX @ 36" A.F.F. LAU N 8'-0" FLAT CLG. TILE TB 60" X 36" - SHOWER 16'•4" FIBERGLASS SURROUND T-4" TP -- --51-5 =-- OWNER'S BATH _. SUITE --I ' 'FLAT L.G.0_ 2668 T-O" FLAT CLG. N 2068� TILE ^ _� CARPET io _Bf G.T. - - - r 4SH 30 Co o _2668---4 - +I @jLID. uw M 42" HIGH 1/2 w c WALL W/ 1x m W CAP 2668 CHAS/E BEDROOM 3 8'-0" FLAT CLG. U) m - CARPET Ca 00 ' IX rp in i I t SI G.T. - 4" 10'-4" F- I cn I I I I I I J I I I I I I I I I I a I I I I I I I I I I I I I 00 611 114113!12111110 9 18 1 16 15 14 13 12 11 N 24 SH co0o /\ 22 H 1 g 4 I N i 01 O D2 1 T-811 8'-0" in 21411 10 Of 4068 BF BEDROOM 2 _ 8'-0" FLAT CLG. j ca CARPET I� I I I I 1 22 I I D1 I I co 4068 BF I I 1----- ------ I I I 25 SH D2 EGRESS 22 I H1 D1 I I I I I I I I ' I I I I I I I I I I I I I I L-------------------------------------- i -2" 11'-01, SIM. w/ (1) MSTAM36 FLAT STRAP N 00 N N 0 1 i" 0 60 1400 RFV 10-1-20 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-01, 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT, REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 S. H. 13 20 X 38 J 18 z X 37 S.H. 14 20X50J 182X50 S.H. 15 20 X 63 18 X 62 4 S.H. 16 20 X 72 18 X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1H3 271/4X38 26x374 S.H. 1 H4 27 4 X 50 � 26 x 50 S. H. 1 H5 27 J X 63 26 X 62 112 S, H. 1116 277X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S. H. 23 37 J X 38 i 36 } X 37 314 S. H. 24 37 J X 50 J 36 4 X 50 S. H. 25 37 J X 63 3671 X 62 1/2 S. H. 26 37 J X 72 36 J X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 733 WIDE S.H. 32 54 X 26 52 J X 25 4 S. H. 33 54 X 38 J 52 4 X 37 3q S. H. 34 54 X 50 J 52 4 X 50 S. H. 35 54 X 63 52 4 X 62 7 S. H. 36 54 X 72 52 4 X 714 S. H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 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 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 +28.3 / -37.0 OE +26.6 / -29.1 ® +26.6 / -33.5 SEE SN SHEET O SEE SN SHEET '� 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 SECOND FLOOR PLAN - B SCALE: X"=V-0" R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where n p p appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'41 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 1ST FLOOR LIVING AREA 721 S.F. 2ND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/13-13 KRAFT FACED (GARAGE / LIVING) 0 O W --omx W C9 Id y -0 N N p rp a E= 3 �- cu ffi 'als ro c E � v Cl- M GV 0 CV N 0 C i' 0 I.w 106 a . To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a �E 0 0 6 s .5 - om 7 W ? tnF- I a a N OIt co V C -� l W J LL n- p Z' C13 Lu N -, a 2 v Z I% Jr- Y� hoL � 0rn o W Z ILc � rNi Z a N a � o o� Z L) co W ❑ ❑ M � z N M 0 Z N z � � N M z `o 0 (� w -� O tff w Of U w 2 8 U a y o ¢ � o N � o J Z W M M z ¢ Z L-'- E cdE z oz<o cd- U z oa !� N o o E �0 &a Uo o 0< t o wo Z �� _� L �� ro < o Imo w 2 Z K m J m ¢ w 5 w '2 �z J A� °< az 1, 1, W m <o Qa J o C10 =IQ ;o o I =O 0 = B m 0 M CID LO TT LO •� N o o N � U O ILL r1%1 Y c N m N O L O C4 Liz CV fVIr- co r E c (� cc L z z E s'- » E `m a E o () ° ¢ o JOB NO: 23-04901 SCALE : AS NOTED SHEET NO. 1.2 EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU 12 5.9 F�� FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS M Wd• • ------------------------- 6068 SGD REAR ELEVATION - B SCALE: 1/4" = 1'-0" T.O.P. T.O.P. 12 — 5A % FIBERGLASS SHINGLE 5'-0" RIDGE VENT INSTALLED AS PER MANUFACTURER SPECIFICATIONS RIGHT ELEVATION - B SCALE: 1/4" = 1'-0" ELEVATION - DETAILS_ �`-10 11 1, FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER FIBERGLASS SHINGLE �N I�''I 6��' 4' OFF RIDGE VENT SPECIFICATIONS 12 INSTALLED AS PER 2, 2" 5 9 12 5'-0" RIDGE VENT 5.9 MANUFACTURER SPECIFICATIONS DETAIL SC FRONT ELEVATION - B SCALE: 1/4" = 1'-0" LEFT ELEVATION - B SCALE: 1/4" = V-0" T -l00 00 FIN. FLR. T.O.M, r General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-V crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 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 00 TEXTURED All flashing material for coastal locations (ex: within 3,000 feet of the CEMENTITIOUS ocean) shall be corrosion resistant material (ex: zinc and/or stainless FINISH ON CMU steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 FIN. FLR. era cav era �. p P �a 7' W i] _ C3 CV O v Q w . d CID 10 O w a M N O N CV CD C,: I, r 3a ` '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 An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I;t E v a d m s 0 LL7 00 N 00 N ni 7 ** W a rNi J v - W /n V a c JELL W W Z an d m o co ti fcW � 7 @NCO o 0 5 m W Z ��6j � Ill 0 N d {- z o N FO O U Z W ❑❑ E � MFEZ z z N M a o � N z C Q J n- N N z a o 4--J C-/ w U _ 10 w o CD A f6 c� W af c s— J E L 3 I r =� = w N U o co 0 Q N Cn o Z w to M Z ¢ Z Q z 14 E u UjCL Z 0 m F— t6 g oM 00 a E ❑i a t Z CO La wZZ o Ww CJD ¢0 y W. Z ZFm <w 2i o� z Jo cSn LL a Ww W <2 1G �3 o �0 <w w� =� >° v 0 3 °C:) !.n 0m 12 0 _M o ^ N o N (^ U v , � [Q C /� L / f O LL LL N c>3 m N M � O LO N r � N E E M (fl t j o Z Z E T c cc E U J Q J JOB NO: 23-04901 SCALE : AS NOTED SHEEP' NO. 2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER MO 200 amp 150 amp UNDERGROUND is SERVICE BY POWER CO.-1� INTERSYSTEM BONDING TERMINATION PER NEC 17,250.94y NEMA1 150 AMP/ 200 AMP 4 to lights & outlets 2 to appliances and GFI 0toWH to Range to HVAC 200=410 in 2" Conduit 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 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 FfT DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH y3 THREE-WAY SWITCH ?Ll. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE 1-01 HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1.5" VTR ,III I� I I I r\ SWITCH FOR DISPOSAL IN CABINET — I I I ALT I I I I AC PAD WP GFI4 DISC. WALL MOUNTED LIGHT FIXTURE I I o PER SPECS O® RECESSED LIGHT FIXTURE PLUMBING RISER I I I � LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS � - - - - - - - - - - -'I P c TRACK LIGHT SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO 2 1 1 GARAGE DOOR FLUORESCENT LIGHT FIXTURE BE VERIFIED WITH PLUMBER I I ■ - GFI I� EXHAUST FAN I I � N I A -- RA ---------- E SWITCH FOR DISPOSAL I EXHAUST FAN/LIGHT COMBINATION j 1 1IRRIGATION R rD ELECTRIC DOOR OPERATOR (OPTIONAL) I IGFI @ 44" CH CHIMES (OPTIONAL) - i IA. F.F. Pe PUSH BUTTON SWITCH (OPTIONAL) - - - -GF1- - Ds PUSH BUTTON SWITCH - DOOR BELL I I I I SD SMOKE DETECTOR -- I p o o GFI - I I I --- --� - - - - - - - - - - - - - - - - 1 L i CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) - ■ GFII - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ___________________ ------------ COACH LIGHTS - I 2 X 4 FL. IGFI OR PREW AS TELEPHONE (OPTIONAL) I / I �. PER SP CISE e USB TELEPHONE/USB (OPTIONAL) GF11 KITCHEN TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. - - I I I I DEDICATED RECEPTACLE O THERMOSTAT I FOR MICROWAVE IGFI RANGE HOOD ELECTRIC METER ! I ■ - - PER SPECS P_ ELECTRIC PANEL ===J - - 3 I I DISCONNECT SWITCH �L� C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 1 OPTIONAL LIGHTING SCALE: %4"=1'-0" ELECTRICAL PLANS SCALE: %4'=1'-0" Q O cv o > W vm (D >- t o ci a� Z C SO V CN CV H c ti C3_ M C= .y Q r0+ CV 3 a' a) Y ao o. s Cu CU u wQ 39 $ i CU .0 ' 0 as _ y ccm C E O O ® w 0 CM GV 0 N 0 O 171 14 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W g �E 0 co 0 Q o •j � n I04 r N Lo U)rr- U) Q 13 CJ gj rNi Ov z5 U_ C J 2 LL W utLL 55 p- � m c� rn -o :5.- o W o�� O m Lu Z ILW co N Z ¢ J Q N O U �d W U W ❑ ❑ C z z CO o g N z o � J N N o) � 4-1 w —� O N V Ln Lij � � g w eassa c6 U w c � r— - E I =� s w U o N C_ in 1 ¢ N 0 M® w CO M Z ¢ Z Z LL_ fl.. o V zo w� zo Z® D 2 � ¢� wrr 00 It o Qo Z �w J to a 2 m p o, m a�i �o Qw s o� gZ a o LL d N F W m & mZ �- = F o ra w� ;o a 0 3 =O 0 = >L6 0 0 m CU 0 M (6 s- ^ Q �(V ' °o N CL '^ (/) m >' LO }� O U_ N c6 m N Liz LIi7 M N t— r E «? n (0 1 j 0 z E E c a U J Q p J JOB NO: 23-04901 SCALE: AS NOTED SHEET NO. 3 ZONE-2 ATTIC SPA 60 SQ. FT. 3 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) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 1.0 Floor 288 276 39 138 10 69 138.0 0.0 138.0 (Zone 1) Main Floor 0.0 0.0 (Zone 2) 60 58 8 29 2 14 0.0 0.0 0.0 Upper Floor 5.0 1.0 (Zone 3) 860 826 118 413 29 206 213.0 75.0 138.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN-B SCALE: Y4'=1'-0" e+� N 0 N � Z C7 L7- Cam+ p Cj y l0 G a. y Q S6 Q r+ N ry✓ Gi y • d E ® Q. dIj cs. � E m >a N O N O 0 f'y 0 m ` 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 g v0F m 6 - N '0U) �WcoLL 55 a. ZW CNWM ogr`o W to °) z mwro 0 zNU <U W ❑❑ o o z co o Q — a N /� ♦ M I h C V O u- Tl 1W W C 0 U In w o C w moo' N � "s U w � f— i L U o y N 0 o w � M J z0 , z 4 LL p m zo o yN ao O E V o, w Z z; p d H B �0 ?a o� o '2oz a z co a? Q z S rr ..zz w CO CC -n q z mg O o¢ � m a� om �o z aw 3 �w go cn m0 az W m <o o� �3 w =0 o wY N �o C O 0 i J L6 Qrn m m i- M co T— =) N o LO Cr o N CL U) m CN L }, i N M cv m L Q 0 LO CV CV r N r CO o ca Z E E c d U -j Q p JOB NO: 23-04901 SCALE : AS NOTED SHEET NO. 4 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 113 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN V W Z ' 4 w U) a CONTROL JOINT DETAIL SCALE: 3/4" = 1'-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 #5 CONTINUOUS TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL . d REINF. SEE FND. FOR POISONING QUANTITY s •;•: #5 X 25" X 25" CORNER BAR ONE FOR EA. 25'-0" th 1 HORIZ. REBAR, TYP. • . • ... • . , 4 :; • U.N.O. 10'-01, 15'-0„ • ; s ,�- **Alternate: it '. y� ,5.``�'-tip,^ ' The reinf. bars shall be r a ® cont. around corner by cold • • • 6. • • ` bending the bar w/ min. 2'-O" x 2'-O" x 1'-0" bar lap of 25". W/ (3) #5's E.W. L 2'-0x " 2'-0" x 1'-0" S3 W/ (3) #5's E.W. TYP. CORNER BAR DETAIL n'P SCALE: 3/4" = 1'-0" T — — — — — — — S3 PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER TO MASON'S SCOPE FOR WIDTH 0 Ln ZO 0 U) O CV Z O O� 0 U) LL 00 Al 1. 0 60 c� 50 A. P. I i I IV-&1 6'110" 1 6-2" 11 5'-2" 5'-2" PAD I 4-0 2 STORY S6 U.N.O. ■ ■ ■ ■ // I M I S3 I INDICATES FILLED CELL W3 00 PSI I CONC. GROUT FROM FTR TO BEAM w/ 1#5 REBAR VERT. BO E SLAB. / TYPICAL @ ALL PLAC S SHOWN //� HOOKED FTG. DOWELS 17" HVAC CHASE EMBEDMENT W/ 25" E T. ABOVE SLAB /j BASED ON "GRADE 40 STEEL"- // LOCATION I4'-2" 2'-6" b T 6'-4" ■ ■ 00 cn 0 ;r 0 T M A. I 0�I I II I ■ / - ■ I /�/-! � I I I I TYP. v TYP. @ 2 STORY I // oo // m I I I 2 STORY U.N.O. I / y- ELEV. I 0 I I ■ U.N.O. _ N S6 - I I M /51N CONC. SLAB FALT� PLUMBING / ( I I 3-1/2" MIN. 3000 PSI I STACK r I I CONC. SLAB FOR (� AC PAD iv — iv ■ — J I I HERNANDO COUNTY I IS L1 ONLY 3-1/2" MIN. 2500 I o L _ — — J PSI CONC. SLAB OVER STUB TO I 6 MIL VISQUEEN I T LUP OOK I C VAPOR BARRIER `r' FOR A/C — — — — ■ I I ■ 2'-6" x 2'-6" x STUB UP TO 9 1'-0" W/ (3) I o I #5's E.W. i ih FOR A/OOR I ■ w 6'-10" 2'-8" 9'-8" — — — — — — w z H.W -3 1/2" C K I I o lY �-�.', I S3 S3 I Cn w<0 �'-8" BUILDER TO —1----1 > O m I z Lu PROVIDE ■ ■ ISO O_ z APPLIANCE F' PROTECTION I I TOP OF CONC.1 4„ �o PROVIDE 1/2" x 91/2' ■ 0 Q WHEN REQUIRED PER FBC I PAVER TO BE4" I BELOW FIN. FLR. I I RECESS FORFRT.DOOR M P L u N S3 0 IOW .- I LU I>w I _ I I ■ — -- s3 r 9 I I I o 2'-6" x 2'-6" x 1'-0" N r W/ (3) #5's E.W. 2'-0" x 2'-0" x 1'-0" — C,J. — — — W/ (3) #5's E.W. S3 (2) VERTICALS 2'-6" x 2'-6" x V-0" W% NTILLED CELL I ■ r I W/ (3) #5's E.W. I A 0) 3 S3 I S3 TB I " I o TYP. @ o I in SINGLE �; ------- —�--------- 2'-O" x 2'-O" x 1'-01, STORY W/ (3) #5's E.W. 16'-8„ 111-10,11 16'-0" 1'-10" 5'-4" 25'-0" z0 O~ O U) T FOUNDATION PLAN SCALE: %4'=1'-0" i > W C o C2. v o C 10 V N N 0 N t to d O J Q r N Y 3 ny ccy a� rr N a� >= E o M O CV CV O L(') 0 1, N P J, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 8 0a�0Lo �NC1. N OQ 9N(hJ LLJu.LL w a CO .. 2 O �y 0 �i C 5'@N O > 0 Z N N Z U z O < v W El El CD M � Z N r> o g z N z o � � wtn M 2 a U `i LL }J W � V N O V, W o w uad U � W N ;`••e e • U 'o N 0 o co z •7 c co U- w z Q a E -o <@ Q E U o0 z z® p" Fm �� 00 o E o< do O� °z co F— az S wz o �� VJ Ca c <om0 o0 Z m J <z z C.� ¢ ° z z a0 C) o O pp < � o� = r3 �O S IIIIIIIIII1 d W¢ A j0 Ova G O _ Ln 0zn ca ca c� (ei CID T N .—. 0 0 N 111 LO }, o LL LO U CIOO LO m o LO M �— Q N T E E ('ri r CO LO 0 z ' �' E T co E 0 U J Q 0J JOB NO: 23-04901 SCALE : AS NOTED SHEET NO. 5 F i Rn' I ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND J n CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA {+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e I 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 1 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %s' EXP. 1 C%6) ort6/32" EXP. 1 C16) TILE: %2" EXP. 1 (33116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 7%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (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 RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:121-[12:12] 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 1/2" C H2.5A 565 1 535 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 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1Od x 1 1/2"& 8-1Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 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 SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED W/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F W (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 1 605 12-10d SPT24 1 1090 1 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 1 680 1 570 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 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 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE S-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN ELEV-13 SCALE: %4'=1'-0" 4r9 0 N ti � o =a *m �1 as -o > W ®_ c V gP O_ C V CV N c toA. d1 _ � v, o m =' W CL) a = c� ca c p �!�•2 z N Q-� c E � v M N O N LC� N o 1 1YS e -0 F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W ao zr E IS C) cQ m N N N c `o 0 —(1)o 5 � C9 w # H ei r` r-- -0 L, to w a �rN)0 LLaaw Co LL iL ° ci J O orn 0 Z) a ii _'mv q 0 ❑ Q� 3:O ] rp N (O M J Q K Z a _ ILW co W LO Mz U 0 z cv a OU ❑❑❑ W M o � z m o — N n N C) C ' _ O IL 1Wl T C!7 W m ® U 0 0 w o L I [y N �N E•- cn (� W � z U o m Q 0 o N IY o J w M 0 ¢ 2 Z Q a w cn E Q zo wo�� zo ❑a � VO 00 o E ao �z 0Z cu ♦� ` o cn ra oo mo z m � J < z z g o< O o g a w LL N W o� �3 J w = J o Cl) w� 5 I 0 "- F d 3 O 0 J L.n O rn M LO .-. N CT o N '^ n U) m J �, N ~ +r 0 Lo O � � N M 04 m Cn U-)o T Q M � T m M co CD 04 i o z z = E r N ca d E U 0 'a p � JOB NO: 23-04901 SCALE : AS NOTED SHEET NO. 6.1 TYP. @ F CORNEf ) L— — — — — — — — — — — — — — — — — — — — — — ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e I 3r 10 HIP -35.94 -49.57 -49.57 -49.57 4 GABLE -38.22 -38.22 -60.99 -60.99 60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 CY16) or 7Y32" EXP. 1 (3Y16) TILE: 1%2" EXP. 1 (33�16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2%2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9- 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) W83 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" 0 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 - 1Od 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 SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22.10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & 1 LUGT2 3100-M 4520-F 3100-M 3800-F w/(32)16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 1 605 1 12-10d SPT24 1 1090 12-10d HCP2 1 590 1 555 1 12-1Od x 1 112" HHCP2 1 680 570 (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 (B) TRUSSES (+/- 6") *FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (6) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY )ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN ELEV—B SCALE: X"=1'-0" A9 cs � M LLJ Lj- H o CV 9 0 n) to Ax — CV � y+, a: as wc as E c CD a) c ca 'c E o CD C> 0 N Ln .y1 ' 01, 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 CD 'I E: S aN} O tl oN N N ow 0 3 ltn C? N LL U) � N 0 u_ n. W a yp V C J 2Ur- JII..LL '55 U Z o z_ Zm"1' 0o »4 0 'M N CO 03 J Q f n g I T Q z Z LO N z Q U S co �^ N O U ❑�❑ z W Co N M O � <M v �o Q C� v' N ^ V) Co � pq l✓ O 111 fi L W � U OLn w o 6a176 CJ � c W � 11 Lei 8 C) o y < U) N Milo O� o � w M Z S Z Q U- n E E Ou zo o= wz >N Z zo0 Oa H 10 CL ga �O ro ru ¢o w ru ¢o H m0 m J m ¢w � 10 �� z V G� o �0 a z x- � m �p a, o Uj > � mi o�Q CD_ O J L6 O d' 0 co LO _M o LO .-�. N U 0 �I rvn'� 0 04 CD f }+ LL LO O CN CD u r Q LO r Z M C�4 N Ln o ca z E a m a E v a� a o JOB NO: 23-04901 SCALE : AS NOTED SHEET NO. 6.2 c GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed 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 / . O Safe vertical load Safe horizontal load `- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS FORM & GROUT SOLID 8F8-1B/1T 8F8-(�00B.//J71T 8RF6-OB/1T = j, p N LU K \J © O• O O• ,O •,�• T V *'•1 10 O O O ° - #5 BAR CONT. 8RF14-1B/1T8RF14-OB11T 81`16-08/1T 8F16-1B/1T 8F121B/1T �'•' �•= © A O © VO 81720-06/1 T © "V" LINTEL DETAIL I7' ,�'. rI j'• .i'T I', ,�". j� SCALE = N.T.S. �OEM M 0E IN M 0 0 IN 0 E�I IM I IS MimiIM E€ iml € € F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J w 8F16- B/1T J a z i" � � Z QUANTITY OF tNOMINAL. WIDTH #5 REBAR AT TOP NOMINAL HEIGHT #S (1)REBAR TTOP ALTERNATE POWERS MIN..(1) REQ'D 1/2 LEAR STEEL LINTEL C d O d ° d .M.U. #5 REBAR AT TOP d° , MIN. (1) REQ'D 1-1/2" CLEAR a UPLIFT CONNECTOR tYPICAL (SEE PLAN)- HOdK LINTEL REINFORCING INTO SIDE VERTICALS - PROVIDE STD. 900 HOOK W/ MIN. 25" LAP SPLICE ON EA. END-, PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR CONT. PRECAST "U" LINTEL FILLED SOLID W/ 3000 PSI GROUT (SEE LINTEL PLAN FOR MINIMUM GROUT TO BE SIZE & REINFORCEMENT) FLUSH WITH STANDARD 90 TOP OF WALL-- / DEGREE HOOK If ; . P. A '.:. PROVIDE 3"x3" HOLE ' 1' IN BOTTOM OF PRECAST LINTEL TO it EXTEND WALL REINF.' } • I, I' THROUGH AS REQ'D. 4: .•. I REBAR BOTH SIDES �' REBAR BOTH SIDES OF OPENING U.N.O. OF OPENING U.N.O. `.. •' ' 12" OR LESS i 4.• :. ! '` :: .• ' , . ' • ' , a .•• INSTALL MIN, 25" LAP SPLICE BETWEEN WALL REINF. & LINTEL TOP STEEL AT EACH SIDE OF OPENING -TYP. CONT. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR .. SEE FOUNDATION PLAN FOR-/ FOOTING REQUIREMENTS SEE FOUNDATION PLAN FOR LOCATION INDICATES FILLED CELL FROM FTG. TO BEAM w/ (1) #5 BAR 8"x8"x16" CMU U.N.O. TYP. DOWEL 25" MIN LAP (AC 1530) SHEAR FRAME @ SINGLE OR MULTIPLE WINDOWS SCALE: 112" = V-0" REVISION 10-19-16 O 6'-0" LL ° d d d GROUT C.M.U. 5 REBAR AT cn i j - ° O BOTTOM OF a cn z F Or LINTEL CAVITY ° '-*-BOTTOM Lu U U) UJ , „ 4 -0 LL o v o - REINFORCING ¢ a c7 7.5/8"ACTUAL PROVIDED IN Z o w Lo "NOMINAL WIDTH LINTEL 4 =' - 9#5 Oa REBAR AT BOTTOM (VARIES) u~) R) X b AS INDICATED MATERIALS ---16 GAUGE POWERS c-T f precast lintels = 3500 psi. STEEL BOXED LINTEL 2, fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f'g = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION aQ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 8'-8" LL OMIN. 17'-4" LL O 4'-6" LL O 4'-6" LL O 5'-8" LL LINTEL PLAN SCALE: Ya"=T-O" cy R*.e Z o ar o a i N LA- C, y -0,CN t cv `9 n3 1p_ = ao m o � Q 3 en c M 0 CV CV 0 �.. -. M. 41 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 0 a 8 o ° W OD N 'n # ai rn r• � 'D � J M M V" 22 �* g J Q J L w J LL LL a 0- O y O W 3 N r r9 O W05 91 ' m LLI J Z L0 NZ ¢IL < N O avd U W z N M 0 00 83 QN � O d w M � I � z QJ c� o C ci? ((5 w � y� IL - � 0 '^ LU o I Ly N ,V o v IRig co U w L I c CD �® N � w M � 09 Z Q E S � =o O oLL ¢ N z® O d I - 00 o ¢ o¢ 0 ¢=Wz ¢o 3a°z O U mo z Z m J mm ¢w R a ° o< �z z go OLL az W D ao �w =3 0 O WJ M za a 03 =O 0 2O = J 'L6 o d' 2 co c� M LO CL LO Q CT N 0 N 0- U) 2 >, N ~ CO+r 0 O L LO N co N 04 0) LO o Q M T' 04 T r\ .0 IS) C) m M Z E T- m c C: a U Q p � JOB NO: 23-04901 SCALE : AS NOTED SHEET NO. 7 e M NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR, 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3, GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1, 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 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: 10PSF 2, 1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS, 2.4, WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3, WIND LOAD DETERMINATION BASED ON ASCEISEI7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD, 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 Y2" 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-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 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 SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE 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= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. p y u g 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches, Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8, FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC R R318.1.5 - C ncrete over ou and mortar along the foundation perimeter must be removed be ore exterlorpsoirtreatment. 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 before be issued. pest control company a certificate of occupancy will The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2,1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. AInTC- IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND %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 8". 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� o . sae o -o Z as -a > W C f6 (J N N p m Q N � � d d � Q is y c E !� CM N 0 CV 0 C> _ =� j in To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W O E U N �-.W N C-,=0 �ao N mNM� CLL u- e. mISW 0co mW en J 04 M Z Q N OU Z 0 U) W ❑❑ Z N M 0 0 z Co z o J d. Lf1 V) N z Q) CD o (� w O -� V) w o w �� U w J E mI• V > N 0 c `� (D ri ¢ N m III o z M Z Q w Z Z M J � 4 � LL ? O Zo 0 0 Zo Q N U 'z z® oa H to no no o D ? E oa c�0 "' 0 a kZ UD c zQ m� m aU om >z z3 � ! � ¢� zwz og g0 Gn 3 A oLLLL R ow m d ~� o Jw wF � -0 o�< 0 0 O N= 1-L_ 'L6 O 0 rn TM m C7 co LO _M co Q _ Q N o N ��rv///''�� m LO 0 L0CN U M o LO M T_ Q N r E = Cfl ) d z t6 to z E T c C:CU a U � q p JOB NO: 23-04901 SCALE : AS NOTED SHEET NO, SN 3 J W i N LO Ln 0 0 _1 LO M J I 0 0 i N N 0 0 d 0 a 0 a E t° E 0 O C C i a G 0 •U J ti N N M LO 45 5 0 0 N 0 LO ti 0 d 0 z M 0 z m 1E > c 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 W HOME H C G GARAGE SIDE O 0 O 5'-0" < - STUB -OUT FOR O o ic) GAS METER - o N s0 • 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-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 1I T-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. F-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 718" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8"or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 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 1/8"gap ---� / FILL CELL STD, 90° HOOK BOND BEAM w STD. 90° CONT. #5 CONT. #5 BAR HOOK BAR ��— #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM y BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMNAposts SEE PLAN FOR REQSHEATHING PLYWOOD FLOOR COLUMN AND PER PLAN CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" max }Small gap 2" min. • � 4 max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit ___ 3) Leave 1 /8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 4" required when Indicated or max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING" GAP @TOP sides by 6°. - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 pif max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Load bearing walls when load bearing for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* QT/ Provide adequate bearing' Use 10dx3" nails at 6"o.c. for all joist for each lapped joist, blocking panel *Non -stacking walls Old nails require additional consideration. SECTION @ INT. BRG. WALL— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 6" A 1Y2"ROUND HOLE MAY 616" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1)1" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2" z 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 1S THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1 z" 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. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI5000s® 9-1/2" 2-8d I 2-8d 11-7/8" 2-8d I 3-8d 14" 2-8d 5-8d BCI 6000se BCI6500se 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 1 5-16d I 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) - NAILS 1 5/8" 0 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 MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)-� Nail with 10 10d nails. =1 f I=1 I =1 I —I (j— =1 I _ Install tight to top flange. 4. SLEEVE THRU STEM ° ° a SEE PLAN FOR °• ° . • FOUNDATION INFO �' 4- STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 Ibs, Install tight to top flange. /4%2" gap 1p _::Z1 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN �-A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION 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 SIMPSON H10A ° °° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @ PIPE PENETRATION r j j 4 a 1, I I`i 11®I I4 d: a 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE d SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMB ING U ING LINE ® r- • d'd G _ �z •O • 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 a 4° a ® a ° as 4 G I ICI 1L� I I 1=i I I=i 11=1 I I -I 11111=1 a a Q 6' °'` 1=1i1 l l i l —I I- Jil- a SEE FND. PLN. SIZE & REINF. c1*4 lid o a� c efl w �z � m c�a x ,- _ , °' w ;e .v M N 0 N N 0 0 �f ii_ tj 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 As AM E 0 U W yQ c:: N aD N c� co �� VO W 4 rii r' 2 J C LL -r 5 W L� U_ 5 0- x J o W O 7 N N W ILZ cn m W LO lV 0 Q J �n Z N M J 0 OU o W ❑ 0 C7 r M N C') 0 0 (D < � a C V) M aCz0 0 f6 Oft L1J o w c L1J J 816 i < m oco W � J o it z z Q `c U_CIS' E zo zo E o a ca I— fo :is 00 CL C:) E 0< Z Qo wZ C1J N c az °p 0� 7Mm ) oo >z aw �� Zo �y 3 0< -V M o w �o O I..L L6 0 N T co � M c r =3 o N Cr 0 N 0 ch m >, N^ L 0 _ ''--+ LL LO C, o co 1 {) m O N N r Q � N r E = r.0 t j o z rn z E r E �' c `—° E o _0 in c aci (L U J Q Q J JOB NO : 23-04901 SCALE : AS NOTED SHEET NO. SN 1 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF s „ „ „ O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 (U.N.O.) BLOCKING @ 12„ O.C. w/ (2)12d TOE NAILS (0. ) %" GYP" TYPE "X° @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) W/ GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (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. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" PRE ENGINEERED WOOD z APPLICABLE. d 3/8" MORTAR BETWEEN SHEATHING W! 8d COMMON NAILS @ 4 O.C. @BOUNDARIES, 6 O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES AND 12" O.C. FIELD O.C. OR 5/8"x10' WEDGE ANCHOR O. 24" O.C.)INSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. " 2x P.T. PLATE 1/4' DIA. X 31/4 TAPCONS @ 24 0/C & SLAB & BLOCK @ @ SIMILAR AT FOUNDATION ONLY " HURRICANE ANCHOR @ EACH ROOF FLASHING AND ROOF FLASHING @ 6" MAX FROM END OF 2 x PLATE - x IMPSON SP1 w/ (10)10d NAILS 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F. x WE O.C. 0R 5 8 10 DGE ANCHOR 2 x 6 W1.4 x W1.4 INCLUDE 6 x 6 W1.4 x W1.4 o ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ASTM _ _ -III=I I =III=I °° . � ° � ' I I=III=III=I� I= � � z @ C� O WWF OR FIBERMESH 31/2" MIN. ATTACHMENTS2" WWF OR FIBERMESH 3 1/2" MIN. D7158_CLASS G or H, or ASTM D3161 CLASS F, IN 1=III-III=1 I L' • . I I I 1 ' I I I=�=I I (=III -I ° ° I=) I I=1 I=II .I I -I - - -1 ELEV. 4-3 1 /2" A.F.F. o 2x4 CONT. U_ P. 12 ACCORDANCE w/ TABLE „III -I I I II M I I=I 1-1 I=I 1(=1I (=I I I=I 1 = I 1 = N b =I I=TT 1/2"(min.)- 4" - b I ==T= 1/2"(min.)- 4" TYP. R905.2.6.1, FLORIDA BUILDING (TYP.) VARIES CODE 7TH EDITION 2020 -1 I I I=1 I=I I=I I I h=I I LI I I _I I �, II Ii I I i 111 III I II i II I I-1 I I' GARAGE DEPTH VARIES D ° 1 - - -rr1-n ° -I I -I I= `31/2"(min. - 4" -� - D ° 60 3 1/2"(min.) -- RESIDENTIAL rt - _ I I fll I -(I =� =I I=1�' I eN _ _ _ _FT =1 I=III �=III=1 t f=1Ti I I=J t11= ROOF SHEATHING - SEE INSUL ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING = = = (2) #5 CONT. 4"1'-4",11—� (2) #5 CONT. 4�� FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB U.N.O. MIN.U.N.O. TYPICAL BEARING WALL STEP SHEARWALL("C� MIN. TYPICAL BEARING WALL @ STEPrcC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 _ 5/8" OR 1/2" HIGH ALUMINUM DRIP �°�� STRENGTH CEILING EDGE BOARD ER CODE (OR 5/8" ALUMINUM FASCIA "6xA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING '(\,11 QGs• ABOVE) W/DRYWALL SCREWS / 7" O.C. EE STRUCTURAL A 2x S.P.F. STUDS @ 16" O.C. NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS SOFFIT SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C 1GGN�\N 8"x8"X16" KNOCK -OUT KNOCK-OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY \� 2x BLOCKING HORIZONTALLY @ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \\\ INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR PLAN FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 10'-0" (R302.11) SEE SECTION C/S3 FOR 1x2 P.T. HORIZONTAL #5 VERT. IN FILLED CELL SEE CC/S3 OR 04 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 1Y-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) TYPE ' S MORTAR BOLT INFO. 5/8"x6" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " „ 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 2x P.T. PLATE O.C. W/ 7 EMBEDMENT (MIN. SHEAR ARCHITECTURAL FINISH (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) W/ (10)10d NAILS N 2x P.T. PLATE T FIBERMESH WEEP SCREED INSTALLED a BAR w BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N _ END OF 2" x PLATE WWF OR FIBERMESH M E 1x2 PT WD FURRING @ 24" O.C. TYP ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR U D ° s i GRADE p . N z_ GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL Z r ° 'b - c� - - = a ,. FINISH GRADE °� _ GRADE 60 MIN. F = 60ksi- 25" MIN. LAP [30"MIN. LAP] [ y a —III —I 1TI-11 I ' III III-1TI=1 CELLS(SEE FOUNDATION PLAN FOOTING MONO SHOWN °O FOR CLARITY -1 t I-1 I �I I I _ - 6 MIL VAPOR BARRIER D ° ( T= I I=I I =_ °° n. - I I F=7 r wLL1 ' �I I I= ' • • I ' ° I' 1x4 P.T. BASE NAILER FOR LOCATIONS) z I 1= I III III-, I I I o I I=�-=L- r z - #5 REINFORCING BAR R 1 7/8 I= T �- 4"x4" INSPECTION � � � l I I • I I �-�T�.- � I=�_ � I #5 LAP SPLICE _ (2) #5 CONT. • =1 �( �_; ,�, I, ; ,�, 31/4" BASEBOARD PORT AT EACH _I I NOTE: *FOR BEARING WALL = - ° I=1 I I— I —I I=� I COMP. SOIL. COMPACTED TO __ ( —I I ' 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8 1 4 8 FILLED CELL TYPICAL - - W/ UPLIFT ONLY _ _ - 95% MODIFIED PROCTOR ASTM _ I -I I = j T- _� 11 ( -44 j I I I I ��-1 101, (�P') MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR cn = _ D1557 4- 11 1 I r 1-11 rr,-- ) "' #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 W1.4XW1.4 WWF OR - NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT rG "FIBERMESH' DECO FINISH 4" to 6" BELOW GRADE ��_ � �� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 ��_ � �, SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 =1-0 S3 INFORMATION. SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB L / r ° ° I 00 � r, v = I= =I I 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 ° 6 MIL VAPOR I� I D f I I I -I I = - z_ - 31/2" WWF OR FIBERMESH min.) 4" FRAME -DOWN FALSE BEAM w/ (3) 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS S.G.D. (U.N.O.) WWF OR FIBERMESH _ G �C; 4. BARRIER III D D 4 I I `� - ° a GRADE AT 24" O.C. MAX. SEE PLAN FOR x % CONNECTION INFO COMP. SOIL. ° _ �_ '- (COMPACTED TO 95% -I °° = I-= I _) T _ _ �_ - - - - —I 11-111-111—I 11-1 TOP OF BE &LAYOUT DESIGN - _ c ' -T �' 4 ^ ' III -=I I I N MODIFIED PROCTOR I I I I i=T[ 1=1 I fl i - ' 1 #5 REBAR OPT. - - O - - - Mirfi= = SEE ROOF PLAN - _ - - , : , 00 a a I ' co "' 1= S RE N NCLOSURE -I1-1 I I�11=I r ,r-rl-� (2) HTS20 FORSTRUCTURAL3 - `r ASTM D1557) „ MIN. CLR. � - I I I I I=I I II �-I I I- I I I- I , . BEAM SIZE & - r TIT._ (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 Fi00K (SEE ON 3" CHAIRS TYP. 4 CONNECTION INFO M _ (.- III 4, 1'-8" (2 STORY) DETAIL) MIN. I II U.N.O. PVTE 2x4 #2 SYP P.T. FRAMING w/�-� SEE A/S3/J/S6 1- I TYPICAL WALL P L q TYPICAL THICKENED SLAB EDGE rL 7/16" °'SB MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING � 8" FOR REINF- INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 E° p ° L ¢ SCHEDULE SEE TYP. WALLSECTION FOR ADDITIONAL 1 Y I2 GYP. BD. P.T. 2x COLUMN LOCATION Q �D w SEE PLAN FOR STRUCTURAL SLAB INFORMATION, 2„ GYP. BD. w COLUMN SIZE AND BASE rM 1/2" 2" FROM SLAB o Uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. 0� _p _j CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND Y v • ' ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND _ ° • e INTERIOR 2X STUDS @ 24" O.C. U.N.O. ° SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS /DRIVEWAY EXPANSION JOINT .. a `. , ` 3 1/2" A. A. A. d COLUMN TO PORCH SILL ° w/ 1/4"1 TAPCONS AT 8" :•°, Q.C. MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS z 13" O.H.D. RECESS . < e GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS _ CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O, FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8 MASONRY WALL ^ EXTEND FILL CELLS •_1-�- • r " M `I-- EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C' STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD ° MAT REINFORCING. _ _-_ . ' ' '- N CONT. FOOTING STEEL -� ��-I I -I I I (� �- d -r •. • ,. Cl) I I- I -• I I III i 1- =r ' ` '° °' Q. I •. I = - PLATE TO CONCRETE ON FLOOR PLAN SHEAR 1 #MIN. (MIN. 80 CONT, BEAD SEALANT w SIZE VARIES PER PLAN Q w/ MIN 2 #5 VERTICALS O M GRADE T I I - - -III=1 I=i .•. _ _ • , _ _ TENSION 120#) CONCRETE SLAB Q > • w FILLED SOLID PLAN FOR - - 00 �I -I I 1-I I oo '. T _ d q�16x6WlAxWIA (SEE W - I 'a •, .� I I -I I I=I I I � I I=I I : ; :'• r� I- '.a �, '�' -I . -� .... 1=I r ,l - WWF OR FIBERMESH r- °° L� o SIZE AND REINFORCEMENT) w "' c�LU - z w o w o w LU w - z 1-II I I I_I I-1I I I I_I - a N - - -- BRICK PAVERS or SLAB PER Q poI• " SEE A/S3 OR J/S6 I 11-t I 1= I I T III SEE AlS3 OR J/S6 I I 1 I I I I ITii III _ PIN_ _ Cl)6 MIL VAPOR - I I 7 - - - �I -` = 1- 0'-0" FIN. FLR. COMMUNITY SPECS w FOOTING v FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER BEYOND (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1 4" (1 ST RY) -III I I I1=13 -�, I r-I I - I -I , t . r• : • . , • . PAD REINFORCEMENT—/ MIN. CLEARANCE 1' 8" (2 STOR) V-8" (2 ST RY) 4" 4" • �• "� SEE FOUNDATION •.� ?. •� :� ��. CONC. PAD INFO. (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING rCD12N PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. era ev 0 N M1 � o Z > W -=-i 0 a ee r� cn N CC �� H -0V G WOt..W w CC Y • � CL) E IS 0 N <V Ar i n f. i e2y , y y bt♦ 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 oE O C, V N O m 0 5.� N U)rr- N O Q .6s V LL _LL. W Z m: ° y O O 04 W in4j6' m J Z LO m Z° d IL E 0 Z N O U U Q W ❑❑ o� CID Q o Q J a � z a IST L 1�, Cn W'O —� w o Ly N V,^) v ' � ' v , U E u' c � ?T In Q �® N I� J w M C J N i Z U_ E E M_ O E V Co z o oLL z > N a z© 0n rci g ? o o E (D Qz g wZ W c �a ¢ mo O� Z C m J o° Z aw g CIO a pip o ¢o a z z �F h— O oii JW 6j =3 E 0 > � I� C13o�Q o O I..L L6 p (6 0 M Lo rn O LL CC c`v) m LC) o N cV r r n N E M `0 O Z (V z 7 U! E s- CIO U 0 a Q pca � JOB NO: 23-04901 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 J w i �I m t C) ai `v I t2 LO I rn Ni rh N N 4 0 0 p c a M 0 i 0 a F2 0 E 0 ID c ID a 0 0 8 N N N bs 0 0 a N 0 ;v 0 0 d z 0 0 z 12 \`Typ) SEE ELEV. SIMPSON SP2 w/ (12)1 Od NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)1 Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT (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 EVENLY EXTERIOR FACE OF BLOCK „ 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 WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 1 Od @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. Sl� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO -. TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)1 Od TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER A+ +,'i STUD W/ (3} 10d NAILS 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING �u DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 518" 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" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD S4 SCALE: N.T.S. 4 ") KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1 #5 FOR CONCRETE PLACEMENT a a e a d O d Q a 8++ STD. 90•HOOK 8" LINTEL BEAM WI (1) #5 CONT, IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 0 flFILLED NOTES: iO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL RE BAR & DI R ECTLY ABOVE THE LINTEL. 2� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 1/2"X9 1!2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL << r w O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. Al�8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d 6 d p d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 10" 6 3/4" 31/2"- SF�p�q 0l2 ti 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING —CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET FOP a IARAGE IOOR 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 JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' 4' (1) (2) (1) (2) (1)LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. opOp SIMPSON HTT4 TYP. FN/�G U.N.O. 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SLI, SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 Z___) SEE ELEV. I SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER 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" 0/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) v O/C FIELD z < 2x TOP PLATE—/ 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" 44 AT EA. TRUSS VERTICAL WEB 2xNAILS 24" 12 (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C.STUD . O.MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT: UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF s��„SPLICE STAGGERED \� 1Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W (4) 16d TOENAILS TO 70P PLATE NOTE; PLATE LENGTHS MUST BE BOTTOM SP AT LEAST 4'-0" LONG. TYPICAL OVER STUD IC TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. c F= 2240 LBS Jam+ SIMPSON C SIMPSON SP4 gP2 P.T. 4TE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 hi INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC 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) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. t & NUT OXIED A.T.R. t&NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE r 2X BLOCKING 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" -- PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 Is • SIMPSON SP4 w/ (6) 1 Od x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 1Old NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. r Cn 0 cV ti ®Y C�4 —�m>< =w� ... cc -= N L jry C, mv.3M L �. a9 JB = CD M CV 0 CV 0 n cs P p' i :; o - f Yy To the best of the Engineers knowledge, informat on and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W M o E o 5 LoQ . N p y 0 Q NO �* LL NMI' z5 J i C u J z 5 a uJLU Z JLLLL m o 0 Ncp Y 0 : +�y i C,m W U) M Z Q N J O U v O Z W 013 N th og W NN O Q cti N E3 V) M Cz L!3 0 OQ) ,,,a c w N (6 t-- v Nis J E L " O N 0 CO W Y I OD N O Q W M z o z n LL E oo >6 qo E 0 wz oa h to <� 00 O E Q 0< 0¢ 0 wo w� c� c¢ c <z m� o0 z m ) �s az �� 1z o: g0 see c8 � LL dz �W CS 10 o O i N > 6.L L6 0 C rn m 0 L_ _M N o LO .-�. '� o _' >' N m +-+ C LO �✓ a-+ LL Ie � co N ' m 0) L17 M r- N T LO z Z E T o co Ca 0 o (� of Q p JOB NO : 23-04901 SCALE : AS NOTED SHEET NO. S4 IJ N i MI LO v o- J 1 r2 LO I C) 6 I M i N N ! / L v w O Cn C, a N N o. E co E S c n L 0 w U J N r7 N O v 0 0 LO a cM.r Ln im L N 6 d M 0 D m SIMPSON HGAM1( W/ (4)1 /4"x1 1/2" SDS SCREWS TO BLOCKING & (z 1 /4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM ' SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT "L" BRACE TO LXTEND 2x4 CROSS BRACE @ 8'-0" 0/C. EXTEND AT LEAST 90% OF WEB LENGTH & NOTCH AT ` EACH JOINT W/ (3) 10d & (2)10d TOE NAILS @ . AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END �jz' ATTACHED W/ 1Od GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" Q.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 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9 UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM / y \_ 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)10d & (2)10d (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 7116" @ 48" 0/C FOR THE // \ / 2 16d ( ) OSB SHEATHING ATTACHED FIRST (4) ROWS OF TRUSSES FROM EA. \\ NAILS W/ 10d NAILS @ 6" O.C. EDGES \\ AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED \ \ \ \ \ (2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C, FOR 2x BLOCKING FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED -- THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL @ 1/2" x 8" "J" BOLT @ 48" 0 C 48" O.C. r INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 112" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. n nn 1/2 x 8 J BOLT @ 32 O.C, MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 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 WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/MIN. 4" 2 10d 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 - [RSHI - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r r X-BRACING, AND TOP "' CO SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION 00 co SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 2 1l " (2)16d NAILS WOOD TRUSSES 0 0 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" % RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ 1 ROW O O (3) 2" x 4" LAMINATIONS W/ (1) ROW " " (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING 24" @ (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 4 1/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 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. a� 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1,-o,, S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (�8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 i 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2) 10d x 0.131" TOENAILS EA, SIDE CONT. 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL('10 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. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2)16d PER JOINT MAX. 9" UNSUPPORTED, IF >9" SEE 10/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 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 55 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/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. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR _/CCONNECTION 2x4 "T" ON TOP OF PANEL-/ [J�� BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2) 12d TOENAILS LL SECTION SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA 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)10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 Z d BRACING w/ (3)10d x 3" AT = • EACH CONN. @ 24" 0/C \\-MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO�(UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION, 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - T-0" T-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 HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L DBL. TOP PLATE STUDS @ 16" O.C. CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 C7 a �.y 0� CORNER JACK � W Z 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 7' BRACE SEE DET, J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d 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" 0.C�\ TYPICAL \ GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. cl MWIN NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION cv ti r an cc o -E :a v- B c� M NO N 0 LO C:) rt � M1 ' T S T'A 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 Enginee s signature and seal. gE 4 8 v 6 0.1 S 0 4,N a -ID riim M OV 252S Q C J 5 � LL u- 55 - -o Y, , # U. LL W p- a 2 mo z '@ N w W 'S o VJ2i�� ? LO m z° m w a Z N O U U 00 - ❑❑ M r Oo � N Q � � a _ f6 w W o [_ w U) 4 ° e leis i t,, 0 w N OJ W CID M J r Z 4 M U_ _ E O za Zo QN ❑a f— N — E a <- °0 �o o °z <� O -z C41 az �� MO OE m <� aZ zz SO C8 o ¢ �W �O MO M d w F zI< a F 0 3: C O O CD L6 prn m m 0 � M rh Q L N N _0 U) CO�N^ �� 0 L j _ ILL L0 L) O CN m o � r � M N r Ln co z° Za� r f° d E U J < JOB NO: 23-04901 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PE-R- 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" 0/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEQoon SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM//�� ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE ")C" @ 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" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAE MIN. PSI MAY VARY PER MUNICIPALITY 04 M 'I—01-1, ' �I 6x6W1.4xW1.4 �— WWF OR FIBERMESH _I 1I— FOR UNDERLAYMENT STD. 90 HOOK (SEE DETAIL) 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 AT WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ J PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 U)vj FORMORE INFO w o7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD -� LAYER 1/8"THICK. �'l INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT - PAPER FOR MOISTURE BARRIER 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) U_v 4"x4" INSPECTION PORT AT w 0- EACH FILL CELL TYPICAL Q a AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE °T" a a Q FINISH GRADE IIIIILI III = _ —I I I I° d _T =f l f III LJ 1=1 I El 11F— A, = 1-1 I IIII—I 1—�j� —=II ,III��II�, ,III �IIII—STD. 90*HOOK (3) # 5 REBAR ON 3" CHAIR —"' (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=1'-O" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS END SHEATHING TO )F BEAM OR GIRDER XE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED 00 FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O° SEE FRAMING WEEP SCREED o '- PLAN INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 112" O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. 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 CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-O' S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"" ^ ^ 2"x BOT. PLAT[ (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS: 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 U INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER 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 ° ° .e01r=1P01r7 d `° $'Irl 1=11 �I 1 111 I —III —I I 8 (3) #5 CONT. ON 3" III —III I I TI i—Tn CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. �nnMM" 15/32" OSB T EXPOSURE SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D n SECTION X-X IF W NOT FULL HEIGHT SHEET C II in z _ JL_ G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I I� —1 T SB EXPOSUREI F SHEA SHEATHING SHEATHING w SOLID 2xco C I I BLOCKING @ ALL C SHEATHING O) EDGES (SEE III OPENING SECTION X-X U I C x �w x E r 2x STUDS w IIIFF 111,11 11 ll 10 BEYOND. SEE PLAN 0 II II �lL O —2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM MAI 1 r-1 r\/AT1^K1 n1AnnA1kJ1 3/8" "S" = NAIL 3/8" SPACING S. 3/4" S 'I 'I 112" I I� S SINGLE NAIL EDGE SPACING DOUBLE NAIL E AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X sFF )V40 Gv T�� W� 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.) 1/2" SPACING 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 Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT — PENETRATE SURFACE MORE THANy". ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c7 © NAIL AT TOP PLATE TWO ROWS @ 4" Q.C. w/ 8d COMMON NAIL z LL = © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. coO STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J LLU LL i- O x O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 1xF-OOrn ai M LL OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL z N w 0 0 MEMBER IF GABLE END c U) LL NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" • 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" 0/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ,BEAM SEE PLAN FOR REQUIRED' CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZON?AL @ 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 `r WWF OR FIBERMESH .d n .. e v tV e M -III—III—III—II ° (3) # 5 REBAR ON 3" CHAIR 4" 1 V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END V-4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) 1 (3) 1 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" 0/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK, SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I-1 00 r rT @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 7 Lj / 9 IJ d { cc m >4 to A NL N g C= Q6 th +W N cv 01 is a�,v d C:3 ai i A � � �o R 0 .r C� CV CV -s 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. �E 0 00 M a o L oZQ dLo� 0 na cn�� NdaJi I MN 't J J u_ Z m c CILW a 2� = NNM Yo C15 5 m W Z Lco 0 O co Z w Q J Z N O U < 0 WLL r_1 El z N M og z m < a M V) (D a +--J c U g OL�o Nun w U W F- J 0 g I U o IN • N � � oCO w 1.0 M ZO , z Q U_zo E Zo CL o EV �� z Z® ❑a CB )- 620 E a� m w� 00 Do C,Qo 01 �Z Z �nz ro 1s zam� U gm °LL Zw Z m �' � o< z 'z gu W ci O ww g dz mw 2 Tz =3 o w� -0 Mjo— � Z¢ U3 0 O L O > Lo 0 m M T .—. N LO Q U 0 N U) C0 O LO LL 1 �O CO N -0co m N ai Ln o LO M r N r E c M z Ca z E T c 0- 0 Q o JOB NO : 23-04901 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE:' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS- I 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x4 PT NOTCHED INTO } STRINGER AND TAPCONED I INTO FLOOR WITH GLU AT STRINGER CONTACT POINTS V22x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: ALIGN THIS STUD WITH --�'( FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 SYP SCAB SCAB 2x4 GLUED AND NAILED (EACH STRINGER-/ SIDE) TO BOTTOM EDGE OF 2x12 STRINGER 2x4 BEHIND RISER BLOCKING FOR / �1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO / 2x4 DRAFT STOP RISER AND TREAD / / 2x8 SYP DRYWALL STOP MUST I NOT TOUCH STRINGERS I 3YP CUT TO FIT ' F�_/ FRS IN WALL 2x12 SYP B BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x6 SYP / \ \ ROVIDE MOISTURE / PROTECTION LATTACH / \ 2x4 SYP BLOCKING / ALL COMPONENTS TO CONC. W/ 4' X FOR STRAP2x4 \STAIR PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ TAPCONS @ MAX. 32" O.C. AND NAILED TO FLOOR WITH GLUE \ d x 1 1/2" ALL OWE4" \NTS 1x4 GLUED AND / AT STRINGER CONTACT POINTS \ NAILS) / OF STAATTACHR TO CONC. X NAILED TO STRINGER / / 2 4" TAPCONS @ MAX. 32" O.C. \ r_ fI EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER G.1 \\ TOP OF STRINGER 61, TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 'N.I' / 2x8 SYP DRYWALL STOP MUST NOT TOUCH I STRINGERS G I E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP PT NOTCHED INTO STRINGER\ (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" STRINGER CONTACT POINTS NAILS) V VMLL SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D—D -3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEE I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) Ll A DRAFTS P 2x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER �. FOR DRYWALL SPACING ,- H SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE:" -3/4 PLYWOOE ON DECK -2x8 SYP GLI AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C NOTE: 2X8 I DRYWALL STOP \ NOT SHOWN / STRINGER- SECTION VIEW "C" SCALE: 1" = V-0" \ FLOOR TRUSS OR / GIRDER, FIELD VERIFY \/ '--(2) LAYER " EDGE GOLD OPTION: 2X4 CUT ON OSB OR PLYWOOD BEVEL GLUED AND OR 1 a"X16" LVL NAILED TO SUPPORT ATTACHED W/ 12d NAILS W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 2" = 1'-0" CONN. TO OF NEWEL PER CONT F-1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED ANC NAILED TO JOIST. L POST LET INTO LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT TO )ISTS) H 2X STRINGIiR 2X BLOCKING PSON MTS�2 w/ r 10d x 1 1/2" NAILS / 3RD OR 2X BLO--'1NG VARIES ECTION VIEW "H" SCALE: 1" = V-0" 1 k __ FF i_ .r v 7 W O d m .% c '' ea H cc C9 ' N t N y C s as w cu .a � Q- m � 2 fM N O CV N O ulr �grn' ° w I'D ;_,, -- _ �3 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. W £ � o a LQ V '-� 0 --Co 0 M 01'r� N M d. c J LL �LLLL uj o- Z �rorn ` y 0 NNo (O oW Win2Or�jO. z LID N Z m w Q J N Z O U U) W ❑❑ V M � z N M o� z � N Q N N m N z Ur v 0 f0 w m U OW p V) c y U m c W J tp =Sk N ION o Jz W co N Q Z Q LL E z oz >N E N O oa ! ro E o¢ 00 DO cQo ro ao <= itz wo w c c ¢o �Q Y mo �z zF m a� J "m I ¢w Z. 3 go cn T 9 > ��Ow �g az W W� O CIO ¢ =r - oLL aF =3 o �o v zIQTo 3-3: C O o O i N > ^ u / Orn It c� m 0 LO V`^ N o Y o N ` r ^ UN/� E" 4- O U_ � N ° CD m N LO Z4 Ln T M N T' E CO �j = o z Z E r �, E n U J Q 0 J JOB NO: 23-04901 SCALE: AS NOTED SHEET N0. ST 31� 3 J W Lo M L1 0 0 0 LO 1 0 I N M CV LO CV 0 v 0 a 3 Q to O 0 v a 10 co E 43 v _ J 0 v 0 N N 0 N 0 0 N 0 N LO 0 d 0 0 Z 0 C� 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOORJAMB (REFER P T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 1x4 P.T. 3/16"QJX3" LONG �; �_� FURRING 3-1/4" LONG X 3/16"0 �:'; FURRING TAPCONS FURRING ��`� (2) ROWS 3/16 x 3-1/2 TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH �� 1-1 /2 DETAIL 1x8 w/ (2) Rows 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON 16" @ TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. j� 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" LJ, x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 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 @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO 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 8 BRACE/BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA \_ BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW, SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX In SOLID BLKG. AT TOP BTWN. q ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 41ffil WITH it 1/4" x 31/4" TAPCON (1 1/4" MIN. �114" MAX EMBEDMENT INTO K.) Z-O" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT 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" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS 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)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" 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 EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 +5A NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i 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 I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6„ MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 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. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY--J TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" .° a '47kP D. 1=T 1TI=1 11=1 I r- _I I I D I Tf_l_TI=1 D .° ° —III GRADE e Cl) D Z i •N � • D . (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 00, SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN ,R YP.) FHE S UNACCEPTABLE INSTALLTION DO NOT DO THIS 40 .40 #5 REBAR (TYP,) ®t 4� I, 401TD. 90° HOOK (TYP.) OTCHOTCH **BB @ FIRST COURSE 3 ®® ®® 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. W/ (4)1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" - - TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP 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 BRG WALL TYPE --I-- PER PLAN F CHANNEL, FASTENED PER ' NOTE 2 BELOW—I--NF--L- CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS (*) 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED j ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2X 0 + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2-6" TO 4'-0" O.H. CENOTy (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT / CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSIONrm_"*� SCALE: 3/4" = V-0" SS RFF .HPPT nq ANTI SIMPSON HTT4 w/ 8) ( 1 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON SET EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3, - r -v Z 0 2 U_ O W U F— U a FILL 1st 4 COURSES SOLID W/GROUT e ° a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •e' OVERHAN 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. 11-01' 51-011 INISH FLOQR BAR 10, p. 1'0 ° ° CENTERED W/ 2 IN TOP o D a ' KNOCKOUT/ N -_ ; ° CHAIR BLOCK 71 MONO FOOTING s e' SIZE AND REINF. PER PLAN AND SECTION DETAILS F� A D CLEAN E N FILL p DIRT z °.• ° STANDARD o e 90° HOOK N #5 BAR IN rN FILLED CELL, , s° STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL 2 #5x6 IN CONC. FILLED CELL '^ El 4" SAW CUT A SECTION 1 SCALE: N.T.S, SCALE: N.T.S. N 0 7 W a� t° m N W �' a 3 � V � c 1~ o a '-7 M N O N N 0 �c> - „F To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W vE 4 3 O N 5 N m 0 N a) N N C A2 N w mr — r fA cr)- a =u J " W a w Z is r= _ � n o 19 No W Nu7 v r°�°'°' m yrS ZIL N co Z Q J Z OU LLLLL W ❑ ❑ M Z N c`� o z a S z o J ,n N M N z Qj (D o EU � U O wQ) ul o �U) U) U W . J _ �s 3 t O N r~ U) 0 O �m w 9 Cl)Z J Z a U_ a 0 Cu z- s� } N Zo ze ff t- � no W 0 Op c9 F zWL O 01 a z L Ui c ¢Z �< oN-0 m0 of m J ¢z zZ S< g0 c n a 3:W w� a �3 J a mz J Z w 0 >7 M v zl< a 0 3 >L6 Om M �-• N 0 Q U J N U) m 4-+ > a-•+ LL LOM CO O CN o Ln M r Q N r E c LLO0 CV) z z 3 E T— y 06 a U C _j Q p JOB NO : 23-04901 SCALE : AS NOTED SHEET NO. SS I CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 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. , ---- /--WOOD TRUSS —� A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" DEPTH H N � W E i, A EXCEEDS 30" GRADE 1'4' PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD 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 CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2„ -�� -=*=�\ • w 4'' z � PORCH SLAB SEE - J N ° a FOUNDATION PLAN - w �... z (2) #5's CONT. T&B ', t . NY W/ #3 STIRRUPS AT Ct z 4'-0" WHEN DEPTH _ T EXCEEDS 30" LOWER OR GARAGE SLAB SEE PLAN LARGE STEP DOWN _1 7 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 I SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND --_—* SLAB 11/2" I J4 (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" PORCH SLAB SEE - WHEN DEPTH — 7 FOUNDATION PLAN - -- EXCEEDS 30" -- GRADE 1 -4 ENTRY PORCH SILL 14 SCALE: N.T.S. FOR COLUMN INFO WOOD OR MASONRY I INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR Al MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 = COURSES W/ TOP K.O. COURSE CMU BASE W/ (1) #5 I I W/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. I II I I I I I I IP I I SECTION FOR #3 STIRRUPS AT 4'-0" SEE CUT CONTRACTOR TO INSTALL • ° MIN 3" x 3" WEEP HOLE MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER ENTRY PORCH SILL r16 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" ------ SEE PLAN SIMPSON HUC410 w/ (14) 7 FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM -SEE ROOF PLAN FOR MORE I INFO SEE FLOOR PLAN FOR I i I COLUMN SIZE & BASE I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN --I CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. — — — — — — — — — — — — — — S(HFF)uI F/PI AN EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ —xx (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. LY OPTION A SCHQEDUNE/PLAN N OPTION g COLUMN SIZE & BASE OPTION C INDICATED ON BM. CONNECTION INFO COMMON BM. TO POST ATTACHMENT rAN)l, SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO.. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F A SEE PLAN FOR _J SEE PLAN FOR CANT. IF INDICATED CORNER - SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. 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 7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d NAILS TO LEDGER AND J/S6 FOR MORE INFO. 2X8 #2 SYP CONT. LEDGER W/ VERIFY WITH PLAN FOR LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS INTO END OF EACH FLOOR (IF PARALLE SEE 2/D2 FOR TRUSS, 24" O.C. MAX. (AT EACH BLOCKING INFO) SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg SCALE: 1/2" = 1'-0" Y2' CDX PLYWOOD OR %6" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP GARAGE OR LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ A1qTOP WP YSEE PLAT MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & S PT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR Y2 TITEN HD ANCHOR @ 24" O.C. W/ MIN.6 EMBEDMENT i MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE MONO/ 21 en N N Z d� W ¢� d m x V- s+- 6 ®- .yco CP : N (G .1 u ` o a � co cc :m � J M N 0 N 0 - - - aA. 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. rA W vE a 8 0 0 N C) N m 1. 1y 0 �z� 0) N ANo R ZW Q Qj M V LL �� u u_ Li CU J j_ 0- Lu Z m c °) a vYi o y O W a m-_; 2 z 00 Q Lo Z J N O 3 �um - Z W ❑ ❑ z N M o'o N z o � Q CI- V) z Q) ( o LL W O u, o V) �v N Ln wal. co w � J - N p law Z 4 I C N U o 0 ry co o z w M 0 Z Q o zo o >N Z® 4 E V oa I�° ro o E o¢ o 0o o oa co v <z s Qo wz �J f C c ¢ am mo OLL Z z m J s <� aw ZZ o< ga W c/ T � o <0 ?� z a�w Fk � =3 o Jz wa C9 r 7 ;o M V Ica, 5- d i h C � 2+ 00 = )CD J Ln p ry rn N o 0 Y o N m U)LO N a-.+ O LL N � N m O� o Lid r co N r E c M O z ca N E m CU a U 0 Q JOB NO : 23-04901 SCALE: AS NOTED SHEET NO. D 1 I 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 Q/S4 FOR JAMB STUD REQ'D TYP--7 (2)- 12d TOENAILS 2x4 TO TRUSS TOP EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d / NAILS T/B FLANGE I L L DS-\ -- 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 N.T.S. SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. U (2) 2x HEADER SEE PLAN 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. TYP D 6" A G 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. C (2) 2x HEADER SEE PLAN F G F SEE FOUND. PLAN FOR FTG. REQ. OSIMPSON SP2 w/ (12) 10d NAILS OSIMPSON LSTA24 w/(18) 10d NAILS 2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. OSIMPSON SP1 w/ (10) 10d NAILS OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 KNEEWALL 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 OINTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE HO 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 rj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL OPENING (MAX.X. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). 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 1 CENTERED NAILED TO STUD PACK j ' ` 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. GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL QA BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE QA 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 0d (1) SIMPSON LSTA30 w/ (22) 10d- 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN 3 2x #2 SPF STUDS O @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF >, SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL--------_' y NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7)-----'TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS UC A MED rnnini n OnA ci nnD 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] �0 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER CUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR COL. SIZE NAILING AREA (TYP.) (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" 117 ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. aC� GIRDER r7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/C �o<�TFN PROVIDE 2x4 ON—i 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. 3 TOP SPLICE DOUBLE 2x8 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVERTOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER , (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.c. FLOOR DECK 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 — (2) 2x8 OR (2) 2x6 TOP SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE T FLOOR PLAN FOR HEADER I i CONNECTION DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION 12d NAILS AT 6" O.C. TYP T & B \ SIMPSON SP6 w/ (6) 10d x � 1 1/2" (USE SP8 FOR 2x8 (2) 2 x #2 � � � � WALL) @ 24" O.C. SYP U.N.O. � 1 9,rc) IT TAP BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 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 4'4" 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 S o 7 NJ to o C tG `.i� N Q co C1_ ,in cc O �- = d ca N 0 CV CV 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E 0 g � o c:: N_ O N f �NCl J LL a W o o _CU W N W o� 6' °' W M w � ILz � N0 Q� �n N V OU O Z 0 W z N � �o z z o � a N M �CD W U O,,, oUML U c LU H J E L PJ O N 0 N rn o w M O Q g a E o� Zo o U wz Zo oa .00 ff 0< Z�� o B < <o z wZ C �< O m o° J �m<w Zr �z can r� °op g0 W T� LL <p �~ m < o O = y J L6 O m CD co cc _ N o Cr Y o N LL U) *a m .� ° Ln �..s a-+ O I.L N co N m Ln o L ) r M Q N r E w CDj o z N z = N E c`o ac0 E � ¢ o a) JOB NO: 23-04901 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 EXTREME WINDOW FASTENER CMU-MASONRY BLOCK 4) SEALANT JOINT 1) SEALANT AT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK i 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO MASONRY 6) TOOLED SEALANT BEAD BRIDGING CLADDING AND WINDOW FRAME WINDOW FRAME ATTACHED PER CODE REQUIREMENTS 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^ "^ WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISTIVE BARRIER TAPE (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL 0 COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary V WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF J01£ UNDER DECKING (SEE DETAIL WP07) ED FLASHING /0 J L SELF -ADHERED FLASHING NAILING FLANGE 1 2 8 SELF -ADHERED `- SELF -ADHERED FLASHING FLASHING Q 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 T-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR, ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID fl NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING 1 SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Z w d U) W U W tY w 0 07 RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 1 2 :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of 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 - 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 n other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 - - inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade OD 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 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing.Approved metal flashing,vinyl flashing,self-adhered membranes and mechanical) attached flexible flashing shall be y g FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with he 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 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 �-� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO AD ESIVEASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.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 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING �' INSIDE CORNER LE 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built -In gutters. r FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER 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 IAL FRAMING AL SHEATHING iAF PLANE WRB AK WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all a' i' c s ��a Gr - M "ur to yr -p '> o •� .ca d =$ c � _N � T 0 a M CV CZ> GV GV 0 - o 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 - Residehtial 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F v E O M O ,Q V 0 O N coo N r t»^tia 5,0 N 4 N M -ITW C_JL It W a - o a Y Z s y m 0 W o O W Z IL W . � M Z j 0 N O U U W ❑ ❑ N M o � o Q � nt/) (' W o L` J� i--+ cis w m o U O Ln ,., o wa �M U W J E - L g S � � X (i o N iu Q Co Y N O> m ti o w M C"') Z ¢ Z 4 E Q �� Z� p E U W° z® Q08 E o< ° p o< az GAG �z �Z co 3 O Y f oLL m J?? �m ¢ aw QQz 2. LL aU ti T m <o r� a, r3 M wF ,W ao 14 o o O O = '6 O a i- CM LO N o 0 N (� Co I- }0 �i a LL CV)0')m N ' 0 LO o LC) N N rM Q N r E c M a Z Z E r co O E 0 U J Q 0 CD JOB NO: 23-04901 SCALE : AS NOTED SHEET NO. WP1 ' I r r -1 I ! Ir [ 'I r II l- 'I ■ r „!'1 A ■ 4P.! • r ■ r1' an Rl RlP.-'�.IR IrlIT 71 rl r I ! 'L aNL r.��f• rrrFg.•rMl®IAlall Illlnll !rA 1L 1 i 1Ap IlrplllRl9p1l1ppI1p111NIp1111�I pll�llllpllllFlRR IIAIWA III Rfi1111AAUr1 A I! R19II IAI r! IR iA l l Alp Fpl!!!lMlppRnl11A111l117 11 I A I III 1 A HA III! III 111111 I II I R 4 A p!!llfll!!A4lIAfl I I 11 A MD sae I i-! 1 I 1 d Moundng Brackens 110 Gatigei 4-112" x 4-1 f2" x 2-17' 1Back Cross Support (May he ctit tc4 Wi See ArrcirDr Schedule ff Right Bracket (16 Gauge) 1 /2" ilia. A-1 25 (Typ') -'^»"✓x # 14 Self -Di ril ling �.qq pppp aCr'E`MJS tF'�ION � A/C Ur it Bottom Edge Hurrlone Strai) (T��16c�1r � tall fl�srst� Washers Front Cross Support SeWLockirlg Nuts (May be cut tow) ) Left Bracket t16 Gauge) p 14 Self-17rAiirg StrewsThru Brackeui Back Cross Support Into AIC Unit Bottum Side (Typic* 3 Mach side for hurricane use) INSTALLATION , t i Saki. O-LA116- ma _ m arc irs4rva.i..1 wrtds extr thai:€stanr list at.- Stall Dan dax ave"lc uppan tayrrelr t otnrl fim Will afptyp Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 I ZMW021 fT A. `''... �_ iD^�"` .e .s „=Y-.a✓F r �'-% .e0.:t .. 4. ei c -b'`+�r :`,i' _ x ggg Entity or owe Date Dale pending 04. T@pe_. version Marwisaturer contact Emilmnord License Validated Be validated Submitted F&C Approval Arove status Affirrnatian '2020 Smart Vent Prodfimts, Inc. Michael Graham Hermes F, Norerp P.E. Locke Boa -den P.E. 1 en`320 12/16/2020 12282020 Approved Category: Structural Components (677) 441-8366 PE-73778 (334) 300-1800. Subcategory: Products Introduced as Result: of Irfibesmadvehtcom New Technology Compliance Method: Evaluatim Report from. Florida Registered Archftw we Licensed Florida Professional Engineer r(FI:#b822,R$ProduNs, , dualltir Assurance Approved for Uso Approved for Us Impact Design Sea# Product Modal. Num be, ar Name Product Oescrlgagn CantrecrExorratian !Sara I. HVHZ Outside HVHZ Resistant Pres_in., 1 SmadVent Modal#1S4MI0 Dual Function FloodV.h0,.tion Vent 12/312023 Yes Yes N1A ♦100/-100 2 SmedVent Mode: #1540-511 :ad Duet Fund, Flood and Vents ban Vent 12/3112023 Yes Yes NIA a100J-10o 3 SmartVent Mod #1540-520 Insureed Flood Vent 12/312028 Yes Yes NIA •100A700 4 Smarf=Made)#1540521 Insulated Flood Vent lWli 023 Yes Yes NfA A,00A100 5. SmartVent Mod.l#1540-524 16&qud;Gorag. Door Flood Vent 121312023 Yes Yes NIA .NIA 6: SmanVent Model#1546570 Wood Wail In Wished Flood Vent 1.11023 Yes. Yes NA -100A100. 7 SmadVent Model#1546574 145&q.d Gamge Door Flood pent 12/312o23 Yes Yes WiA N/A Florida Department of Business & Professional Regulation Page 1 of Budding Codes and Standards_ IM4202i Product Approval Application Detail - =>4 't p/-^r _.:. >;r :yam Y ; -' '$3� . t, S'3�- ,�,' i'"ao w. .�,•: � _. . �.. � �- . • an. i `.-sr` i fir= �' C,rgQg Entry r t3»t@ �.@ Date Pending Date Tvda Version Mawfectura, Contact Emm,aer&:License ) 1r aged BY Validated submitted FBCAdomial Anamvetl $taut, I ReMsion 2020 Drexel Metals. Inc. s plumate Zachary'R. Pdest Locke Bonder P. E. Ja an 8/100020 08 912020 96/ W020 0 ro 10/132020 roved Approved Category: Roofing (502) 303-1511 PE 74021 (3341 300.1800 Subcategory: Metal Rooffing ishumute.Q.drexmet.cam Compliance Method: Evaluation Report from a Florida Registered Arehtect Ora Licensed Florida ProfBssional Engineer :FL#A1676•R8 Products ,, ;... .. Q"fifirAsxurence Approved far Use Approved for Use Impact Design I�. 3ea It Product Model. Number or Name Product Description Corifract Exbdratlon Date In ltR outside HVHZ Raststaitt Pressure 1 Drexel Metal Raoting Systems DMC 10(1 DMC 15068, DMC 175S, DMC 200S, 12/312025 -Yes No: NIA +8/-180 DMC5V Florida De partmellt of Business & Professional Regulation PaW2&4 Building Codes and Standards 3fi2@3 Product Approval Application Detail -a h:. tea.-,'�"•nas�-=ist[•-:. M.a�.TS �4�x?��s��-y".d "ski .,,. °1.t�.=rv��"�&�� -_�- .C�_a<��'M��__ vE�?=,.€. 1-. s-$^wl.,.s 'Rsi'1T�a��['n_='v.�-a��.m ... v._�. c41£ Entity or Data ode Dato Penang owe Toe' Version. Manufacturer contact Enainser A. Llcarsa Validated By Validated arden tetl FBC Aooraval Aoomved 3talus Revision 2020 Therma-Tru Corporation stove Jasperaw Lyn don'.F. SChn0t. P.E Ryon J. King. P.E. 04/152021 17J3112020 04222021 0&0812021 Approved Category: Exterior Doors f800)843-7828 P15434011. t813[W-e955 SubCalegory: SwingingExteriorDow Assemblies' slaspersongthemmtru.c Compliance Method: Evaluation Report aroma Ora Flmida Registered Architect are Licensed Florida Professional Engineer f L#2046R-K Products QuallixAasurance Agiroved far Use Approved for Use Impact Deal, See Product Model. Number or Near. Pmduet Det-ionon Contract Efm rattan Date I^HVH2 outside HVH2 ResWent Frox.yrat 1 e Tmooth-Star herm.-Tru Fiber-cless C-ad S Nommat6&#39:88quot, lmpact8quot; Opaque. 12131r202e No -Yea Yes NIA Compost. Edge Flherglazs Single Door (Inswerg(Outswing: X conilouraliorm 2. b. Thaene-Tru Fleer-Classic antl Smooth -Sher Nominal 6&#3g;B&quatl psct" Opaque 1213t2026 NO Yes Yes NIA Composite Edge Flhergo-, 6hgte Dow with SldeAte(s).Qnswin9Aluts-eing. XO. OXor OXO configatabans) 3 C..7herma-Tru Floor -Classic and Smooth -star Nominal 68A;398&quotlmDactBqugt; Opaque '1213IM26 No 'Yes Yes NIA Composite. Edge Fiberglass Double Door with or y.4thcut Sldefit%4hn hgfQutEy.,1ng: XXm OXXO - canflgorstims) 4 tlTherm2-Tru Flbar-Classic antl Smapth-Slat Nunlnal6&#380.Squgl;hnpect8quot; Opaque 17131/2026 No Yes Yes WA Carposhe Edge Pbarglaw,51role Door InaMn9/O t xn ,X cmA mum) (9 gu 5 e. Themta-Tru Rtaw-Classic and Smooth -Star NaNnal-8&#M;08qua;im .&quot Opaque 12131iZ026 NO 'Yes Yes WA CtmposRe Edge Fiberglass Singl. Daa.fth Siddl �s) maul 10ot-I XO, OXar OXO M rig n9 configurations) 6 ferma-Tru Fiber-Cossigand Smooth -Star Nominal 8&#3908quot;lmpact&quot,Opaque imi/026 No Yes Yes NIA Compost. Edge Fibergless Double D. with or c,Ith.A 5ldeltee (InsNingbOutsrcing: XX or OXXO awflgur&iorie) 7 g. Themba-Tru Rber-Classpand Gran thShar Nominal 69#39.8.&quW;enpatl&@1of Glazed /7/31R026 No Yes yes N/A Ccrrlp.w1a Edge Fiberglass Single Door (InsiingfOuteding; X configuration) 8 h.Therma-TN FIheFClasSlcadd Snlo�IhSlar Nanlnal 6&#3g;88qua1;ImpactBWot;:Glazed 1213'iJ2(2 6 rl 0 Yes Yes .. N/A. Composite Edge Fiberglass Single Dow-vith Stealite(a) (Ins.ring1Oulsving XO, OX or OXO configura 9 1. Therma-Tru Fiber-Gaasic and Smooth -Star Nominal 69439:8 &qua:lmpact&quot Glazed 121312026 No Yes Yes NIA Composite Edge Fiberglass Double Doataith on with outadelbe5 tYOuts.Mn tsrn9:XX or OXXO configurations) 10 I Thomre•Tru Fiber -Classic end Smooth -$ter Nanin.18&#39,0&gaa;lmpaat&quni; Glazed 12/3142626 No Yds Yes WA. Composite Edge Fiberglass Single Door (tnwinglOUtseing; X configuration) it e.Therma-Tru Fihbr-Classic and Smooth -Star N-Amt 8&0&quw*mmd&quat; Glazed 12r5112026 No Yes Yes WA Composite Edge Fiberglass Single Doaw'xh aid.Iae(s) s.•rgrouI.1Ig9: XD. OX or OXD configurati 12 LThorma-Tru Flber-Classic and Smooth -Star Nominal 8&#38:0&ghr;lmpad&qud:Olazed 1MI12020 No Yee Yes NJA Cairposit :Edge Flbargla5s Double Doa with w wthOut Sidelaes (InsMnglOutseing;`XX or OXXO configurations) 13 m Therma-Tin Fib-Claselc. and Smooth -Star No mil 6&#3988gua;enped8quct: (3lazetl 1?f3112026 No Yes Yes N/A Molded -.Open Composite Edge Fberglass Single Door Q1-hg/0.t nlrg;X onfgumtion) 14 a Therma-Tru Fbar-Olassic and Smooth-&.r NaNnal 66#3fl64. uotJrVxCt&quob Glazed 1213112025 Me Yes Yes N/A Molded Open Comp -le Edge Fiberglass Single Door .with Glazed Molded Open Sidetlte(a, (Inswing/Outswing XO, OX 0, OXO canagurallars) 15 aThenma-Tru Fiber-Cle:ssic and Smooth -Star Nominal 6039.8&quot:Impad&qu4 Glazed 1.2342026 No Yes Yes WA Molded Open Composite Edge Fiberglass Double Door or without Glazed Molded Open Sid2#fes (I)MOgiOutsreing; XX or OXXO configurations) 1e' P. Therm@-Tru Fiber -Classic end Sm.th-Star Nominal 68939:8&quof:lmp&d8quOL Opaque 12131ama No Yes Yas. N/A Cot oshe Edge eas8i. eDoor with p g g p Molded Open Walkers) inswfng/Outswing; XO. OX or OXO configurations) 17 q. Therma-Tru Fiber -Classic and Smood Star Nomura .6&,e39:8 &quotMlpadBqua; Opaoue 12(31)2026 No Y. Yes WA Compeefte Edge Fiberglass Double Dw.Ith a v: thaul Glazed Molded Open Sidalaes (In wing/OUIr4'Ing:,XX or=0 configurations) Florida Department of Business & Professional Regulation Page.1 art Building Codes and Standards IP M21 Product Approval Application Detail - ,. .., .,z�s'. �';'.�;� S. �3' , ^k-�.�•:� ,.. r ,,, _ '-a`/..:,...� � .�.._ ,: Win. .4..._ ;'R�-€�.K. ..._ �":'�'+�; �c '�su F:�.._ ��Y. s..:. _-.c"�= .i:.-^.'p.�''��`.q�"z :3'-17,�, ."__ .ia 'I Us Pendlna Code EIE mry..Of Dili Date Date ivaa Varsbn Manufacturer cataract Ebalneer&Licanreo Validated ayvalidated Submitted Fa Am -.I Aooruwtl Status Ravislon 2020 POTlnduorles Jens Roowski Mier -Dade BCCO -CER Miami -Dada BCCQ-VAL 11I191202G 10R62020 111242020 Approved Category: Ex[erlor:D-ra (941) 466-0100 (788).3/0-2590 EsubCategary: Sliding Exterior Door AssembPas )rosowsklffipgtindustdes:c Compliance Method: Certification Mark or Listing am FLOW-Rg8JYoducts C-14v Assurance Aogrgved for We A-vad for Use Imoeet Nam sea Product Modal Number or Name Pradud maaarliatlen Contract Exixn'etlarr Data rat Holtz Outside HVHZ Resistant Prere-Sure 9 SG0-5570 tLarge Mlssile impadt Unytsliding Glass Door 04M4/2021 Yea Yes Yas N/A March 6, 2023 PIRKApo"'R710"VAL It's'PECIFICATION S .- 2 e provide the information an approval numbers o he building co orients listed below if d Floridaorida Administrative Cod 9B �` please d h n d n tm As required b Florida Statute �,.�� an Fi f I� p pp p they will be utilized on the construction project for which you are applying for a Cate ory/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Cate 1. EXTERIOR DOORS ITherm 11213112026 A. S AGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461,.1 + 7,01-67..0 psf Therm aTru Fiber -Classic andSmooth-Star (IMPACT) FL204 i8 +67.0/-67.0 psf 12/31/202+6 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/202+6 B. SLIDING MI Windows, and Doors Series 420 FL15 2A - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.71-38.7 psf 4/14/2026 Pella Corporation FL2646 C. Sa DTI ONA L Wayne -Dalton Series 0+00/8100/8200 #1105 (8 r) FL8248, 3 +31.01-3 .0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16 7) FL8248,10 + 0,0/-33,5 psf 12/31/2023 I Wayne -Dalton 'Series 8000/810018 00 #1124 (16X7) FL8248,11 +34.41-38.8 psf 12/311202 1 D. METAL LOUVERED DRS Curries Division ofAADG1 Inc 607F707F727r747Aand 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/3112025 2. WIRFDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60..01-50.0 psf 10/81202 PGT Series 5500 FL23 .2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35,01-35,0 psf 6117/2027 Della Corporation Pella 10 'Series FL16603 +60.0/-60.,0 psf 6/2212023 B . HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15 351,1 +55, 0/-55,0 psf 211612024 Pella Corporation � Series 10/20 FL11161 +80,0130.0 psf 3127/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FLED MI Windows and Doors Series 185 FL15349,1 +50,0/-60.0 psf 413/2023 PGT Series 5520 FL243n,5 NIA, 4/30/2025 Pella Corporation Series 10/20 FL6594 +50.0/-50..0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2,024 PGT Series 5500 FL261,1 MIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING ,lames Hardie Building Prod. CCe Siding and rdiePl nk La Siding mplank Lap d rig Ha a p FL13192A - FL13192. 2 NIA 12/31120 3 2 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272,1 - FL15272,2 75.0/-75,0 psf 12I31/2023 Alpha ,Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 + 1r,2/-54,2 psf 7/30,12023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 'Tab,. Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof] 151b Felt Underiayment FL12328 NIA 6129/2023 PIig1 lass USA Inc,. for Tide Rocs POLYSTI K TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. p P Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/912026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomancol Inc DA4 Exahust Vent FL17202.1 +97,5/-97,5 psf 12/10/2025 E. ROOFING 11 LES Boral Tile Villa 900 FL7849.27-FL7849,28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849,16 - FL7849,20 NIA 12/31/2025 F. METAL ROOF Drexel Metals,Inc. DMC 100NS r DMC 150SSF DMC 175S r DMC 200S, DMC 5V FL176 '9A +01-1 0 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2023 All American Shutters 8t Glass Galanized Steel Storm Panels FL17869,1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn, see chart ANCHORS Simpson Strom -Tie see chart B. TRUSS PLATES lTW Building Cvrnponen.is Alpine Truss Plates FL1999 r.1 - F L1999.4 NIA 12/31/2024 MiTek Industries, Inc, Truss Plates FL2197,1 - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSLp LSL FL6527.1 - FL6527,5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/20 3 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail \ CO. Paget of 1252022 `- 'n g4�" r ,i[ '=F' '.: �� _ ", �``c."cx��- _.�'" �-.�.`- »..a�s.r `� � h. tc � �F '��.�'� �z �__� �� »k•_ ` , �a�i �..T�` �:' y. : Call. Entity D.te, as Type VeraManufacturer Coined Engineer & License yalldatedBv Validated submitted PrlDrove Revision 2020 Therma-Tru Corporation Steve Jospeirson Lyndon-F. Schmidt, P.E. Ryan J King: PIE. 07123/2020 0711212020 0712912D20 12020 roved Camgory: aterior Doors (800) 843.7828 PE-43409' (81%767-8555 d 'O ..40sdegoly. Swnging Exterior Door Assemblies siasperson0tharmatruco %AA Compliance Method: Evaluation Report from a Florida Registered Archtect or a Licensed Florida m 7 C2 y O Prarassionai Engineer 9 [JL#20470•}iS.Pror(Ucts G .ii QUalliv Assurance Approved for Use se ® sign 5e.a... Product Model.Number or Name Prptluct Dozen tion Cotract Ex Iration Date In HVHZF2 +ur vim 1 a.Therma-Tru Fiber-Classio and Smooth Star Nominal tr'88quotlmpact&quof Opaque 12)31/2022 Yes es • C'rl Composite Edge Fiberglass Single Door � 2 b. Therml Fiber -Classic, and Smooth -Star (Ihswrg/Out ..ing- X configuration) Nominal U0Q.8 &quotlmpact&quct Opaque 121$1r2022 Yes Yes 6� Ye?_ yq Composite Edge Fiberglass Single Doorwith % S• ✓ Sidelge(s) (InswwrolOutswang XO, OX or OXO N •7' 3 c. Therma-Tru Fiber-Classicand Smooth -Star configurations) Nominal ti& SI &quotlmpact&quat; Opaque I213112022 Yes Yes C7 S J V 4' Composite Edge Fiberglass Double Door with or Wthout Sidelnea (It>s ing/OutsMrrg; XX or OXXO configurabons) cc by 4, Ly 4 d.Therma-Tru Fiber•Classlc and SmoomSur Nominal 8&#39,0&quothmpact&quot.Opaque 12J31/2022 Yes Yea YZ �N;g Composite Edge Fiberglass Single Door ST 5 e ThermaTru Fiber -Classic and Smooth -Star (InsvnngfOutawing; X,confguration) Nominal $&#S9,0 &qudi;lmpack&quote Opaque 14/31f4022 Yas Yes ? �- YOE J1A� Composite Edge Fiberglass Single Door Wth c3 adelte(s) (InswinglOutswdng: XO, OX or OXO r J configurations) '� y 6 f. Therma-Tru Fiber-Ciassle and Smooth -Star Nominal 8&#39.0 &quotlmpact&quot Opaque 12/3112022 Yes yes Yes NfA 0 Composite Edge Fiberglass Double tabor vdth or wthoutSidelites (InswinglOutawing;.)X or OXXO configurations) 7 g. ThermaTru Fiber.Classic and Smooth -Star Nominal 6&939,8&quetlmpaM" Glazed, 12J3V2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door MswingfOutswing, Xoonfguration) 8 h. Therma-Tru Fiber -Classic and Smooth -Scot Nominal6&#39:8 &quot Impact&quo[ Glazed 12131/2Q22 Yes Yes Yes WA Composite Edge Fiberglass Single Doo-Ath Sidelte(s) trrevmng/Oub mitg; XO, OX or OXO wnfigumtions) 9 a a- 'berC and Smoot -Star i Th rm Tru FI lassie h Nominal 8&#338 I ct& uaP Glazed N &gtlot cops q 2/ 12022 1 31 Yes Yes Yes NIA Composite Edge Fiberglass Double Door win or Without Sldelltes(imn)Ing/Outswing XX or OXXO configurations) 10 J Thorma-Tru Fiber -Classic and Smooth -Star Nominal 8&09;0 &gUct Impact&quota Glazed 12/31Y1iJ22 Yes Yes Yes NIA Compoeite Edge Fiberglass Single Door (Insdn9/OuhEMn9, X:configuration) 11 k. Therma-Tru FinerClassic and SmeathStar Nominal 8&#39,0 "lmpact&quct Glazed 12731=22 Yes. Yes Yes WA Composite Edge Fiberglass SinglelDoor%Ath Sidelte(s) (InswingtOvtswing XO, OX or OXO. configurations) 12 I. Therma Tru Fiber•Classio and Smooth -Star Nominal S&#39 0 squat Impact&qguot Glazed I D31/2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or Wthout Sidelites (Ineving/Outawrig; XX or OXXO configurations) 13 m. Therma-Tru. Fiber -Classic and Smooth -Star Nominal 6&939 8 &qudI;m pad&quot Opaque 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with &quot,Non-Impact&quot Sidelite(s) (I nsvangfOutwiing; XO, OX or OXO configurations) 14 n: Therma-Tru Rber-Classic'and Smooth -Star Nominal 69#39 8 &quotimpact&quoi; Opaque 12(31=22 Yes Yes Yes NfA Composite Edge Fiberglass Double Door with &quotNon-Impact&quot 3ideiites (InswlrglOutsvu ng; OXXO configuration) 15 - o. Therma-Tru Fiber-Cessicand SrtldoltnStar Nominal 8&189i0 &quotimpact&qugt Opaque 12/31/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with &quet;Non-Impad" Sid lite(s) (InswingfOutsvwrg; XO; OX or OXO configurations). 1 8 Thermal-Tru Fl -C asslc and Smooth -Star p. b r ❑ Ndminel 8&#3B'D & u0t Im act& quo! Opaque q q P 2 J 312022 Yes Yes Yes NfA Composite Edgebl12f d eFnoer lass O❑ublebgor with p g 9 J3quot,Non-Impeulsquat; SMelltsm (I nsiMngiOutswn rig; OXXO configuration) 17 q.Therma-Tru Hirer -Classic and Smooth -Star Nominal 8&039,8&gLmt;Non-Impact&quob Opaque 12/31P2022 Yes Yes No NSA Composite Edge Fiberglass Single Door gnswiglOutsveng, Xdonfguration) 16 r, Thermo-Tnl Fiber -Classic and Smooth -Star Nominal 6&#W9:8 &quotNon-Impact&quo(. Opaque. 12r31)2022 Yes Yes No NfA Composite Edge Fiberglass Single Door with Sldellte(s) tlnsvAng/O}utmving XO. OX or OXO configurations) tg a Therma-Tru F1ser-Classic and Smooth -Star Nominal 8&69quot;Non-Impact&quot Opaqua 1213112022 Yes Yes No N/A Composite Etlge Fiberglass Doubla Door With or Wthout Sldelltes (IrSMng/Gute AAng; XX or OXXO mitfigurafions) 20 t. Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#39:D &quMNon Impact&quot Opaque 12/3112022 Yes Yes No NIA OPmp.arld Edge FitiergNezi Single Door (IhsvdnglOutsvwng, X configuration) 21 u.Therma-Tin Fiber -Classic and Smooth -Star Nominal 8&#39D&quotNonlmpaot&quMOpaque IM112M Yes Yes No NIA Composile Edge Fiberglass Susle Door Wth Sidelte(s) (Inswing/Outumfig: XO, OX or OXO. configurations) 22 v. Therma Tru Fib-Ciassicand 8-tl Star Nominal 8&N39,0"Non lmpad&quot Opaque 1213112022 Yes Yes No N/A Composite Edge Fiberglass Double Door Win or Without Sidelites Wkswingl0utswnig .XXor OXXO CDnfguiallonsil 23 wt Thorma-Tru Fibor-Classic and Smooth -Star Nominal 8&#398 "Non-Impad&quat'Glazed 12/3112022 Yes Yes No NIA Composite Edge Fllnergiass Single Door fins rigfOUtsweng; Xwnfiguration) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 61#39;8 &quokNon-Impad8quot: Glazed 1213lf2022 Yes Yes No WA Composite Edge Fiberglass Single Doorwith- Sideli[e(s) (lnswng/outswng; XO, OXor OXO earfiguralions) 25 y, Therma-Tru Fiber.Classlcand Smogltl-Star Nominal 6&0398 &quot,Non.Impact&quat, Glazed 12n1f7A22 Yes Yes No NfA Composite Edge Fiberglass Double Door wJth or Wthout Sldelites (Insw:nWOutsW rig; XX or OXXO configurations) 26 a. Therma-Tru Feer-Cessoand Smooth -Star Nomin2l8'0 &quatNon-Impa t&qubt; Glazed 12r31/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door (I rEwngfOutswirg Xoonflguration) 27 za Therma-Tru Fiber -Chaste and Smooth -Star Nominal 8&#39.0$quot Non Impect&quot?Glazed 121$1/2022 Yes. Yes No NfA: Composite Edge Fiberglass S ngl. Door v ith Sideite(s)(Inswngl0utswng XO OX or OXO configurations) - 28 A. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&118quatNwi-Impact" Glazed 1213V2022 Yes Yes No NIA COmpoalte Edge Fiberglass Double Door vim or without Sidelites (InswinghOutswing; XXor OXXO oonfiguratons) Florida Department of Business & Professional Regulation P.gei ofz Building Codes and Standards i1812oi1 Product Approval Application Detail ode Entity" Data Date Date Pending pe's T Vmst t Jog! �_ Manufacturer CDWect. Enpinaer&Lioagse Validated ey VaBtlatatl �12!!S a� FBC:Anyroval Approve BggLP� status Redslon 2020 Mt Widows and Doors BrentSllingef Luis Roberto Lomas Steven M. Urich, PE 1WW2020 10/O61Z020 ICJ192020 12f152020 Approaed category:Exterior Doors i717)365-3300 PE-82514 (717)317-8454 Subcategory: Slitting. Externs Dora Assembles Ixiningar%mhad.cgm Compliance Method: Evaluation Report tom a Florida R.glstered Architect or a Licensed Floride Professional Engineer FL#'i543?R6f?rofjuf�, Qua)ItV Assurance Appm"elfor Use Approved for Uss mmaet oslan Sao Product modm;.NumberOr Name Product Description :Cdntraa Expiration bate: In HVHZ Outside HVHZ Resistant Pressure 1 SERIES 420ALUMINU M SOD SERIES 420 ALUMINUM SGD OXO 12/312024 No Yes No N/A 1463/4&quotX80" NON -REINFORCED 2 SERI" 420ALUMINUM SOD SERIES 420 ALUMINUM SOD OX. XO.XX 12r312024 No Yes No WA 96 qud;r80&quot, NON -REINFORCED 3 SERIES 420ALUMINUPA SOD REINFORCED SERIES 420 ALUMINUMSGD REINFORCED OXO 17f312024 No Yes No WA 145.3/4&quotx98&quota 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420ALUMINUMSOD REINFORCED OX 1?1312024 No Yes No NIA XO, XX96&quotX 9%quct; 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420ALUMIPIUMSG0 REINFORCEDXXX 12312024 No Yes No WA 143&gwt:x06&gent: Florida Department of Business & Professional Regulation Paget ors Building Codes and Standards I1912021 Product Approval Application Detail x core €gBDet3Vote Data Pearl- ust. TSgt Veisl h Manufacturer Contact €mtea Licensevalidated By validated Submitted fBC Approval tttv�9 Slt.4E Revision 2020 WaynaOaton, a division or overhead Door []way,. Kc ish Johm E. Scales: Jeffrey P. Arneson. P.E.. 10/122020 0929112020 10232020 12/152020 Approved Corporation (&30)763.8121 PE-51737 (904)821-5200 Category: Exterior Doors dkomishQwayne-daltatc S:CA.gbrtr.Secbch.l Warn. Door Assemblies 'am Compllande Method: Evaluation Report from a Flodde Ft"IsteredArohltaet o. Licensed Florida Professional Engineer FL#8ifR;: 0 Products Oualny A9saril Aoal-I d for Usa Aporovad for Use Impact ❑ Design on . sea Product Modal. Number or Name product Descdudorn Conn ..I Expiration bate. In HVHZ OWsIde HVHZ Resistant Pry 3 80.10018200 #1105 9039; Max width. 148R35; Max helght. Glazing 12/312023 No Yes Yes +31,001-3520 eval:abie In top or lntemnedlate section. 10 8000B100l8200 #1123 18039; Man wldm: 14&439'Max height. Crar "ng 12l312023 No Yes Yes +30.00F33.60 available In top or lnteane0lna sector, 11 80(1018100/820041124 160341: Mm Wdth. 1484139' Max heigh4Glazing 12/312023 No Yes Yes +34.401-38.30 available In top or intermediate section. Florida Department of Business & Professional Regulation Building Codes and. Standards Product Approval Application Detail Fee.1'at 1 1512021 CCU Entity or Date Data date Panama ffi4 lygg Version Manufacturer Conrad EnWnear&License Validated B, validated Submitted FBC Aoumval AapraYea Ships Revlsicn 2020 Cables Division of A.ADG. Inc. Tom Raday UL LLC Troy Bishop. P.E. 12M 012020 IZrOI(2020 1221/2020 Approved Category: Extedot Doors 1641) 494-2813 fll 4)947-0880 Subcategory. Extencr Door Compohents t[mlaNeyge65aeblay.Cg Cop4)Ilance Memoq: Certification Mark a Listing m. Quality Assurance Approved for Use :Approved far Us. .Impact Design Sao # Product Modal. Naimher.or Name Product Das 1,11- Cnnlred Expiration Dale In HVHZ Dulslde HVRZ Reslstant Press., 1 607, 707, 727, 747.757, 7?7, and 847 Single and Pairs M Flush, Glazed. and Louvered sNgle and pairs a 1213112025 Yes Yes Yes N/A Dow. hollow maul doors. Florida Department of Business & Professional Regulation Paget ore Building Codes and Standards 1152021 RroductApproval Application Detail ...: 4 � 4�1.3^r ��,s; i". i � 1.. d.�Sis. � �..' .: '# `� 3f n+�` 't" .e��n�' haS. �'�' _ .wQT ��Y ..� y-+.k ,4 hze'd'.',`.`� a ;. xq• ,> .: ,.+X' atZ .'�, Code &dHy or Data Cate Data Pending affix 111:112 yerslon Manufacturer Contact Enarn.er&LtcerLs-A Validated By validated .submitted FDIC Anal Aporovad Slalus RoAslon 2020 MI Windms Eno Doors Bront Siliinger American.Archryeetural Steven M. Uncn. PE 11)17fZ020 1111712020 1127/2020 Approved Category:. Windows (717)Z85-3300 Manufacturers Asp.d0tlon (717)317-8454. subCategorytsirngle Hung hsltungeremin'd.cpm Compliance Method: Certification Meek: a Listing Q,elty Assurance Annr-al for tlae, Approved for Use r Impact Damon see It erorluet Model. Number or Name PLodttot Deserlotlon Contract E11Wratlon Date M HVHZ Outside FIYi1Z Resistant Pressure 2 108 6H 52x72 Fin/RangeFrame IG/SG Single Hung 1 ON82023 NO Yes No 'W-W Laminated Gle e W N cat M 2 CD -1 �s t_ Q. C:)- C O 0 L .� rt `w US�•'Ar -0 CL U aj O O O 0 1- _O a) O i.l_ O .N Cn -0 CD E � �� O 1- -0 . C= v i Q Z Z W J C/) a) E W C_ W O L 0 0- � U O L_ W U V m F- H O L W W Z z rJ Z Q J n SHEET NO. PA 1,0. -I--# (1) (1) C_ I — Q (D -'I'- Florida Department of Business & Professiortal Regulation Pages W a Florida Department &Business & Professional Regulation P.D. 1 .fl Florida Department of Business & Professional Regulation , P.R. I of 1 Florida Department of Business & Professional Regull � Patel ot2 � -0 > C- 0 Building Codes and Standards 10022 Building Codes and Standards lPl Building Codes and Standards I FrD21 Building Codes and Standards ; IIW421 _11-0 =3 2 Product Approval Application Detail . Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail V i 4 2 _0 (1) CL = C) (1) 0 0 Ill I I - . -1. I . . I 11 � �� L. 11 � , '-) ..... , � - 11 I , �� I "I Code Entity 0 Date Date Oat* Pending Date , . . . . I , � I - code gralty or � � , , � . I ... Date Patti. P Date = CU -0 0- Tvae Version ManufaGlurer Contact Emaintuar & License Validated Validated Submitted FBC; Asonavai Approved! status Cod- Enott, RKI 21111 Date Pending 992 Code -No- Version 1011antril-burar Entlivor Cooled Vittlelstad Date Date Date Reading Validated submitted FRCAsse-N Dan 0 Acicin-d! Status TV-si VA.fon Manufacturer Ccint-t Entrina. & Licans? Validated 81 W_ Validated submitted F . -'--a (D (35 - Revision 2020 Therrma_T� Corporation Stave J-parson Lyndon F Schmidt RE Ryan J. Xing: P.E. 10,07=21 0911812021 10M=021 12AS12M Approved Wet, Version Manufacturer — Contact Validated Ely Vaidal Submitted P15c Approval ApProved atm. ft RisvfMon 202C MI Wild- and D- grant Slinger Annimain Architectimil Steven M. Urch. PE 1 1 f2Z-2020 I InMO20 20 ie:ttl 0) 0 _..' a) -IZ category: Exterior Doom 000) 643-7628 PF-43409 (813) 767-0555 Affirmatiorl 2020 POT lndcSIH. J-a Ro-wak; 0-1-Nds, acco - CrR Ml,iml-D.da BCCO - VAL I IM12020 11MI2020 1110202) Approved Revision 202d MI Wndows and Doom grant atringer Amenesn Architectural Steven 14 Lhich� PE 10ME/M20 1010642020 10119=20 Approved Category: Wind- I717) 3135.3300 Mcir.t.t.- A.. car. f71-1)317-8454 I C - =3 CIO -Co " U5 Subcategory: S,%inging,E�tdrior Dopl-AssomWas slasperson@themnatru.co Caosg.,y5 Wind.- S.IrCet.jKi.y:Sn9a Hung (041) 486-0 i 00 (7eli) 315-2&" jr.mdQpgdndussos.c Category: W#140" Subcategory-. Horizontal Slider iT17) 30-3300 Manufacturers Association (717) 317-8454 bsit1hgar@mlwd.com Subcategory: Fixed � bsM1r0err_D.rVd..om 12 Q, 0 -0 COMPIlanoe Method: Evaluation FkewtftQm a r1orlda Registered Architect Licensed I'll in Cbmilliandla Method: Cedlicsfion Merl, or Usting .M Comitillacres Method: Corlifloallon Mark orl-ciing Cumpli.- Melfid, I. Certification Med, cr� Listing I'- 1 _-0 ja or a Professional Engineer I I 11 "I � I I 1�1 - " I I I � : ''I I I I I I I I � . I I I I I Falksors-Ro4 Fr.". � I ", � I , , � I I I 11 I I I % I I I ��. = 0 -2 - = (V - I I I I I P�lllitiiil I I I I I I I - - I - I - I . I - I - I - I - I FLIMMI-Ra "mits; � - - I I I � I e - 11 I I I I I I - - I I -0 Ga L_ . 0 0 - FLdRL4L1,R? Products I I I - 1, I I ;11 - - - 11 1� I 11 11 I � I 1:' I I 11 1, � � , I I "I � I I . I Quell or Assurance Actal d f,rA),, A—willa Us. ],,act Desion I A.aro"clio, Use Acting wd for Use Impact Deakan 'll Product Model. Number or Name QuallN Assurance Product Dwrll Cc rifiract Expiration Date, Aremoved far Us, Approved flor U uj&wa cash, In KVHZ outside KVKZ -& Pressure 21 C= = 3: I Quality Assuran as Appravadfor-Use AporovedfOrUlite Impact Dill 6009 Product Madill Number or Name 2 SH5500 lassie Impact) Product Pascripbon Central Expiradonloate 1.1 HVHZ V.yl single Hung Wind- 11713=02$ Yes Outside HVHZ Y.c Resistant Yes Promure N)A Sao # Product Ill ftwtber .' ULM Poed.& Pic-loticio cawn-I Ealkallown 11A. 1, RVHZ outside WVIIZ Resistant pressurs 1 iss PW 71 � 72 In-l.t,d class OV0=3 _Is to No Yee � A�' CP -6W-6a Fill 0 LL = — Sao # Product Model, No. be, or Name Product Description Contract Expiration Date in HVHZ outside HVH2 Resistant Pressure rLarde I HS iN Fin and Fargo Fism. 73A2 Ine.lixt,di Glass 02Y16=4 No Yee No .BV-35 ';3- C- 0- i7-Jr . - CU — CU 1 a Therma-Trut Fiber -Classic and Smooth-5tar Nominal 6&939. 8 &quelt; Non-Impaclitcuot Opaque IM112022 No Yes No. N)A '� '.'7 co Ill �'4 0 4- CIO C) > Composite Edge Fiberglass Single Door 9:: � Z� ,,&- 0- U) 2 b. Therma-Tru Rber-Classlo and Smooth -Star (InsyAngfiOutsWng:Xconfguratan) Nominal 6'8 &quct,Non-Impact&qucrt;,OpaquG 1261/2022 No Yes N. N)A _- . co j..' O_ _� .P .1 . a) L_ Composite Edge Fiberglass Single Door with Sidelia(s) (InsWrighOUbeving. XG, CXor OXO - 0 .,;;, -0 cv, .;.,, Z L_ -11--& U) U) Q- -figurstion') , 0 ir-11 ;I( 'ao 'F %'0 IM a- 3 a Therme-Ttli Fb&Zlawjc and Smooth-Sta r Nominal 6&M;8 8quc�Non-Impact&quct Opaque 12t3l= Fiberglass Composite Edge Double Door No Yes No NJA 4V 0) 0 '* 11 Jc�. cl� Z., - 0 M �- = U) < vAth a Wthout$idelites(Insv�inglOutmMng;)OC�O,XXO ca- 'l '?� e .R- -0 — configurations) I .sr. 7,11, 'A - - to 4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7&*W,0 &quo(Non-Impaotiliquot Opaque I wi= No Yes No MIA - "I - - , V �__ '5 *�' Composite Edge Fiberg lass Single Door 5 e, Therma-Tw Rber-Clasak; and Smooth -Star tl narvinglOu tsWng; X configuration) Nominal 7&#39.0 8quotl4on-Impactl1quot Opaque 1213112022 Edge Is- Single No Yee No MIA -;& a IS . - <-- lg� 0 Composite Fiberg Door �itfi Sidelke(s) (I navAngloutswrig; XO. OX a OX0 �' 3� :t:� . Qonfigural.ris) _.;" 0 6 f. Therma-Tru Fiber -Classic and Smaloth-Star Nominal 6&#U;O "NcmImpact&quat Opaque 12/3112022 No Yes No NtA Florida Department of Business & Professileiriall Regulation page i or 1 Florida Department of Business & Professional Regulation Building Codes Standards #,.a. 1 er I iFV2021 Florida Department of Business & Professional Regulation Building Codes Standards 01 - I".9. 1 of I 1-1 IM12021 Composite Edge I'llp"l-sSirigle Door Building Codes and Standards 1WO21 and and Ca 0 (finsWrigtOutswiril X coriliguration) _� 0- 7 g, Tihorma-Try Fiber -Classic and Smooth -Star Nominal ltM9;QaquotNonImpsr;AqL4 Opaque j2t3112022 Composite Edge FiberileasSinglo Dwrv,ith No Yee No NIA � Product Approval Application Deitall Product Approval Application Detail Product Approval Application Detail 1� _; a It. Therma-Tru Fiber -Classic and SmDoth-Stw Sidelfte(s) (I nSWtIg?OUtSVAh9; XO, OX a OXO configurations) NorrunaJ 8&M;O 8quotNonImpaoAquct; Opaque 12r5112022 No Yee No MIA I I'll I'll 1, 1. sw ' - -, ' ",' RIM - ' ` ' ;� gw I'm U" - I , - 1, "" �y;_�INPONPW-*i-""44z-�lr4l"'I I �10'11__ RE 1, � U Composite Edge Fiberglass Double Door With or code 2" Dole Data Panelists Dat. C-lk liftw " Dole Dat. ", P-11, two 9291 ability or Data Data Dad, F-9.0n. 2112 4 Without Sldalite6 (InseAng/OubwAng! XX or QXXO . T"o. versim PlAbofitcair Contact Encl.- & Ucell valkil By Validated Submitted PIOC Approval Approyad status TV- V-;.n Maradact,ner Contact EnWn,,r & License Valid4lod Ilk Varldalrd Stulernift,cl FaCA-moval Aval $let- Type, Version Manufacturer Contact Enell & lJocrise Validated W Validated Subircifted PSC Am," Approved Status 9 I. Therma-Tfu Filber-Ciassiv and Smooth -Star wnfigulations) Nominal M939:8 &juot:Non-I mipaot&cluct; GL-cl 1213112022 No Yes No MIA Affirmation 2D20 PG'rind.,lhk,s, J R.sowdd la-l-Dade RCCO - CER MI-I-Dilde BCCO - VAL 1 M512020 I 1 =020 11M112020 Appnwedl Revision 20" M1 Wind- . rd Posts Brent Sitlinger ,cl. R Lom.�: PE Steven Nt Unch. PE 1011IM020 1plaO=0 laylAQ020 12M5120�0 Approved Affirml 2020 PGT Industries, Jens ftsow.ld f4-1-D.d. BCC0 - CER Mian-4-02cle Sr_C0 -VAL 1110512020 1 1,05020 1111112020 Approved Composite Edge Fiberglass Single Door Category: Wnd-le (903 48Goi 00 (766) 318-25go Catlagary: Windows (717) 36"300 PE-62614 (717) 317,6454 Category. Wool (94i)486-0100 (7a6)3i5-259Q (InswrglOutswrig; X ocrifiguration) inlitclibij,y! Ftned jr.owskililpaindil.tineac subcategory: 1AA., bsitilinpilim1wd.com Subcategory-. Mulliens ImseVskiQlagUndustfiesc 10 1. Therma.Tru Fftr.ClaWc and Smooth-Ster Nominal 5&#39:8 "Non_Imp2ct&ol Glawd 1213lr2D22 Composite Edge Fiberglass Single Door With No Yes No NtA Cohiplianta Method: certireation Writ or Usbogr I I I om I I I I I 1, I I I I I I I I - � - Compliacul. Method: Evaluation Report from . Florida Ricgehired Architect - Licensed Plcrld� Compliance Method: Cartificellon Mark a Usting ." � I - I I I I Scalfte(a) (I nswingtOut-An9l X0, OX or QX0 PUVA340416d, � I I I I 11 I 1, I � I I I , , 1 , " -, I I I I I I I I I "I I I - �' Professional Engineer FUIM-RUTTO I I , I I - - I I - I � I I - I 1 1 k Therma-Tru Frar-Clascio and Small configurations) Nominal 86#39:64icuotNon-Impsoftucit: Glazed 12J�W2022 No Yes No MIA - I I ! a.-# ,bar or Us- hOl I � Ql A.tisurance Aceprovad for Usa 8-vad Product Deaerlyflon Contract Exulrallort Dot, in HVHZ for Us. outside HVH 1pmpa�t Resistant Dealon Prompre 4191615�Ajiiiadbdl , , �� ' 1�1 11 1 '� � , � " � �" I I �' I � � � , � " I I I , , I I I I ), :' � � I I 1: �" � � 1, - I I I ""� I I " I", I I ; "i-, � I I � " , 11, I I I , ; , I I , "�' I I 'I,- ','I " 1, ' , � 1, � I I � I 1, ''I � I I I I , le "I I 11 I . � I �� I I I I - 11 " � , , " , Us A Product Model. Nual Name al Assurance product D..ol Contract RMPIratItin Dart Apar ... d for Us- Amr-Unr Use igirdid U.Shin In HA1Z Outside HVH R.,liparl Press- Z Composite Edge Fiberglass Double Door sMth or Without Sidelftest timewortillOutieviing; XX or QXXO 5 . Issue, Irnpiten. Vinyl FI.ed Wind- 04MI2025 Yes Yes Y. MIA Quality Amul-c, Useroved for Us, Ationcieed for Use impact Dosion I Matters torAll Dom an d Windows Aluminum Mullons 0512612026 Yee Yes Yes MIA configurations) 8-# .." ell.dild,leasbar-N.- " �M4 P'aduet Dissertation to WVHZ outside IRW R.Ashent 12 I. Theml Fiber-Classio and Smooth -Star Nominal 7'0 &quotNon-I mpact8quat, Gla�d 12131 t2O22 NO Yes No MIA 2 Vertical Aj..k,u. i IMIJ2024 No Yee y- MIA Composite Edge Filborgleces,Sin2le Door (Ins4ngfOutswing; X cetntigumbon) is .. Ther-Tru Pilo-Clas.i.-i 8-th-Sta, Nominal 7&#M,O &quotN.n_Imp..l Gl-.d 1213112022 No Yes No NIA Composite Edge FiberglaseSlingle Door ,vith I Sidell (InswinglOuL-ing; XD, OX or CXO mrifigurati.m) � 14 It Thermit.-Fru FlIcer-Classic and Smwth.SNr Nl s&#3a0&quotNon-lmpact&ql Glazed 12131 t2022 No Yes No NIA Z Composite Edge Fiberglass Sin g Is Door (InsWngfOutsvyhg; X configural 15 o. Therma-7ru Fiber-Classio end Smooth -Star Nominal 8'0&quotNqn-ImflpQcMquct, Glazed 1213112022 No Yes No NA Composite Edge FiberglatesSingle Door Alith Sidelite(s) (I nswrig/Outsoring: XO, OX or CXO Florida Capartment of Business & Professional Regulation pass i d' I Florida Department of Business & Professional Regulation P.W2d2 Flodda Department of Business & Professional Regulation Peas 3 d4 16 P. Them'sa.Tru r1low-Classic and Smoth-Star configurations) Nominal S&#3S;0"Noo.mpacl8quot Glazed 121311202� , Composite Edge Rberglacs5 Double Door Wth or No Yes No NJA Building Codesand Standards I 1512D21 Building Codes and Standards 1092021 Building Codes and Standards 302W3 Mhout Sidelites ins,ting/Outswing; XX or O)0(O Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W omfiguratio.5) . 17 q. Thiermcl-Trut Filber-Clessic, and Smo.th-Star Nomnal IM#39;8 &quctNortImpaol&quot. Opaque 12J3112= Composite Edge Fiberglass Single Doct-Wth No Yes No MIA - . - . � I I ! : 1, I � A 1. X-EM,�&",.�,�. I M. C� i�'"! Transom (InsW ng/OubrWnti; OfX configuration) � . 1� 18 r 7herma-Tru Fiber -Classic, and SinDath-Ster Nominal 68#30;8 &quaqN . 6n-Impact9quot Opaque j2lSV2022 Composite Edge Plbisrgl Single Doo-Ath No Yes No NIA Cod. T yessiol, histitittfachungr Entity or conteet Erdn& Upsets, Aliclated 0� PAZ P" Validated Submitted Data Pondinny F5C Acameval AIL. Apa,v,d 221OL12. �m MM Varvilon M.buffliatuntr Endty or Contact Enell & lJoarcet Validated S, Date Date Date Pendiria V,Ild,k,d Submitted FEW Attemayal DMO Arnor,vegl status 25312. TV-- Version Manufacturer 100tte . c-tect enables, a U".. w1daill"! W 91ft Dot. Date, Plindlott Date Validated Submitted FBCAotil A,,,,yo4 St-t- Sklslita(.) Rod Tramorn (firria-fing/O.i-ing: OIXO, O/OX or 010KO configurations) . Revision 2020 Ja�os Handle Building Products, Inc. Chad Olarclo V. And- Tap John Southard, P. E. 01105l 121140020 01106/2021 ding P13C Appr, Revision 2G20 Aside Nick Thompson Lyndon F. Schmidt, P. r. Ryan J King: P.E 02J15T2021 =15rW21 cl 0411=021 Appro,rad Revision 2020 QAF Category. Robing Michael suo Robert Mitintran John W. KnezeMer. PE 760-3411 PE-69166 IVISaG22 12M712922 12=1122 0210712023 Apion-ed 19 s. Therma-Tru Filber-Classio and Smooth -Star Nominal SWI); 8 " Non-impact&quat; Opaque 12131/2022 No Yes No N)A category: Panel Walls (909) 545-8359 PE-8181112 t352)367.2520 C.I.Oatry, Pand Witll� (330)S22-2389 P943409 t813) 767-6555 (8DO) (554) 7?2-6224 Composite Edge Pilberg lish Single Door with Subcategory: Sldrhij ch.d.dlencks@j-ash.rd1 Subcaletil Soffits oth-psom@.sidni SubCalatil Asphalt Shingles -ti.inw.c.. Mj Sidctlia�,c) (I -Ang/O.b.v�mg: XO, OX or QX0 ComplIant" Method: EvaluctIco Report front a slom Compliance Method: Evoluotion Report from I ComplIal Method: Evaluation Report from a . continuous Hated and 911 configumborts) Florida Registered Ariel Licensed Florida Florida R.gishersdA,chitect.r. Licensed FIQId. Force ReglateiredArchilect or a Licensed Raid, 20 t. Thitrw-Tru Filb-Cessic and S.-th-Star Nominal 8&#39,0 lic-t-Non-Impstatl1cll Opaque 12r3lJ2022 No Yes No NJA PrObt.1-1 Engineer Professional Eraln- Professional Engineer Composite Edge Fiberg lass Single Door with - - I I 1� I - I , - �' � , , - - - � , I I I I � I 4UH5272-IFS Products __ � I � . I - FL"3jZ4,R"EMdhk:% I I I Sidelil 0 newngloutemnit; XO' OX or OXO FW30192-FRyProdusta - I 1� I I I I � I I - I - I I , , �- I _'_ 1� I I I 11 I I I � Continuous Head tand Sill cunfigurations) axiality Assurance AyproV#AfprVi* Abell for Uo Impact D"Ina Quality As-ance Ancrov,di-1.1s. Apovc�,d for use I. lo.dim CaralityAssurano ArinroYed for Use Approved for Use Deals Impact 21 u. Thernrsi,Tru Flioler-Clasgic and Smoeth-Star NomlnalS&�39;8 &quot�Non-Imp9tA&qruot; GI-cl 12iSV2022 No Yes No N/A Stu a Product Model, Number or Name Precast Dospiritio contract Expiration Palo In HVHZ outside l Resistant Pressural sea a Product Model, Mu.b..r Me.. product D .... ation Contract aspired- Date in HVHZ outside HVHz ik= R.alst.r%t Pressure son 0 ProdUl Model, Number or Name Product Description cpmract RuIrotioncloto In HYHZ Outside KVH Resistant Pro"Urs Composite Edge Fiberglass Single Door vAth SIdelitais) 0 hsWngf0uts%rAngl XO, OX or OXO I Camplark Lap Sitmg ilbar-e-rt lap sking 12G,112023 Yes Yee N/A WA 1 - &quot.Usquet Sollit Venter Slid Vinyl sent: I D31 Q023 No Yee No MIA I OAF Asphalt Roof Sh higi" for use In P 3C non -HVHZ Fiberglass rclhfonced 3-to b. laminated. 5-tab and 12116;12025 No Yes MIA MIA 1 Continuous Head and Sill configurations) 2 Hardsiskink Lap Siding liber-mort lap elcirg 12t31/2023 Yes Yee MIA NA 2 b. 16cluct;A14ree T4&quat;,9olfft Vent or Sold Vinyl S.M 17=Q023 No Yes No NJA jurislictions uptridge asphaft shingles 22 v� Themna-Tru Fiber-Clases and Smooth-StRt NomimlM#39;0"NoTi-inipact&quot Glazed 1213112022 No Yee No NJA 3 c, &qu.t;Gnl.rbd. Voltage Bead.dsng: Soffit Vem or Sold Vinyl Seat IMU2023 No Yee No PUA Composite Edge Fiberglass Single Door ��h 4 d, LOvot:D58quol, Soffit yen[ or Sold W)t Sball 1213IJ2023 No Yes No NIA Sidelle(s) Q nsv0ng10uts%Mng; XO, OX or OXO 5 e. &qu.t:Ch.,Ia, 0.k&q.ot; S.ffit y.l,.rSdI4VtoyI8.M 12)3112023 N. Yes No NJA Continuous Head and 8111 confIguraborse) 0 f Squ&�S;Wvr SP.Aquot; Sollit Vent or Sold Vinyl 8offit 1 M1,202$ No Yes No NJA 23 w, Therma-7ru riber-Clasalcl and Smootl Nominal OU�" aquo;Non-Irn;paet&ql Opaque 1213i/2m No Yee No N/A Composite Edge Fibarglaus Door Panels ,urth Vented Sidelite(s) OrravAnglOutsvmg; XX XXX or XM configurations) 24 x. Tharrna-Tru Fibor-Classic and Smooth,Ster Nominal Rl &quctNon-ImpaoRquot, Opaque 120=22 No Yes No MIA Compeate Edge Filber�iaaat Door Park,ls vrrith Vented Sidelite(s) 0 nowing/Outeveng; XX >= or X)= oborigurati ... ) 25 y. Th—Tru Flom-Cl-slacind Sm.oth-St., Norl 6A#M;S 9quc�.Non-Impact" Glazed 12/3112= No Yes No NJA Composite Edge Fiberglass Door Parielsv ' Ath Vented adelic(s) (InsWrig/Outowing; )O� )= or >=X Florida Department of Business & Professional Regulation P.gel orl Florida Department of Business & Professional Regulation P.O. I .1' 1 Florida Department of Business & Professional Regulation Page I or 1 01)[IfIQUIstel"g) Building Codes andStandards 100421 Building Codes and Standards i&2021 Bulding Codes and Standards UN2021 28 z. Tharma-7ru Fiber-Classit; and Smooth -Star Nominad U#3g:0&quotNon-lnVacAquat Glazed 12131f2022 No Yes No MIA Composite Edge Fiberglass Door Panels with Vented Sidelth(s) OngverrglOut&�. X)(, XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail conflou'Ril - ", 11 __ I r." I 27 za. Therma-Tru F�lper-Classk; and 8mooth-Star Nominal "4S$;8"Non-ImpacI&quot: Glazed 103112022 No Yes No MIA CompositeEdge Fiberglass Single Doorwith3l1ill Sidelithe(s) (I nsW ng/OutsWng; XO. OX or 0XO Cod- "br or Oat- get. Ded, Pencil- Date 11 11 I Cod. Entity Us 291 two Poll P& r.29 - I I.. , , Entity a Dole gets loats, pending Date 26 z1b. Therma-Tru Fiber-Oassic and Smuctlb-Star configuration.) Nominal 6&,�,'�ZB�3&qLtotNon-Impact&quo1; Glazed 1213112M N. Yee No N/A TV- verso. Manufacturer coml rnel-A Uejamits Validated Istv Validated submitted Pilo Apur "v Alcona- status T Version Manufacturer contact Emd-9 Lt ..... vaildhateds, Validated failanitted FBC Ammoval A,a,y,d star, Ives Vorvion Men.f.d.n. Contact P'nobt-SLU— Validated Sir V211dallad submitted P9C Apil Approved 911-t� Composite Edge Fbarglass Dcuble Door vAth rl 2020 TAMKO Bulding Products LLC Kerri Want Robert hil.minort John W. Kn-Ach. PE 1OM41202(l 09/29n0Z 1(111212(120 12PI50020 AW-d Revision 2020 L.V. Tharripace, Inc dba Thompson Archlbectural Tory Christman Zachary R. Poser Steven M. Ul RE 09n7r202O QW11112020 09=020 I?Jl&2020 Appr-d Revision 2020 Fields Metal Products Inc. Clark Jones James I. Bucket. P.E_Q Steven M. Urtch. PE DDJ2712020 =542026 10104(2020 12/16`2020 AW-d Ull Sidelitets 0 ne,4imgfOutnMng: O)C(O C.'-Oiay� R-offing (417) 624-684.4 PE-55181; (954)772-6224 Metals Company tTAMCC) (813� 20-1458 PF-74021 f7l7)317-8454 category: pealing i904) 783-MOG CBUCK Engineering iT17) 317-8454 confili undion) S.bcahiul Urdkrrlayrnsrt� k.m_1dev0t..ko,n Category: Roving I-y0_gt.�..fll Sub-Cd.gvry-. Reuling Aceassorbe thak,we an clark@ft-oom PE-31242 1 29 zo. Thomne-Tru Filber-Clesso ancl Smooth-Sar Nominat=939,I) 8quoI;Nbn-ImpalCt&ql Glazed 12?0112= No Yes No NIA Compliance Method: Evaluation Report tom a SubCac cry: Reeling Aboessares that us an Integral P�rt trills R.oling System Composite Edge Fiberglass Single Door with UM,() Florida Registered Ar&itact ora Umead Rorlde Intignal'Pert efth. Roolng system Compliance Method; Evaluation Report from , Sidelice(s) 0 nsvoinglOubrmg; XO, OX a OX0 Professional E.gin Compliance Method: Evalustlen Report toril a Florida Rqlst,,.dA,chit.t or . Licensed P1.4d. 30 zd. Therma-Tru Fiber-Classil; and Smooth -Star cortfig.rali,mrs) Nominal 8&93g:Q8,quotN;pn-lmpaKtl Gazed 12131.12022 No Yes No MIA I I I � ::', I I '. _: I I " - Florida Registered Architect - Licensed Florida Professional Eneiree, Professional Fngin- Composite Uge Fiberglass Double Door �'Jt h � P,4023 mp% 5 I I , , 0 ''I''I"', � 1 �, I ''� 1 �:'71 :, � � _-�'-";";� I I 11 11 � "�;' 11 1, � 11 I �1_41 I � I I � I ' � I 'I, 11 I , I " '�"' I I ", I I �, 11� 4 11 I I 1 , ''I '' I I , I I I I Foafllilll-Rl! el � I I 11 ", , � 11 I I " I 11, 11 11 I I I I 3Ĺ0 Sidelitee (I natwing/Oub;Wng; oxxo witliguration) giggsligi A .... an.. _AiggiElittled lllfg Approved forties I annalct costall 'kvlail 11 I �:, I , 11 �� ''' I '', I I - I I I I I I I , I �� ;I �,,, r, �'C , ��'�': � �' I � , '' , I , , , 11 I � � I , I - I I I ' �11 11� , , , � '� I I �1:11' 1 - I I �" � I I , � � �" I I I 11 I I I Calalltv Assurafte I I Approved far Use Approved for Use UMA 2kilign 31 ze. Tharme-Tru Fiber-Classite and Smooth -Star Nominal 7'G&quoI;Non_Impact3quot; Shaker 1213112022 No Yes No N/A a.-# Product Model. Wharbgr ,, N- P'.duc'. geserivill- Corthaot Expl,aftom Ut 0612912= In HVHZ YN Nisild. HVHZ No Resistant MIA P-syris l iligairly Assurance Aultrowill for Use Approyacl for Use LAW Rdal -9-0 product Model- lbumbar,r Nam Pir.,Uct P.setription - -_ - I - ft to HVHZ 0jibind, HVKZ Resistant P,.-. Set- Composts F,dgo Gla�.d Fiberglass Single 1 TAMKO Rod Undersyments, (H") Roof undedaymmls for use to F BC HVHZ S_# Product M.d.d. Numbar - Ill Product pn�� confied Embattle, Dah, 1, KVHZ 0.1sule HVHZ easiest Pro-wis 3 3- FLAMCO 8qu0t:RV 10 Ridge Ventitcluot: Aluminum Ridge Vents for pitched roolsfabricated 1Wlc?o24 NO Yes 14. WA DoorMh or %Mthout JW9;2 Sidelits(s) juvisdodafts. I TAMCC, Flat Top Olf-Ridge Vard with Soft lot Tic 26 ga. static roofycrtilator with baffle 0910912M Yes ya's MIA N/A ft.m &025' Aluminum �Irlingfouteiwhg. X OX XO at OXO configurations) 2 TAMKO Roof Uftdlorb�mentl tNQN-HVHZ) Real underaymants for use h F Be nw-HVPZ 06128121123 Me Yes MIA NYA 2 TAMQ0 GooftneeliVont 26 its. 09100=6 No Yes MIA -OL52.5 juarlsdicklom, 3 TAM00 Off-plidgeftofVentwith Settle 26 9R.1tat1k) m0fNentletOr with integrated baffle 091=026 Yee Yes NA NiA 4 TAMG0 Round Top 01-Ridoe V.ntl,,Ith Baft for T11. 20 ps, stalls rool'vetill with baffle OMS/2026 Yee Yes N/A RiA Florida Department of Business & Professional Regulation P.O& I cf I Florida Department of Business & Professional Regulation P.O. i or 3 Florida Department of Business & Professional Regulation Page 11 of 1 Florida Department of Business and Professional Regulation . Building Codes and Standards ir1=1 Building Codes and Standards l?7M21 Building Codes and Standards 3MI2023 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detaill Product Approval Application Detail Product Approval Application Detail U) R 1 10 . I 'PIX =11, - 01 . j� 'K PIN L. Cado "lly PM core Cars Poildna 2M Cod. EnfiW or am 2" DebPottar awl C0410 Entity or Data gets Date Pondrics Dot. FL#5259-R31 T Vorshm Manufacturer Rs�6ileo 2420 Lamenc. ccol.at E-knear&j.1yonsa Wintered a, Katrina Jelley James L Buckner P.r Seveh M. Uri.h, PE vit"clat.4 autilmitted IV23(202(i 1 1AN2020 FBC hatura" 11,2W2020 Act.lemied status ding FBC App, T Version Manufacturer ReMsion 2020 Borst Roofing Contect Ened-9 U'loso Validgied 9, Anderson R61hin APMO Uplion, R"Il G.'yVv.W.lker Validated stithardt"I PSC APR-4 1 V0312020 I 1 i0Z12020 Avorbod it" 111041200 Appro,od TOM Vilintrion Manufaturer RoviWon 2020 Global Protarebtri Products _l_C_ Contact Entolueer & Lt..,. volifted By Ill Robinson WafterA. TAIRJr. RE John W Kn stsvich. PE Vaill submitted FOCApploYal Approve status OMU2020 DW�M20 lMl/2020 1211512020 Apprwad (D Code Enw-21 29ift P99 Date PA119 Status Category: Roofing (501) 983 G153 PE-31,242 f717) 317-6454 Cst.gary, Roolmil (41)1)�801091 Services LLC. (205) B54-0160 catagi.ry!'91hu".. tB54) 989-7545 PE-44161 (P541772-8224 Typ ArSiCin Manufacturer Contact EU9jl1"_r& Validated y Validated Submitted Pending. Al2proved Approved ._q Revision 2020 POLYGLA,SS USA Maury,Alpert, License John W 1012612020 10/22/2020 FBC 1211512020 SuiloCataborr- Recline A.—las that - an mogral Part ofthe Recline System C..pli .. signed: EWafinflk,n Report from . Nelleyalornanco.cern S.ItCatit,il R.ofing"Iles Compliance Maned: evolual. Report fire. . Product E-lued. E.Uty RobtrAndenion(liborld.co fla Subcategory: Storm Panels Compliance Method: Evaluatroh Report torn a Florida Registered Architect or a Licensed Ficticka t1..r.1blo-@,gpperLco to Category: Roofing S9542351 a30SrmdIperb@pdygjass.00m Robert Nierninen Knekievich, PE Ell -WWI Florida"llegstateclArchitoct or a Licensed Florida I i*jjO�RjiEbdUcl% ,� " � ' , 11 ' I I I I "I I I o 1, I 1, I I 11 1.11, � , I I I'll , ei , I , - , - , , " I I , I _L'' �� I Professional Engineer Su bCatiagory: Undedayments Compliance Method: PE-591 68 (954) 772-6224 11101/202D Professional Engineer FL#17ZjIZa4I Pingrilluilft , I I L I � �' I - I I I I , I I � I I I -1 Quality, Assurance IL" I I 11 I I I I Allarvied for Use - j I I ' I L L , Approved for Use I � L _ 11 I I impact I 11 I I I " , Deell , ",L� _ : : � - I - I I I I I 92" product Model. Haaaftes M home 16 S.-Y - Shako. State, Cau mly Red., SpIt Old English I , I , , I � I I 11 I 1, L I I � ,� I I I I 1, :': MIN Assurance Product Dasionietion C,rh,d Exaltation call, Fiat Profile, - Get-. CC 1213112020 1- I � - -11, I Ill.' I 1-: � - 11 - I '�'L Aorgy0digUo hoprovad for Us, I" HVKz Quitai7d. .PJH No, s � ' , " , I I - W= D-191, R,A,t,,,t Pressure, NIA WA I 11 - I L I'll 1'1� 1, � , P1__ I I I 1, I I At"l Ph.d.le I,- I L L - I I '' I 11 I '' I , 'L - I ',_: , , __� , , , , � W: �'L " I '�' I "I I I I I I I IL L '�111 I �' I QuidithrAssusencit , ;�' I I , I � i �:"� L '�': 1, '�� I "'�' �'� 1, , 1, 11 I � '� L I L L " 1 I A-citskif,rVes Aligiond ter Use Unpact else - E Evaluation Report from a Florida Registered Is- Is Product 00,041, Hurpher or Name I Dkick-Airl DA-4 or TRI-Built D.ck-hr DA-4 product Doex'"Itirt Contract Expiration ticati Lm Profile, PoWmipyls�v Plastic; Roof Vent IVIOR025 1, HVHZ No outside HVHZ Yee Resistant No P-sure ,07.5i-07�5 T"t.h &..P� Impact 17 Snotty Goo - state. Shake aurp:SpIft Shake Flat profile - Steckler. CA 12t3l(2020 No Yet MIA WA &&A . 1 20 Gets Gol-laod Steal Storm PsmeIsfHVHZ Product D-flothon Q2muzzakawD2& Corrugated Galvanized Steel Storm Panels retained I WI)XI23 by to hurtloane Im HVHZ outside I4vHz Resistant Pressure Yes Yes Y. WA -sillsessell Architect or a Licensed MechanicallyAlrached to PV.,,-d DecK is Sft.-y SOD - State Shake s-p: Split Shake 9 Socony 700 - 8h.k.. Vale &amp� Split Vieille Flat Profile - Ralt.� CA JL2131=0 Met Pr.rI. - Steckler, CA i2131=20 No Yes No Yes MIA N)A MIA WA 2 24 Gqe Galvanized Steel Storm PandsiNHVHZ or not bracits prwide "acter, Corrugated Galvafttb�sd Steel Slomn Panels retained 1Xt1i2023 No Yes Yes NiA (D Florida Professional 20 ,-.s..y Too - Shake, Net. &..P; Solt Shake 27 T.jas Esp- I S ... I.. Flat Prome - Rialto. CA 1=.2020 High PricAle - Katy. TX 12r3102020 No Yee N', Yes MIA WA NfA WA or not by1racks to proyIde hurricane pircection. = (D Engineer 2B Vill. Low Prone - Katy. TX 12MV2020 No Yes N/A WA FL#6259-11131 Products -C Gul Allatural ARDrOvad for Us$ APPMnUMjY_" inititt-t P11115-forl W a-011 # Product Model, Number or N Product Dissertation Contract EW-1ration In WHZ OWside H Resistant Pressure Data I Polyglass Roof Underlayments Rocring underlayments 1012iJ2022 No Yes NIA +Nl IM 1 2 Poiyglass; Roof Undellaynnent, (HVHl Polygaas Roof Unclerlayrinents (non-HVHZ) Polyglass roof urKler1laymerits for use in FBC1212312023 Yes No HIVHZ jurisdiction.. pollyglass roof underlayments, for use In 12123V2OZ3 No Yes N/A NIA N/A -MAI-622L � M > 0 FBC non-HVHZ judscleflors. Florida Department of Busiml Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation P.R. I 01 Florida Department of Business & Professions[ Regulation page I of I &— 1 Polyglass Roof Underlayments (HVHZ) Poll roof underlaym ents for use in FBO1212312023 Yes No HVI4Zjurisdiclionts. NIA N/A Building Codes and Standards 1125,2022 Building Codes and Standards i/7W21 Building Codes and Standards i912021 > 0- 2 Polyglass. Roof Underlayments (non-HVFq) Poll roof undertal ants, for use In 12J2MM3 No Yes FSC nonHVHZ jurisdotiorts. NIA -NlAf-622.6 Product Approval Application Detail Product Approval Application Detail Product Approval Application Data H CL I pollyglass Roof Undertayments (HvHr) Polyglass roof underlaymentsfor use In FBCiV2Y= Yes No NIA NIA 0 < " I � 1019 � , I HVHZ jurisdictions, I ,--% ��.� - . No I 1- � � I 2 Polyglass Roof Underlayments; (non-HVHZ) Polyga,50 roof underlayinerit�,-fgr use In 12123nO23 No Yes FBC mm,HVFiZ j.risdi.d.m , N1A -N1AtS2Z5 Cod. Entity 0 Contact Engineer & License; Validated 211 Date Validated Submitted Date Pending FOCAOR-yat Date Approved Status Code Type V,rel Manufaclare godly or CREW Enclose, A, U.."as VlAdatiad IN Date ode DakoElindlnd willidisted S,blartled F3C; Acil Data Abel =91 Code - WMan MimcfAtA,nir Ill 0 Contact Erallm-&Utorts, Validated W We 2" We Flinging Ago voijand Submitted F5C Accoreval Alprin-d status L. -slesseell I Polyglal Roof Underlayments (HVHZ) Polyglass roof underlayments for use in FBC1212312023 Yes No NIA NIA Type Version Manufacturer Revision 2020 Ail Amed- Shutters arid Class Mks Barbieri Frank L. Berinardo, RE Troy Bishop. RE 1Qr2W2DM 10/1 5=20 1110512020 12`1512020 Apqrci�ed P.vqN.n 202D Alpine Stuart L-1, ICC a.1-ton Ser&., LLC WIllin, W Ranieri. P2 1013112020 1 Dn2002D i lJo5t2020 ilA35/2020 Aolaravool Rermskm 2020 Carrintorcial CononMe Products.1no. Robert 1341, Samuel A. Gre.ricerg John Hoy 1?JI612D20 12J16M20 12r2Sc?020 one PSG Appr, 0 2 Polyglas% Roof Undedayments (non-HVHZ) HVHZ ju,isdictions. Polygless roof undeflaymerits, for use In i2123/2023 No Yee N/A -NIAI-022Z category Shuth- Subcategory: Storm Panels (561) 712.a882 Pr.0046549 (954) 947-0080 miketrCallamerioamalrutte Category- Struid-l-W cemporitnt. subcategory; Trusa Plitt. (321) 710-3377 (40Y) "1-1917 sam.0.1pineft.- Category: structural comporlenig ilutiCal Pro&= Introduced as a Result of (80)050-1707 PE-U245 052) 508-5311 pn,tgcdcr@yeh-- = FACLnon-HVHZ jurisdicuons. CoMpliarce Method: Evaluation Repert from a .,earn Coarpli— Method- Evaluation Report Irom . Product Evelueflon Entity 14-T..m.l.gy, ConnPliance Method: LvaluOtion RoPortfirom %_4 Florida Reg latered Architect or a Lleartsed Pence Prothassionad Engineer - I � � I I 1 -1 , I Furill'""ii,oduchi , I I ' I I I � - I ' 'L 11 I - - � I I I I � 11 I ''I I 11 I r 11, a Florde Registered Architect or a Licensed Molds Professional Engineer 0 f W7669l ProdUMS - 11 _L1 I , I I I , I I I I I- I I I ' I � I Quality A—aaa Approved for Us. Appir-d-fortlit. Impact beaten ?W7744t6frocluds I L_ QualityArisurs Apypo�dfrfltlso ApproyRdforUse Impact Design litooli Product Model. NUrritteror Nam PMCW Description Contract Emirallon bell In HVHZ Outside Will Resistant pressure I Sea # Product Model, Num bar or Nam a Product Description Contract Expiration Elate in HVH Outside HVHZ Recilstan prossu I 17W BCG/Alpj'na Higher Strength (H 8-p: 8) Metal ConnettarPitna Imin024 Yee Yes MIA NIA Quality Assurance Approved it, Lbue Artaro-edforUsli Inuina Q.-awn a- 1 24ga Galvanized Steel Storm Panels 249a Galvanized Steel Storm Panels IMU2022 Yes Yee ye. N/A 2 17W BCOffi3pine Hinge Plate metal Connector Plato i2J31)2024 Yee Y.. MIA MIA 4;&ilti Product Model. Number or Narne Product Description contract excitation Date In HVHZ Outside HVHZ Resistant Pressure < 3 TWOOOffillpfae TWIM Metal connector Plate 1213112024 Yee Yes MIA MIA I QuahtyProcass ol-CommercialConcrete Products Precast and Preat-sed Concrete Untel, 05i2SR024 No Yoe N 1A WA a) 4 ITW SCO/Alone Wave met.] Q—to-pl.t. 1=112024 Yes Yee WA MIA U) -*--a M � 0 (n =:) s< -mass 0- Florida Department of Business & Professional Regulation Building Codes and Standards P.g.2br2 3=23 Florida Deportment of Business &Professional Regulation Building Codes and Standards page I all at'l Florida Department of Bus & Professional Regulation BuIldingCodes and Standards Pagal uf2 9120021 M0 is— ProductApprovalApplIcation Detail Product Approval AppillCation Detail Product Approval Application Detail 0 L_ CIE - _L � - "I __ I .. - Code End* a Date Dads pAn' P,,di- Date 1;�Qft Entity or P211 PM gets Pell we , "do On"Its, 21116 203111 Data Pending 2a I'll I L. W = 7vil. Version Manufacturer Contact Rights. & U-n. V.nd.i.d By Wldgtgd submitted PAC Apre.y.1 App,oi,ed shtt TV's, Moral. Manufacturer C,sect Ei-cons,11,10kerne, v0dall.d Or Validated submitted FEC Approval Apiagyed Atill T Vote!, Mantilat0cires, Contact 0-in-&LIc .... vididal.d . Bv Validated AubmItted PSC Aormonal Anaectond filill � C Revision 202a Mrlek loc. cabs"! Structural C.op-ma. FAo Walden ]CC Evaluation Sas,iba, LLC ICC Eved-don S-F... DIJ0312023 (962) 8aal-805 LUC. 12t2G2922 01=2023 Approl-d Revision 20M Way.,th.— category-- Sirvahl'al Components Rob Seidl ICC Evaluation Service, LLC [an Lothrer. P.E. (253) 024-0476 (%8) ats-3286 02=0211 iom�12020 0210312021 ApprVed Affirmation 2020 Alpha Adurninum, Inc. Category: Penel Walls Jose SiNa Luis R, Lomas Steven M, union, P9 f407) 509-2008 PE-62514 471?) 317-0454 11/11112020 ivIG12020 1112MO20 Approved < 0) Subcategory-. True. Plahear s.e1d.r@mii.o.. (205) 5RO-98M S.boss,trary, Engineered Lumber Compliarinfil Evaluation Reportfirtma RobertGald.0n&7wha a-c"com StibC.I.tictry: WIN alphtca,lnurohc�aho 2'- coal Method: Evaluettlan Report from . Product Evaluation Entity I � Pr.d..t Evsl�.ticin Brulty r I I I I 11 7111, I I - - I I I I I I Cmillimice Method: Evaluation Report from a Florida P"IseradArchitect- 1-wensed Florida ..c- = __j I ,� ?L"r�ltlb Products : I I 11 I - I - 11 I __ - - I I - -1 I-- - I _7 I � I 11 � I I -_ I I - I ��' I � , all Product I I - , FLAM, , ,f I I 1� I - "I I V�' , ,�- , � I I . - 11 � "I � 1� :1 � I 11 � I I I 11� '� r - '�� 1-1 � ,,, 11 ''I I r I , I I I Protessonal Engineer I - I'- I 1 7 1 � I - I - I �' I I -_ I , ; I � -1 < ol A-- Arlorcoad for Use A,proladiforUsa I...t best, Quality Aseltrasot Approved for ties Aoprmd for Use Impact Design FL 91 0,44.0 P rocklicts _1 I I __ - I I I 11 I I - I - I I I � I - I I -1 I 1-1 � I $a. A ProdW Model. Number or Name Predl 10,.erlyticm Conucipt Exurraflem!).4, In HvHZ Otisid. HVHZ R.ew pro-ne Itie"I Prod,( Mo*l. Nuarthrror- Mines Prgilluct 0,.,I,q,n C."tract Elocisafl- Date I, HWZ Outside HVH Resistant Pressure, 01'allty surface Aacrotted for Use Approved fla: gas im"d Deliken _J 1 M18AHS 16 ga. high strength truss connector Plate 1 ?J�IaO24 Yes Y. MIA NA I Nk lie.LVL LitrotetedVariest-L-ber OUIU2023 oswnm No N. Yee Yee NIA WA NIA MIA Sao 4 P�cnj"ct M coal. Number or Me mal linciduct thai,riolict, Cceter-st EmInstion Data In HVHZ 0,tvd, HVHZ R,,IrA,rd Pracaor, 0- 2 M1GSHS 18ga, superhigh strength truss camector plate i2131=24 Yes Yes NA MIA I Per.11- PSL 3 TImbel LSL Parallel Strand Lumber Lamrsted Strand Lumber 0313112023 No Yes N/A VA 1 ,Alpha Aluminum Sold 8amp: VentsdAlumlnum Seffitt Alpha Aluminum Sand &UM: Vented Aluminum Qr=2023 No Yee No N/A . 3 Wit is 16 ge, truse.croact.riplate 1 2i3l=24 Yee y- NfA MIA 4 TJ Rim Board Structural Composite Lumlber or Oriented Strand 03131,2023 No Yee MIA WA CMU Urnip; Wood S.MV CMU &.top: Wood SHEET NO. 4 MT16HS 18 ga, high strength truss connector plate 1213112024 Yes Yee M(A MIA 'Yee Yes MfA MiA board For ecerd 11 5 8 7 MT20HE TLIS. Wris TL26 � MT20 20 as, high sbength truss conmedor plate 12131)2024 16 9., trues con -or plot. 12J310024 20 go. f-s —wet., pl.tee 121314024 Yee Yee ye. Yee MIA MIA N)A MIA 5 Wayerha auser Rim Board oriented St.w Board Rim Board 0313112023 No Yes MIA NIA I I . I March 6, 2023 PA 1.1 I N Florida DepaHmerlt of Business & Pfoiesslonal Regulation Pawl .12 Florida Department of Business & Professional Regulation P.w 1 al Rorida Department of Bueintss & Professional Regulation P.aan d i Roida Department of Budnins & Professional Regulation P.aa 1.11 Building Codes and Standards 811=2 Building Codes and Standards enarn2x Building Codes and Standards en(udns2 Building Codes and Standards ( V Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail �SP1M,na1 Product Approval Application Detail '.5:5'.i�,. }.�v?��Y�,^_v, �c.1�e�P. c,��y.' ^, O }� VJ L � {, �1��,.i .. w'^v ...»: , r 4 .. A. _ ,., .,r* . .`�. - �n"ar.3 ♦ ,. + r_,. .� �".' -..'. _ .. :. G^r`8:t,. :.. h-.�3.n:.w ax�xe, e£nsn� l�,z„ _ .w� ua win. ., .e,. `- O L 996 Q$�� eRn.htl.h er'. bft♦ Del, Panda I)*.g Date whPsndnp Dobe td!E Entlha. �. Doh Peudnn a SidltEl. CnhNa PIIF! .41Q! W ?lam WmWn Menu4aluror anted EnHpeeritiaaa 71slWvtad er 11 : bmitbd FBcAporw+J apQw �d Sobs Trick wKb- earned Enninaarl,.Lipnea Valldadtl 9r VrO down Bobanitto FBCAabravN Appkwtld 9aiaR tyrg4i Wraian MamrdotuNr �o� innieaar8, lieenaa WliAxbld By 14111141 aubMtbd FRO AOorCnnN AeeMwtl sbace 7�s 1Mrslan 111anu4duror COOled anWngrL lJgrya Vark4tW By YaBd.ted pw,muaa R ggn� � AMmatlon 2MB Peke ppryorod" Cateery. Wkndows Joe Hayden Band) Wlndowar4Door James L 19uckner;.P_E.� (IMMA020 Robmaoo ManUtdotnerAasoclatlon CBUCH Englneedrg 0711412020 0rAW020 APPIwad Aflrmathn 2020 Pabwrpwadorl Clipa Joe Hayden$anon WlndowandDow T.E. Win, PE, LLG Robmeim ManuNoOnerAssalatlon (501)625$455 OT11412020 0711412020 Oi17212020 Approvd Affirmation 2D2U Pella.CotporMlon cown4er•Wlndowe Joe HaydenenMl Window and Door James L Buckner, P_E `� Robktton ManUtaoOaerAssoolkelon CRUCI(Englneedlg 0711412020 OT11412020 Dr12C12020 Approved Aflrmadon 2020 Polls0DpMWrI oabeay. wrido" Joe Hayden ardl wanenSCbaefer 7.E Winn; PE, LLG 07t142020 071142020 07 010`'�Approted Robinson PE-N195 (561)825-0458 .� (�7� }a ,^ anbes"m: 8hgh Hung p41)CHwa8 ��rr-1Mndows AIAc t;galP Birds Hung (541)621.8= Sall"Warp Fuad (641}s21�eM (1181)481as77 aaw"ay. Fbsd (641)021-am �.! Oonpffo ea Machold: Certification Mark or 1-139M (a81)4g1-ea27 peeerxoduotappmcal®pa riwnpUlaw Medal: Certls�lon Morkw Usting pelaw*clutlApPrwag" conplia'40 LUOK*. CBn(I wow Mark a ustMg Pel CampOanoe Walnod: EYaluakorl Report Roma pdleproduowppm-ope O (((��'''�� _v, ' ; '^ V J Ile.wm IIe.tOm Ilaaom .. 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Prange PmMegra +2tV-25 P W I Or ih3� routed ale.Nunhr4 Nome fiaNtrApu7rta Aooraraarar Use Mprowdfr Uaa Im , +� r i in I PpdaMdaWdmipn Controak lixo rdhn dab Ouhda HYHZ m �- QLL 2 9 : ath anrrlee 61mob No Vey M1ki 2 Pg10 i0gB(Ia�n�es Single Wlndpr y . pact, .. 54':80'Vinyl Na�Impad aingla Hung Wlydor 072024 No Yes Ili +4UI.4U 2 Serleo l(YZO Vlryreapd uendpw:(1pg'x84') rR71812022 NO Yes NO +2gl�TA 1 iCBerles FlangeFsratl. 108er1ea tY1'Flanga Flxetl Window 06/2572031 Yes Yea GNo Forlormarge 1020 Hugh Porfdrmena Sln9le Hung Hung NrM.HMpf+erbmxn®81npb Hurls Twln OUI2tl2d7T +e01-a0 a Opries Single Hung PJM IV HUM Windw 84'xe3' Vktyl Non•mpad OTf0612022 No Yes No +50}.50 a Baas 1C20 Virryl Fbetl Window (tm'x80'} 0if15r2022 NO Vas NO +I$g1-erg S�� 1�Y �` �•�f \{J O +- 3 SabeiWillfigh Hurl; Composite x88.1rn Vinyl Single Hw%7nple Oompps1:a(iIW.72'.) No Yes Na +4&-40 4 SarMa Single P* AOSirles single Hung Window Single Hung Winloui 4Wx7a' Vinyl NoMmpeat Single Hung Wlf4pw 0110g/M No Yin N7 INAW 081152CY27 4 $arras'[wo8Ugie HUng Vhryi Single HUN TnPa CagxOl figa'x'.it-71 Oaf2'N2w No Yea NO +g&-05 5 P@N 40 earlee Shale HUM WBndow 367.x Or Mehl Non-Impad eegb HUM Window iei2�9 No Yea No 'w.:8e 'FlaBse/.R18Prerlaem : :. .. :.. O 5 ComPAlre(96.Wx No van +3Fjfi38 B P" 10egHee ghats HUng Window 3Cx77 Vinyl?JwWmpad Sahara Nuts Wlneaw 0710af2022 No Yes ND d �"f •♦/1 swim 1M20 Strain Hura VOM singleHung Twin MV11 OW13r2927 ND 7 IW172023 No Yee Na + 00 OwelorAruraW6 Aaarovad trued Awmod For We Imn.ei ifayyl g ;� � 02 /11 L � ('3^) L S T Bed" 10120 Shale HUng Vrngr swain Hung 7wn Compos1t0VR"x6ab') 08119t2027 No Ym No +36k3S P0410 Mites single Hung Window, 52.178'x W'Vkyl Non-Impot Strain Hung Wmdcw Mull Pmdad Mptld. Mrmbr erNaroa [ieduetd.eedatlan CertnakFseiralbnDw rk lnR17 Oubida HVH2 IWaawtnf r!% � � �' vJ f� Q a wee 1=01 Bungle HUng Series1W2081rsile Hup MrVASirate Hung Indpls CorngCMIN(10V x_%5y MIK027 Vm048igle HUng Wk4dw(48"x72") DWIMIC127 No No Yes Yee No +V*36 No +3151= ��-,r FLime86I•RS Pmk±Ale - . . , .. .. 1. Sans 102o Vinyl naek wndow.fgD'x7d'} OT(ib/2024 24 No Yes No +2&-25 fY ,,,.' G >� � -F vJ �! 4V �� +•e B Setl4s i0091rgIe HUtg Virryl$h!gie.HUng Wlm4oe (46'x1 -112') 06179Y2027 No VW Mo. +351.95 -. - - Abannewifor s, Apg (mass am" 2 3 Zones 1we Sidles 10120 Vimm r1 IIWdAkndM (108' x64y 171= Vinyl FIwdd window, My x iii OrM0014 No No Yea Yes NO Np. +25625 +8W 9d: ,� . � s -� ♦ 4J Q 10 Serum 1020SINte HUN vinyl 6lngie.Hung Window jar x 9g-Vl), 06fi612027 No yes Nu 3G136 A1a.E Pa" laurel, Nunbir at Nana @+,gyualMeaddirt Came K6xpirdbn Dab 1n NVHt Outaw6HYNL Reelobot Pnsaurer 47 .� 11 12 Series 102081q* Hung Senea1026 shale Hura vir04 Slrgie HUN Window(49' x Sr) 03f1712027 V! Sirgb Hung Wlndcw(3a'x72') 061182027 No No Yes. Yes No +3" N7 +g6f-ytG 1 PetalsS:rlea Single Hung Winner 36'xWVinyl Non•Impod6lraa HugW�ow g822=3 No Yaa' No AW410 � y � y 13 14 Series 10r20 81NO. Hung Senm10120SIigleHutg vir011 Binigle Hung TWIM Compoaft (72-X II ry 00=0027 14ry49trgleHungTWntbmpoalN(88.5'x53.b' 06)21/202T No Vie yes Yea 4) +35tw W +3&35 Y a Pella 10 Stirlen Single HUng Window Pinta is Single HUng Wfindov a4-xa0' Vinid winimpoot 8ingle Nuns Widow 0IX0B12023 54' x63' Vmyr Non-mp id6ingle Hu WhdM 05ms 023 No No Y. Yes A6 +48,49 No +adts0 40 1: 7 cot A 18 16 Serles10MSIpleHUtg VinylSkgleHUNT.AnGomPoarta(72'.7T2•) W777Y1027 No Yq Yes w +y,46 4 6 Pero'l0 Su a Hued Window Pe�61086rfes single Hung Window 38'xST Vinyl Norrdmpeot Singte Hung Whim 0002=3 52.118'x�"Wryd Non -Impact 9tr+gle HUngWtr4ow 10f172C29 No No Yes Ym No: +66,65 au +t101-W p' •a .� i 1:2- Srxlea 11y2{I airgb Hung Nrryl Strain HUN Twln aa(72' x 72') O0KIM121 Lung No 17 Sevres 1MA single MUrg VImp4 Hxed With Single Hung Flankera (10CxT2') 10W812021 Fl No Yes No 13wao N. O :° :F11i1120i.R18Ptdlania ':. v O- c,.. ,: t3 0-R.Aneeof2rs Apamesdre LN, Aw-Adlv.Yas low grass r Pradum. Ma1.I, Nunbrof Name PraearlMeedotien. C60mat6xnimti dnth in HVHt QUI iN16 HWNZ Raaiannt Press, 1 150 Series orThermaelar or Encompass crAvarid High Performance Bungle Hung 1pnyl High Peelormanos Single Hung(4r x72-) 0911702027 No Yee N. 'Bak 0 2 lag Borten orThormaataror Encompass wAYsntl High Vinyl Hpl Peformance Single Hung Tvin 0612112027 No Yee No +801-60, Perarmarlae"Ie, Hung Coepv9lb (72• x 86.112') $ 150 Saves orThennaeUrat Encompass orAvwtl Sago Vinyl Single HUN T110004mpoeea(1097x72) wisa1g7 No Yes No, +40140 Hug 4 1W Series orThermasher or Encompass aAvwd Single VW 8Ingle Hung Triple Composite (109'xS&W) 0mmo27 No Yw NO +3" Hlrg Florida DeparhnerR of Business & Professional Regulation Pape 1 d f Ronda Department of Busine9S & Professional Regulation Pace I din Florida Department of Business & Pfulee atonal Regulation P.ea1 d 2 Building Codes and Standards anor2o2x Building Codes arld Standards gH 2 Building Codes and Staridard$ enasoa2 Product Approval Applicebonn Detail Product Approval Application Detail Product Approval Application Detail � : max sue, - . � W10400, a. .. P - ... ti • .. .:. _ _ ,� .. �,�� ,• �. ,::..�. ��3#.,� � �`�� .._. .fix � :w,.kse �.,_. -. .. '�,_ e ,�. _ rc a .-,. , .- :' ;;.- , ,, . r. - � -��.e �z -ter •.. w� a x � t'��....._ -x. �,._.4 _ � §r,--7 �4 996 EMNI.- g. g Dabikralle Dft oral 00bf4r io Oak Dah Ponifnn Gabs CC d. enlinvor. Dan, 00 Dab MMne Cie* Tr VrmWn Mensbdumr Camaat analaww' ,uds WIWI VaR00110 auwiftod FBCAeroral A wwad B"A" Do vamw 11Anosaaturar r"ol"wr&Liaanea VAl�der Iwiawd $ubnu Vt sd FBCAlamval AneraVatl riflill! Wfti*a Ngimbotumr cowto Rholftne 46 lJonnaa Valkiftm wooplao sphrriets FaCAd&w8l Approrw out" Allrmdlon 211M Palle Corporation Joe Hayden Sandi WlmdowanciDoor James L Buckner,. P E, a 0711412020 0711*2029 OT12012020 Approvd Aafmalon 20M Poke Corporation Joe Hgden:Send WO-W.Stlreeter,P.E. T.E. Winn, PE, LLG 07t14=2O 071n412020 -074IM1020 Approtgtl A*IrmatWn 2020 Pella C4WPQFOWM Joe Hayden amill WlndowaWDcor James L Buckner,. P.E. OTn4r2020. 0171412020 CIV2012020 Appmred Cate94ry<VAndows Robinson ManufaaWmrAssockcion CRUCKENIneeing Calgary. Wildows Robinson PE-44185 (561)62884195 consorts Exlerbr Doors Robeson Mwu* WlorA$SwtOlen CBUGHEnglneedng 8ub6dpay, Hwtwntd SlWer (641)621-MM 1581)4914180' NobCalagary: HatrentalBlow (Pf41)821.5= ROCabaary. Siding EdanarDORAaasmbfee M41)111-6196(551)481-MU ""Homo Method: Certlepalon Marker hating pekeproct4kwM aGne, Comoro mar Mrlhod: Evaluallan Repodfmma Cahpgaw Mdhrd: CartMallon Mark., Usting Pafiepodrrp:ePPraYal®pe - Its.- Sorkin RegtsceredAmnlreGore Licensed fipntla IkLoom Ile-oom :"11at.N7 . :.. P hdueta Probeeionel E ainear - " F1d211a84t12 pg 'ram( iy�pry� Aenawed For us. Aae • For use Fult2si�RaPmaaph ,: AaoravM for ua. 88g41A lm®Mt ➢echo Alli,E PPrglnua Mach[ Number a, Name Poodetbaedetian CnrtraetExdmtinn Mee in NVH2 0.1swe HVHZ Begins, 0"".m 4laelitrAsarerw ApMtrvAd for Use Aporavod For Use IIm Civilian fg,Q :Prodyet Mod L Nunbarar Name pkdmod_sadatiao ,Cseamet FSrdlrAtlon Dow In NVHt gy(pr Mn HVIR jig( PhilBgq) 1 aeries 100 SWIM]] Window Vinyl 5iking VVIndow COX w10, M117 xW 031271202e No. Yee No +301L30 an$ : Pmded Medal Munbr or Nerea. PNfduetdoearlellan Catraek6ralrNbn Dab ki NYHi OutoMs:HVIN iNSlem POgym 1 -Seim 1N20125 ending Gives Ddpr M"24Pbnel Ur SIIdIrq Glan Door(g6' xW) i1(3J120g1 No Yes No +26r.25 2 Bad- 1OV20 SIIdIng Wind" Vinyl Sliding Window, PX of No. 73412•x 361) 052a202a No Yes N7 +3(11.l76 1 aw"100114INWndae Series 10Vlnyl Flanged 811ding Windom 0&26F2t131 No Yes NO NIA 2 Series 1N20126SHINOnc; Door Vinyl $[rate.Panpl reed •O'Dow(Skiettl34-1&16• D5292022 No Yes ale +3ac39 a 4 Soles I= alleng YVIrd aw Wei 1=0 SUN Window Vinyl BUN Window (1(C%, 10rx50') SW72024 Vinyl SkkgWindow (X00l4108'x36ry No No Yea Yes Via +30yy0 Rio +3%.35 a 4 eanes10120clS Ming Olen Dow Seim iM2028 a41ngGIms Doer x 81.1w) Wry124W*'Or Mine Ola9s:Doer " x 82'} 10l052(121 VMy4 SlNin Panel Fboall1 •Door(Skink 47-172•x 032SQ1322 No No. Yee Yea Np M. +3&as +25kill g6.112') - 01uaiifrApurernva Anrored for Use Aperovw Me Uaa Imam drier 8-10 Pradad Nadel. elumbee ofNenw Prednataaaaddlm Gagged Eeevdhn Doh in.HUHi 0,I HVHZ I4aidanl. eflow 1 :Sense. 150 or Enowposs orAvant9bating glass Door 'AW2-Patal'Or 811dlnp Glass :Door (e5:.7F2' x 13V242a31 No Yew No +25u25 - %5-112') 2 Swimd80 or Ernamposs rpwntl&IdIN Ohm Door Vn04'Single : Panel FIced 'O' III (8ldeille,35-7rFx 02062032 NO Yes me +41XA40 81412-) a Bad- 130 or Eneempvea rAvantslMkg Glen, Ow %bey! 24aral'Or SiWhg Gana floor (72x 62'} OBN&2022 No Yes NO +35r36 4 ,Ber(ea lac or Encompass orAwm1514hgGIM Door VarN.single Pend Fhed'O'Dw(SWe11t 47-1rex wilvZ082 No Yee N. +251-25 8&172ry fii�4g3tt4e�awaa Quality AabrteY Droved For Van Anpnrea for (fn. banned 200 ■ate Pro" Yndd. Number a, New Poefurt Mawdim Coetmd FA,Indkn Doh In.HVHZ f]uYida HVNZ Melwrii Pdda9B@ 1 'Series 180orEnawpossorAYantlSlldINOleasDoor Vinyl 2fWnel'OKSkIrg(ieaef00r(0112'x: UN2412031 Na Yes NO +2&125 s9412') 2 Serbs 180 or Enc mpess rAms" 811mrg Glass Door VIm4 Strain Panel Flred'O" Door(Sklolk, 38.1Wx D21162032 No Yes nil +40F40 a swim ISO or F_rreomPw MAvany Blldlrg.(Nass Door Vmgf24anel lox, siding Coss Doer(77 x ar) 004=2 No Yes ail +36i35 4 Bad- 1W r Encompme rMarldSlkeft ghee Door Vinyl Single Pamal Fixed M'D-(SWPAu47AW. 021'1040212 No Yea He +260-26 95-11" W Z CC O L 0L O Su. U O L Q 0- U) �J t� U m Q n O L w� LL. Q z� z Q J SHEET NO. March 6, 2023 PA 1 ■ i O c-� Simpson Strong -Tie 203D FBC Approved Products updated'tzrsat2a2o S P Products Simpson Strong -Tie 2020 FBC Approved rodu Updated tZraor2u2o � Strong -Tie Simpson 2024 FBC Approved Products Updated izr3orzazo p . � Simpson Strong -Tie 2420 FBC Approved Products Updated t2r�orzt� p For direct links to all SST approvals Acted below, CLICK HERE - For direct finks to all SST approvals listed below, CLICK HERE. �, , .. For direct Auks to all 55T approvals listed below; CLICK HERE. For direct Inks to all SST approvals Acted below, CLICK HERE .'� � for addrtbH81 Information regarding Florida's Statewide Product. royal System and Ndaml-Dade Count Notice of.Acce lance 040A). CLICK HERE. •For additional information regarding Florida's Statewide Product royal System and NBarN-Dade County Notice of Acce tance(NO ,SLICK HERE. a For.additional information regarding Flaida's Statewide Product A royal rem and Miarra-DadeCoun Notice of Acre lance FJO .CLICK HER. � F I i r _ N N U N O� -� a)O �- O L cu V 0 O Q� O O L.t_ CCf O r O > .� Cell E O O U O +� Q (� 4- M Q ''^^ .� vJ Q W r� V z _ O �� O U O L� �11 'W'h V/��! �V U m n� 1..� L� O Lll Z W z -I Z Q J SHEET NO. PA 1.3 CD _ Approval y p i Approval P N pp .Sys _ County p ( A) a atldrtlona information egarding Flalda's Statewide Product Approval System and Mlann•Dade County Notice (D -SDS, HUC0310-SDS Joist Hangar 22 SSP, DSP, TSP Stud Plate Ties stainless seal, of with countersunk (3) U) -Fa (3) > c- MIAMF MIAM-DADECOUNTY T%Q]D1TCT1CM=0L SECT10--; PCT Industties, lor. PGT Ladustriesjuc. oil ;�_A 2 -o PGTbdtis�!M 0 2 NOTICE01F ACCIEPTANCE:Y-A ESITH-WrTED. NOTICEOF,ACCE PTAINCE: EVIDENCE SUBSUITED CD -0 DrPARTMMTO-F,FXCVtATORYAN�DtCO--VOMC RKSOtMCESPLER) 3317-5-:2474 BOARD A2W CODE, ADAMUSTRATIONDrVMON FC77W),315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBARITED Cj Cn -NOTICE, OF ACCE PT A_NN CE (NL'OA) www-u"Mal"Craviemony 1. Evidence, s0mitted under previous-N70-4 D. QU ALITY ASSIT&A-N-CE Co - CZ Cn A� DR-A"T- iTGS B. TESTS (continued) L Miami DadeDepartmentafRegulatory2nd Economic Rrs=ces(!.ER)_ (D 0 0 0 PGT Industries, Ne. 1070 Technola&Fy Drive, I - Manufacturer's, die draTarings and sections. 5. Testreporton 1) Air Infdtfation Test, per FBC, TAS 202-94 03 = L_ 0 CD 0 North Venicv. FL 34175 (Submifted tinder 11-018Z #4) 2) Unifow Static Air Pressure Test- per FBC, TAS 202-94 E. _NLkTER_LAL CERTMCATIONS LL. SCOPE: 2- Drimring-No. 30-5570.0. titled --Vinyd Sliding Glass Door NOA (LM7, shmts 1 3) Water Resistance Test, per FBC, TAS 202-A - L Notice ofAcceptaiaceNc_ 15-035,28.14 issued to Vision F_xtrusibn Limited for eir .0 1 0 4- 0 This NOA is beingissueduader the.applicable rulesandreg6lations.goveming the useoftonstructionmaterials. The through 21 of 2 1: prepared by manufwturer, dated 10,05/15, with XVISion A dated 4) Large Missik Impact Test per FBC. TAS 20 1-94 jr -NNTW* Rigid PVC Exterior Extrusions for Windows and Doors7,1 dated fit M 0 > E 2 dommeatatio-a.%ubmittedLhwbftfire,�,iewed and accepW�bkMami-Nde County]ZER-FtoductCoutrdl Section to "05/17, signed and sealed by A. Lymn Miller, P X. 5) Cyclic Wind Presmare Loadingper FBC, TAS 203-94 ff-pi-ing on 09,130/19, - .5; C> Cn (D be used in XiaixiDa&Comty and otherarew wbere allmedbythe 0) ForceO Entry Tes(_per F BIC, TAS 2021-94 2, Notice of Acceptance'No. 16-0920,08 kwed to Vision Eitnuwa Limited for 'VE 'n 0 M F CU 4- This NOA shallaottevaN afterthe expi��ondate statedbelmr-The bdiami-DadeCountyProduct ContrdSection 19. TESTS along withmarked-up &-awings, and installation diagram oftanyl- sliding glass door, prepared 1000 Tan 202 and lighter fXon-M`hite) Rigid P%,7C'FxteAor Exint for to S� 0 Shades Ll f�r U) < (In Nfianul)ade County) an&ortheAW (in areasodiff than.MimmDade County),reserve the right to have this, L Test report on 1) Unifom Static Air Pressus-e Test, per FBC,'1AS 2022-4 by Feaf $ftatioa TeSlMg Lab_ Inc TeSt-Repoft NOL FTL 8549, dated 1 LUdq5, signed and Wmdows and Doors'".'dated 12,04 6, expiring on. 11-29/2 L -- product or material testedf6rquality assurancepurposes- If this product oz- mataial faih-tope�dbmln the accepted 2) Large M�ss& hWwt Test FBC_ TAS 201-194 per sealed b, Idahnis Oitega, P. E, (Iest Teport revised on 1.2104115 and 02,111116) y rt 3. Notice of Acceptance No. 15-01529.15 issued to Vision Eiaru&ion Litnited for their �w ti�a=er,&enimunfgctun�rwiffineurtheeXpengeL ofsuchte:�dngandtheART=a 3) Cyclic Wind PressureLoading per FBC, T-AS 203 04 6- Test report on 1) Air Infiltration. Test, per FBC_ TAS 202-94 I . f "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrus, S for 6 C�- - suspend the. us,- of such product or material WithlflL their jUr'5&CtQU. RER reseivesi the ri&t to revok� this along with m2rked-up drawings and installation. diagram of vmyl Sliding glass door prepared 2) Unifonn Static Air Pressure Test- per FBC_ TAS 292-94 Windows and Doors,". dated 08113!15, expittg on 09130(19- 1 0! acceptance- if it is deteimined byMiami-Dade Conutf Pmduct Control Section that this product c�m2wrlal fails to '15 ped by Fenestration Testing lab, Inc.7 Test Rrport No_FTL 8717,dated 12J'UT' A and 3) W;aterResistawe Test, per FBC, TAS 202-94. 4- Notice of Acceptance No- 16-071.2.02 i&swd to ENERGI Fenestration Solutions USA, Meet the reqrtAx-ements of the applicable building code- Tkit-,�prod=tisapprave4asde.wribedheze.in-4ndhas been des ed to comply widL. the Fl6ridaBuilding Code- segedbyldahnisOrtegiP-E-(Te&tRyW.rmi�edonO2ll5i'16auidG2,24�,'16) 4) Large Missile Impact Test perIFBC, TAS '101-94 Inc. for their "TAIN S640 and Lighter Shades (Non -White) Rigid PVC Exterior including the lb-41 VekK-Ay RUnkaneZAMML 1 Test report on 1) A-ir Infiltratim Test, per FBC. TAS 202-94 5) C yclic Wind Premme Loading perFBC_TX -94 'S 203 Extrusions for W on 04 indows and Doors" dated 0911546- expiring 02� t7l. DF_scRnmo,_N-: series. -mv!770 11 Vinyl Sbding Glass Poor (R�Aafsrredl w4o,90R 1W cor-ners-LIVI. 2) Unifom Static Air Pressure Test- per FBC, TAS 202-94 akmg unth marked up drawings and installation diagram of vinyl sliding glass door- prepared 5. Notice of Acceptance, No- 1"712.04- issued to ENERiGI Fenestra6m Solutions USX "Bronze _VC1xt AWROVAL DO C LIM-NiM Drawing No. NM-;, 570 .0 Re v B_ titled "Vic�4 Sliding Glas s Door N 0 A (139 % sheet 3) Water Resistance Test, per IFBC. TAS 20-94- 5 igne and by Fenestration Testing Lab- Inc-, Test Report No IFTL 9552, dat-ed-12/04115- s d Inc, for their and Lighter Shades of Cap C oated Rigid P etior patredt� I through of 2 1, pro ymannfacturer� dated ][Mvi 5and lagt revised on 02/01-LI l, andseakedb�y 4) Large 14issile,lmpaa Test per nC.. TAS2,01-94 seaW by Idalmis Ortega, R E_ (rest iepoft revised on 0211 _S2016) Extrusions fDr Yd mdows and Dooim" dated W/I 5'IL6- on 0411600. expumg L21 A- Lynn. Miller P.E.,,LbeaTinV,&e Miam�_E�ade C'G=tV-Froduct Control ReVigion�stainpwith the'14oti� of 5) Cyclic Wind Pressure Loadiagper FBC, TAS 203-94 7, Test report on 1) Unifonn Static Air Passure Tegt...,perFBC, TAS202-914 6. Notice of Acceptance No- 1"712.03 issued to ETZMMmestration Sokitiorks USA, "White I Acceptancenumber and expiration date bythe Manii-Dade County Frodact Control. Section. 6) Forced Entry Test- per FBRP � TAS� 202-94 '1) Large Nfissile Impact Testper FBC, TAS, 20144 Inc� fix, their Rigid PVC Exterior Extrasions far'fflmdews and Doors" dated SSME LUFACT RATLN LarW and SmallAfi%sile Impact Resua ot alol3g withniarlmd-up drawings and in�tion diagrain of k*1 Sliding glass door, prepared 3) Cyclic Wind Pwsaw Loadingper FBC, TAS 293-94 09,110117, expir� on 0129n 8- by Fm!stratian Testing Lab- Inc- Test Rrport-No- Fn "_ dated 1 W611 5� signed and along witlinmked-up drawings and installation diagram of vinyl sliding glass door, prepared 7- Test reports No(s). 104W2492(A), 10-O&M052 T 53575-3-09, perAS-MIE-84, Limitations: I . See table I (sheet 7) =-A table 2 (-sheet g) for applicable SGD unit sizes, design pressures- reinl[breements types, sealed by Idalmis Ortegx R E-.(Test report revised on OVW16 and by Fenestration Testing Lab- Inc. Test Rqxnt No. FTL 6639 (samples A-1 thru A-22), dated ASTAM 1929 and ASTNID-635- Bsued by EXOVA toVisim Exinision for cellulosic gUss, types, sill riser(see tablesE-1 & B-2,sheem 7-9) and �anchorlayout sheets requirements in 11 thru 16. 3, Test teport on 1) Air Infiltration Test, per FBC, TAS 202-94 11119110- signed and sealed by Jorge A- Canso, P. E_ (Sn6wfikd under INTO-4 Ala. 11- c0mlmsite malerial- I Rigid White FVC, Tim (bton--white) RigidYVC =413rovvu coated (P=wd or laminated) white RWdP'vC to be 2) Unforra Static Air Ptes=re Testr per FBC, TAS 1-02-94 91#7 0-4) (Submiffed underIVO-4 No. 11-0107 04) labeked per refteacedNOA t s requiferneW& 3) Water Resist=pe Test- per FBC, TAS, 2021,04 8 Test rqmft on 1) Air Infiltration Test i per FBC, TAS NP-404 8- Notice ofAcceptance NO. 14-0916.11 i&wd to Kuraray America., Inc. for their 3. Egress operab le docn must comply with min clear width or hei2ht per FBC requirement,as applicable- 4) Large Missile Imp2a Test per FBC.. TAS 201-94 2) Uniform-Statit -Air Pressure Test, per FBC, TAS 202-94 SmtryGlast (Clear and %Ite) Interlaver". expiring on 07104/18. 4. Pocket walls under separate approval. to be rerwieviedby building official 5) Cyck Wind Presme Loading per FBC_ TAS 203-94 3) Water Resistance Test, per FBC, TAS.202-94. 'Notice ofAcceptance No- 16-1IM01 issued to Kurm;kyAruerica, 9. Inc - fortheir L.oEuN.G. Each unit shall beat a pennaient label,with the, nuumfactureer. name or lol city'stateandseriesaM 6) Formd Entry Test, per FBC, TAJS 202-94 4) LaW Nlissile InWrt Test per'FBC, TAS 201-94 "'Tiosifolg- T-11mackar. Clear and Color nB Interlayerf, expiring on 07/08,49. following state_�. "NEarni-Daide Cmwly noj�edLhffei L , along, withmarkmd-up &^mp and. installatioa dWarn of mayl sliding glass door, prepared 5) Cyclic'Wind Pressure Loadiugper:FBC..'TAS 203-94 R1`S-,EW,.4LL crf thisNOA shall be considered after a reneust aWlication has beenfiledand, thefe has beemno 'by Fmestratica Testing Lab, Inc., Test Rrport No- FTL &A47.. da ted 1-7,104115, signed and 6) Forced Entry Te4 per FBC,, TAS -XV2-94 3E. STATEINMINTS change in the applimWe building codeneya�vely allecting the performance of thi's, producL Sealed by-1dabhis. Ortega, P. E., (Iest,reportl reviwd on 02A 5�16) along with niarkxd-u p drawings and installation diagram of viayl sliding glass door, prepared 1, Statement letter of confonnance with FBC--;Ih Edition (201Qand FBC-6*Edition TER_A,M-AU0Nofthis NOAwill. occur after the expiration dateor if thejehasbeen a im the 4- Test report on 1) Air-Infiltratim Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc-, Test Report No- FTL 6337 (sarpples.A- 1 thru A-5). dated (2017� issued by nmufacturer, dated 094V17, signed & sealed by Lynn TvfilkT, P�E_ materials. use. au&or mamffacture ofthe product orprocess. INEmw ofthisNIOA asanendonement ofagyproduct, 2) Undmm Static Air Piessure Test- per FBC_ TAS 202-94 11D&110� signed and sealed by Jorge A- Cam, P. E_ (Submined under.NVA No. 11- 2- Statement letter of no financial interest, dated 04,11 8i 17- k&wd by manufacturer, - signed for sales,'advertising or any otherpuWes shall autematic aky termina* this NOA. Failure tG compkYwIth any 3) Water Resistance Test, per FB C. TAS 2 02-94 010 Z 6-P), sealed by Lynn Miller. P.E_ section of this NOLhallbe cause forternination andrem-ol ofNOA� 4) Large Mss*.Impad Tat per FBC, TAS 201-04 3. Lttterof lab compliance, part of the above test rqxos. ADVE-RTISE-MENT. The NOAnumber preceded by the Arords Tylianu-Dade County- Florida- and follm-ed by the 5) Cyclic Wind Pressure Loading M FBC, TAS 2203-94 C. CALCLILATIONS 4� RER-Test Proposal No. 17--0387- dated 05i,05�17. s*ed bylshaq CItanda, P_E_ expizatidn date may bedLVtaywedin advwtising literature.. If anypodden of the NOA Is dispWyed. then it A a 11 be 6) Forced Eutry TesL per FBC, TAS 202-94 Anchor verification. cakulatiow.and'structural anatysis, complying 1 withFBC-21014, done in its entirety. tong with marked -up dra,%rings and installation diagram,of vinyl sliding glass, d=- prepamd prep" by PGT dated 12,t9!115azd last rrvued on,0111 5,116- sigued'and-se2led by G. OTHER IN SPE, CTI 0-N. A cc py -of this entire -NOAshaU be provitled to the user byte ift disufttors and by Ff nesft;tfion Testing Ubz Inc_ Test Report No. FTLS 54t dated I 2X4115, signed and Aff&=yL Miller, RE. Yt&&_dgn-d, 0AN0.15-1111061). 1 . Notice of Acceptance No. issued to PGT.Industriem for tber Series t shall be, available fix inspectiod'at thejob site a the reRvestofthelluilding, official. sealed by Idabm, Ortega, R E, (Test, re�MIevised.:m-GlA+46 avid 021'1111�6), 2, Glazing complies with ASTME-1300-0- -557,D)2770" VinylSiding Glan Door �Reinfotved) - L. ff- 04/14,QI_ virmg on ThisNOA revises -NNOA424-0419.05 aadtonsi�sv�of thispage, I and evidencepapt E-1- E2-� E-1 E4, E-5 & F,6 as well asapproval docmmmat mentioned &ow_ The stbmitted doc=enlatioa was,miewed by Ishaq L Cban4 PY-. Ishaq L CIanda, PX. Ishaq 1. Chauda. Pl� Lshaq I chanda, PX., Product Control r-mit SuperTisor Product Control rnit Summsor product Control Unit sup"Tiser 4NOA No. 21-02.05.§3 XQ NO. 1 kl - -OZ46.1W 1 -0 Z GS.0 IN 0A IN -04.05 -6.11 -.03 AMMM4 RbMwAk 9 t 'ExpiratiouDatei Aprill4j.!026 ExpirationDaft., Aprff14,2§L2;6 Expiration %te- April 14.21326 Expfration Date. -Apri114,2026 111arch Approval Dnfe-Alarch Z-5, -021 Approral Rat*: 111arch IS, 102 1 A"roval Date-. X-Earch 1-5, 202 1 _Approrall)ate: 25,2021 Pag* I 14 E-2 PGT Indusnim lik. CGI Window-, and Doors, Inc. FGTIndustries�hic. N OTICE Of AC C EPTAIN-CE: E V1 D E.NC E SUI B V_ IT TED N-OTICE OF _ACCEPTANCE. EVIDENCE SLTBMITTED NOTICE OF ACCEPTANCE: EVIDEINCIELSUBA111 FM-D 2. Evidence Submitted under pre-tious,submittal. E. 2&4,TERLAL CIERTIEFICATIONS (Continue) 3. New Evideuce'Sub mitted 5. QuanexPart Suner SuaceirStandard complying with. AST11 C512 Thermal Conductivity A. DRAMTSTGS &&&I BTU -in/ br.-W-F, ASTM F 1'_24Q_VXMPass. ASIM D3995 Ckxygen�-Pam AS'IM E 711, `GS A. DRAV N 1. Drawing No. IUD-5570.0 Rev-B, titled -Vinyl Sliding Glass ENW NOA sheds �N70 '�NF �fjqq. 0 5) vii _4.. 0. 1", 2190 I.G,_ Durability -No Fog -Pass. (Sirbtniffed tinder pr vus --Vinyl Shding Glass Door NOA (LW, sheds I L Drawing No- 10,551. 0.0 Rev B, titled I through 2, 1 of 2 1 � prepared by naanufacturer. dated I OM511 5 and last revised on through 21 of 2 1, pmpmed ky manufacturer, d ated I O�O 5,11.5 and last revised on 02 10 1 �2 1 04,122n20, s*rd and sealed by A- Lym Miller,. P.E_ 6. Quanek Part � Duraseal couplying with ASTM C51 S. Thennal Conducth* 2.22 BTU-= signed and sealed ky A- Lynn Miller, RE. U) hr4t;-`F, AST-M F 1249 ANrIR-Pass- ASIM D 1434 AfgonTen.neance-Pass, ASIM E Note: This revision consists replacement of same emsting installation screw with flat head.. B. TESTS 2199 I.G_ Dumbility-No Fog, ASTM_ E 546 Dew Point De%T_kpmmt -2&T in 48 his- 1. Test reports on: 1) Air Infilh�ation_ Test, per FB C.. TAS 202-94 (Stibviiuedunder.'.%7'0--tiVo. 1"4-69.05)� (D 2) UnffofM Stat'CAirPrC3&We TeSt, Loadingper FBC_ TAS -102-94 7- Vmm Ext=umis_ Ltd. Parts complying with FVC-AAMA 303-13, Voluatary Spmficatton B. TESTS 3) Water Resistance. Test- per FBC, TAS 202-94 for Rigid Pojy%inyl Chloride (PVQ Exterior Profiles for Vision Ext�� Ltd.-VEX-l. by 1. None-, 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA Fenestration Eiftnar Profile Certification Progrmu- (SuhmhYed under NOA No. .15- C. CALCULATIONNS, 5) Cyclic Wind Pixessure lmdingper FBC, TAS 203-94 04 69. 05) I L. None,-- aloug'Arith marked -up dmriags aid installation diammuaf all PGTlhdnstrim Inc. 8- Vision Extrusiow, Ltd. Parts complying with T`VC-,kANLk 303 -13- -4 repwsmtativrurifts listed below and tested to qualify Dowsfi'791 anA Dowiff 983 silicones, (Subm&ed under,NOAX9.15-4469.95) (D p L fepared by Fenestration. Testing Laboratory. Inc., Test Reports; No.: 9.. PVC-AAMA 303-13, Voluntary Specification for Rigid Pobrvinyl Chloride (PVC) Dderior D. QITALITY XSStTRMNCE FTL-7897 PGT PAT5520 PVC Fixed Window (unit 6 in proposal), dated 09,103114 Proffles for Vision Extrusions, Ltd-:-VEX-1 by AAMA Fmestration Exterior Profile 1. N-liami-Dade Department of Rrgulat(my. and Economic Resourom (REX), U) YTL-20-21LO7.1. PGTSGD780 Alumimm�Sliding Glass Door (unit 7 in proposal) FTL-20- Cer tiflication PfogranL 2107.2, PGT CA740 Alum- Outswing Cmement Wmdow (unit . 8 in proposal) FTL-20- 10. Net r-_e of Acceptance No. 184217.14 issued to Ener gi Fienestration. Solution, USA- Inc- for E, KXTERL&L CERTI]FICATIONS. 2107.3, PGT PW7620A Alunimum Fixed Window (unit 9 in proposal) and'FTL-20-2107.4. their �-Tan 3040 & light shade (non-whire) X11fte Rigid PV C Exterior txftmdons for L Notice of Acceptance No- 19A305.0-2 issued taKuraray.-Imerica, hic. fortheir > PGT M17620A Aluminum Fbwd Wmdcyw (unit 10 in proposal) dated 071130-0, a signed WTindowsand Doors7. u4yjria_g on 02.104.21 "Trosffolt Ultraclear, Clear, and Color PN,B Glass lntertayet-5�', eViring on 07,aP-4- W 0 and seaM by Idalmis Ortega- P.E_ 11- Notice of Acceptance No. 1,"122.02 issued to Emp Fenestration Solution, USA. Inc� for 2. Notiot of Accep4ance -No. 17-0808.01 issuod to Kuraray America, Inc. for their flieir�se wis 'Vhite Rigid PVC Exterior and-Doars7- m�pmg on -Senh-yGl�* (Clear and'%Ue) Glass Intelflayers"_ expifing on 07/04,023- > CL CL C. CALCULATIDNS -With 02P2,8;23_ 3- Notiee-bfAcceptance- No- I&I106.10issued loVision Exuusioas. Limft,,edL fpX their "Br0" 0 I.,, Anchor Vefij5cafion CakulatiM and Structural, an*Si.& C&MPjyiftg ]FBC 7M Notice of Acceptance No.2"210,3.,03 issue dtoEner Fe 'gi nestration Solution, USA- Inc- for Coated (Painted or LamWtvd) N�Wte Rigid PVC Extorim Exiorusions for Windows Edition (202q), dated 04122i-10,prepared ty manufarturer,-'a' sealed b-,yr I _gnC4 and erior Extrusions for their "Bronze & light shade cap'toated Ulite Rigid PVC Ert and Do6 g on 0930�2+ "Pam, Anthony Lynn Miller, P_E_ , Windows and Doors", expiring on 04,4&25_ 4- Notice of Acceptance No. issued to Vision Extrusions Limited for their smes 2_ GbZing CojnplieSL-%,iffiAST_V EI_M0_#4, -09, _12 and _16. "ITE, 100& Tan 202 and lighter shades Rigid Cellular PVC Exterior _0 D. QUALITY, ASSITF_4�NNCE F. STATF-AffiNNTS Emusions f or Window, s an d- D oors-_ expiring on 1-1294211 0 Miami -Dade, Department of Regulatory and Econc=c Resources (RER). 1. Statement letter of conformance to YBC 7& Edition (2020), dated 0+22C.0- issued by mamifacturiff signed and sealed by Anthony Lylm Miller, P-E. F. STATEINIENTS E. 'KkTERLAI CERIMCATIONS 7. letter of no financial interest and of independent, issued by manufacturer. dated L Statement Idler of conformance to- YBC " Edidon,(1020.), dated 0210121, issued by (D L Notmieof Acceptance No. IM-M55.102 issuedtoKurarayAmerkajuc. for their signed and Sealed by.AmthonyLyan Miller,, P.E. manufadure-rs�igned and sealed by -Anthwy Lynn Miller, P_E_� U) �ex "Trosdoff U11traclear, Clear, and Color P`X`B Glass Interlavers_ P11w0n, 3. Private Labeling Agreement document between PGT, dated 0330115 and signed by all 2- Private Labeling Agreement dated 03,98i2I between. PGT Industries, Inc. and CGI CZ invvlved partim W and DoofS Inc., signed by Dran, M, Ruaik P.E., VY. E4iheering, on behalf of 2- Notice efAcceptance No. 17-0803.02, issued to Kurarav America. Inc. for their "'S 70 bothcornpanies. enm, 7GIa 4 (Clea r and NVI*e) C4ass Intf da yei-s", expm, ug on 7,04/2 3. 'Visim 3- Notice of Acceptance No. 1&1106.10 issued to Extrusions Limited for their I- 1his NOArevises NOA# 17-0420ACPVTw1CG1) and updates toTBC2020 (7`Editionj OTHER 'G. S 7Brown Coated (Painted or Lamina") White Rigid PVC E-XttrkT I xtrusions expiring 04?121;2l_ L Ibis NOA reiises & ren ews IN70.0 20-0429.05, (PIA w/CGI� exphmg 0411+26. fOrW--mdows and Doors7'� f-Viring on 0930,�24. RERTiv proposals #19-1155 dated 01110.120 approvedby IshaqI_ Cl=da, P-E-,exniriw 2. The current associated PLA CGI file #21-020&01- expiring 04,114PX 4, Notice of Acceptanct No. ISA106.11 ismed toVision. Extrusions Limited fbr their 04114.121- series `VE ION Tan 202 and fthter shades (Non-Allike) Rigid Cellular?`VC LU Exterior Extrasious for Ni'milows and Doors7_ expiring on 12LI9121- jAAq L Usn&. PX, lstmq L Chinda. PY_ 174aq I Chan4a, P.E. Product CqaukW Unit Supmisar Product Control r-nk Supenisor Z Product Can'trGlUnit Sno�rriior No, 11-91DS.0. 214145.013 50AN10. ExpirationDatt. Aprid 1 4,2016 Expirwt�on Date. April 14,102� Expiration Nte- April 14, 2026 Xvp roval I)a U Apprrova1Date:,,A1arth V�, 20-21 A r Urek ,_:, !6!Lj pp evolNti, F-4 E4 SHEET NO. March 6, 2023 PA 1.4 M114Mi�L�AD�E :�itAMt-�,ADE c�ur�T� � PRODUCT CONTROL SECTI+Jrt DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 S'rreet, Room 208 soA><tD AND CODE AmmIvtsrRATtc�N DtvtszON Miami,. Florida 33175-2474 T (186) 315-2590 F (786) 3 is-2s9� NOTICE (SIT+ ACCEPTANCE (NOA) wax m,at,��dadeaovleeanocny Cast 1, -Crete USA, LLC NOTICE OF ACCEP TANCE: EVIDENCE. SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS. APPROVAL #U3-t16tiS.U4 Cast 3, -Crete USA, LLC NOTICE OF ACCEPTANCE.;: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-020912 Cast 5, cc*a c— -Crete USA, LLC: y NOTICE OF ACCEPTANCE.; EVIDENCE SUBMITTED � EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 � c 0s o Cast -Crete USA, LLC 5324 County Road Sig A. DRAWINGS A. DRAWINGS A. DRAWINGS. Seffaer, Florida 3358�# 7 ' „ r, . F 4 12 titled Precast and Prestressed Lintel Details sheet 1 a I� 1, Drawing Nta D b , _ .l" "' 1. 17rawrra Na. F"1)46123 .toted Precast and Prestressed Lintel Details , .sliest C of g ,t „ 1. Drawing Na. FD4612 tatted Precast and Prestressed Lintel .Details sheet 1 of, ca- R � y P rrn F.E. dated March 2.4 2003 and I.�rawin o. LT461 tolled prepared 6y Craig a o, g , , ;. 1, prepared by Craig Parrtno, .l'. E,, dated March 24,2003 and IJrawtng t4�o. �, „ „ ],dated 03/24/03 and Drawiri 1v'a. LT4d12, trued -Cast-Crete 4 , d � 12 •' % ,�, o SCOPE: ',Cast -Crete 4" G" & 12 "Lintel Safe. Load Tables", sheets N N C_ to Ca N > U O Q O O C 0- .� U (D O O = Q C O O LL CCi 0O +r �. CCf .� -0 E O >O O i //�� I"' S� .� Q E6 O Q S� '�' O L t/) M m F- LM w � S� W d Z Z Q a SHEET NO. PA 1.5 CL I :through 3 of 3, prepared by LT4612 titled "Cast -Crete 4" 6" & 12 "Lintel Safe Load CALCULATIONS Section lr! Miami Dade County) and/or the � tn: areas ether than Miami Dade County) <reserve the right to have b Applied Research Laboratories, Report , No. 0404A, dated 04/10/03; signed Edition. prepared by Craig Parrris+a, .P.E., dated March 24�, 2(it3 and. Drawing No. LT4612, titled 4", 5 & 12 1, Letter frcr:rrt Cast -Crete ... Corporation, dated February 1? r , signed Pars t r , P.E., with th Florida Code, miATIONS 1. ,�y Miami -Dade County Department of Regulatory and Economic I> 0_ NGS Crete USA, Inc,, dated 06/I1120, signed circ sealed by CDL MATERI0 AL � — — — /Th -LIFE CO mc- � N\ TILLIT TESTING & ENGINEERING COMPANY . __ - WAT.TRR A - TTIJJT_ JR, FS, � filtecor maol.cm 1ILP4.Lic�m,1,'.4,IW7 TI, C.&UN�_DT.W,iq PRODUCT EVALUATION REPORT REPORT NO.: 20-0720.01 DATE. July 28, 2020 PRODUCT CATEGORY: Shuttars PRODUCT SUB-CAT15GORY- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global EMUrAlon Products 480 S.W. 61 Street Davie, Florida33314 1-A RURPQSE OF EVALUATION; This iss Product Evaluation Report issuecl by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Gtabal Protection Products, LLC, Rule Chapter No. 61020-3, Method I 0 of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for Compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verity that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect Its limitations and conditions 2.,EVIDENCESUBMITTE - 2.1. PRODUCT EVALUATION DOC,V,MEN_T (E&V - 4. Drawing No. 20-176, tilled "2D GAGE GALVANIZED STEEL STORM PANEL 1, sheets I thFu 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P� E.; dated 0.712812020. This drawing Is an integral part 1 , IMP Is Evaluation Report, �,Oe"'T, h -'r,"", ,�� N� ............. I. /�,�, __ C -A---,_ I-. . "V\CEN `..,� - __ _A_ - I�e 1. � __ _Ik____�;� I _-, --f—.-140,44187 1 , -71�z��,.OA*' * � -&-. � -A ,�:.�ZOP,IDN.",:,��` 6155 NX 36th Street, Suite 305, Mimni, Florida 1.1166- Phone-- (305) 871-1530 _' PRODuc r Ey,ALILA1WN_REPQWXSp_2QAZ&A 2 2.2. TES -REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAB 201, 203 as per Section 1626 of the Florida Building Code. Uniform static; loads as per TAB 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports# 96-669 dated 08/09/1996, #96-570,dated 090811996, #96-T30 dated 0912011996, all three signed, and sealed by Hector,M, Medina, � P.E., Fenisstration,Testing Laboratory, Inc, reports # 2032 dated 04116/1998 and # 2126 dated 10106/1098 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P. E. and Henry Hattem, P. E. Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, 2-111RUCTURAL. ENGINEERING C"ULA_TiQiNS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design Wind load, as wall as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Im, dated I V03108 and 03/12115, signed and sealed by Walter A. Tillit, Jr-, P.E. 3. MISSILE IMPACT RESWANCIE-.. Large missile Impact under section 1 1526 of the Florida Building Code, as per TAB 201 Protocol. 4. AW ND LOADS RESISTANCE 20 Gage Galvaniz:ad Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas Indicated an stTeets 8,10,14,15, 16.19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No, 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, 14,15,17,18,19,20 25 and 20 of 26, of Product Evaluaborj,Document�P.E.D.), drawing No. 20,176, 5-INSTALLAT-ION, Installation shell be performed strictly in accordance With details indicated on sheets 3 thru 7, 1 0 thru 20, 23. 24 and 26tot 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8. 14,16, 25 and 26 of26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. '. _" " .......... A/ \\f,EN&j-%�� , I . � . ftt-_44167 1-I * . .- AL QWEPAL NOM: 6 3) IN CASE THAT PRECAST SIM, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE M.INO ON THE I MID QMLB&N= EXISTING WALL, ANCHORS SHALL BE LONG ENOUCH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. I STORM PANEL SKOWI4 ON THIS PRODUCT EVALUATION DOCUmew (RED) HAS BEEN IoEFtJVFED FOR COWFILANCE IN ANCHORAGE SHALL RE AS MENF)MD IN 80) AMD IN 0.2), ACCOMMICE WIN THE 2920 [7th EDITION) OF THE IRORIDA SUILOpIt, CODE �C) ! � �14'#TAPCON� lbrx, INC. DESIGN WIND LOADS SNAAJ BE DETERMINED AS PER SECTtON 1620 OF THE ABOVE MEINPOWD COCE, - PANELMATE FEMALE O AND PANIELMATF PLUS ANCHORS. ,IS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, MR A WIND SPEW AS RMORED 91 -THE 4VIRSINCTIC. WHERE 111M. SHUTTERS "I BE INSTALLED AND - ,#114t,10 FOR A DIRECTPRAODY FAICTOR KII-Oft, USING ASCIE 7-TS AND WWI NOT EXCEED R49 MAXINIUM (A,S.0) - - SCRM PER N,D,S� 7/18 MIGN PRESSURE RATINGS INOIC-AIED OR SHEETS 7 THRU 12, t4, 15, 16, 19 III 20, *- I $X WOOD OUSHM00. A-' OISIMBUTED BY ALL POINW SCREW, SOLT A SPECIALTY GO, IN ORDER TO VERIFY THE ABOVE CONDITION. OLTIMATE DESW,N "O LOADS DETERMINED PER ASCE 7-10 C 4) MINIMUM THREADED PENETRATION INTO WOW OF TAPCOIN ANCHORS SKILL RE, I 112' AND 2* FOR ELCO RAFIM40TE PLUS SHALL BE FIRST NEOUDEO TO ASJ)� OVWN WIND LOADS Or NKILIKYING IHEIW BY 0 6 W OPIDER TO AND PAWXMAUJ� KMALE ID. COMPARE T14LU */ AVIX. tAS.0) DESON PRIMURE FIAT040 INDICATED ON SHEETS I IFM 14 14, 15, 16. 19 IV 20. C.2) MINIMUM THREADED POCTRAWN Of LAO SOW. INTO THE WOOD FRAME URF SHALL SL ! I/?- #0 THREADED IN ORDER TO YERI THAT AWj+045 ON THIS PEO� AS TESTED WERE NUT OYER STRESSED. A 23% INCREASE 04 ALLONARLE " PENETRATION INTO STUCCO SPAUL BE CONSIDERED AS PART OF THE REQUIRED IhIOEADED PENETRATION. $;RESS FOR WIND LOADS WAS NOT USED, IN THEIR #oA-MS. rASIENEFIS SPACING 10 WOOD HAS SUN DETERMINED IN ACCORDANCE WITH N.D.S, 201$. C 3) MINI" EME DISTANOC OF LAG SCREWS, INTO WODD SHAIL BE AS WDICATEM IN THIS DRAWING STORM PANIEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE W" SIECTIO14 t626 Of THE ABOVE MENTIONED CODE AS PER HURRICANE ENIGINEERINO A TESTING INC REPORTS %6-."S. 96-570 & 95-M AND CA) MINIMUM PENERIATION OF WOOD RUSHING SHALL BE 5/8' 1/4' *-20 SCREWS USED SHALL RE 1 1/2' LONG MINIMUM PEWSTRATION TEWING LAB INC., REPORTS #2032 & III4126 . AS PROTOCOLS TAS-201, TAS-202 AND 1AS-203. SNOtJLD STW.O EXIST, AND I' MINIMUM FOR WALLS 0011111 NO STUCCO. AS WILL AS AMERICAN TEST LAB Or SOUTH FLORIDA REPORT, 002 '9.01-DI), AS PIER TAS 201. TAS 202 AND US 703 STANDARDS C 5) �h CASE 11447 PAEGAST STONE� OR PROCAS,' CONCRETE PAWLS, STUCCO OR WOOD BOARDS BE FOOND ON THE OUSTM WALL, MACHM SHALL BE LORI ENOUGH 10 REACH THE MAIN STRUCTURE 0001D SUCH PANELS 2, ALL 4LUMI" EXTRUSON15 "O BE 6003-TO ALLOY AND TEMPER. (OKLM OTHERWISE NOTED) SEE 514EEI .1 AAKW)RAUE SKILL RE I5 MENTIONED IN C. 1), Oil,) & C 4) 1 ALL ALUMINUM SWILT METAL USED At CLOSURES "HALL 4AVE 3M-Iii,l ALUOY, (0) ANCHORS SHALL ED INSTALIn FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEOVIONS OF THE ANCHOR'S MAWFACTIMA A ALL STEM SHEET METAL PP44CLS SHALL HAVE STRUCTURAL QUAL01 STEEL, AVM A -$SE GRADE 50 M,N,,UM, O-W GALVANIZED STEEL CESAWTION W/FY- 56,5 Imi JAFTEP ROLLED). 6 PANELS MAY ALSO BE WIJULED 1,101OZONIALLY FOLLOWN0 INSTALLATION DETAILS SHOWN ON SEttION 3 THROUGK 10 (SHEETS 4 NROUGH 6) EXCEPT I -At WADERS Q & Q SHALL HOT BE VSFT1 S. ALL SCREWS TO BE STAINLESS VIM N4 ON 316 AISI SERWS OR CORROSION RESISTANT COATED CARBON STEEL AS PER CIN 5018 W/ 50 10i HELD STRENGTH AND 90 ko TENSILE STRENGTH & SIIALL COMPLY W/ FLOACA SIALDINC CQUIL 9 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR Ut VERIFY THE SOUNDNESS OF TP,E STRUCTURE WHERE SHUFTEP IS TO BE SECTION 2-11 .1.3.4. ATTACkM TO INSURE *ROPER ANCHORAGE THIS 1,RJTTER SHALL ONIY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDIAIML B SOLT$ TO BE ASTM A307 MVANIZED STM. OR AISI 304 SERIES STAINLESS 53EEL� WITH :6 I,,i MINIMUM YIELD SIRENGIR 10. EACH REGULAR STORM PAA18, WIT14 LENITT,H' . OVER B'-$ THROUGH W-4% AS PER SECTIONS 0� 0. 9 & 10 AND ALTERNAINM 8W, SW & IOW ON SHEETS is, 6 A 12 RESPVCTIVO,y� SH&L HAVE A LEGIBLE AND AEACADT VISIBLE MARKING INMUCT940 ONNER OR I ANCHORS TO WALL SHALL EIE AS FOLLOWS TENVJVT TO SECURIL FIAHELS "I APPL)CAERE ROWORCEMIENT OURIW, PERIODS OF HURRICANE WAFWANR� IA) T9_0WMMRE9_,1,QW= 11 THE INSTALLII,11ON CONTRACTOR IS , TO I MAL/CAULK ALL SHUTTER COMPONENT tDOM WHICH RVANN J14 QO0RUUAI'Z WIACT WITP TAKON ANCHORSAS MANUFACTURED BY J_Y.W� SAILDIA, INC, (W,� Y3192 �j) IRE BUILDING TO PREVENT WIKO/PAN INTRUI`AON. __,1JA*& /4' 0 . 7/8' GMJ(-IN AWHOFS, 4 MANUFACTURED, BY OEW1,LT INC (MIN, I'3006 p-) - 1/4"t A 3/4' SCLIO-SET ANCHORS, AS DISTRIBUTED BY ALI POMr SCREW, SOLT & SPECIALTY CC, 12� STORM PANEL INSTA"TKIN S"i COMPLY ", SPECS INDICATED IN THIS ORAIWIW PLUS ANY SUILDNr AND ZONING REQULATONS (IA". C-1000 P..j.) PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO - #14-10 PANELMATE FEMALE 4) A PANEIMAIT P�US ANCHORS. AS MANUFACTURED Ely O.-O CONSTRUCTION PROGLIM I �1 (a) THIS PRODUCT EVALUATION DOCUMENT (P-E D.) PREPARED 81 THIS ENGINEER IS SENERIC AND DOES NDT PROVIDE INFORMATION "N I . .-3&% P.?') FOR A WE SPECIFIC PROJECT; I.. WHERE THE WIE CONDITIONS DEVIATE F�ROM THE PlO - 1/41* Cr TAP-ORP ANCHORS. AS WANUFACIURED B�y !RU-f'ASr CORPORATION (f'3600 F�V,) A. 1) MINIMUM EMBFI)i OF TAPCON ANCHDRS IWO POUROD CONCRETE SHAL� BE 1 31.': 21 FOR PA,,iELVATE 'EWE (01 CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND 0WAILATION INCLUDIK LIFE SAIM or THIS PRODUCT BASED ON THIS P-E.Q. PROVIDED HE/SHF DOES, NOT DEVIATE FROM TOE CONDITIONS DETAILED ON THIS DOCUMENT, 10 AND PANEMALTE PLUS AND I 1/4" FOP CF TAP-4AP ANCHORS coNsrtuciriox som AT SITE IS THE cmRATOGiAls REspo"sury A,`) CAUK-R4 4k SQUO-SE7 ANCHORS SHALL RE EUMVOED 7/8' INTO T14F POURED CONGRETE, NO EMBEDMENT 1410 W THIS PRODUCT EVAUOMFON DOCUMENT WILL BE CONSFOCRED INVAUD If MOMEM STUMO SHALL W PERMITTED, 114- 0-20 SCREWS USED %*I BE 1 1/2- LONG MINIMUM SHOULD SIUCCO EXIST, No ,* MINIMUM FOR WALLS %Ym NO STUCCO. MO WY fir HEADED Sc mtes OR ALL THREAMO ScRCINS W/O HOW. III) SITE SPECIHC 1PROLIECTS SIMI BE PREPARED BY A FLMOA FICCISTERED IENCINEEIR OR ARCHITECT WNICH WID1, BECOME THE , BUT WT1% WIND RUM ENGINEER OF RECORD (E�DIRL) FOR THE pRoj�.Cr AND WHO WILL BE RESPONSIBLE FOR THE PROPER USf OF THE PEOL ENGINEER Or REDDRD, ACTTNC AS A DELEGATED ENCINEER TO THE A 4D IN CAM "I FIFTEOI15T STOW. PRECAST CONCRIM PANELS, PAYM STUCCO OR WOOD PGAROS K FOUND OH THE PE,O ENGINEER, S,WNJ_ SUBATT M THIS LAnEF Ne SITE SPECIFIC DRAWINGS FOR REVIEW EXISTING WALL OR FLOOR ANI SHALL BE LONG tTIOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORACE SKILL HE AS MENTIONED IN A 1) AND IN A.2). (0) THIS P.E.0 SK44L OM THE WE AND ORIONAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD ?HAT PREPARED IT (a) 10 I= 14 SHUTTER MANUFACRIFIMCS LASEL SHAU. HE LOCATED ON A READILY VIVEILE LOCATIGN *7 STORU 1/4' C%ORS �AS MANDFACIURM IF, I T w SUIUM. INC PANEL SHUTTER IN ACCORDANCE WITH SECTION I'09 9 3 OF FLORIDA BUILDING CODE, ONE LABE1 -It/A* 0 I 7/8* CALK -IN ANCHORS, AS MANUFACTURED BY DENALT INt (WIN. t'-1500 P.A.) SHALL RE PLACED FM EVERf OPENW. LAW,W4'1i6 COMPLY WAH SECTION I 709111 2 Of� �_E - /A-- X 3/4 - SOUI ANCHORS. AS DISTRIBUTED BY ALL POW SCREW, SOLT & SPECALTY CO, FI.ORIOA allILD94 COM , 'MIN. #'C.1500 P..J.) , - $14-10 AMELAAM FEMALE W AND RANFLUATE PLUS 04MRS. AS MANUFACTUREDD BY ELCO CONSIRUCTtON 1114it, . . To I � � � � � �� 11 �ATE Or FLORIDA, PRODUCTS NW' f��2071 P') owilAt S � . , - /A- 0 CF TAP-GRTA AvN4'4foP&. AS MANUFACTURED BY TW-FA51 CORPORATION A t1k A 714 , 47, N * 0 1) MINIMUM EMBEDMENT 0; TAPOOM ANCHORS, ELCO PANELMATES AND OF 1AP-CR ANCHOR. INTO I, 144�1�,_:11,�;I - " " ' ,A�� FLORIDA BUILDING CODE (1419h Vaipefty Hurricane Zone , ' - BLOCK UNIT SHAL_J BE 4 i/4'� 4I ` - ' - 0M P'LlIm No 0, " AID' , 20 GAGE GALVANIZED SIM STORM PANEL O" PY 9.2) C4K_tN & SOUI ANCHORS "a RE EMBEDDED 718. INTO THE COIAGUM &ocx UNIT No EM84- 4 167 -. = . It I OR10 STUCC SHALL BE PER IT" 1/4' 9-20 SCREWS USED SKILL BE I Ila- LONG MINIIJUN S"OULEVC0, _� - � / 0 � , C iv� - I 1__� ILOBAL PROTECTION PRODUCTS, ULC, "'.,,. - EXIST. AND I MINIMUM FOR, WALLS WTA 40 STUCCO. = '3 ' I - 11LIEC0,7 F., , S I,% STA ___ - OF III - �*, 11 SIM" " _1 - 101� =` k IM`.`:, n. III" 20-176 ,I- " " R - A. I.- - 9�=__=, PNIVei ]"A"Y301 FAY (92or ,.,I,7, S,,%��,'� 0 D IV V74-'e- 0 A ... ,, �. _, 1 ,6-10 —, . ._AP 1XIIAW. - , - * , --- IA-DOW710 E�1; _"`�,*-, RINEY"Tt !/,�A[ 040 = '"Ur *. " ! I - . Zko .', -"-t- - I AM, I M"Elffl- =.=_'!J _ I INSTALLATION DETAILS FOR REGULAR PANELSU & dA INTO EXISTING POURED CQNCRETE OR COKCREJE BLOCK SIRUCTURES CONCRETE INC.'. WE SCAGDULE 04 CONCIAM ANCHOR& THRoua. 9) (SEE SCIIEVOLE ON __\ - 1 �� _ OWCRM ANCNM �Em a TINGUW 4) 1��- ED., - - CUNCIRETC AhOkAWS -,Z� . "WING POU90 " � - (M SIXIEDULE ON, ---,I ,�, ,,, .. S� *Itm 0 r"Awww" 0) I , I Worl=" . 11�' I (i) CGNCRIETT REWN& '1�1�. I � �L4). Ae I r," � 4 .1 "' "u" -41 ` ',IS � -11' M ,- i N 4;"r - - -- i -c- = I,,- CONCRETE ,,r,avww ,,, - _\ ,/; � " " , .i.. . w I '4��$111<$� 41 f--;s __ I � � n,V�.1.I,F-_sxnI -� ___ 1, .,�A, , " . L�\'1111�i��,�, r: _. f '. * � _J 1/4 F .- __ 19M - - ,`c - 4 - @1 I , 1/4. -, A, W 40 U��t' ,: — J M,M� _ _I ; � I . _____ -_ J I I � ___ I - I I I i I - ! i - -,--*" � F -_ 4 - ______ DICTIN; pomp ED. I i I - . . �� I � - a VONCRM ! I it EvD. ��s'. 1 -4 S' � EJI: i 1 b I Is EXISTING F 2 I IOURED ��,,_ REQUIRED I I - 2 i I I 9 CONCAE-IE REOUIRE67q � �4 i . I F� ��A,t-� "'��,i,,�l i il : I F, I V` , 10 I ; I* %M - " 1 - - — 1 -(a) F, -11 f% Im,' ; __ 10 SIX ACNWAAX ,ts—, - I no %3=0 = J t =*-i i I V GIAM � " �, - , I I I "' - - - - I - i r I � I I I 71 � ., . � �;� --- -_ = - I I W --- � " -- : I � i i X ; '? , - i I __(D A ! i I I I I I ., I -. I 11 I I I G6� -1 ,";1 � -.'-,3ir.,_-�t,�, 1 � ! I , � C.. _�, . 3ir 11�11� . 1. 11, . - 1�� I i �� , , III I ,,,,, � �.' - , I 1 �, I ", i I Qw� I � L , I I s 11 , I i � , - " -1" i I * --- I I I � � - I I _G , - , r 9 0 , � , = 479 : 11, � - I 'R III, ", M ,1 , �_il 1,11 19*10/1 k I 0.41 I ;_ mnvorp � E,B CONCRETE BLOCK r �, r I i ., -1 ww-rhz 0 I I ...... - , I 0ONtRM BLOCK I REOUIRED I- i r or, ;, i i t".1-- P"" " 0 - :: I REWROU I 4, i ,��,�,,��",',�,,��'.. i, ,i,,."�,:- -1 k c .T -,, I , �,n��-', �".- " �� , . � I "11, 11 ,, I I , . ! , . - -,.-. --.I EXISTING POURED: I� I � I- , � CONCRETE ;� 1�3/4-_ CONCRETE ;',� I � REBURIED � I -0. CONCRETT A4C"ORS ANDIM -� C'N"t"' ""'M - - 51110CRIM ./ STUD— ISEE SCHEDULE (W -19 I,I,,. M (2) t- '%E,Slr_�11 - MAMU4Z a), " '. It � 91 SHEETS a INRoLOH s) WA6L LVOUNJING � MOUNTIH9 . W!gy SWCUF ' .- ' . I- ___ , 1. _ -,-'I,- -I -_ -_ -,-- I I i . 1 k 01 - . �. A i I 1 1 : 4 .-I- ; _, r At ilvi"* �� . — - ---F 0 - - ., � CUNCRIEli ARCHM , I" IOU SOAMULIT am X SmarI a IMOUCH 0) CEIUNG th9w UNITING ,,,J, 1/1" I In ; t -,. 1 7 - � J � ---- - -- , ai - I 1, , I'll . I - -- IV, 1 4 ." ,,�z"',N� , 11 �z I r. . 1 amww# a _ i�R,�K I'll � I I EYM STUD 0 8 t 1; ,/2* Im 11 11 12 Ilr = I I 9 I&M 'I _01 g i . (D I �__ M'Ip.h. — I . I 5 I � I =11� � I -_ i , - __ - __ - - - I _1 I i ; I I - I i ! � ! ! I I i. I 11 - - 10= ,K,�,K 17=_ i - im , 1, T, , , i . ". t VON STUD 0 i I I �Z. - 11 � , 11 � i �, - - , -- - 4 , 1 ,2 qr " - " Mr. '7 FAISW Foot I I '_ i;IL 1 FAR, OUT 0 D � Ev \,'.'i 12 fir "� ;, ! . " _ __ ___ , -I CONCRETE CR - ' - , NT ! ______, ,-, CONCRETE BLOCK � '� -, "I - I 1 �2_ REQUM - 4 ,/1. I - I- .I - __b___ _I/r � � 'I , ;� % III I.?= __ K2M Y'It' . . .11 -Q4 -�/,'�Ajlh,?`P- '4X - (SEE: 50,kDuu: O.- - ., qE114'!_ lljlAtw#lflo74 I 1, , �1 win', I '.. sHEETs a T.*D" 9) AMSH&U 11.� "11 911I 11112=1114111 __ =am, rM - WGIE DISTANCE (SEE SCHEDULE ON — SHEETS 8 & 9) I — TOP & BOTTOM MOLINTIWS CAN BE COMBINED IN ANY WAY TO SUIT ANY 'Ins�IA-_11ON , , "IMNILrawl _I4Q_2ft-V= -3 0. MATERAL CHARACTERISTICS AND, SPECIFICABOR6 Shall bestrictly in accordance with General Notes and Components indicated on sheet 1, 2and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, oflProduct Evaluation Dowimont (P,E.D,). drawing No. 20-176, 1 7_1LIM17117ATIONS AND CONDITION$ -Of USL, 7.1. Shall be strictly In compliance with General Notes No. III 8 thru 14, indicated an sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indiCated on sheet 21 of 26 of Product Evaluation Document (P.E. 0.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr,, P.E. 7.2. Product MayI be installed within HIGH VELOCITY HURRICANEZONES as defined on secton 1620.2 of the Florida Building Code, 7.3. Product shal I only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tilift, Jr�,. RE, (Florida License I N6.44167), President of Tiltew, Inc. (Florida CA-0006719). VVAT`,1L � D�� TiLTECCLAOMCIN RECORDS I P. E. REPOR'17_20 I G LORAL PROTECTION PRODUCTS. LLC % 20 SAGE GAILVANIZIED 5 TE:Ei. STORM PANEU DRM # MVS � REPORT 0 20-0728JOI - /_1 I.-,— - ___ X L E - - CO IN I TILLIT TESTING & ENGINEERING COMPANY - _______ I . - . -.---- WALTFRA, nl,!JX J&, RE, filtew@,w),com PROIDUCT EVALUATION REPORT 71�75'1,kN.� 4414P ,L7A. �.N.AWi9 RtPORTINO.� 20-0727.02 PATE: July 27, 2020 PRODUCT CATEGORY. Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products,LW 4800 S.W. 51 Street Davie. Florida 3MI4 1, PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by"Weltor & T1111t, Jr., P.E. (System 10 4 1906) to the Global Protection Products, LLC, Rule Chapter No. SIG21I-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in arcordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at.least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: N DOCW&N14]P_.EQ)4 Drawing No, 20-17S, titled "24 GAGE GALVANIZED STEEL STORM PANELF, sheets 1 thru 18 of IS prepared by 1 ilteco, lnc.'� signed and sealed by Walter A. Tillit, Jr., P.E,,, dated 13712712020, This drawing is an inteq "?Ag '06'Iml, , ,�k I , Evaluation Report. v�!� ...... 1 41� ,,,, ,,',I,,� I , � Itz" �' �,I`* 11 '��_-` \ " — A' � _�EN,y, ',!I� __ � it, -'--V �� * - -_-,S_---A---_'�-- . *. ' L�� _�-.167 I. ' --:, ;-le , �, - A*L, '* ': 6.3.55N.W.36thStreet, Suite 305,,MaMi, Florida 33166 -Phone: (305) 87141*,� 6-4%, . 'e-1511 GULAR & LIFE SAFETY LT-ORM PANEL,$ (SCALEE 1/2tvl') ---,-,�,-""-----------�.,�--,.-,�-.,------ I!L195' MAL WOTH) ------- --- ----- -- - - - - -_ 7 - .. I --I----- - ----- 51W (TOTAL WVTH`_- -1-1-1-- - - - I -L . I _- ------------ - -- 12,500' (EFTE IM WIDT4 - - --,---- — -- --- - ___ - -i � ; - - __ - ____-_ �6 114"- � -_ , - _ � -, -- � - , I . �--- -- -- - - -- '62-50" - - - ,--- - - - � r I " . � ; � ^� i ,i]60- t3pol 1 i I ,� _-I.3F,__1 f- � , - 7_ - �500 I ,M. � I ; I � I r I i !,,!A, , � I I " I ,--I "iSO-1 I �* O'Dw WK THRx - 1.350*- -IV � - 7,[ 1 1, , � I , I . I , - � - �, IV � . ONLYWHIM SIM 1 A, I- I , " /_1 - ;_� I � " 11, - ASIV A-W r . F -�-I'- . � O.os- " THICK 7'��,,,`!�,. --- ! #0 --- , , , � , , . � G WMWVD _� I I �__ I ; - . I /I .657 F 1 *2 i�'651 I m'zc w I , � 17� %-a- - (ALWINIM1.1 =L 'P MMAMEFB�'� i X, __ I I G-011 dkv. -, \ ASTU A,VW / _, 11 / ED ,I - -1: I i ' �� 2,obw TM , 2.Dpa- .24-,.�x , N,,.FV TYP I CPA" " MON" DEVUL A-t � " __ �t - DOAK. �_! ' i _�_ __ EDGE \ -,"',, 0-60 MV. \ EWE - IL- I \, -Gp. . 11 4816 MTAIL 4 � 48S L A . --------- I I - ------- , ---- __ .- , - - __ �_ ___ __ L_,t:::�/ I " , " RMW - , � � ------ � , � , ,3k. I I I - I ` -- - ---- 5.2SV-- -1 ��.3tw T 2MR11111-mll 0 END MRM PANEL -1 � 1 2A , _ '1_1`1 ,v� I-' I !Y, SO. I �,.,,� �, !,.,- f- " ______,_, - IIII7*1_1 T _250i -7 12�6 40M 10-.- 1-5 PAMP�-s pI?_�e_ __,�' � W , : , 1� I 1,2W i'lou, . :760. �/ , UA W/ HEMMED EDar. , -,,�_, "I - f � - � I " It a . ,� _2 125' , g-S STUD RYFIn -V �. " _e - i , _' &S. WW NN, - � I lw� I I I I 3�""I` 0 � .- - . 2w, 1 I I ! I to ANCLE 0 TO AM= I - , -Z 1_"��_ I I I -1 ,� - PK�, - �__ __ , - ,_,�� to.... L-LM I ! � .i I . 1 12 . 112, Ilt I Iz 'Ir O:C. - . 3,4n. . i .0t$1 - I —I. V //V , C., I OVIr C. ----I , - I I ,� 2OW. 1.500, 1,5w. , 11 � - 11 Z,:��N_ ,_ - - , 2.12 �, <, ,z� I I � SEE I 9N, r949' SEE "I :;_1 1 003, ,I E A-1 �T� .- I W - ,� �___ r, !J 1 '4.250' - �7_ 1- 2�1� - i OCTA& I � � � '. I . DETAIL I � � a 0. 14 T5 1, , - .1� ,- I x// =, HEMME11- I- I 11 I 2 "' % I .1 I , - I 1_1m, , - , b 3 ,1 - ,_ � � R. 0. A75 � I � 7 1 125� � I i I � , I �1` 4�K -� I � LI tl�j __ . , I :P1, - _5� W-1 11, , 1 -,,,-' --t,sw �-ISOC._j — ' � I � .. , J "J/T� �_ _,�< ISOMEtRIC WIN WAL-A / L.- 2.0mr-, _ _- ..U.� - ROUNDED CORNER & 040S OF PANEL'S nra END UP W/ HDPAD ME. (�) "h"-, HEA2E (�) *T-MAUR (Z ANGLE (N�Tg) _) @� ANQLE MITT.Ii STUD @ ANOLE WITH I - - —1 VARIES KEY= STUD , I Sum, - : _=_ V_t 11,14 & 2/14 0 344' .374 ��, n T I- __ _ . ,� �,, - - � . -70MEWE `� �Dsel ,?W -- i �390 � - .Ida'- � � J101 i , � f -, I - r11 , .,-, L,�i_ ___ I - I_427 ii,�� I/l.f-M 3" SUM - I , � . IS STUD Rwm to � . �_ 4-1 - �_ ` I - � , I � .4 � 07 - -` -;`r*-"--,, P Vl- - ,2n.� I I- IT- r, '04. ; , ; --,-,, I I ..';S-, -_ I ) � ;�CLI 0 12 112 � � I - 8_1 � " � -_ - � . I � '. , I I � i 671. � , - - -, �'L I I I - , 1. " I . ! ,3W 1 0i � 5 1,31 R,M. 'BTI uiha-1 � � L Lll� 'Og3. : - qi�'. t�OI�S` I I : 1 P � �1� " � � __� - � 7,B. � I i 49i= � . . `16� 1 705? ; I., A L_A� � - ., 5 _W. i--- i __J____, , I , � EYM PANEL 01VILAV, I - W. 1065, t . : - F___1___j i - , .084, 7-000' (�) KEY HOLE USHER Ri�# - 2GC0^-- --7--) : - � .00' f------. @ *r TRAPS M= (9 3Z6- 'E: 11=15 Q) ME PLATED D.636' (MM,) ' -OW - � � '4WA04140", I= STUD c GALVANIM STEEL ; " , 1.1W.4 !_ ! I -,--" _ 4 SEA, I � *., IS- LOW. /0, lq/.�,N. i - I",- [ � 49*111�*`,,' �. V, � "" �CEN4 ,%. N ,37P-O '01575'0 ; Z - . . I � I - ,iI ____J � � - - 14- I I'm : % I 3iS - - = - No. 44161 - % I � �fk_ �_� .. * **1 FLORIDA BUILDINO CODE (High Velocity Hurricane Zone) - . . �� - ______4 i* I , - Az .1 Ow- q .75., ED NICKEL -M TIMM IF- - STATE OF .:,27 .2m 'XIEM OIL, 1p I _�w .,2S_ - �-ws wflel. Null 11A. $% , " - ,,- 20 GAGE GALVANIZED STEEL S701M PANEL ORW4 fi, . 4 11 ,� 0 1 (�� KEY HOLE ,i,.. 0 " .-.-- __ I ". I GLOBAL PROTECTION PRODUCTS, U.C. "'/00A`V'E'-e`* -.-- - - =Fic -o. IN, �. - 2= - KAll'-.; AT PANE I "_�, ri - 1* ; %1; — _____ /ITL Aw SM, 5 SIRECT , nuo __W It 0 1) 2'XZ:Xl /4* ALTERNATIVELY USE WIN(F AUT W~ L I DAM- `1. W1 MONDUINK. MHUR W/ AMOCNAL I M�a K40W CW).-RIA., .19")"�Nrt 20-176 ALWONWLAHM 1 ;111"k.1/32 ? PAWNOR .... WA,WG%ATVffgAwx CA-00WHI . .; " 1`11Z I Fli�11_1 M11M 2 W n - *AZ,jk t;n k� PC E. I I ------,"-- "" - INSTALLATIO DETAILS Egg REGULAR PANEULL) & dA 919M VEM FOR INUMMIM IN PaM MUM INIQ EXISTING POUREQ CONCRETE QR CONCREIE BLOCK STRUCTURM QQN= am QR sm i WU1.*111r*41.*"DM"T.1 I�LWI COMORETE �- * VAUD EM FULLAR, WE SM AND E=Z H49 MM NR 2M =,.�E� .�", I gu::Trm,"�d , � ,,�� MIN"` � I � � , SCHEDULE 10 SHEET a 6, 4) SNEEB� I " ` -1 ., -AA , I. - - - , I t . '4' * 1, , [ 46 , - . to , i 1'1�� I - t��.A Li,i,a. I � . _ -_ - - - -_ I! ,�,, - __� . HOWS v "I -I IJ I I , � a--_ I - - �11� � I , rXISIVA; POLM, I � L � T11, � T� I 0. �`,�� __ � j ,� 2&*M I I , I r�- I- I I%'% 0,* AN I.= i OMICRETE 1 1 1 i , FRO I ) ", 1 i I , ('�) , rw - - 11-1-0 , " th"IMIL. � xS 11 I ( i - �, .. = , I FID: 1� : . -i � 4P ; 03 — I � - I 1 �� i FiD, I 1 I , , - I I. i. - I L-q)-% . I - I , � -1 - - - - t Ii. � -1, � I I . I I I i,l,.,,S��,��-, , : "' _,��:!�, , .... -1 I I I �, I I t � W ... , I IIIIIIS I ; ,.,I I . %HL , r I I � Y_ :L41i�LL ! I EX=14 POURED I i iii — jr- � It, - -,- - , .1 - 7 � CONCRM OR ___ I I - 5i =I.&-- . - , I -MI CONCRM swex � �L : � i A t - cl� . / � ,_;_ I- _� REQUIRIED. I , , 0 '� 1, / 1 1 v !tt I I � - I ow --t. I I I i N I, t�; I.-." , I I I : *V � WA-. PA .r1W .10 1_1_1 - ,,� 1111111- _1 - � --..--. � 71114- I - I Q" 1,I,AAR -- .. 11111-1111111 - .1 � �:��"' , - 'ILI , �r - I � t I ) I 4-44nnw t I 1 = At a M-11 1i; -2 I/r or I i -� SEC"AIN, A W41 T MA, W-1 I � I �, - I I i --,- I ., ,,, - 1 , "' 1A_r*ffI= = " �, __ �_ --I ___ 1".. � I , , I . — 1111V IV" , , IWAIA. "Et �- I I i ti , � ,V - � =r. ., I. - i IIA 4' �_' I,- SHIM' I - 1 --� �__:%_ I .- (1� d 119- . I , "MEA"ItATCAI ,L) I L.. 4 " wa W ; i I i . I: UP. I,, _J I I Ii I =I- i � - I, , X . j R51 -. ../4 __�/ - Ile, �11,',,,',, i I i � — 7,-�, - I'll, 11 "I � I'll I MX I'V/2-ILC j i �I � I'll � ", I I I ;1 — 11-0/- It I i ;1 ,, I I , _;�_ N", L I T 41 1. , i I 1�_J ; � I � � I EXISIRM4 ED � Eb- :�, � - , F.0V14__= 0. � r � c ,,� COWAtm L � "' i " --i � I 1 CAIEA4PON) CONCRETE I , � I t.b. ". ff I REOUIFZD I i 1 "ISTIM POURED, . "". = 0 (PLAN) I I i COW -am OR I - — - I � ii ______ -_ I SCALE: 3/16-1 CONCRETE BLOCK , � I - I I .., . -__t _227V * - .., � ; RECCOP&6 - 1/2 ,�_ X M I ___ =____!b. `APIPAI - =1 I,.:---, , � ." I - .W 1.�, . ________ - � 9. 1� `,MN`WA 116 1 CAUtc- PA � - ", � lt�l _'I 1�� 4 =I?- I16-0 , : IINII0,AII, . = ,.iWA FEMALE ", A, 1� I -, __ ',�i:�, -"',--_" == ! M.— I CaNcREM A 11- i I , -L - - .. - I PKLUS I 11 I= SCHED, ,�,,: � I I I t 0) ','4" S&SOTV ON I WA6 INOUNICING (0.110 SWM a THROUCH - BUILD Oka MOWING c ,,, , , SECTIZINS-5-A I � IM \ ,J, / ", F7!"". E4ALE: ,;I/S.I. __4VA. - so, - � _ W?/ F1 =%=�" *,--/' "` - ; =:0--we Note A '__11)GE OF EXISTING * NEW I' WIDE A VARIES . 1,907 1 ". ' EDGE: OWANM � 0 W@ - 00I,A IV, be .".., 6PF 1 J,4WNG THICK ALUM. TUBE OR I' A _ (SEE SCHEDULE �N - - , I I -_ - '�� - , I - I Q%VNN) I . � � I � Z ...... %ne'I P.T Y400 PLATE SPACER �� . � . ! , _(D L, SHEETS 8 & 9, I : 7' 1� * NEW I' WIDE I VARIES. 1/8" " � I I I-,, __7" &w. TUBE OR 11 X VARIES . . � I , I T I ,P,T WOOD PLATE SPACER �11 � I TOP & BOTTOM MOU14TINGS CAN BE I A f "AID TRAM I 6 ��,�, I� �j I r (pow � Xl* � .r � � C0448INED IN ANY WAY TO SOT ANY I I= TW , i INSTALLATION, "I'll SCALE 3/1 1-i I a 41 .. I .LRACK Co,tt, ,,,� ... I'll, 7 _4_1� 5 UGH 16 � 11 L I , ..... � . , !�._��, I -AnJI , I "Y � -MM,w,MxItupw Ise. E ... -I F_� �� No , , . -.I--,- FLORIDA BUILDING CODE (High valocay HAU cone Zone) - WIC"M ANC-M - r - Met Wwow ,G)" W K A - X%_-=, , In- - I Wft 0 4111" `-, I .1 ., 1 om wem. M FA �. - " 11 - 2D CAM GALVANIZED STEEL, STORM PANEL , a M. . M.X% MOZWT, = . I = MOW" E** . Z C__ X� si�ft�� = " * - . W/M/wn S.C.. *4 *__i �'____��, , BAL PROTECTION PRODUCTS, U.C. PATID DETAIL FOR 261MRS REQUIRED Al TOP Olt S, "P ,- 0 , * _ GLO I 1 4 11LIECOtiet. 4M ILVI. 51 STREET , . , I FI. 33514 k, 04:-.. , - WIV4 ==01=1101% Pt"r- Do"It" 20-176 07TOM MMOM-A"M TO M=4= RAN ,,,,,, Fi . al..", I , - � I.." t. FA% PIA, I0, W . FA� 06AWNW-6te? ... REJUTE ". - — I mi IXM~ N.,.. I WALTER A-Z, Z I I � FLOVA � _� Pit 5#11k 1 � � I . I "%;I;=- Y-OWA-1 92 I A I PRODUC f EVALLATION RBI!ORT NO, 10-0727�02 2 - I ___ Large missile impact load tests were performed under SSTD 12-913 standard as per section 1600.1.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTM E-33D. Test reports prepared Ioy American Testing - , , Lab of South Florida, Report # 0814.01�01 dated 03/1 V02 witnessed by William R. Mohner, P.E.. Bortz Moroz, P.E, and Henry Hattem, P,E. and Report No. 02i 9-01 -69. dated February 25, 2000, signed and sealed by'Edmundo Largaespecla, P * E_ and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAB 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared byAmencan Testing Lab ofSouth Florida, Report No. 1123.01-10, dated Navember23,2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. BCM-198 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P,E, as pe'rASTM 5-8 and Tensile Test as per 00 Metallurgical Report No. 1 OKM-1 318, dated December 1, 201 0 signed and sealed by Jerry Jaclofano, P.E. as per ASTM E-B. 2.3. STRUCTURAL,ENGINEEPJNG CALQWA,A1&NS, On 24 Gage Galvanized Steel Siorm Panel for maximum panel length vs. design wind load, as well as maximum ahchar,spacing vs. design wind load and panel length based on rational and comparative analysis, arid in accordance with section 1004 of the Florida Building Code, Calculations prepared by T11teco, Inc., dated 12/16110 and 08/27113 (for this revision), signed and sealed by Walter A, 71111t, Jr,, P-E, 3. MI§ SILE IMPACT RESIST - ANICIS. Large missile impact under section 1009.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAB 201. 4. WND LOADS RESISTANCE- 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-17& Maximum AnrbOT Spacing shall be as indicated on sheets 5, a, 10, 11, 13 thru 116 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steal Storm Panel has been yeriflod for code compliance to work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard. P T .0111 (11. r- .. I � . ,,.- 6-INSTALLAITION: ��__ I:Z Installation shall be performed strictly in accordance with details i4cated on 13 :_:-:11 sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), r_ drawing No, 20-175. Minimum separation to glass shall be as indicated on 0 sheets 3, 6,13,14,15, 16 and 18 of 18, of Product Evaluation DccumQ6':F_i (P.E-D.), drawing No. 20-175. . co -0 , W 0 X__ (z) ;", ,,, 1 C2- C- C�) _% MATERIAL GRARACTERIS130 AND SPECIFICATIONS- It -1 % Shall be Strictly in accordance with General Notes and Components 1n06teTCirT0_ � - sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), Ing !.*I 7; cc�,14 .-r- 20-175. 0 -0 cp .!!! I fW C4 'e- I , f co W CP Anchor Specifications shall be as Indicated on sheet I o 1, f Pr uc:F c-L. -�r,- c: Evaluation Document (P.E.Q._), drawing No. 20-17i .S S,-.. ,�2 �- C; �_- co 0, to Cle- 3� - � 3; " -0 LAIMITAT-10-K to W ,J W ::3 .5; C-- CP , W CO -.7- - CS:: *.:'I -0 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14,1 ed - C.%- on Shea I I 1 - 'of 18 of Product Evaluation Document P.E.D.), drawing � 20-175 40 V_ prepared by Tilteco, Inc. andsi I I I � T11111t, Jr., � F § 0 Igned aric alter A. T11111t, Jr., P - 06. 1� 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES �� as defined on section 1620.2 ofthe Florida Building Code. 7.3. Product shall only be installecl into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. 71111t, Jr., PIE, (Florida License No. 4067), President of Tifteco. Inc. (Florida CA-000671-9). - � 1/4,, 2/4, 3/4, 4/4,. 5/5, 7/5. I,IW/10, 2W/10, 3W/10, 4W/10. +6/5 _S' -__ --.__ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS a & I? ,----- �- _____ .11 MAX- . I' ANN, FOR WOOD SEE SECTIONS ON SHEETS 10 At 11 � I* WIN. � I I r — 1 6 0 1 a 6 � — — . --- tw.�(J)� (�), 1"', , ---"-,----,, ,_ r , , -, -� L19 + V _fF_ -----i- -r--T---7- r,-F- Ir-___T__1 --- -- -- !--T-'r---`I--� -1--� --- rT _ I , I I I � T I I I I I -, I I r � ........... I ----- r, ,.' L � I I ! I I � ___+_1_ +_--1t , I , 1 F ? -7- i I � - , I � I , I I I I I C4 1�. (�)+@. (�) I I t i I . � _� 4 � i i I , I L I I � Y - 1 I 1. � I I � 7 I ! i , ,- I I I I i I i I I ! I I ! I I i I a I 1 I � I I,, I i � ;; .. I I I : . . I � 1 , . : I i I ! I I I . I I � . I I I I I . � ! 'I j I I I ; 1 I i �� I I � I I t I I I � ,i ! I a; I I . � i � I . I I I EQ I It _1__._!__L_._J__._! ,,',�1_1_ — __�___ -,-- ; � ---.-..-i --- � _.J - I - L_ I I - --- - Z - I— ___I__I ! 6 , - � - ,I4 __ - 11 _ 1 � - " :----,-, , ___ , , ___._ I - - ___ , _� __ __ I �� _T T� , I i � - T ; i i V , F _T_ i --- I 1 � I J !� I � r I � � 1 'I __I -,- 14 ` ; . 1 I i 1 411,111-1 _:� I I � I I 1 1 1 ! .1 I I � i I I I - 1_4 ---- - -- " , 4 _1 - - I i I I � ___ � I . - 1 1 �A ,q�v I � 1 , I ,.,,.,,,I-- i , + - , ; I � I � I I I I i i I � I , : i 1 1 1,& ", 1, _1 - , _i_'_,_ -I--.,----- I I - � 'I 1 I t I .-T � � [UNBOLTED PANELS 1 � v - �� I i i ! i I 1 - _5 W/ 1/40-20.1' ; i(SEE SECTIONS AS '5 1 � 1 iK. hiS. BOLT W/ �/S' X 3/32* 1 I, � . I - I APPLICABLE) ! I . i . I I 1, ikAGNUIS 0 EA. OVETJAP I � i I I I I ,I ; 1 , I � � 6 , I i � I I 1 (SEE SECTION' AS APPUCABLE) i � ! i . � .11, - , , - - , - - 1 -_ - --- -- _ - � § Ll- 'Ir J - - ____ I - � - - __ - ___ - 1 L 1 ,,, I 1 , i 1 I 11 I r r I . k I EQ i I I I --'---I- - _T] _T_1__ - - - __ _5 '-'------T -I- -_ '_ -_ _7 I - I I i 1 I I � I �? ,� 1 ! I 11 1 ; I " � I � , I I i . i � I I i . 1 i 1, I 1 1 1 ! 1 1 ; 1 1 1 1 t A I I , I ; 1 1 1 1 ." I I I 1 ,'I 1 1 1 � - ' I � � � � I I 1 I I I I I i I ; I I t, r L_ 7�i; [ i - I i ! � D.MJ9.@IG)+ __ __ i, _� _-1-- , -t--� - - '�', , I; T 1 I(C 1 a I &I I a 1 lwl 1 , @+T1(�)`_@- 0 ,, L; , i " 4 I 1.1 L" i 1 . , - I' WIN � 1/4, 2/4, 3/4, 4/4. 5/5. 7/5, I. MIN, - I 1W/10, 2W/10. 3W/10. 4W110. r D/S Sw/1% sw/1 I & 7W/1 1 �_ y MAX , . � '14M� FOR CONCRETE SEE SCHEDULE ON SHMS 8 At Q_ �____ _.,__,_________ANC FCA WOOD SEE SECTIONS OR SHEETS 10 & , I - __ - ___ ___ __ REQULAR_ STORM PANELS (-1) & 9 ELEVATION NA.S. 2.67' 1/4" Mox. GAP (MIN. OVERLAP -1 IMIOUE VALUEYJ ,-A I - � ___ ___ - -, = __ " ,� 7 ,��' r - _____ , ,�" - - - L_ - \ \ - ,�A�� _ , i �'�l kku , ) I . N I . .,;....; W... ..� FLORIDA BUILDING CODE (High Vaiocity MW it:une Zonafl f6) I .1 %&F S, -. J� � TUM. W. - 1P � .' itio 44167 '. 1 20 GAGE GALVANIZED STEEL 'STORM PANEL I ~8Y - -_ SECTION A -Al *'. * - ; — � ATE��:� �-,_= GLOBAL PROTECTION PRODUCTS, LLC. " 'lum, KT.S. !F .0, . A � Ll i —6. � .W s1w, 61 STRUT �P% -C, Z. � * ,-- _=�V�kF� �g .� , .. , ,,_ ---o-- oRib T-v - - - ANY - . . �j , - , ree-W;W, eN,, ('"Aft..'m 20-175 �e, . cr... ==, P. (w �%�% _... , � OIFW.11-1a� -CIAN-4.70 -aw-.1 -_vw.� t - I - I I '91,11",�.11111*1.".-�*&-Ii--,Alr WAL 04-OW6719 F I - _-!�Nll 0L& nun &. R �� , WWI Wn — ft�_IWZ I I IMAUATION QEIAIU FOR REQUAR PANELS3 A (D INTO EXIaIING POUR_E0 r,ONCRETE OR 99NOEIE B=K STRUCTURES- --- POO CONCRETE _ _?RED CONCRETE ___T_� � 0 ! 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L_E7E -. � 1 500- � I i , , J � , ,� I -,-,- _ I - 4 ""', � � I i ,� " I L-E .1 : , � [�_ � - - - I � , Ll WIN. , , - I � 114*#2CA3V`4' S.S. BOLT I ", ____ i ,� - __ - ) 4 � � i ,� � � ", ___r7 - 1/4 1 1 ,", � ', 't - � : So/ 7/r 3 V* ; I I , I "; � � I : � � 12 IIA2/D,C, XRNG NUT . I I CONCRETE ANV,01* ; ; , � z I I - =EQUIAC 04 L ! ! OCAORM ANCHORS � - 'EGNGRCE ANC4ORS StAaGERED � � I ISM SCHED" ON :/ FM(SEE SCHOULE ON r I I I SHEET 9) I - MRW C= OR N - w_____QMTt09LC0KCKM ON 9EQU19M Z= OR ROXIOND ABOUIRED DIRECT 20 WALL NOUNTING PIUM AN , _ _Q WALL I PUNTING DIREQ1 MQVISI)JO INSTALLARON V=N I 2 3 I* SCALE 4/6-1, 5011:�Alwlh._ - FLO, - EDGE DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MCUNTIINGS CAN BE SHEET 9) COMBINED IN ANY W& TO SLUT ANY INSTALLATION. __ I - ----- ___ ANCHI FOR CONCRETE SK SCHEDULE ON SHEET 5, __ ___ � _ , 13 Mo� 7 e7* ..; - I '_!A11 iMN O"'LAP-tiW401, '" _.*,tt Oe� *a wo " 't, -1-a (1) (1) C_ U) —W (3) -"—& 0 > r- 2 0 N =3 L_ _0 a) 0_ = a) 0_ o 2 = CU -0 0- . .a_" 0 a) 0 — CD -= a) -0 0 0 -0 0 .— = 0 L_ " W C= = .0 U_ ?9: Lr,- ,,- CU CU 0 CU 0 > - Ln -0 E a) 0 Cn " &_ a) -6--a 0- (n CU CX _= CU -.02 4-.0 — F —0 . 1= (0 < 0! 4 Z Z W mi U) _i._,,, " (2) (D cc'—) _4__J W 40 M =3 > 0 L_ 0— C/) CL < -0-0 0 a) =3 C- -0 0 CIO L_ 0- 0 (i) U) L. M " cn =3 LLJ n < Z Z < _J 0- SHEET NO. SH 1,0I 1. 11, . - 1�� I i �� , , III I ,,,,, � �.' - , I 1 �, I ", i I Qw� I � L , I I s 11 , I i � , - " -1" i I * --- I I I � � - I I _G , - , r 9 0 , � , = 479 : 11, � - I 'R III, ", M ,1 , �_il 1,11 19*10/1 k I 0.41 I ;_ mnvorp � E,B CONCRETE BLOCK r �, r I i ., -1 ww-rhz 0 I I ...... - , I 0ONtRM BLOCK I REOUIRED I- i r or, ;, i i t".1-- P"" " 0 - :: I REWROU I 4, i ,��,�,,��",',�,,��'.. i, ,i,,."�,:- -1 k c .T -,, I , �,n��-', �".- " �� , . � I "11, 11 ,, I I , . ! , . - -,.-. --.I EXISTING POURED: I� I � I- , � CONCRETE ;� 1�3/4-_ CONCRETE ;',� I � REBURIED � I -0. CONCRETT A4C"ORS ANDIM -� C'N"t"' ""'M - - 51110CRIM ./ STUD— ISEE SCHEDULE (W -19 I,I,,. M (2) t- '%E,Slr_�11 - MAMU4Z a), " '. It � 91 SHEETS a INRoLOH s) WA6L LVOUNJING � MOUNTIH9 . W!gy SWCUF ' .- ' . I- ___ , 1. _ -,-'I,- -I -_ -_ -,-- I I i . 1 k 01 - . �. A i I 1 1 : 4 .-I- ; _, r At ilvi"* �� . — - ---F 0 - - ., � CUNCRIEli ARCHM , I" IOU SOAMULIT am X SmarI a IMOUCH 0) CEIUNG th9w UNITING ,,,J, 1/1" I In ; t -,. 1 7 - � J � ---- - -- , ai - I 1, , I'll . I - -- IV, 1 4 ." ,,�z"',N� , 11 �z I r. . 1 amww# a _ i�R,�K I'll � I I EYM STUD 0 8 t 1; ,/2* Im 11 11 12 Ilr = I I 9 I&M 'I _01 g i . (D I �__ M'Ip.h. — I . I 5 I � I =11� � I -_ i , - __ - __ - - - I _1 I i ; I I - I i ! � ! ! I I i. I 11 - - 10= ,K,�,K 17=_ i - im , 1, T, , , i . ". t VON STUD 0 i I I �Z. - 11 � , 11 � i �, - - , -- - 4 , 1 ,2 qr " - " Mr. '7 FAISW Foot I I '_ i;IL 1 FAR, OUT 0 D � Ev \,'.'i 12 fir "� ;, ! . " _ __ ___ , -I CONCRETE CR - ' - , NT ! ______, ,-, CONCRETE BLOCK � '� -, "I - I 1 �2_ REQUM - 4 ,/1. I - I- .I - __b___ _I/r � � 'I , ;� % III I.?= __ K2M Y'It' . . .11 -Q4 -�/,'�Ajlh,?`P- '4X - (SEE: 50,kDuu: O.- - ., qE114'!_ lljlAtw#lflo74 I 1, , �1 win', I '.. sHEETs a T.*D" 9) AMSH&U 11.� "11 911I 11112=1114111 __ =am, rM - WGIE DISTANCE (SEE SCHEDULE ON — SHEETS 8 & 9) I — TOP & BOTTOM MOLINTIWS CAN BE COMBINED IN ANY WAY TO SUIT ANY 'Ins�IA-_11ON , , "IMNILrawl _I4Q_2ft-V= -3 0. MATERAL CHARACTERISTICS AND, SPECIFICABOR6 Shall bestrictly in accordance with General Notes and Components indicated on sheet 1, 2and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, oflProduct Evaluation Dowimont (P,E.D,). drawing No. 20-176, 1 7_1LIM17117ATIONS AND CONDITION$ -Of USL, 7.1. Shall be strictly In compliance with General Notes No. III 8 thru 14, indicated an sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indiCated on sheet 21 of 26 of Product Evaluation Document (P.E. 0.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr,, P.E. 7.2. Product MayI be installed within HIGH VELOCITY HURRICANEZONES as defined on secton 1620.2 of the Florida Building Code, 7.3. Product shal I only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tilift, Jr�,. RE, (Florida License I N6.44167), President of Tiltew, Inc. (Florida CA-0006719). VVAT`,1L � D�� TiLTECCLAOMCIN RECORDS I P. E. REPOR'17_20 I G LORAL PROTECTION PRODUCTS. LLC % 20 SAGE GAILVANIZIED 5 TE:Ei. STORM PANEU DRM # MVS � REPORT 0 20-0728JOI - /_1 I.-,— - ___ X L E - - CO IN I TILLIT TESTING & ENGINEERING COMPANY - _______ I . - . -.---- WALTFRA, nl,!JX J&, RE, filtew@,w),com PROIDUCT EVALUATION REPORT 71�75'1,kN.� 4414P ,L7A. �.N.AWi9 RtPORTINO.� 20-0727.02 PATE: July 27, 2020 PRODUCT CATEGORY. Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products,LW 4800 S.W. 51 Street Davie. Florida 3MI4 1, PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by"Weltor & T1111t, Jr., P.E. (System 10 4 1906) to the Global Protection Products, LLC, Rule Chapter No. SIG21I-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in arcordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at.least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: N DOCW&N14]P_.EQ)4 Drawing No, 20-17S, titled "24 GAGE GALVANIZED STEEL STORM PANELF, sheets 1 thru 18 of IS prepared by 1 ilteco, lnc.'� signed and sealed by Walter A. Tillit, Jr., P.E,,, dated 13712712020, This drawing is an inteq "?Ag '06'Iml, , ,�k I , Evaluation Report. v�!� ...... 1 41� ,,,, ,,',I,,� I , � Itz" �' �,I`* 11 '��_-` \ " — A' � _�EN,y, ',!I� __ � it, -'--V �� * - -_-,S_---A---_'�-- . *. ' L�� _�-.167 I. ' --:, ;-le , �, - A*L, '* ': 6.3.55N.W.36thStreet, Suite 305,,MaMi, Florida 33166 -Phone: (305) 87141*,� 6-4%, . 'e-1511 GULAR & LIFE SAFETY LT-ORM PANEL,$ (SCALEE 1/2tvl') ---,-,�,-""-----------�.,�--,.-,�-.,------ I!L195' MAL WOTH) ------- --- ----- -- - - - - -_ 7 - .. I --I----- - ----- 51W (TOTAL WVTH`_- -1-1-1-- - - - I -L . I _- ------------ - -- 12,500' (EFTE IM WIDT4 - - --,---- — -- --- - ___ - -i � ; - - __ - ____-_ �6 114"- � -_ , - _ � -, -- � - , I . �--- -- -- - - -- '62-50" - - - ,--- - - - � r I " . � ; � ^� i ,i]60- t3pol 1 i I ,� _-I.3F,__1 f- � , - 7_ - �500 I ,M. � I ; I � I r I i !,,!A, , � I I " I ,--I "iSO-1 I �* O'Dw WK THRx - 1.350*- -IV � - 7,[ 1 1, , � I , I . I , - � - �, IV � . ONLYWHIM SIM 1 A, I- I , " /_1 - ;_� I � " 11, - ASIV A-W r . F -�-I'- . � O.os- " THICK 7'��,,,`!�,. --- ! #0 --- , , , � , , . � G WMWVD _� I I �__ I ; - . 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V //V , C., I OVIr C. ----I , - I I ,� 2OW. 1.500, 1,5w. , 11 � - 11 Z,:��N_ ,_ - - , 2.12 �, <, ,z� I I � SEE I 9N, r949' SEE "I :;_1 1 003, ,I E A-1 �T� .- I W - ,� �___ r, !J 1 '4.250' - �7_ 1- 2�1� - i OCTA& I � � � '. I . DETAIL I � � a 0. 14 T5 1, , - .1� ,- I x// =, HEMME11- I- I 11 I 2 "' % I .1 I , - I 1_1m, , - , b 3 ,1 - ,_ � � R. 0. A75 � I � 7 1 125� � I i I � , I �1` 4�K -� I � LI tl�j __ . , I :P1, - _5� W-1 11, , 1 -,,,-' --t,sw �-ISOC._j — ' � I � .. , J "J/T� �_ _,�< ISOMEtRIC WIN WAL-A / L.- 2.0mr-, _ _- ..U.� - ROUNDED CORNER & 040S OF PANEL'S nra END UP W/ HDPAD ME. (�) "h"-, HEA2E (�) *T-MAUR (Z ANGLE (N�Tg) _) @� ANQLE MITT.Ii STUD @ ANOLE WITH I - - —1 VARIES KEY= STUD , I Sum, - : _=_ V_t 11,14 & 2/14 0 344' .374 ��, n T I- __ _ . ,� �,, - - � . -70MEWE `� �Dsel ,?W -- i �390 � - .Ida'- � � J101 i , � f -, I - r11 , .,-, L,�i_ ___ I - I_427 ii,�� I/l.f-M 3" SUM - I , � . IS STUD Rwm to � . �_ 4-1 - �_ ` I - � , I � .4 � 07 - -` -;`r*-"--,, P Vl- - ,2n.� I I- IT- r, '04. ; , ; --,-,, I I ..';S-, -_ I ) � ;�CLI 0 12 112 � � I - 8_1 � " � -_ - � . I � '. , I I � i 671. � , - - -, �'L I I I - , 1. " I . ! ,3W 1 0i � 5 1,31 R,M. 'BTI uiha-1 � � L Lll� 'Og3. : - qi�'. t�OI�S` I I : 1 P � �1� " � � __� - � 7,B. � I i 49i= � . . `16� 1 705? ; I., A L_A� � - ., 5 _W. i--- i __J____, , I , � EYM PANEL 01VILAV, I - W. 1065, t . : - F___1___j i - , .084, 7-000' (�) KEY HOLE USHER Ri�# - 2GC0^-- --7--) : - � .00' f------. @ *r TRAPS M= (9 3Z6- 'E: 11=15 Q) ME PLATED D.636' (MM,) ' -OW - � � '4WA04140", I= STUD c GALVANIM STEEL ; " , 1.1W.4 !_ ! I -,--" _ 4 SEA, I � *., IS- LOW. /0, lq/.�,N. i - I",- [ � 49*111�*`,,' �. V, � "" �CEN4 ,%. N ,37P-O '01575'0 ; Z - . . I � I - ,iI ____J � � - - 14- I I'm : % I 3iS - - = - No. 44161 - % I � �fk_ �_� .. * **1 FLORIDA BUILDINO CODE (High Velocity Hurricane Zone) - . . �� - ______4 i* I , - Az .1 Ow- q .75., ED NICKEL -M TIMM IF- - STATE OF .:,27 .2m 'XIEM OIL, 1p I _�w .,2S_ - �-ws wflel. Null 11A. $% , " - ,,- 20 GAGE GALVANIZED STEEL S701M PANEL ORW4 fi, . 4 11 ,� 0 1 (�� KEY HOLE ,i,.. 0 " .-.-- __ I ". I GLOBAL PROTECTION PRODUCTS, U.C. "'/00A`V'E'-e`* -.-- - - =Fic -o. IN, �. - 2= - KAll'-.; AT PANE I "_�, ri - 1* ; %1; — _____ /ITL Aw SM, 5 SIRECT , nuo __W It 0 1) 2'XZ:Xl /4* ALTERNATIVELY USE WIN(F AUT W~ L I DAM- `1. W1 MONDUINK. MHUR W/ AMOCNAL I M�a K40W CW).-RIA., .19")"�Nrt 20-176 ALWONWLAHM 1 ;111"k.1/32 ? PAWNOR .... WA,WG%ATVffgAwx CA-00WHI . .; " 1`11Z I Fli�11_1 M11M 2 W n - *AZ,jk t;n k� PC E. I I ------,"-- "" - INSTALLATIO DETAILS Egg REGULAR PANEULL) & dA 919M VEM FOR INUMMIM IN PaM MUM INIQ EXISTING POUREQ CONCRETE QR CONCREIE BLOCK STRUCTURM QQN= am QR sm i WU1.*111r*41.*"DM"T.1 I�LWI COMORETE �- * VAUD EM FULLAR, WE SM AND E=Z H49 MM NR 2M =,.�E� .�", I gu::Trm,"�d , � ,,�� MIN"` � I � � , SCHEDULE 10 SHEET a 6, 4) SNEEB� I " ` -1 ., -AA , I. - - - , I t . '4' * 1, , [ 46 , - . to , i 1'1�� I - t��.A Li,i,a. I � . _ -_ - - - -_ I! ,�,, - __� . HOWS v "I -I IJ I I , � a--_ I - - �11� � I , rXISIVA; POLM, I � L � T11, � T� I 0. �`,�� __ � j ,� 2&*M I I , I r�- I- I I%'% 0,* AN I.= i OMICRETE 1 1 1 i , FRO I ) ", 1 i I , ('�) , rw - - 11-1-0 , " th"IMIL. � xS 11 I ( i - �, .. = , I FID: 1� : . -i � 4P ; 03 — I � - I 1 �� i FiD, I 1 I , , - I I. i. - I L-q)-% . I - I , � -1 - - - - t Ii. � -1, � I I . I I I i,l,.,,S��,��-, , : "' _,��:!�, , .... -1 I I I �, I I t � W ... , I IIIIIIS I ; ,.,I I . %HL , r I I � Y_ :L41i�LL ! I EX=14 POURED I i iii — jr- � It, - -,- - , .1 - 7 � CONCRM OR ___ I I - 5i =I.&-- . - , I -MI CONCRM swex � �L : � i A t - cl� . / � ,_;_ I- _� REQUIRIED. I , , 0 '� 1, / 1 1 v !tt I I � - I ow --t. I I I i N I, t�; I.-." , I I I : *V � WA-. PA .r1W .10 1_1_1 - ,,� 1111111- _1 - � --..--. � 71114- I - I Q" 1,I,AAR -- .. 11111-1111111 - .1 � �:��"' , - 'ILI , �r - I � t I ) I 4-44nnw t I 1 = At a M-11 1i; -2 I/r or I i -� SEC"AIN, A W41 T MA, W-1 I � I �, - I I i --,- I ., ,,, - 1 , "' 1A_r*ffI= = " �, __ �_ --I ___ 1".. � I , , I . — 1111V IV" , , IWAIA. "Et �- I I i ti , � ,V - � =r. ., I. - i IIA 4' �_' I,- SHIM' I - 1 --� �__:%_ I .- (1� d 119- . I , "MEA"ItATCAI ,L) I L.. 4 " wa W ; i I i . I: UP. I,, _J I I Ii I =I- i � - I, , X . j R51 -. ../4 __�/ - Ile, �11,',,,',, i I i � — 7,-�, - I'll, 11 "I � I'll I MX I'V/2-ILC j i �I � I'll � ", I I I ;1 — 11-0/- It I i ;1 ,, I I , _;�_ N", L I T 41 1. , i I 1�_J ; � I � � I EXISIRM4 ED � Eb- :�, � - , F.0V14__= 0. � r � c ,,� COWAtm L � "' i " --i � I 1 CAIEA4PON) CONCRETE I , � I t.b. ". ff I REOUIFZD I i 1 "ISTIM POURED, . "". = 0 (PLAN) I I i COW -am OR I - — - I � ii ______ -_ I SCALE: 3/16-1 CONCRETE BLOCK , � I - I I .., . -__t _227V * - .., � ; RECCOP&6 - 1/2 ,�_ X M I ___ =____!b. `APIPAI - =1 I,.:---, , � ." I - .W 1.�, . ________ - � 9. 1� `,MN`WA 116 1 CAUtc- PA � - ", � lt�l _'I 1�� 4 =I?- I16-0 , : IINII0,AII, . = ,.iWA FEMALE ", A, 1� I -, __ ',�i:�, -"',--_" == ! M.— I CaNcREM A 11- i I , -L - - .. - I PKLUS I 11 I= SCHED, ,�,,: � I I I t 0) ','4" S&SOTV ON I WA6 INOUNICING (0.110 SWM a THROUCH - BUILD Oka MOWING c ,,, , , SECTIZINS-5-A I � IM \ ,J, / ", F7!"". E4ALE: ,;I/S.I. __4VA. - so, - � _ W?/ F1 =%=�" *,--/' "` - ; =:0--we Note A '__11)GE OF EXISTING * NEW I' WIDE A VARIES . 1,907 1 ". ' EDGE: OWANM � 0 W@ - 00I,A IV, be .".., 6PF 1 J,4WNG THICK ALUM. TUBE OR I' A _ (SEE SCHEDULE �N - - , I I -_ - '�� - , I - I Q%VNN) I . � � I � Z ...... %ne'I P.T Y400 PLATE SPACER �� . � . ! , _(D L, SHEETS 8 & 9, I : 7' 1� * NEW I' WIDE I VARIES. 1/8" " � I I I-,, __7" &w. TUBE OR 11 X VARIES . . � I , I T I ,P,T WOOD PLATE SPACER �11 � I TOP & BOTTOM MOU14TINGS CAN BE I A f "AID TRAM I 6 ��,�, I� �j I r (pow � Xl* � .r � � C0448INED IN ANY WAY TO SOT ANY I I= TW , i INSTALLATION, "I'll SCALE 3/1 1-i I a 41 .. I .LRACK Co,tt, ,,,� ... I'll, 7 _4_1� 5 UGH 16 � 11 L I , ..... � . , !�._��, I -AnJI , I "Y � -MM,w,MxItupw Ise. E ... -I F_� �� No , , . -.I--,- FLORIDA BUILDING CODE (High valocay HAU cone Zone) - WIC"M ANC-M - r - Met Wwow ,G)" W K A - X%_-=, , In- - I Wft 0 4111" `-, I .1 ., 1 om wem. M FA �. - " 11 - 2D CAM GALVANIZED STEEL, STORM PANEL , a M. . M.X% MOZWT, = . I = MOW" E** . Z C__ X� si�ft�� = " * - . W/M/wn S.C.. *4 *__i �'____��, , BAL PROTECTION PRODUCTS, U.C. PATID DETAIL FOR 261MRS REQUIRED Al TOP Olt S, "P ,- 0 , * _ GLO I 1 4 11LIECOtiet. 4M ILVI. 51 STREET , . , I FI. 33514 k, 04:-.. , - WIV4 ==01=1101% Pt"r- Do"It" 20-176 07TOM MMOM-A"M TO M=4= RAN ,,,,,, Fi . al..", I , - � I.." t. FA% PIA, I0, W . FA� 06AWNW-6te? ... REJUTE ". - — I mi IXM~ N.,.. I WALTER A-Z, Z I I � FLOVA � _� Pit 5#11k 1 � � I . I "%;I;=- Y-OWA-1 92 I A I PRODUC f EVALLATION RBI!ORT NO, 10-0727�02 2 - I ___ Large missile impact load tests were performed under SSTD 12-913 standard as per section 1600.1.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTM E-33D. Test reports prepared Ioy American Testing - , , Lab of South Florida, Report # 0814.01�01 dated 03/1 V02 witnessed by William R. Mohner, P.E.. Bortz Moroz, P.E, and Henry Hattem, P,E. and Report No. 02i 9-01 -69. dated February 25, 2000, signed and sealed by'Edmundo Largaespecla, P * E_ and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAB 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared byAmencan Testing Lab ofSouth Florida, Report No. 1123.01-10, dated Navember23,2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. BCM-198 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P,E, as pe'rASTM 5-8 and Tensile Test as per 00 Metallurgical Report No. 1 OKM-1 318, dated December 1, 201 0 signed and sealed by Jerry Jaclofano, P.E. as per ASTM E-B. 2.3. STRUCTURAL,ENGINEEPJNG CALQWA,A1&NS, On 24 Gage Galvanized Steel Siorm Panel for maximum panel length vs. design wind load, as well as maximum ahchar,spacing vs. design wind load and panel length based on rational and comparative analysis, arid in accordance with section 1004 of the Florida Building Code, Calculations prepared by T11teco, Inc., dated 12/16110 and 08/27113 (for this revision), signed and sealed by Walter A, 71111t, Jr,, P-E, 3. MI§ SILE IMPACT RESIST - ANICIS. Large missile impact under section 1009.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAB 201. 4. WND LOADS RESISTANCE- 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-17& Maximum AnrbOT Spacing shall be as indicated on sheets 5, a, 10, 11, 13 thru 116 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steal Storm Panel has been yeriflod for code compliance to work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard. P T .0111 (11. r- .. I � . ,,.- 6-INSTALLAITION: ��__ I:Z Installation shall be performed strictly in accordance with details i4cated on 13 :_:-:11 sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), r_ drawing No, 20-175. Minimum separation to glass shall be as indicated on 0 sheets 3, 6,13,14,15, 16 and 18 of 18, of Product Evaluation DccumQ6':F_i (P.E-D.), drawing No. 20-175. . co -0 , W 0 X__ (z) ;", ,,, 1 C2- C- C�) _% MATERIAL GRARACTERIS130 AND SPECIFICATIONS- It -1 % Shall be Strictly in accordance with General Notes and Components 1n06teTCirT0_ � - sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), Ing !.*I 7; cc�,14 .-r- 20-175. 0 -0 cp .!!! I fW C4 'e- I , f co W CP Anchor Specifications shall be as Indicated on sheet I o 1, f Pr uc:F c-L. -�r,- c: Evaluation Document (P.E.Q._), drawing No. 20-17i .S S,-.. ,�2 �- C; �_- co 0, to Cle- 3� - � 3; " -0 LAIMITAT-10-K to W ,J W ::3 .5; C-- CP , W CO -.7- - CS:: *.:'I -0 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14,1 ed - C.%- on Shea I I 1 - 'of 18 of Product Evaluation Document P.E.D.), drawing � 20-175 40 V_ prepared by Tilteco, Inc. andsi I I I � T11111t, Jr., � F § 0 Igned aric alter A. T11111t, Jr., P - 06. 1� 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES �� as defined on section 1620.2 ofthe Florida Building Code. 7.3. Product shall only be installecl into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. 71111t, Jr., PIE, (Florida License No. 4067), President of Tifteco. Inc. (Florida CA-000671-9). - � 1/4,, 2/4, 3/4, 4/4,. 5/5, 7/5. I,IW/10, 2W/10, 3W/10, 4W/10. +6/5 _S' -__ --.__ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS a & I? ,----- �- _____ .11 MAX- . I' ANN, FOR WOOD SEE SECTIONS ON SHEETS 10 At 11 � I* WIN. � I I r — 1 6 0 1 a 6 � — — . --- tw.�(J)� (�), 1"', , ---"-,----,, ,_ r , , -, -� L19 + V _fF_ -----i- -r--T---7- r,-F- Ir-___T__1 --- -- -- !--T-'r---`I--� -1--� --- rT _ I , I I I � T I I I I I -, I I r � ........... I ----- r, ,.' L � I I ! I I � ___+_1_ +_--1t , I , 1 F ? -7- i I � - , I � I , I I I I I C4 1�. (�)+@. (�) I I t i I . � _� 4 � i i I , I L I I � Y - 1 I 1. � I I � 7 I ! i , ,- I I I I i I i I I ! I I ! I I i I a I 1 I � I I,, I i � ;; .. I I I : . . I � 1 , . : I i I ! I I I . I I � . I I I I I . � ! 'I j I I I ; 1 I i �� I I � I I t I I I � ,i ! I a; I I . � i � I . I I I EQ I It _1__._!__L_._J__._! ,,',�1_1_ — __�___ -,-- ; � ---.-..-i --- � _.J - I - L_ I I - --- - Z - I— ___I__I ! 6 , - � - ,I4 __ - 11 _ 1 � - " :----,-, , ___ , , ___._ I - - ___ , _� __ __ I �� _T T� , I i � - T ; i i V , F _T_ i --- I 1 � I J !� I � r I � � 1 'I __I -,- 14 ` ; . 1 I i 1 411,111-1 _:� I I � I I 1 1 1 ! .1 I I � i I I I - 1_4 ---- - -- " , 4 _1 - - I i I I � ___ � I . - 1 1 �A ,q�v I � 1 , I ,.,,.,,,I-- i , + - , ; I � I � I I I I i i I � I , : i 1 1 1,& ", 1, _1 - , _i_'_,_ -I--.,----- I I - � 'I 1 I t I .-T � � [UNBOLTED PANELS 1 � v - �� I i i ! i I 1 - _5 W/ 1/40-20.1' ; i(SEE SECTIONS AS '5 1 � 1 iK. hiS. BOLT W/ �/S' X 3/32* 1 I, � . I - I APPLICABLE) ! I . i . I I 1, ikAGNUIS 0 EA. OVETJAP I � i I I I I ,I ; 1 , I � � 6 , I i � I I 1 (SEE SECTION' AS APPUCABLE) i � ! i . � .11, - , , - - , - - 1 -_ - --- -- _ - � § Ll- 'Ir J - - ____ I - � - - __ - ___ - 1 L 1 ,,, I 1 , i 1 I 11 I r r I . k I EQ i I I I --'---I- - _T] _T_1__ - - - __ _5 '-'------T -I- -_ '_ -_ _7 I - I I i 1 I I � I �? ,� 1 ! I 11 1 ; I " � I � , I I i . i � I I i . 1 i 1, I 1 1 1 ! 1 1 ; 1 1 1 1 t A I I , I ; 1 1 1 1 ." I I I 1 ,'I 1 1 1 � - ' I � � � � I I 1 I I I I I i I ; I I t, r L_ 7�i; [ i - I i ! � D.MJ9.@IG)+ __ __ i, _� _-1-- , -t--� - - '�', , I; T 1 I(C 1 a I &I I a 1 lwl 1 , @+T1(�)`_@- 0 ,, L; , i " 4 I 1.1 L" i 1 . , - I' WIN � 1/4, 2/4, 3/4, 4/4. 5/5. 7/5, I. MIN, - I 1W/10, 2W/10. 3W/10. 4W110. r D/S Sw/1% sw/1 I & 7W/1 1 �_ y MAX , . � '14M� FOR CONCRETE SEE SCHEDULE ON SHMS 8 At Q_ �____ _.,__,_________ANC FCA WOOD SEE SECTIONS OR SHEETS 10 & , I - __ - ___ ___ __ REQULAR_ STORM PANELS (-1) & 9 ELEVATION NA.S. 2.67' 1/4" Mox. GAP (MIN. OVERLAP -1 IMIOUE VALUEYJ ,-A I - � ___ ___ - -, = __ " ,� 7 ,��' r - _____ , ,�" - - - L_ - \ \ - ,�A�� _ , i �'�l kku , ) I . N I . .,;....; W... ..� FLORIDA BUILDING CODE (High Vaiocity MW it:une Zonafl f6) I .1 %&F S, -. J� � TUM. W. - 1P � .' itio 44167 '. 1 20 GAGE GALVANIZED STEEL 'STORM PANEL I ~8Y - -_ SECTION A -Al *'. * - ; — � ATE��:� �-,_= GLOBAL PROTECTION PRODUCTS, LLC. " 'lum, KT.S. !F .0, . A � Ll i —6. � .W s1w, 61 STRUT �P% -C, Z. � * ,-- _=�V�kF� �g .� , .. , ,,_ ---o-- oRib T-v - - - ANY - . . �j , - , ree-W;W, eN,, ('"Aft..'m 20-175 �e, . cr... ==, P. (w �%�% _... , � OIFW.11-1a� -CIAN-4.70 -aw-.1 -_vw.� t - I - I I '91,11",�.11111*1.".-�*&-Ii--,Alr WAL 04-OW6719 F I - _-!�Nll 0L& nun &. R �� , WWI Wn — ft�_IWZ I I IMAUATION QEIAIU FOR REQUAR PANELS3 A (D INTO EXIaIING POUR_E0 r,ONCRETE OR 99NOEIE B=K STRUCTURES- --- POO CONCRETE _ _?RED CONCRETE ___T_� � 0 ! R ; r BLOCK � REQUIRED I REOUM � WOUM � � I I ''rRM ANCHM I SEE i 1--L'Ir' i .-, ANC17M i t RAWKNIF ON .DE SGNC= ME I:= I �, .) I � SAM 2) i I i t � I I SHUT 9) � I � , ", � I . �� I I , ; � -i%,", � ,�,i�,, � I _._� __ - - - 11 I - r, I , �� ------- � _____ - , I 1�� _ -_ i - � - C -) I --- 1E -I I X I I I i I =� g, " _:4$ �_ I I : t -,,.. 1 ; � : t : ,:, , I � I , :: -�.,� � I ".. � I i ,�,,, � 1 � JD, - " ; , �� ; . I � _ ',,,�� : li� � I I ; I � I - ; , I . , I t , C-0. `�� I _. . . I ,� i I I , � � ., , .. -1 I i __(3 ! - � � - a) I � , ; I -0 � 'I., I I i I � �_� I ; I � , : 2�, �,��, : I I . , ', �, ',',.'�j"� I i I : , : ", � I - I --- - 1 � ��, ; � I I I i I � ; � i I 1 w.,g I � I I I 2 I - -murmw � 1 .M"w I OcUes, � I - � I 1 P - I . I I I. ,tsr� , r- Tom wic,AAI , � la I 1 X I . —) i I � I I I . �_ I- __ - , - I I A I I �� I , I ! - 9. I - - - - I , ; h! � -4�--:- 8" I - .1 __ - ., 9 !I/- I � . -I ! _� I - � ,jr-20." � " I i- -, i ,� ,=L.,.1 -_ , � ,;,..=.,, I � ��, , !:,-,,n.",5,.*-/,:�', - I C1 L-, io ,WVI' I 41 :MV,LAF. fy � jomw, �_' ___ - , . iallil�wl_w I—, 3 .3t.j* �,___ I_ - � I I ,I � I q . � , i i - I____ " . - _. ' 1. 11.11-1- --I, , 71,71" , Al _ , I - - 1�= , --I'-..- -1-11-- , ', �- -. 1 L '- I ---- � _�__A,:, .1 - ------ � , ,� �I! r � . _ ; I � I -, - - , 1 9 A k . g i F I I II - I I � � I � I ! t � II I � I WX I . I I 0 . 420*11 150% � W"J, &-� I 3 F 'L' =I� � I I , i � f.3 OF "C � I MAX I ! : i _., .'� I . i rrt i �'�-, ,,, "': , ,, � ,;,,, A, , 1'.-1 ."i �,� PAX I - ,q � � I 11 'I; ! , I . - " " ! ! I - . ". . I . . , . : - T , I ill, I" 4 I � 7/6*3/32, 1 �',, 1 1 i , : - (I I �, . ' EL I:` t . - rp �1 ,�,_ - � .", L i I 0 E,x 0. �1 � E.� � : . I � _' � a It : i ,� I 1:1 � _ , - PFW . I . I I IX 01, I I � i , . i , , - I � � I I I .� D ; � . L_E7E -. � 1 500- � I i , , J � , ,� I -,-,- _ I - 4 ""', � � I i ,� " I L-E .1 : , � [�_ � - - - I � , Ll WIN. , , - I � 114*#2CA3V`4' S.S. BOLT I ", ____ i ,� - __ - ) 4 � � i ,� � � ", ___r7 - 1/4 1 1 ,", � ', 't - � : So/ 7/r 3 V* ; I I , I "; � � I : � � 12 IIA2/D,C, XRNG NUT . I I CONCRETE ANV,01* ; ; , � z I I - =EQUIAC 04 L ! ! OCAORM ANCHORS � - 'EGNGRCE ANC4ORS StAaGERED � � I ISM SCHED" ON :/ FM(SEE SCHOULE ON r I I I SHEET 9) I - MRW C= OR N - w_____QMTt09LC0KCKM ON 9EQU19M Z= OR ROXIOND ABOUIRED DIRECT 20 WALL NOUNTING PIUM AN , _ _Q WALL I PUNTING DIREQ1 MQVISI)JO INSTALLARON V=N I 2 3 I* SCALE 4/6-1, 5011:�Alwlh._ - FLO, - EDGE DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MCUNTIINGS CAN BE SHEET 9) COMBINED IN ANY W& TO SLUT ANY INSTALLATION. __ I - ----- ___ ANCHI FOR CONCRETE SK SCHEDULE ON SHEET 5, __ ___ � _ , 13 Mo� 7 e7* ..; - I '_!A11 iMN O"'LAP-tiW401, '" _.*,tt Oe� *a wo " 't, -1-a (1) (1) C_ U) —W (3) -"—& 0 > r- 2 0 N =3 L_ _0 a) 0_ = a) 0_ o 2 = CU -0 0- . .a_" 0 a) 0 — CD -= a) -0 0 0 -0 0 .— = 0 L_ " W C= = .0 U_ ?9: Lr,- ,,- CU CU 0 CU 0 > - Ln -0 E a) 0 Cn " &_ a) -6--a 0- (n CU CX _= CU -.02 4-.0 — F —0 . 1= (0 < 0! 4 Z Z W mi U) _i._,,, " (2) (D cc'—) _4__J W 40 M =3 > 0 L_ 0— C/) CL < -0-0 0 a) =3 C- -0 0 CIO L_ 0- 0 (i) U) L. M " cn =3 LLJ n < Z Z < _J 0- SHEET NO. SH 1,0I 1, PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by"Weltor & T1111t, Jr., P.E. (System 10 4 1906) to the Global Protection Products, LLC, Rule Chapter No. SIG21I-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in arcordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at.least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: N DOCW&N14]P_.EQ)4 Drawing No, 20-17S, titled "24 GAGE GALVANIZED STEEL STORM PANELF, sheets 1 thru 18 of IS prepared by 1 ilteco, lnc.'� signed and sealed by Walter A. Tillit, Jr., P.E,,, dated 13712712020, This drawing is an inteq "?Ag '06'Iml, , ,�k I , Evaluation Report. v�!� ...... 1 41� ,,,, ,,',I,,� I , � Itz" �' �,I`* 11 '��_-` \ " — A' � _�EN,y, ',!I� __ � it, -'--V �� * - -_-,S_---A---_'�-- . *. ' L�� _�-.167 I. ' --:, ;-le , �, - A*L, '* ': 6.3.55N.W.36thStreet, Suite 305,,MaMi, Florida 33166 -Phone: (305) 87141*,� 6-4%, . 'e-1511 GULAR & LIFE SAFETY LT-ORM PANEL,$ (SCALEE 1/2tvl') ---,-,�,-""-----------�.,�--,.-,�-.,------ I!L195' MAL WOTH) ------- --- ----- -- - - - - -_ 7 - .. I --I----- - ----- 51W (TOTAL WVTH`_- -1-1-1-- - - - I -L . I _- ------------ - -- 12,500' (EFTE IM WIDT4 - - --,---- — -- --- - ___ - -i � ; - - __ - ____-_ �6 114"- � -_ , - _ � -, -- � - , I . �--- -- -- - - -- '62-50" - - - ,--- - - - � r I " . � ; � ^� i ,i]60- t3pol 1 i I ,� _-I.3F,__1 f- � , - 7_ - �500 I ,M. � I ; I � I r I i !,,!A, , � I I " I ,--I "iSO-1 I �* O'Dw WK THRx - 1.350*- -IV � - 7,[ 1 1, , � I , I . I , - � - �, IV � . ONLYWHIM SIM 1 A, I- I , " /_1 - ;_� I � " 11, - ASIV A-W r . F -�-I'- . � O.os- " THICK 7'��,,,`!�,. --- ! #0 --- , , , � , , . � G WMWVD _� I I �__ I ; - . I /I .657 F 1 *2 i�'651 I m'zc w I , � 17� %-a- - (ALWINIM1.1 =L 'P MMAMEFB�'� i X, __ I I G-011 dkv. -, \ ASTU A,VW / _, 11 / ED ,I - -1: I i ' �� 2,obw TM , 2.Dpa- .24-,.�x , N,,.FV TYP I CPA" " MON" DEVUL A-t � " __ �t - DOAK. �_! ' i _�_ __ EDGE \ -,"',, 0-60 MV. \ EWE - IL- I \, -Gp. . 11 4816 MTAIL 4 � 48S L A . --------- I I - ------- , ---- __ .- , - - __ �_ ___ __ L_,t:::�/ I " , " RMW - , � � ------ � , � , ,3k. I I I - I ` -- - ---- 5.2SV-- -1 ��.3tw T 2MR11111-mll 0 END MRM PANEL -1 � 1 2A , _ '1_1`1 ,v� I-' I !Y, SO. I �,.,,� �, !,.,- f- " ______,_, - IIII7*1_1 T _250i -7 12�6 40M 10-.- 1-5 PAMP�-s pI?_�e_ __,�' � W , : , 1� I 1,2W i'lou, . :760. �/ , UA W/ HEMMED EDar. , -,,�_, "I - f � - � I " It a . ,� _2 125' , g-S STUD RYFIn -V �. " _e - i , _' &S. WW NN, - � I lw� I I I I 3�""I` 0 � .- - . 2w, 1 I I ! I to ANCLE 0 TO AM= I - , -Z 1_"��_ I I I -1 ,� - PK�, - �__ __ , - ,_,�� to.... L-LM I ! � .i I . 1 12 . 112, Ilt I Iz 'Ir O:C. - . 3,4n. . i .0t$1 - I —I. V //V , C., I OVIr C. ----I , - I I ,� 2OW. 1.500, 1,5w. , 11 � - 11 Z,:��N_ ,_ - - , 2.12 �, <, ,z� I I � SEE I 9N, r949' SEE "I :;_1 1 003, ,I E A-1 �T� .- I W - ,� �___ r, !J 1 '4.250' - �7_ 1- 2�1� - i OCTA& I � � � '. I . DETAIL I � � a 0. 14 T5 1, , - .1� ,- I x// =, HEMME11- I- I 11 I 2 "' % I .1 I , - I 1_1m, , - , b 3 ,1 - ,_ � � R. 0. A75 � I � 7 1 125� � I i I � , I �1` 4�K -� I � LI tl�j __ . , I :P1, - _5� W-1 11, , 1 -,,,-' --t,sw �-ISOC._j — ' � I � .. , J "J/T� �_ _,�< ISOMEtRIC WIN WAL-A / L.- 2.0mr-, _ _- ..U.� - ROUNDED CORNER & 040S OF PANEL'S nra END UP W/ HDPAD ME. (�) "h"-, HEA2E (�) *T-MAUR (Z ANGLE (N�Tg) _) @� ANQLE MITT.Ii STUD @ ANOLE WITH I - - —1 VARIES KEY= STUD , I Sum, - : _=_ V_t 11,14 & 2/14 0 344' .374 ��, n T I- __ _ . ,� �,, - - � . -70MEWE `� �Dsel ,?W -- i �390 � - .Ida'- � � J101 i , � f -, I - r11 , .,-, L,�i_ ___ I - I_427 ii,�� I/l.f-M 3" SUM - I , � . IS STUD Rwm to � . �_ 4-1 - �_ ` I - � , I � .4 � 07 - -` -;`r*-"--,, P Vl- - ,2n.� I I- IT- r, '04. ; , ; --,-,, I I ..';S-, -_ I ) � ;�CLI 0 12 112 � � I - 8_1 � " � -_ - � . I � '. , I I � i 671. � , - - -, �'L I I I - , 1. " I . ! ,3W 1 0i � 5 1,31 R,M. 'BTI uiha-1 � � L Lll� 'Og3. : - qi�'. t�OI�S` I I : 1 P � �1� " � � __� - � 7,B. � I i 49i= � . . `16� 1 705? ; I., A L_A� � - ., 5 _W. i--- i __J____, , I , � EYM PANEL 01VILAV, I - W. 1065, t . : - F___1___j i - , .084, 7-000' (�) KEY HOLE USHER Ri�# - 2GC0^-- --7--) : - � .00' f------. @ *r TRAPS M= (9 3Z6- 'E: 11=15 Q) ME PLATED D.636' (MM,) ' -OW - � � '4WA04140", I= STUD c GALVANIM STEEL ; " , 1.1W.4 !_ ! I -,--" _ 4 SEA, I � *., IS- LOW. /0, lq/.�,N. i - I",- [ � 49*111�*`,,' �. V, � "" �CEN4 ,%. N ,37P-O '01575'0 ; Z - . . I � I - ,iI ____J � � - - 14- I I'm : % I 3iS - - = - No. 44161 - % I � �fk_ �_� .. * **1 FLORIDA BUILDINO CODE (High Velocity Hurricane Zone) - . . �� - ______4 i* I , - Az .1 Ow- q .75., ED NICKEL -M TIMM IF- - STATE OF .:,27 .2m 'XIEM OIL, 1p I _�w .,2S_ - �-ws wflel. Null 11A. $% , " - ,,- 20 GAGE GALVANIZED STEEL S701M PANEL ORW4 fi, . 4 11 ,� 0 1 (�� KEY HOLE ,i,.. 0 " .-.-- __ I ". I GLOBAL PROTECTION PRODUCTS, U.C. "'/00A`V'E'-e`* -.-- - - =Fic -o. IN, �. - 2= - KAll'-.; AT PANE I "_�, ri - 1* ; %1; — _____ /ITL Aw SM, 5 SIRECT , nuo __W It 0 1) 2'XZ:Xl /4* ALTERNATIVELY USE WIN(F AUT W~ L I DAM- `1. W1 MONDUINK. MHUR W/ AMOCNAL I M�a K40W CW).-RIA., .19")"�Nrt 20-176 ALWONWLAHM 1 ;111"k.1/32 ? PAWNOR .... WA,WG%ATVffgAwx CA-00WHI . .; " 1`11Z I Fli�11_1 M11M 2 W n - *AZ,jk t;n k� PC E. I I ------,"-- "" - INSTALLATIO DETAILS Egg REGULAR PANEULL) & dA 919M VEM FOR INUMMIM IN PaM MUM INIQ EXISTING POUREQ CONCRETE QR CONCREIE BLOCK STRUCTURM QQN= am QR sm i WU1.*111r*41.*"DM"T.1 I�LWI COMORETE �- * VAUD EM FULLAR, WE SM AND E=Z H49 MM NR 2M =,.�E� .�", I gu::Trm,"�d , � ,,�� MIN"` � I � � , SCHEDULE 10 SHEET a 6, 4) SNEEB� I " ` -1 ., -AA , I. - - - , I t . '4' * 1, , [ 46 , - . to , i 1'1�� I - t��.A Li,i,a. I � . _ -_ - - - -_ I! ,�,, - __� . HOWS v "I -I IJ I I , � a--_ I - - �11� � I , rXISIVA; POLM, I � L � T11, � T� I 0. �`,�� __ � j ,� 2&*M I I , I r�- I- I I%'% 0,* AN I.= i OMICRETE 1 1 1 i , FRO I ) ", 1 i I , ('�) , rw - - 11-1-0 , " th"IMIL. � xS 11 I ( i - �, .. = , I FID: 1� : . -i � 4P ; 03 — I � - I 1 �� i FiD, I 1 I , , - I I. i. - I L-q)-% . I - I , � -1 - - - - t Ii. � -1, � I I . I I I i,l,.,,S��,��-, , : "' _,��:!�, , .... -1 I I I �, I I t � W ... , I IIIIIIS I ; ,.,I I . %HL , r I I � Y_ :L41i�LL ! I EX=14 POURED I i iii — jr- � It, - -,- - , .1 - 7 � CONCRM OR ___ I I - 5i =I.&-- . - , I -MI CONCRM swex � �L : � i A t - cl� . / � ,_;_ I- _� REQUIRIED. I , , 0 '� 1, / 1 1 v !tt I I � - I ow --t. I I I i N I, t�; I.-." , I I I : *V � WA-. PA .r1W .10 1_1_1 - ,,� 1111111- _1 - � --..--. � 71114- I - I Q" 1,I,AAR -- .. 11111-1111111 - .1 � �:��"' , - 'ILI , �r - I � t I ) I 4-44nnw t I 1 = At a M-11 1i; -2 I/r or I i -� SEC"AIN, A W41 T MA, W-1 I � I �, - I I i --,- I ., ,,, - 1 , "' 1A_r*ffI= = " �, __ �_ --I ___ 1".. � I , , I . — 1111V IV" , , IWAIA. "Et �- I I i ti , � ,V - � =r. ., I. - i IIA 4' �_' I,- SHIM' I - 1 --� �__:%_ I .- (1� d 119- . I , "MEA"ItATCAI ,L) I L.. 4 " wa W ; i I i . I: UP. I,, _J I I Ii I =I- i � - I, , X . j R51 -. ../4 __�/ - Ile, �11,',,,',, i I i � — 7,-�, - I'll, 11 "I � I'll I MX I'V/2-ILC j i �I � I'll � ", I I I ;1 — 11-0/- It I i ;1 ,, I I , _;�_ N", L I T 41 1. , i I 1�_J ; � I � � I EXISIRM4 ED � Eb- :�, � - , F.0V14__= 0. � r � c ,,� COWAtm L � "' i " --i � I 1 CAIEA4PON) CONCRETE I , � I t.b. ". ff I REOUIFZD I i 1 "ISTIM POURED, . "". = 0 (PLAN) I I i COW -am OR I - — - I � ii ______ -_ I SCALE: 3/16-1 CONCRETE BLOCK , � I - I I .., . -__t _227V * - .., � ; RECCOP&6 - 1/2 ,�_ X M I ___ =____!b. `APIPAI - =1 I,.:---, , � ." I - .W 1.�, . ________ - � 9. 1� `,MN`WA 116 1 CAUtc- PA � - ", � lt�l _'I 1�� 4 =I?- I16-0 , : IINII0,AII, . = ,.iWA FEMALE ", A, 1� I -, __ ',�i:�, -"',--_" == ! M.— I CaNcREM A 11- i I , -L - - .. - I PKLUS I 11 I= SCHED, ,�,,: � I I I t 0) ','4" S&SOTV ON I WA6 INOUNICING (0.110 SWM a THROUCH - BUILD Oka MOWING c ,,, , , SECTIZINS-5-A I � IM \ ,J, / ", F7!"". E4ALE: ,;I/S.I. __4VA. - so, - � _ W?/ F1 =%=�" *,--/' "` - ; =:0--we Note A '__11)GE OF EXISTING * NEW I' WIDE A VARIES . 1,907 1 ". ' EDGE: OWANM � 0 W@ - 00I,A IV, be .".., 6PF 1 J,4WNG THICK ALUM. TUBE OR I' A _ (SEE SCHEDULE �N - - , I I -_ - '�� - , I - I Q%VNN) I . � � I � Z ...... %ne'I P.T Y400 PLATE SPACER �� . � . ! , _(D L, SHEETS 8 & 9, I : 7' 1� * NEW I' WIDE I VARIES. 1/8" " � I I I-,, __7" &w. TUBE OR 11 X VARIES . . � I , I T I ,P,T WOOD PLATE SPACER �11 � I TOP & BOTTOM MOU14TINGS CAN BE I A f "AID TRAM I 6 ��,�, I� �j I r (pow � Xl* � .r � � C0448INED IN ANY WAY TO SOT ANY I I= TW , i INSTALLATION, "I'll SCALE 3/1 1-i I a 41 .. I .LRACK Co,tt, ,,,� ... I'll, 7 _4_1� 5 UGH 16 � 11 L I , ..... � . , !�._��, I -AnJI , I "Y � -MM,w,MxItupw Ise. E ... -I F_� �� No , , . -.I--,- FLORIDA BUILDING CODE (High valocay HAU cone Zone) - WIC"M ANC-M - r - Met Wwow ,G)" W K A - X%_-=, , In- - I Wft 0 4111" `-, I .1 ., 1 om wem. M FA �. - " 11 - 2D CAM GALVANIZED STEEL, STORM PANEL , a M. . M.X% MOZWT, = . I = MOW" E** . Z C__ X� si�ft�� = " * - . W/M/wn S.C.. *4 *__i �'____��, , BAL PROTECTION PRODUCTS, U.C. PATID DETAIL FOR 261MRS REQUIRED Al TOP Olt S, "P ,- 0 , * _ GLO I 1 4 11LIECOtiet. 4M ILVI. 51 STREET , . , I FI. 33514 k, 04:-.. , - WIV4 ==01=1101% Pt"r- Do"It" 20-176 07TOM MMOM-A"M TO M=4= RAN ,,,,,, Fi . al..", I , - � I.." t. FA% PIA, I0, W . FA� 06AWNW-6te? ... REJUTE ". - — I mi IXM~ N.,.. I WALTER A-Z, Z I I � FLOVA � _� Pit 5#11k 1 � � I . I "%;I;=- Y-OWA-1 92 I A I PRODUC f EVALLATION RBI!ORT NO, 10-0727�02 2 - I ___ Large missile impact load tests were performed under SSTD 12-913 standard as per section 1600.1.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTM E-33D. Test reports prepared Ioy American Testing - , , Lab of South Florida, Report # 0814.01�01 dated 03/1 V02 witnessed by William R. Mohner, P.E.. Bortz Moroz, P.E, and Henry Hattem, P,E. and Report No. 02i 9-01 -69. dated February 25, 2000, signed and sealed by'Edmundo Largaespecla, P * E_ and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAB 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared byAmencan Testing Lab ofSouth Florida, Report No. 1123.01-10, dated Navember23,2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. BCM-198 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P,E, as pe'rASTM 5-8 and Tensile Test as per 00 Metallurgical Report No. 1 OKM-1 318, dated December 1, 201 0 signed and sealed by Jerry Jaclofano, P.E. as per ASTM E-B. 2.3. STRUCTURAL,ENGINEEPJNG CALQWA,A1&NS, On 24 Gage Galvanized Steel Siorm Panel for maximum panel length vs. design wind load, as well as maximum ahchar,spacing vs. design wind load and panel length based on rational and comparative analysis, arid in accordance with section 1004 of the Florida Building Code, Calculations prepared by T11teco, Inc., dated 12/16110 and 08/27113 (for this revision), signed and sealed by Walter A, 71111t, Jr,, P-E, 3. MI§ SILE IMPACT RESIST - ANICIS. Large missile impact under section 1009.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAB 201. 4. WND LOADS RESISTANCE- 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-17& Maximum AnrbOT Spacing shall be as indicated on sheets 5, a, 10, 11, 13 thru 116 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steal Storm Panel has been yeriflod for code compliance to work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard. P T .0111 (11. r- .. I � . ,,.- 6-INSTALLAITION: ��__ I:Z Installation shall be performed strictly in accordance with details i4cated on 13 :_:-:11 sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), r_ drawing No, 20-175. Minimum separation to glass shall be as indicated on 0 sheets 3, 6,13,14,15, 16 and 18 of 18, of Product Evaluation DccumQ6':F_i (P.E-D.), drawing No. 20-175. . co -0 , W 0 X__ (z) ;", ,,, 1 C2- C- C�) _% MATERIAL GRARACTERIS130 AND SPECIFICATIONS- It -1 % Shall be Strictly in accordance with General Notes and Components 1n06teTCirT0_ � - sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), Ing !.*I 7; cc�,14 .-r- 20-175. 0 -0 cp .!!! I fW C4 'e- I , f co W CP Anchor Specifications shall be as Indicated on sheet I o 1, f Pr uc:F c-L. -�r,- c: Evaluation Document (P.E.Q._), drawing No. 20-17i .S S,-.. ,�2 �- C; �_- co 0, to Cle- 3� - � 3; " -0 LAIMITAT-10-K to W ,J W ::3 .5; C-- CP , W CO -.7- - CS:: *.:'I -0 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14,1 ed - C.%- on Shea I I 1 - 'of 18 of Product Evaluation Document P.E.D.), drawing � 20-175 40 V_ prepared by Tilteco, Inc. andsi I I I � T11111t, Jr., � F § 0 Igned aric alter A. T11111t, Jr., P - 06. 1� 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES �� as defined on section 1620.2 ofthe Florida Building Code. 7.3. Product shall only be installecl into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. 71111t, Jr., PIE, (Florida License No. 4067), President of Tifteco. Inc. (Florida CA-000671-9). - � 1/4,, 2/4, 3/4, 4/4,. 5/5, 7/5. I,IW/10, 2W/10, 3W/10, 4W/10. +6/5 _S' -__ --.__ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS a & I? ,----- �- _____ .11 MAX- . I' ANN, FOR WOOD SEE SECTIONS ON SHEETS 10 At 11 � I* WIN. � I I r — 1 6 0 1 a 6 � — — . --- tw.�(J)� (�), 1"', , ---"-,----,, ,_ r , , -, -� L19 + V _fF_ -----i- -r--T---7- r,-F- Ir-___T__1 --- -- -- !--T-'r---`I--� -1--� --- rT _ I , I I I � T I I I I I -, I I r � ........... I ----- r, ,.' L � I I ! I I � ___+_1_ +_--1t , I , 1 F ? -7- i I � - , I � I , I I I I I C4 1�. (�)+@. (�) I I t i I . � _� 4 � i i I , I L I I � Y - 1 I 1. � I I � 7 I ! i , ,- I I I I i I i I I ! I I ! I I i I a I 1 I � I I,, I i � ;; .. I I I : . . I � 1 , . : I i I ! I I I . I I � . I I I I I . � ! 'I j I I I ; 1 I i �� I I � I I t I I I � ,i ! I a; I I . � i � I . I I I EQ I It _1__._!__L_._J__._! ,,',�1_1_ — __�___ -,-- ; � ---.-..-i --- � _.J - I - L_ I I - --- - Z - I— ___I__I ! 6 , - � - ,I4 __ - 11 _ 1 � - " :----,-, , ___ , , ___._ I - - ___ , _� __ __ I �� _T T� , I i � - T ; i i V , F _T_ i --- I 1 � I J !� I � r I � � 1 'I __I -,- 14 ` ; . 1 I i 1 411,111-1 _:� I I � I I 1 1 1 ! .1 I I � i I I I - 1_4 ---- - -- " , 4 _1 - - I i I I � ___ � I . - 1 1 �A ,q�v I � 1 , I ,.,,.,,,I-- i , + - , ; I � I � I I I I i i I � I , : i 1 1 1,& ", 1, _1 - , _i_'_,_ -I--.,----- I I - � 'I 1 I t I .-T � � [UNBOLTED PANELS 1 � v - �� I i i ! i I 1 - _5 W/ 1/40-20.1' ; i(SEE SECTIONS AS '5 1 � 1 iK. hiS. BOLT W/ �/S' X 3/32* 1 I, � . I - I APPLICABLE) ! I . i . I I 1, ikAGNUIS 0 EA. OVETJAP I � i I I I I ,I ; 1 , I � � 6 , I i � I I 1 (SEE SECTION' AS APPUCABLE) i � ! i . � .11, - , , - - , - - 1 -_ - --- -- _ - � § Ll- 'Ir J - - ____ I - � - - __ - ___ - 1 L 1 ,,, I 1 , i 1 I 11 I r r I . k I EQ i I I I --'---I- - _T] _T_1__ - - - __ _5 '-'------T -I- -_ '_ -_ _7 I - I I i 1 I I � I �? ,� 1 ! I 11 1 ; I " � I � , I I i . i � I I i . 1 i 1, I 1 1 1 ! 1 1 ; 1 1 1 1 t A I I , I ; 1 1 1 1 ." I I I 1 ,'I 1 1 1 � - ' I � � � � I I 1 I I I I I i I ; I I t, r L_ 7�i; [ i - I i ! � D.MJ9.@IG)+ __ __ i, _� _-1-- , -t--� - - '�', , I; T 1 I(C 1 a I &I I a 1 lwl 1 , @+T1(�)`_@- 0 ,, L; , i " 4 I 1.1 L" i 1 . , - I' WIN � 1/4, 2/4, 3/4, 4/4. 5/5. 7/5, I. MIN, - I 1W/10, 2W/10. 3W/10. 4W110. r D/S Sw/1% sw/1 I & 7W/1 1 �_ y MAX , . � '14M� FOR CONCRETE SEE SCHEDULE ON SHMS 8 At Q_ �____ _.,__,_________ANC FCA WOOD SEE SECTIONS OR SHEETS 10 & , I - __ - ___ ___ __ REQULAR_ STORM PANELS (-1) & 9 ELEVATION NA.S. 2.67' 1/4" Mox. GAP (MIN. OVERLAP -1 IMIOUE VALUEYJ ,-A I - � ___ ___ - -, = __ " ,� 7 ,��' r - _____ , ,�" - - - L_ - \ \ - ,�A�� _ , i �'�l kku , ) I . N I . .,;....; W... ..� FLORIDA BUILDING CODE (High Vaiocity MW it:une Zonafl f6) I .1 %&F S, -. J� � TUM. W. - 1P � .' itio 44167 '. 1 20 GAGE GALVANIZED STEEL 'STORM PANEL I ~8Y - -_ SECTION A -Al *'. * - ; — � ATE��:� �-,_= GLOBAL PROTECTION PRODUCTS, LLC. " 'lum, KT.S. !F .0, . A � Ll i —6. � .W s1w, 61 STRUT �P% -C, Z. � * ,-- _=�V�kF� �g .� , .. , ,,_ ---o-- oRib T-v - - - ANY - . . �j , - , ree-W;W, eN,, ('"Aft..'m 20-175 �e, . cr... ==, P. (w �%�% _... , � OIFW.11-1a� -CIAN-4.70 -aw-.1 -_vw.� t - I - I I '91,11",�.11111*1.".-�*&-Ii--,Alr WAL 04-OW6719 F I - _-!�Nll 0L& nun &. R �� , WWI Wn — ft�_IWZ I I IMAUATION QEIAIU FOR REQUAR PANELS3 A (D INTO EXIaIING POUR_E0 r,ONCRETE OR 99NOEIE B=K STRUCTURES- --- POO CONCRETE _ _?RED CONCRETE ___T_� � 0 ! 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OCAORM ANCHORS � - 'EGNGRCE ANC4ORS StAaGERED � � I ISM SCHED" ON :/ FM(SEE SCHOULE ON r I I I SHEET 9) I - MRW C= OR N - w_____QMTt09LC0KCKM ON 9EQU19M Z= OR ROXIOND ABOUIRED DIRECT 20 WALL NOUNTING PIUM AN , _ _Q WALL I PUNTING DIREQ1 MQVISI)JO INSTALLARON V=N I 2 3 I* SCALE 4/6-1, 5011:�Alwlh._ - FLO, - EDGE DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MCUNTIINGS CAN BE SHEET 9) COMBINED IN ANY W& TO SLUT ANY INSTALLATION. __ I - ----- ___ ANCHI FOR CONCRETE SK SCHEDULE ON SHEET 5, __ ___ � _ , 13 Mo� 7 e7* ..; - I '_!A11 iMN O"'LAP-tiW401, '" _.*,tt Oe� *a wo " 't, -1-a (1) (1) C_ U) —W (3) -"—& 0 > r- 2 0 N =3 L_ _0 a) 0_ = a) 0_ o 2 = CU -0 0- . .a_" 0 a) 0 — CD -= a) -0 0 0 -0 0 .— = 0 L_ " W C= = .0 U_ ?9: Lr,- ,,- CU CU 0 CU 0 > - Ln -0 E a) 0 Cn " &_ a) -6--a 0- (n CU CX _= CU -.02 4-.0 — F —0 . 1= (0 < 0! 4 Z Z W mi U) _i._,,, " (2) (D cc'—) _4__J W 40 M =3 > 0 L_ 0— C/) CL < -0-0 0 a) =3 C- -0 0 CIO L_ 0- 0 (i) U) L. M " cn =3 LLJ n < Z Z < _J 0- SHEET NO. SH 1,0I ------,"-- "" - INSTALLATIO DETAILS Egg REGULAR PANEULL) & dA 919M VEM FOR INUMMIM IN PaM MUM INIQ EXISTING POUREQ CONCRETE QR CONCREIE BLOCK STRUCTURM QQN= am QR sm i WU1.*111r*41.*"DM"T.1 I�LWI COMORETE �- * VAUD EM FULLAR, WE SM AND E=Z H49 MM NR 2M =,.�E� .�", I gu::Trm,"�d , � ,,�� MIN"` � I � � , SCHEDULE 10 SHEET a 6, 4) SNEEB� I " ` -1 ., -AA , I. - - - , I t . '4' * 1, , [ 46 , - . to , i 1'1�� I - t��.A Li,i,a. I � . _ -_ - - - -_ I! ,�,, - __� . HOWS v "I -I IJ I I , � a--_ I - - �11� � I , rXISIVA; POLM, I � L � T11, � T� I 0. �`,�� __ � j ,� 2&*M I I , I r�- I- I I%'% 0,* AN I.= i OMICRETE 1 1 1 i , FRO I ) ", 1 i I , ('�) , rw - - 11-1-0 , " th"IMIL. � xS 11 I ( i - �, .. = , I FID: 1� : . -i � 4P ; 03 — I � - I 1 �� i FiD, I 1 I , , - I I. i. - I L-q)-% . I - I , � -1 - - - - t Ii. � -1, � I I . I I I i,l,.,,S��,��-, , : "' _,��:!�, , .... -1 I I I �, I I t � W ... , I IIIIIIS I ; ,.,I I . %HL , r I I � Y_ :L41i�LL ! I EX=14 POURED I i iii — jr- � It, - -,- - , .1 - 7 � CONCRM OR ___ I I - 5i =I.&-- . - , I -MI CONCRM swex � �L : � i A t - cl� . / � ,_;_ I- _� REQUIRIED. I , , 0 '� 1, / 1 1 v !tt I I � - I ow --t. I I I i N I, t�; I.-." , I I I : *V � WA-. PA .r1W .10 1_1_1 - ,,� 1111111- _1 - � --..--. � 71114- I - I Q" 1,I,AAR -- .. 11111-1111111 - .1 � �:��"' , - 'ILI , �r - I � t I ) I 4-44nnw t I 1 = At a M-11 1i; -2 I/r or I i -� SEC"AIN, A W41 T MA, W-1 I � I �, - I I i --,- I ., ,,, - 1 , "' 1A_r*ffI= = " �, __ �_ --I ___ 1".. � I , , I . — 1111V IV" , , IWAIA. "Et �- I I i ti , � ,V - � =r. ., I. - i IIA 4' �_' I,- SHIM' I - 1 --� �__:%_ I .- (1� d 119- . I , "MEA"ItATCAI ,L) I L.. 4 " wa W ; i I i . I: UP. I,, _J I I Ii I =I- i � - I, , X . j R51 -. ../4 __�/ - Ile, �11,',,,',, i I i � — 7,-�, - I'll, 11 "I � I'll I MX I'V/2-ILC j i �I � I'll � ", I I I ;1 — 11-0/- It I i ;1 ,, I I , _;�_ N", L I T 41 1. , i I 1�_J ; � I � � I EXISIRM4 ED � Eb- :�, � - , F.0V14__= 0. � r � c ,,� COWAtm L � "' i " --i � I 1 CAIEA4PON) CONCRETE I , � I t.b. ". ff I REOUIFZD I i 1 "ISTIM POURED, . "". = 0 (PLAN) I I i COW -am OR I - — - I � ii ______ -_ I SCALE: 3/16-1 CONCRETE BLOCK , � I - I I .., . -__t _227V * - .., � ; RECCOP&6 - 1/2 ,�_ X M I ___ =____!b. `APIPAI - =1 I,.:---, , � ." I - .W 1.�, . ________ - � 9. 1� `,MN`WA 116 1 CAUtc- PA � - ", � lt�l _'I 1�� 4 =I?- I16-0 , : IINII0,AII, . = ,.iWA FEMALE ", A, 1� I -, __ ',�i:�, -"',--_" == ! M.— I CaNcREM A 11- i I , -L - - .. - I PKLUS I 11 I= SCHED, ,�,,: � I I I t 0) ','4" S&SOTV ON I WA6 INOUNICING (0.110 SWM a THROUCH - BUILD Oka MOWING c ,,, , , SECTIZINS-5-A I � IM \ ,J, / ", F7!"". E4ALE: ,;I/S.I. __4VA. - so, - � _ W?/ F1 =%=�" *,--/' "` - ; =:0--we Note A '__11)GE OF EXISTING * NEW I' WIDE A VARIES . 1,907 1 ". ' EDGE: OWANM � 0 W@ - 00I,A IV, be .".., 6PF 1 J,4WNG THICK ALUM. TUBE OR I' A _ (SEE SCHEDULE �N - - , I I -_ - '�� - , I - I Q%VNN) I . � � I � Z ...... %ne'I P.T Y400 PLATE SPACER �� . � . ! , _(D L, SHEETS 8 & 9, I : 7' 1� * NEW I' WIDE I VARIES. 1/8" " � I I I-,, __7" &w. TUBE OR 11 X VARIES . . � I , I T I ,P,T WOOD PLATE SPACER �11 � I TOP & BOTTOM MOU14TINGS CAN BE I A f "AID TRAM I 6 ��,�, I� �j I r (pow � Xl* � .r � � C0448INED IN ANY WAY TO SOT ANY I I= TW , i INSTALLATION, "I'll SCALE 3/1 1-i I a 41 .. I .LRACK Co,tt, ,,,� ... I'll, 7 _4_1� 5 UGH 16 � 11 L I , ..... � . , !�._��, I -AnJI , I "Y � -MM,w,MxItupw Ise. E ... -I F_� �� No , , . -.I--,- FLORIDA BUILDING CODE (High valocay HAU cone Zone) - WIC"M ANC-M - r - Met Wwow ,G)" W K A - X%_-=, , In- - I Wft 0 4111" `-, I .1 ., 1 om wem. M FA �. - " 11 - 2D CAM GALVANIZED STEEL, STORM PANEL , a M. . M.X% MOZWT, = . I = MOW" E** . Z C__ X� si�ft�� = " * - . W/M/wn S.C.. *4 *__i �'____��, , BAL PROTECTION PRODUCTS, U.C. PATID DETAIL FOR 261MRS REQUIRED Al TOP Olt S, "P ,- 0 , * _ GLO I 1 4 11LIECOtiet. 4M ILVI. 51 STREET , . , I FI. 33514 k, 04:-.. , - WIV4 ==01=1101% Pt"r- Do"It" 20-176 07TOM MMOM-A"M TO M=4= RAN ,,,,,, Fi . al..", I , - � I.." t. FA% PIA, I0, W . FA� 06AWNW-6te? ... REJUTE ". - — I mi IXM~ N.,.. I WALTER A-Z, Z I I � FLOVA � _� Pit 5#11k 1 � � I . I "%;I;=- Y-OWA-1 92 I A I PRODUC f EVALLATION RBI!ORT NO, 10-0727�02 2 - I ___ Large missile impact load tests were performed under SSTD 12-913 standard as per section 1600.1.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTM E-33D. Test reports prepared Ioy American Testing - , , Lab of South Florida, Report # 0814.01�01 dated 03/1 V02 witnessed by William R. Mohner, P.E.. Bortz Moroz, P.E, and Henry Hattem, P,E. and Report No. 02i 9-01 -69. dated February 25, 2000, signed and sealed by'Edmundo Largaespecla, P * E_ and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAB 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared byAmencan Testing Lab ofSouth Florida, Report No. 1123.01-10, dated Navember23,2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. BCM-198 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P,E, as pe'rASTM 5-8 and Tensile Test as per 00 Metallurgical Report No. 1 OKM-1 318, dated December 1, 201 0 signed and sealed by Jerry Jaclofano, P.E. as per ASTM E-B. 2.3. STRUCTURAL,ENGINEEPJNG CALQWA,A1&NS, On 24 Gage Galvanized Steel Siorm Panel for maximum panel length vs. design wind load, as well as maximum ahchar,spacing vs. design wind load and panel length based on rational and comparative analysis, arid in accordance with section 1004 of the Florida Building Code, Calculations prepared by T11teco, Inc., dated 12/16110 and 08/27113 (for this revision), signed and sealed by Walter A, 71111t, Jr,, P-E, 3. MI§ SILE IMPACT RESIST - ANICIS. Large missile impact under section 1009.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAB 201. 4. WND LOADS RESISTANCE- 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-17& Maximum AnrbOT Spacing shall be as indicated on sheets 5, a, 10, 11, 13 thru 116 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steal Storm Panel has been yeriflod for code compliance to work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard. P T .0111 (11. r- .. I � . ,,.- 6-INSTALLAITION: ��__ I:Z Installation shall be performed strictly in accordance with details i4cated on 13 :_:-:11 sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), r_ drawing No, 20-175. Minimum separation to glass shall be as indicated on 0 sheets 3, 6,13,14,15, 16 and 18 of 18, of Product Evaluation DccumQ6':F_i (P.E-D.), drawing No. 20-175. . co -0 , W 0 X__ (z) ;", ,,, 1 C2- C- C�) _% MATERIAL GRARACTERIS130 AND SPECIFICATIONS- It -1 % Shall be Strictly in accordance with General Notes and Components 1n06teTCirT0_ � - sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), Ing !.*I 7; cc�,14 .-r- 20-175. 0 -0 cp .!!! I fW C4 'e- I , f co W CP Anchor Specifications shall be as Indicated on sheet I o 1, f Pr uc:F c-L. -�r,- c: Evaluation Document (P.E.Q._), drawing No. 20-17i .S S,-.. ,�2 �- C; �_- co 0, to Cle- 3� - � 3; " -0 LAIMITAT-10-K to W ,J W ::3 .5; C-- CP , W CO -.7- - CS:: *.:'I -0 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14,1 ed - C.%- on Shea I I 1 - 'of 18 of Product Evaluation Document P.E.D.), drawing � 20-175 40 V_ prepared by Tilteco, Inc. andsi I I I � T11111t, Jr., � F § 0 Igned aric alter A. T11111t, Jr., P - 06. 1� 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES �� as defined on section 1620.2 ofthe Florida Building Code. 7.3. Product shall only be installecl into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. 71111t, Jr., PIE, (Florida License No. 4067), President of Tifteco. Inc. (Florida CA-000671-9). - � 1/4,, 2/4, 3/4, 4/4,. 5/5, 7/5. I,IW/10, 2W/10, 3W/10, 4W/10. +6/5 _S' -__ --.__ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS a & I? ,----- �- _____ .11 MAX- . I' ANN, FOR WOOD SEE SECTIONS ON SHEETS 10 At 11 � I* WIN. � I I r — 1 6 0 1 a 6 � — — . --- tw.�(J)� (�), 1"', , ---"-,----,, ,_ r , , -, -� L19 + V _fF_ -----i- -r--T---7- r,-F- Ir-___T__1 --- -- -- !--T-'r---`I--� -1--� --- rT _ I , I I I � T I I I I I -, I I r � ........... I ----- r, ,.' L � I I ! I I � ___+_1_ +_--1t , I , 1 F ? -7- i I � - , I � I , I I I I I C4 1�. (�)+@. (�) I I t i I . � _� 4 � i i I , I L I I � Y - 1 I 1. � I I � 7 I ! i , ,- I I I I i I i I I ! I I ! I I i I a I 1 I � I I,, I i � ;; .. I I I : . . I � 1 , . : I i I ! I I I . I I � . I I I I I . � ! 'I j I I I ; 1 I i �� I I � I I t I I I � ,i ! I a; I I . � i � I . I I I EQ I It _1__._!__L_._J__._! ,,',�1_1_ — __�___ -,-- ; � ---.-..-i --- � _.J - I - L_ I I - --- - Z - I— ___I__I ! 6 , - � - ,I4 __ - 11 _ 1 � - " :----,-, , ___ , , ___._ I - - ___ , _� __ __ I �� _T T� , I i � - T ; i i V , F _T_ i --- I 1 � I J !� I � r I � � 1 'I __I -,- 14 ` ; . 1 I i 1 411,111-1 _:� I I � I I 1 1 1 ! .1 I I � i I I I - 1_4 ---- - -- " , 4 _1 - - I i I I � ___ � I . - 1 1 �A ,q�v I � 1 , I ,.,,.,,,I-- i , + - , ; I � I � I I I I i i I � I , : i 1 1 1,& ", 1, _1 - , _i_'_,_ -I--.,----- I I - � 'I 1 I t I .-T � � [UNBOLTED PANELS 1 � v - �� I i i ! i I 1 - _5 W/ 1/40-20.1' ; i(SEE SECTIONS AS '5 1 � 1 iK. hiS. BOLT W/ �/S' X 3/32* 1 I, � . I - I APPLICABLE) ! I . i . I I 1, ikAGNUIS 0 EA. OVETJAP I � i I I I I ,I ; 1 , I � � 6 , I i � I I 1 (SEE SECTION' AS APPUCABLE) i � ! i . � .11, - , , - - , - - 1 -_ - --- -- _ - � § Ll- 'Ir J - - ____ I - � - - __ - ___ - 1 L 1 ,,, I 1 , i 1 I 11 I r r I . k I EQ i I I I --'---I- - _T] _T_1__ - - - __ _5 '-'------T -I- -_ '_ -_ _7 I - I I i 1 I I � I �? ,� 1 ! I 11 1 ; I " � I � , I I i . i � I I i . 1 i 1, I 1 1 1 ! 1 1 ; 1 1 1 1 t A I I , I ; 1 1 1 1 ." I I I 1 ,'I 1 1 1 � - ' I � � � � I I 1 I I I I I i I ; I I t, r L_ 7�i; [ i - I i ! � D.MJ9.@IG)+ __ __ i, _� _-1-- , -t--� - - '�', , I; T 1 I(C 1 a I &I I a 1 lwl 1 , @+T1(�)`_@- 0 ,, L; , i " 4 I 1.1 L" i 1 . , - I' WIN � 1/4, 2/4, 3/4, 4/4. 5/5. 7/5, I. MIN, - I 1W/10, 2W/10. 3W/10. 4W110. r D/S Sw/1% sw/1 I & 7W/1 1 �_ y MAX , . � '14M� FOR CONCRETE SEE SCHEDULE ON SHMS 8 At Q_ �____ _.,__,_________ANC FCA WOOD SEE SECTIONS OR SHEETS 10 & , I - __ - ___ ___ __ REQULAR_ STORM PANELS (-1) & 9 ELEVATION NA.S. 2.67' 1/4" Mox. GAP (MIN. OVERLAP -1 IMIOUE VALUEYJ ,-A I - � ___ ___ - -, = __ " ,� 7 ,��' r - _____ , ,�" - - - L_ - \ \ - ,�A�� _ , i �'�l kku , ) I . N I . .,;....; W... ..� FLORIDA BUILDING CODE (High Vaiocity MW it:une Zonafl f6) I .1 %&F S, -. J� � TUM. W. - 1P � .' itio 44167 '. 1 20 GAGE GALVANIZED STEEL 'STORM PANEL I ~8Y - -_ SECTION A -Al *'. * - ; — � ATE��:� �-,_= GLOBAL PROTECTION PRODUCTS, LLC. " 'lum, KT.S. !F .0, . A � Ll i —6. � .W s1w, 61 STRUT �P% -C, Z. � * ,-- _=�V�kF� �g .� , .. , ,,_ ---o-- oRib T-v - - - ANY - . . �j , - , ree-W;W, eN,, ('"Aft..'m 20-175 �e, . cr... ==, P. (w �%�% _... , � OIFW.11-1a� -CIAN-4.70 -aw-.1 -_vw.� t - I - I I '91,11",�.11111*1.".-�*&-Ii--,Alr WAL 04-OW6719 F I - _-!�Nll 0L& nun &. R �� , WWI Wn — ft�_IWZ I I IMAUATION QEIAIU FOR REQUAR PANELS3 A (D INTO EXIaIING POUR_E0 r,ONCRETE OR 99NOEIE B=K STRUCTURES- --- POO CONCRETE _ _?RED CONCRETE ___T_� � 0 ! R ; r BLOCK � REQUIRED I REOUM � WOUM � � I I ''rRM ANCHM I SEE i 1--L'Ir' i .-, ANC17M i t RAWKNIF ON .DE SGNC= ME I:= I �, .) I � SAM 2) i I i t � I I SHUT 9) � I � , ", � I . �� I I , ; � -i%,", � ,�,i�,, � I _._� __ - - - 11 I - r, I , �� ------- � _____ - , I 1�� _ -_ i - � - C -) I --- 1E -I I X I I I i I =� g, " _:4$ �_ I I : t -,,.. 1 ; � : t : ,:, , I � I , :: -�.,� � I ".. � I i ,�,,, � 1 � JD, - " ; , �� ; . I � _ ',,,�� : li� � I I ; I � I - ; , I . , I t , C-0. `�� I _. . . I ,� i I I , � � ., , .. -1 I i __(3 ! - � � - a) I � , ; I -0 � 'I., I I i I � �_� I ; I � , : 2�, �,��, : I I . , ', �, ',',.'�j"� I i I : , : ", � I - I --- - 1 � ��, ; � I I I i I � ; � i I 1 w.,g I � I I I 2 I - -murmw � 1 .M"w I OcUes, � I - � I 1 P - I . I I I. ,tsr� , r- Tom wic,AAI , � la I 1 X I . —) i I � I I I . �_ I- __ - , - I I A I I �� I , I ! - 9. I - - - - I , ; h! � -4�--:- 8" I - .1 __ - ., 9 !I/- I � . -I ! _� I - � ,jr-20." � " I i- -, i ,� ,=L.,.1 -_ , � ,;,..=.,, I � ��, , !:,-,,n.",5,.*-/,:�', - I C1 L-, io ,WVI' I 41 :MV,LAF. fy � jomw, �_' ___ - , . iallil�wl_w I—, 3 .3t.j* �,___ I_ - � I I ,I � I q . � , i i - I____ " . - _. ' 1. 11.11-1- --I, , 71,71" , Al _ , I - - 1�= , --I'-..- -1-11-- , ', �- -. 1 L '- I ---- � _�__A,:, .1 - ------ � , ,� �I! r � . _ ; I � I -, - - , 1 9 A k . g i F I I II - I I � � I � I ! t � II I � I WX I . I I 0 . 420*11 150% � W"J, &-� I 3 F 'L' =I� � I I , i � f.3 OF "C � I MAX I ! : i _., .'� I . i rrt i �'�-, ,,, "': , ,, � ,;,,, A, , 1'.-1 ."i �,� PAX I - ,q � � I 11 'I; ! , I . - " " ! ! I - . ". . I . . , . : - T , I ill, I" 4 I � 7/6*3/32, 1 �',, 1 1 i , : - (I I �, . ' EL I:` t . - rp �1 ,�,_ - � .", L i I 0 E,x 0. �1 � E.� � : . I � _' � a It : i ,� I 1:1 � _ , - PFW . I . I I IX 01, I I � i , . i , , - I � � I I I .� D ; � . L_E7E -. � 1 500- � I i , , J � , ,� I -,-,- _ I - 4 ""', � � I i ,� " I L-E .1 : , � [�_ � - - - I � , Ll WIN. , , - I � 114*#2CA3V`4' S.S. BOLT I ", ____ i ,� - __ - ) 4 � � i ,� � � ", ___r7 - 1/4 1 1 ,", � ', 't - � : So/ 7/r 3 V* ; I I , I "; � � I : � � 12 IIA2/D,C, XRNG NUT . I I CONCRETE ANV,01* ; ; , � z I I - =EQUIAC 04 L ! ! OCAORM ANCHORS � - 'EGNGRCE ANC4ORS StAaGERED � � I ISM SCHED" ON :/ FM(SEE SCHOULE ON r I I I SHEET 9) I - MRW C= OR N - w_____QMTt09LC0KCKM ON 9EQU19M Z= OR ROXIOND ABOUIRED DIRECT 20 WALL NOUNTING PIUM AN , _ _Q WALL I PUNTING DIREQ1 MQVISI)JO INSTALLARON V=N I 2 3 I* SCALE 4/6-1, 5011:�Alwlh._ - FLO, - EDGE DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MCUNTIINGS CAN BE SHEET 9) COMBINED IN ANY W& TO SLUT ANY INSTALLATION. __ I - ----- ___ ANCHI FOR CONCRETE SK SCHEDULE ON SHEET 5, __ ___ � _ , 13 Mo� 7 e7* ..; - I '_!A11 iMN O"'LAP-tiW401, '" _.*,tt Oe� *a wo " 't, -1-a (1) (1) C_ U) —W (3) -"—& 0 > r- 2 0 N =3 L_ _0 a) 0_ = a) 0_ o 2 = CU -0 0- . .a_" 0 a) 0 — CD -= a) -0 0 0 -0 0 .— = 0 L_ " W C= = .0 U_ ?9: Lr,- ,,- CU CU 0 CU 0 > - Ln -0 E a) 0 Cn " &_ a) -6--a 0- (n CU CX _= CU -.02 4-.0 — F —0 . 1= (0 < 0! 4 Z Z W mi U) _i._,,, " (2) (D cc'—) _4__J W 40 M =3 > 0 L_ 0— C/) CL < -0-0 0 a) =3 C- -0 0 CIO L_ 0- 0 (i) U) L. M " cn =3 LLJ n < Z Z < _J 0- SHEET NO. SH 1,0I PRODUC f EVALLATION RBI!ORT NO, 10-0727�02 2 - I ___ Large missile impact load tests were performed under SSTD 12-913 standard as per section 1600.1.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTM E-33D. Test reports prepared Ioy American Testing - , , Lab of South Florida, Report # 0814.01�01 dated 03/1 V02 witnessed by William R. Mohner, P.E.. Bortz Moroz, P.E, and Henry Hattem, P,E. and Report No. 02i 9-01 -69. dated February 25, 2000, signed and sealed by'Edmundo Largaespecla, P * E_ and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAB 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared byAmencan Testing Lab ofSouth Florida, Report No. 1123.01-10, dated Navember23,2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. BCM-198 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P,E, as pe'rASTM 5-8 and Tensile Test as per 00 Metallurgical Report No. 1 OKM-1 318, dated December 1, 201 0 signed and sealed by Jerry Jaclofano, P.E. as per ASTM E-B. 2.3. STRUCTURAL,ENGINEEPJNG CALQWA,A1&NS, On 24 Gage Galvanized Steel Siorm Panel for maximum panel length vs. design wind load, as well as maximum ahchar,spacing vs. design wind load and panel length based on rational and comparative analysis, arid in accordance with section 1004 of the Florida Building Code, Calculations prepared by T11teco, Inc., dated 12/16110 and 08/27113 (for this revision), signed and sealed by Walter A, 71111t, Jr,, P-E, 3. MI§ SILE IMPACT RESIST - ANICIS. Large missile impact under section 1009.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAB 201. 4. WND LOADS RESISTANCE- 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-17& Maximum AnrbOT Spacing shall be as indicated on sheets 5, a, 10, 11, 13 thru 116 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steal Storm Panel has been yeriflod for code compliance to work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard. P T .0111 (11. r- .. I � . ,,.- 6-INSTALLAITION: ��__ I:Z Installation shall be performed strictly in accordance with details i4cated on 13 :_:-:11 sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), r_ drawing No, 20-175. Minimum separation to glass shall be as indicated on 0 sheets 3, 6,13,14,15, 16 and 18 of 18, of Product Evaluation DccumQ6':F_i (P.E-D.), drawing No. 20-175. . co -0 , W 0 X__ (z) ;", ,,, 1 C2- C- C�) _% MATERIAL GRARACTERIS130 AND SPECIFICATIONS- It -1 % Shall be Strictly in accordance with General Notes and Components 1n06teTCirT0_ � - sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), Ing !.*I 7; cc�,14 .-r- 20-175. 0 -0 cp .!!! I fW C4 'e- I , f co W CP Anchor Specifications shall be as Indicated on sheet I o 1, f Pr uc:F c-L. -�r,- c: Evaluation Document (P.E.Q._), drawing No. 20-17i .S S,-.. ,�2 �- C; �_- co 0, to Cle- 3� - � 3; " -0 LAIMITAT-10-K to W ,J W ::3 .5; C-- CP , W CO -.7- - CS:: *.:'I -0 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14,1 ed - C.%- on Shea I I 1 - 'of 18 of Product Evaluation Document P.E.D.), drawing � 20-175 40 V_ prepared by Tilteco, Inc. andsi I I I � T11111t, Jr., � F § 0 Igned aric alter A. T11111t, Jr., P - 06. 1� 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES �� as defined on section 1620.2 ofthe Florida Building Code. 7.3. Product shall only be installecl into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. 71111t, Jr., PIE, (Florida License No. 4067), President of Tifteco. Inc. (Florida CA-000671-9). - � 1/4,, 2/4, 3/4, 4/4,. 5/5, 7/5. I,IW/10, 2W/10, 3W/10, 4W/10. +6/5 _S' -__ --.__ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS a & I? ,----- �- _____ .11 MAX- . I' ANN, FOR WOOD SEE SECTIONS ON SHEETS 10 At 11 � I* WIN. � I I r — 1 6 0 1 a 6 � — — . --- tw.�(J)� (�), 1"', , ---"-,----,, ,_ r , , -, -� L19 + V _fF_ -----i- -r--T---7- r,-F- Ir-___T__1 --- -- -- !--T-'r---`I--� -1--� --- rT _ I , I I I � T I I I I I -, I I r � ........... I ----- r, ,.' L � I I ! I I � ___+_1_ +_--1t , I , 1 F ? -7- i I � - , I � I , I I I I I C4 1�. (�)+@. (�) I I t i I . � _� 4 � i i I , I L I I � Y - 1 I 1. � I I � 7 I ! i , ,- I I I I i I i I I ! I I ! I I i I a I 1 I � I I,, I i � ;; .. I I I : . . I � 1 , . : I i I ! I I I . I I � . I I I I I . � ! 'I j I I I ; 1 I i �� I I � I I t I I I � ,i ! I a; I I . � i � I . I I I EQ I It _1__._!__L_._J__._! ,,',�1_1_ — __�___ -,-- ; � ---.-..-i --- � _.J - I - L_ I I - --- - Z - I— ___I__I ! 6 , - � - ,I4 __ - 11 _ 1 � - " :----,-, , ___ , , ___._ I - - ___ , _� __ __ I �� _T T� , I i � - T ; i i V , F _T_ i --- I 1 � I J !� I � r I � � 1 'I __I -,- 14 ` ; . 1 I i 1 411,111-1 _:� I I � I I 1 1 1 ! .1 I I � i I I I - 1_4 ---- - -- " , 4 _1 - - I i I I � ___ � I . - 1 1 �A ,q�v I � 1 , I ,.,,.,,,I-- i , + - , ; I � I � I I I I i i I � I , : i 1 1 1,& ", 1, _1 - , _i_'_,_ -I--.,----- I I - � 'I 1 I t I .-T � � [UNBOLTED PANELS 1 � v - �� I i i ! i I 1 - _5 W/ 1/40-20.1' ; i(SEE SECTIONS AS '5 1 � 1 iK. hiS. BOLT W/ �/S' X 3/32* 1 I, � . I - I APPLICABLE) ! I . i . I I 1, ikAGNUIS 0 EA. OVETJAP I � i I I I I ,I ; 1 , I � � 6 , I i � I I 1 (SEE SECTION' AS APPUCABLE) i � ! i . � .11, - , , - - , - - 1 -_ - --- -- _ - � § Ll- 'Ir J - - ____ I - � - - __ - ___ - 1 L 1 ,,, I 1 , i 1 I 11 I r r I . k I EQ i I I I --'---I- - _T] _T_1__ - - - __ _5 '-'------T -I- -_ '_ -_ _7 I - I I i 1 I I � I �? ,� 1 ! I 11 1 ; I " � I � , I I i . i � I I i . 1 i 1, I 1 1 1 ! 1 1 ; 1 1 1 1 t A I I , I ; 1 1 1 1 ." I I I 1 ,'I 1 1 1 � - ' I � � � � I I 1 I I I I I i I ; I I t, r L_ 7�i; [ i - I i ! � D.MJ9.@IG)+ __ __ i, _� _-1-- , -t--� - - '�', , I; T 1 I(C 1 a I &I I a 1 lwl 1 , @+T1(�)`_@- 0 ,, L; , i " 4 I 1.1 L" i 1 . , - I' WIN � 1/4, 2/4, 3/4, 4/4. 5/5. 7/5, I. MIN, - I 1W/10, 2W/10. 3W/10. 4W110. r D/S Sw/1% sw/1 I & 7W/1 1 �_ y MAX , . � '14M� FOR CONCRETE SEE SCHEDULE ON SHMS 8 At Q_ �____ _.,__,_________ANC FCA WOOD SEE SECTIONS OR SHEETS 10 & , I - __ - ___ ___ __ REQULAR_ STORM PANELS (-1) & 9 ELEVATION NA.S. 2.67' 1/4" Mox. GAP (MIN. OVERLAP -1 IMIOUE VALUEYJ ,-A I - � ___ ___ - -, = __ " ,� 7 ,��' r - _____ , ,�" - - - L_ - \ \ - ,�A�� _ , i �'�l kku , ) I . N I . .,;....; W... ..� FLORIDA BUILDING CODE (High Vaiocity MW it:une Zonafl f6) I .1 %&F S, -. J� � TUM. W. - 1P � .' itio 44167 '. 1 20 GAGE GALVANIZED STEEL 'STORM PANEL I ~8Y - -_ SECTION A -Al *'. * - ; — � ATE��:� �-,_= GLOBAL PROTECTION PRODUCTS, LLC. " 'lum, KT.S. !F .0, . A � Ll i —6. � .W s1w, 61 STRUT �P% -C, Z. � * ,-- _=�V�kF� �g .� , .. , ,,_ ---o-- oRib T-v - - - ANY - . . �j , - , ree-W;W, eN,, ('"Aft..'m 20-175 �e, . cr... ==, P. (w �%�% _... , � OIFW.11-1a� -CIAN-4.70 -aw-.1 -_vw.� t - I - I I '91,11",�.11111*1.".-�*&-Ii--,Alr WAL 04-OW6719 F I - _-!�Nll 0L& nun &. R �� , WWI Wn — ft�_IWZ I I IMAUATION QEIAIU FOR REQUAR PANELS3 A (D INTO EXIaIING POUR_E0 r,ONCRETE OR 99NOEIE B=K STRUCTURES- --- POO CONCRETE _ _?RED CONCRETE ___T_� � 0 ! 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I - - - - I , ; h! � -4�--:- 8" I - .1 __ - ., 9 !I/- I � . -I ! _� I - � ,jr-20." � " I i- -, i ,� ,=L.,.1 -_ , � ,;,..=.,, I � ��, , !:,-,,n.",5,.*-/,:�', - I C1 L-, io ,WVI' I 41 :MV,LAF. fy � jomw, �_' ___ - , . iallil�wl_w I—, 3 .3t.j* �,___ I_ - � I I ,I � I q . � , i i - I____ " . - _. ' 1. 11.11-1- --I, , 71,71" , Al _ , I - - 1�= , --I'-..- -1-11-- , ', �- -. 1 L '- I ---- � _�__A,:, .1 - ------ � , ,� �I! r � . _ ; I � I -, - - , 1 9 A k . g i F I I II - I I � � I � I ! t � II I � I WX I . I I 0 . 420*11 150% � W"J, &-� I 3 F 'L' =I� � I I , i � f.3 OF "C � I MAX I ! : i _., .'� I . i rrt i �'�-, ,,, "': , ,, � ,;,,, A, , 1'.-1 ."i �,� PAX I - ,q � � I 11 'I; ! , I . - " " ! ! I - . ". . I . . , . : - T , I ill, I" 4 I � 7/6*3/32, 1 �',, 1 1 i , : - (I I �, . ' EL I:` t . - rp �1 ,�,_ - � .", L i I 0 E,x 0. �1 � E.� � : . I � _' � a It : i ,� I 1:1 � _ , - PFW . I . I I IX 01, I I � i , . i , , - I � � I I I .� D ; � . L_E7E -. � 1 500- � I i , , J � , ,� I -,-,- _ I - 4 ""', � � I i ,� " I L-E .1 : , � [�_ � - - - I � , Ll WIN. , , - I � 114*#2CA3V`4' S.S. BOLT I ", ____ i ,� - __ - ) 4 � � i ,� � � ", ___r7 - 1/4 1 1 ,", � ', 't - � : So/ 7/r 3 V* ; I I , I "; � � I : � � 12 IIA2/D,C, XRNG NUT . I I CONCRETE ANV,01* ; ; , � z I I - =EQUIAC 04 L ! ! OCAORM ANCHORS � - 'EGNGRCE ANC4ORS StAaGERED � � I ISM SCHED" ON :/ FM(SEE SCHOULE ON r I I I SHEET 9) I - MRW C= OR N - w_____QMTt09LC0KCKM ON 9EQU19M Z= OR ROXIOND ABOUIRED DIRECT 20 WALL NOUNTING PIUM AN , _ _Q WALL I PUNTING DIREQ1 MQVISI)JO INSTALLARON V=N I 2 3 I* SCALE 4/6-1, 5011:�Alwlh._ - FLO, - EDGE DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MCUNTIINGS CAN BE SHEET 9) COMBINED IN ANY W& TO SLUT ANY INSTALLATION. __ I - ----- ___ ANCHI FOR CONCRETE SK SCHEDULE ON SHEET 5, __ ___ � _ , 13 Mo� 7 e7* ..; - I '_!A11 iMN O"'LAP-tiW401, '" _.*,tt Oe� *a wo " 't, -1-a (1) (1) C_ U) —W (3) -"—& 0 > r- 2 0 N =3 L_ _0 a) 0_ = a) 0_ o 2 = CU -0 0- . .a_" 0 a) 0 — CD -= a) -0 0 0 -0 0 .— = 0 L_ " W C= = .0 U_ ?9: Lr,- ,,- CU CU 0 CU 0 > - Ln -0 E a) 0 Cn " &_ a) -6--a 0- (n CU CX _= CU -.02 4-.0 — F —0 . 1= (0 < 0! 4 Z Z W mi U) _i._,,, " (2) (D cc'—) _4__J W 40 M =3 > 0 L_ 0— C/) CL < -0-0 0 a) =3 C- -0 0 CIO L_ 0- 0 (i) U) L. M " cn =3 LLJ n < Z Z < _J 0- SHEET NO. SH 1,0I IMAUATION QEIAIU FOR REQUAR PANELS3 A (D INTO EXIaIING POUR_E0 r,ONCRETE OR 99NOEIE B=K STRUCTURES- --- POO CONCRETE _ _?RED CONCRETE ___T_� � 0 ! R ; r BLOCK � REQUIRED I REOUM � WOUM � � I I ''rRM ANCHM I SEE i 1--L'Ir' i .-, ANC17M i t RAWKNIF ON .DE SGNC= ME I:= I �, .) I � SAM 2) i I i t � I I SHUT 9) � I � , ", � I . �� I I , ; � -i%,", � ,�,i�,, � I _._� __ - - - 11 I - r, I , �� ------- � _____ - , I 1�� _ -_ i - � - C -) I --- 1E -I I X I I I i I =� g, " _:4$ �_ I I : t -,,.. 1 ; � : t : ,:, , I � I , :: -�.,� � I ".. � I i ,�,,, � 1 � JD, - " ; , �� ; . I � _ ',,,�� : li� � I I ; I � I - ; , I . , I t , C-0. `�� I _. . . I ,� i I I , � � ., , .. -1 I i __(3 ! - � � - a) I � , ; I -0 � 'I., I I i I � �_� I ; I � , : 2�, �,��, : I I . , ', �, ',',.'�j"� I i I : , : ", � I - I --- - 1 � ��, ; � I I I i I � ; � i I 1 w.,g I � I I I 2 I - -murmw � 1 .M"w I OcUes, � I - � I 1 P - I . I I I. ,tsr� , r- Tom wic,AAI , � la I 1 X I . —) i I � I I I . �_ I- __ - , - I I A I I �� I , I ! - 9. I - - - - I , ; h! � -4�--:- 8" I - .1 __ - ., 9 !I/- I � . -I ! _� I - � ,jr-20." � " I i- -, i ,� ,=L.,.1 -_ , � ,;,..=.,, I � ��, , !:,-,,n.",5,.*-/,:�', - I C1 L-, io ,WVI' I 41 :MV,LAF. fy � jomw, �_' ___ - , . iallil�wl_w I—, 3 .3t.j* �,___ I_ - � I I ,I � I q . � , i i - I____ " . - _. ' 1. 11.11-1- --I, , 71,71" , Al _ , I - - 1�= , --I'-..- -1-11-- , ', �- -. 1 L '- I ---- � _�__A,:, .1 - ------ � , ,� �I! r � . _ ; I � I -, - - , 1 9 A k . g i F I I II - I I � � I � I ! t � II I � I WX I . I I 0 . 420*11 150% � W"J, &-� I 3 F 'L' =I� � I I , i � f.3 OF "C � I MAX I ! : i _., .'� I . i rrt i �'�-, ,,, "': , ,, � ,;,,, A, , 1'.-1 ."i �,� PAX I - ,q � � I 11 'I; ! , I . - " " ! ! I - . ". . I . . , . : - T , I ill, I" 4 I � 7/6*3/32, 1 �',, 1 1 i , : - (I I �, . ' EL I:` t . - rp �1 ,�,_ - � .", L i I 0 E,x 0. �1 � E.� � : . I � _' � a It : i ,� I 1:1 � _ , - PFW . I . I I IX 01, I I � i , . i , , - I � � I I I .� D ; � . L_E7E -. � 1 500- � I i , , J � , ,� I -,-,- _ I - 4 ""', � � I i ,� " I L-E .1 : , � [�_ � - - - I � , Ll WIN. , , - I � 114*#2CA3V`4' S.S. BOLT I ", ____ i ,� - __ - ) 4 � � i ,� � � ", ___r7 - 1/4 1 1 ,", � ', 't - � : So/ 7/r 3 V* ; I I , I "; � � I : � � 12 IIA2/D,C, XRNG NUT . I I CONCRETE ANV,01* ; ; , � z I I - =EQUIAC 04 L ! ! OCAORM ANCHORS � - 'EGNGRCE ANC4ORS StAaGERED � � I ISM SCHED" ON :/ FM(SEE SCHOULE ON r I I I SHEET 9) I - MRW C= OR N - w_____QMTt09LC0KCKM ON 9EQU19M Z= OR ROXIOND ABOUIRED DIRECT 20 WALL NOUNTING PIUM AN , _ _Q WALL I PUNTING DIREQ1 MQVISI)JO INSTALLARON V=N I 2 3 I* SCALE 4/6-1, 5011:�Alwlh._ - FLO, - EDGE DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MCUNTIINGS CAN BE SHEET 9) COMBINED IN ANY W& TO SLUT ANY INSTALLATION. __ I - ----- ___ ANCHI FOR CONCRETE SK SCHEDULE ON SHEET 5, __ ___ � _ , 13 Mo� 7 e7* ..; - I '_!A11 iMN O"'LAP-tiW401, '" _.*,tt Oe� *a wo " 't, -1-a (1) (1) C_ U) —W (3) -"—& 0 > r- 2 0 N =3 L_ _0 a) 0_ = a) 0_ o 2 = CU -0 0- . .a_" 0 a) 0 — CD -= a) -0 0 0 -0 0 .— = 0 L_ " W C= = .0 U_ ?9: Lr,- ,,- CU CU 0 CU 0 > - Ln -0 E a) 0 Cn " &_ a) -6--a 0- (n CU CX _= CU -.02 4-.0 — F —0 . 1= (0 < 0! 4 Z Z W mi U) _i._,,, " (2) (D cc'—) _4__J W 40 M =3 > 0 L_ 0— C/) CL < -0-0 0 a) =3 C- -0 0 CIO L_ 0- 0 (i) U) L. M " cn =3 LLJ n < Z Z < _J 0- SHEET NO. SH 1,0I 0! 4 Z Z W mi U) _i._,,, " (2) (D cc'—) _4__J W 40 M =3 > 0 L_ 0— C/) CL < -0-0 0 a) =3 C- -0 0 CIO L_ 0- 0 (i) U) L. M " cn =3 LLJ n < Z Z < _J 0- SHEET NO. SH 1,0I SHEET NO. SH 1,0I e a TW 4 ' 3 WALL AND FLQQR MOUNTING INSTALLA110N EQR : P SPLIT PANELS �< I 114$ TNxA aa*s ro1AMD � �- OOtICN1E ) tti4"1 MY" Mm C i 1• {6c 10 a BBrtOw) Y 4A RA tsltl = w tPLrtTs 1 ECGE I W WAIN - 2wN�APCQ �4 C I" 8 iR, PDa1Ra,brt fN" 7} 6I164 TAPGA41a. 1 P A.LT 1 - avcFE,C Nx 1Wwr Sr. BL1D0! w/ 2 1Ir i•v __h0N�E0.. ,..X� � � ra n�u, o c- -I a T t I L 1 Irr2°Ii bwP'a R 1 i i Tr ^,sECTiON T srA,F 3Ia-1° NOTE OR TOP OCWANS4 TNrA iA11E9T�WId TOP ORSTORM PAk" ON TOP WITOM OF OPENING. (ONE PANED. OPENMIO WI 1T.tBE TtlP a BOTTOM) ,vw/ I W/4' r55. R.aE. R r O.0 T +'T - t� 4 Rat Y))..t SCAL' a& III (M IP ) ilfllLLION . SCHEDULE i 5£C1"Ipi r T r 1 7) DETAIL I SPA% nPC*N T,Yr HUAOEX w/ t X 1� Jj'�Y mro - _'j nu[a etoa ] \6 �'3 ,! h THIIu Dare NXAld1 -�� r.ativM1'YW-a' AbA", ANOE f!M]-Tb Al1AYl f/!� A BOTF0IO � ..4 *i _•.* yit wDLTAttt•/{q��N.-p�•.i / { ,NWARr^,5.: k'RY 9KCNd Y WIPa wbcFMiFRt5eY11E: RORa { �.'.1[{��, }--� M +AD,4 P7F.. -)i,9 y.f. {. _.L_,,..6 b 1 t»Lt-•J.-s ,� '..,.bflAl Y III ,n• f I f � S t 2 ��• _t 2 I IN nALiON SPAN • iSEE iLN1NUN SaRLW£S---_,,,-..._ ' y- I 1 •; SPINY STO�f PANEL ELEVATION E x��c OPT DETAIL �� SCAB 7/8' t• aL.F,LLbJiri v- MULLION SPAN (Ft) RCOUS:EO MI^ ARSE MULLION " 4 .--l. 2' . 3' s 116' i 5•-e' TO 6'-40': 2• s 4` 1 1 '4• !C-TO' 10 a'-D' 2`r/a' aa..NytO'''Aw1rgrf) +� PlpgirE 14�1YP6 1. -7IR aa.I. fa4E1 • SPANS Y FTpp]R AsvO TICS" PRESSURE RATING LIP fA iWM TLIa[D B i Pg.HiAfy.� BE ORIENTED " PARALt€L iO STORM : ANE�'S IENOTIL INSTALLATION DETAILS FOR REGULAR PAN L C N& (AIR INTO EXISTING WOOD STRU,-IURES . TOwW w,• ,:„.,$.' YT aI v MrP .w TFEMaiP�r pc . N4iNAmIA1 fafr-umW n !: ... MMNf.. O1Wo-,wXNRAwTb:4Mi�fctW4fRW. . ... ,IArrLK. _-___. .,w... ' "-.. i(Y. X/}' ealYF1'bT0 a$2urta,H ._,.. ..._ XM?:l4• iiA+.1 /O9kn :. -'•+ )., RmwAR !Fi aNp AYOWWt,: �rnXti'v; 'i Q PNRNb'k5W ,dOrrP s mwY. TDN a�R 1"Nl�i e ( .., _._ � l ) •i [ Sbr nin T �Y ryry r I. f [ ♦f X at r IN- k NM r r xi fTPA roam j{ A7N - qq - WFm� s ` ro xAes I i 1�+ 1J f WALL MOUNTI 1 R IN5F,7L_A:_TIOH - ALTERNATIVE 3W Ii `rX�n"�*"R�N°X� � :moW I i SCALE' I/4' - asv ddx MAA s i I I I: 7 R, MBEA Auaw p f /Fit� yi +IIU( M �L�{OUNnINNiS +bH y C4 E R6d SM1Poi W M A 0 AL ATIVE . W Nx t 5 FE Y.MfTFfH IAA )J NI41aPN NF sctLE: 1/4' - T L'i 1 FL L1 �� g, N� ,� c>r�� nuNttN� W��, � cLoort vo NrEW® INSTAL i a"nON - At TERNATWE kW iNSTALATt(1NS - WI RNATiVE �aW WALL WOUNTING (SECTuxs AT TOP 18 uMi�EU +SS•'s-B7:D MAX. SG1LE: 1/4' - 1' DUST ut 4W TCRNATIVE 2W �-- :AL-- _- A.S.D. DESIGN PRESSURE RhTiNG} U WALL I/A` >• 1` 7 t rm• AR.A aP:.. .8 e.A i muw6 N4 RwnN Kwa1 FLOOR 'liii iP !G Yi1_j(!1i I NG d177ESt MM1u+CONE ��0N SMN 1. INSTALLATIONSARE .ONLY VAUD FOR BUILDINGS: WITH A:S.D. DESIGN LOADS UP TO +55.5 -72.0 :,# AND PANEL'S LENGTH UP TO.8'-8"., S. .. '". FLt1RIDA BUILDING CODE (Hi h VelaDll Nurrtaane ZotfLti 3 ":' 2, FOR NEW WOOD FRAME C.sONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL- " No. 4167 ; s o2mo n EDa N C, 20 GAGE GALVANIZED STEEL STORM PANEL FP. - tNMWW W. �LGiE fSkR sRart DFE TT GIs; St OF _ % a ♦ "" GLOBAL PROTECTION PRODUCTS LLC. s 9 : `�'"'�.'�._ ld C 1rC. - +6na aw. al sTRttt a rArE TOP & BOTTOM MOUNTINGS CAN BE 'y,G,c'•• RL RiDQ'x T►L�r a EWo1NmBNG aalaANr LAME. FL.:T33.ra '• war a, a L,e. Wldra ANfsNA I SSN PWNG€ )6m-73+a FAX: tfS )W*- R7 20-176 COMBINED IN ANY WAY TO SUIT MY � � Ci i / s • ♦ _ rA.s . TaAq al�ruo ro : Grml m-NssX fXN,arrNc lie; ar r ae s.n.w Wa rr wsrr INSTALLATION. A�/` {RjLTit� ,rutERCNLr00mii., P.E - VIA M.UII) UM 9.;a3a. DESiGN PSES,SURE RATING .m.f.) AND CORRESPOMM MAXIMUM _PANEL LENGii3"L* SCHEDULE IN&AM ONLY FOR PANFT9 V) &rQ INSTALLATIONS AS PER SFL`T10,14 % THAN In. Cal 516TR A R & Rl pi4�kiMWVRLASsU7E RATIG (P., Mw IiNGn+ t=L R.1 1 TO GLASS Prey CMDITION m SEtYia45 � OF110 +SSA. -72A 7'-Y OR LESS ( 2 1/0 OAmum , THRU 5 R 7 +5E. -72A 17'-8' TO W-B' WWA. 2 ]/!' UN86LIE0 I I TOM a R 7 +55,0, -72.0 xe'-e" TO If'-1- Naa. x 2 lir ' S�A7TE [��RI a -M. -0c W-4' OR LESS ;i Ill. pO ` AT OA'EPo H A e R 10 -.%XU W/ T/4V-20FT' SS MSS *-WRICAn AT D9EW r NGry, RNORi OF vAVE4 AIALID ONLY FOR PANELSM& E-iA WMA"MIS AS PER SECTIONS T THRU 7. ON SHEETS # A 51 MA%MU4 AS.O. OESXRi ME'SSUE RATYK`. (P4.f1 aW9MUM AtCNORS SWtWR: FAR Ea -. 3 III* '=•.. APPL1FAa,E m I- SEGTIRB a I WIXYUM PAN4 ANY lEliG11N 1' n. NNTpN ( ) OF t1NCM 1 t iAPCON CF TM -GRIP rux-.R€ Ff41ALE. 0 PusaMATE pA+IfLNWTE auTs m O•DANCRFTE CONCRETE O, &OISN °TO corORCNE oO1CRtrC aIODN - iB CWfAEiE' C� ESE lR,GGS m ODNLYLElE m CONam eLOtk m COMC4IETE I aH+6%IE , tfADA N!• H/d N/A N/A 6' NIA I' N'"A 6' wA N/A N/A R' Ir 6`'' 6' 1 taf9Tol) k 4' - N/A. NfA N/A 0• N/A 6" N/A NfA 1 2) T s T4 -- - NIA I N/A N/A a' NIA -NJA 51 N/A S N/A 2 (BMW f +55A -72b r ' WA N/A N/A e• N 5- H/A 6' NjA ] A,4 crop)I T'-5• CP LESS OR LESS 6, 6" NIA NIA B' i A_ it r 3 (BOiTiY1L) 6`. NIA NIA R/A 6` NIA 6' NIA —� A' t N/A 7 Frop) ,I 0•... S" N/A N/A 8' B` 'T' B' 8' 4 & 7 t9oTTW) w/A. N¢IA 12 1/a' 9 Tj4•-••• 32 Xf3` 81/A` :9 t/4` SEE SNEEM Y0 R it FOR AMORM TYPE R SPACIL FOR NffiTA "AIRS INTO WOOD FRAME RUI{DWMN. IAHMUM ANCHOR SPACVWS AND MWAl EDGE OWA NCE ARE AlWATED ON 119E SCHWE FOR C.O, LESS THAN wN$ATED ON SCNKWUE RVOM ANCHOR 9%Oft Bl' M4%iNAI."O SPACIAL StidWT ON 9OrtFDu t NY NNE PPL, LAWMNG FACTORS. FOR TM OPERATMH SO K PO°.S P7ALFO) SPNSNIp DBNMNO 115?iG FACTOR OWL NOT 8E LESS I+" MOMUW TIPAcm wit"I A FOR EAum A cHwi 1rPE AS Nil'o" ".,a MKS" TAPE/4'f ._„Pcbe CP T/P-R�--�� i141 _ !/4_• OWr•N _ 1/4'i San -for Mh AIIP4s1 SN,ONI# jr.) ] 3 3... 3 2 rig J }4e+AA1,eTarlU ((lw/w Lly 3 3 3 3 3 3 ,/2 1rs,tnl :DverWw 6wR (w3 # 3 3 tI2 - 2 t12 3112 40mmm E:A QOot ONAfi +F1GrE 1 1/a' Ida 1m A3. - i 1 #8 #DUN S NTo GLASS j 1 i i ( I L I It: 1/4' la S/r LONG DRASa &JL4M `s N/ 1/Ph2a+2` 5.5. M5. r 6 %/!" Os. 41 tES UP m a ANO a • _� I/. O.c TO 0 Oft Msx.. t/4FOR` O.0 MR LENGTHS. IA' La PIAVE E LM 114-10 AWEt1N12 /DONE @ tWI Ey kl PANEls14ff Ru5 12 II]' TO C. WITH t E PR)N AT WD IIa nMIfIO MIND PLANE IN OF E1P i 1: I' ', TO -e ALL ICYGT115 UP m 8'-M Mac. ALL LENGTHS �'SCAlE 1/i1 T1 1i4TL x) 1. INS7ALLATIONS ARE ONLY VALID FOR BUILDINGS WrTi1 A.%D- DES" LOADS UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP 70 2. FOR NEW WOOD FRAME CONSTRUCTK)N: WOOD MEMBERS TO BE SOVINERN FINE NO, 2, W/ :SPECIFIC DENSITY OF 0.55 OR EQUAL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, SEE SCPEDULE ON SWEET 6 I rOR ADD SEPARATION ddd 1 10 BLASE ! T%"Msl 1rMn NAR e i {122+ t -C W i m.1 f ..,,lA0 TaAiwR 0G / �.T , „.._ Daia�O PFJI[TiYVftIM 2'IA' PNAIE t!! # R4 � 1�SE RCOur1i1D ,i�� I t, T: i° Is 4� 1 EO it t 1.^ +} W Y i i+ EOEDL EO}f ED I t omm P. I r ALTERWATm 7 W ALTERHaVE �W SCALE 3/9-1- SAME 7/8-1` - i 1 Now PlA`E I FD y RQ T L Ea .EDP 111 F.b X I , 11 s< WE04ARED •Am PLATE i. BEARD ALTERNATIVE X ALTERNATIVE AW SCALE 3/e-1` SCALE 3/8-t' CON"Ap FUME VOTE i SHUTTER TALMYS NOT S4OWN FOR CLARITY CODE (VALID ONLY FOR PANELS 6)& QINSTALLATIONS AS PER SECTIONS 1 THRU 10. ON SHEETS R 5 * 61 aeJ " VAXMLIM ANCHORS SPACING FOR EA. a 3 1/r - AS.O: DESIGN TAKON CF OAP -GRIP CALK-N PANEIMATE M ME ro Wi PANSL'E PLUS - SOLID SET APPLICABLE TO SSCDDNS 8 R MAam PANEL, PRESSURE RATING m CONCRETE TOTo CONCRETE SOCK In CONCRETE CONCRETE BLOCX TO COWM7E [ l TO CONCRETE BLOCK TO CONCRETE TO CONCRETE &ACN to, CONCRETE' TO CONCRETE BLOac TO CONCRETE TO CONCRETE &WI ANY COMBINATION OF THEN LENGTH 'L• {fl.) E. N/A N/A N/A 6" L NIA 6' _ N/A 6• N/A N/A N/A 1 (TOP) 6" 4' N/A N/A 6' 1 6' 8" 6 I� 6' B' N/A NIA I (BOTTOM) N/A N/A a N/A 6" N/A 6" N/A 8S_ N/A N/A/A 2 (TOP) 6' N/A N/A MIA 6' N/A 9" N/A . 5' N/A N/A -N/A.... r N/A z (BOTTOM) +Y66.5, -12.0 B` NfA N/A MIA,S' MIA 6" N/A. Es. N/A N/A 3 &4 ('TOP) d7'-5" TO 8-e OR 1.Ei+S w�...a._. N/A N/A 0- 6' 6' 6" - 8' ar N/A .. N/A 3 (BOTTOM) 8` 1 N/A N/A , NIA 8" NIA 6" .... �N/A 6` N/A NIA MIA 7 (TOP) N/A� }t' N/A B` 6" 6" 6` 6' 1. NIA N/A 4 8 7 (BOTTOM) N/A N/A 1 12 1/2- i 6 1/4" t2 1/�' 6 1/4' 6 1/4" 6 1/4• 6 1/4" N/A N/A 5 (TOP/BOTTOM) 50.0, -53.3 MIA M/A 1 12 1/2" 6 1'/4' 12 '/2- 6 1/4- 5 1/4' 6 1/4" 6 1/4' 6 1/4` NIA N/A 6 (TOP/BOTTOM) 8" TO I1'-2- 55.0• -72,0 N/A MIA 6 1/4" i N/A 6 1/4" N/A 6 1/4, 6 1/4' 6 1/4- E 1/4" N/A NIA 6 (TOP/BOTTOM) '-B` TO IV--2' N/A H N/A N/A i N/A MiA N/A N/A N/A 6 1/4` �5 4/4' 6 if#` 5 1/4" B• 9, TO (TOP) +43S. -48.D B- 4' N/A N/A N/A N/A N/A NIA 6' 6` 6 1/4- 6 1/4` 8 (BOTTOM) OR LESS 6 4" NIA N/A N/A N/A NIA N/A 6' S' 6 //4" 6 1/4' 9 (BOTTOM) 12'-4" OR LESS N/A NIA N/A N/A N/A N/A N/A N/A 6 1/4` C i/4- 6 1/4' 6 1/4" 10 (BOTTOM) SAE SHEETS 10. 11 AND 12 FOR ANCHORS, TIM * SPACING FOR INSTALLATIONS INTO WOW FRAME MICRO, WNWW ANCHOR SPACNWS PRO MWfMULL EDGE DISTANCE ARE 0101CM= ON THIS SCFRW)LE, FOR LD. LESS THAN N,OCATED ON SGHEDIR,E RJUX" ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEOVLE BY THE FOLLOWING FACTORS. FOR 1N44 OPERATRNN TO BE PO9SIBIE. REDUCED SPACING DINNED 11SwNC:-ACTOR STALL NOT BE LESS THAN MPAMUM SPICING INDICATED FOR EACH ARCHON TYPE AT ANCHORS LEGEND. AFICNpIt TAPE 'let I MPCW Ie. //4`s I/4 II4'i Ile. _ OF up-w PEWS.. _ P,tlPUX c4w-* •OLIO -SET W. ANQpR SPAWN W 3 ] 3 3 2 ,/2 3 +4 3 3 3 , /2 TAO.ArI ae,R.wM ✓aR% (h,) 3 3 3 ,/2 ] 1/2 =ft CA om casm EA�C T OR 12` _.-,-:--•-3 N/2"� - AAD - III tea tom" N C2. V Cma 'O 1U 46 Q B7 O;r 7 t� * N0. 4167 20 GAGE GALVANIZED STEEL STORY PANEL ORION aT/2Atma# �'`�'"�,; '2`"•,'- ___._....:n I/ ////111FAAA ��AL""' / if Ora GLOBAL PROTECTION PRODUCTS, LLC DATE, ,At. cs 1D� ; 417@ W: St SlPEET Y J33T4 T`iCs9�Fo &`eNaaFNo cauPANr Al Rw 0. apA MI,WAI MFm6M, n a3.TM 20-175 •� `. N`�.nY1: rA rL 14WNE (954�69-YSSS FA:i: (094)�6-fi187 p ,,.. _ Pww , Lrw, < _• AA w.: frw+ IP sd, .r _ .» .. ,®... .� DDIMNNWNG NCR.. IN-SIALLA119 a RETAILS FOR REGULAR PANELS � �� & INTQ EXISTING WOQD STRUCTURES d14-10 PANEIMAIE PLIPs , 4 14,-10 PANEI.AMTE PLUS ,,�' 0 7IB' 'I ' i . ::.,- - 14-1D PAG,C. W/ PLUS O.C:W/ F...._Ay 8 tf4' D.C. WI 1 7/8' l"NE'AlED PENE1RATON TD 6 1J4`O.C. w/ T y` `. i TNREADEO PENETRATION TO WOOD ;,'.., ....... 6 T/4" T 7IB' TARN'-ADF.D PEFhYRATON To E7,f3TTNO VIOOO� HEADER ... .'. a1 . COSTING W01AG NFAOEN .OER m- I �:." REDURE:O� E345TINSi9o0tl NEAOEEd ;Y; �'� , �k s I P 7 v 7 /# t� , r tYTin slta r . EiFif SIAr R I rH ae. � I ll ,., � EAtRi SfIW • 4 r/r DSc , 2 I WOOD HEADER Tt' WOOD HEADER r 2 g I J z• y i aEaU1RED'"-� - "fl •, REOInRED 31j _ . SEE Sti#rdNE LW I S€E 2LTEaAE ON -. SEE SCIULU ON t FDR 4 i . # 1p SHEET a i Nin. SFPARATXIN &'m a FAR( „M' LASS, qN 10GTANS F. To Oi.15.9. - m rdASb. 1 L(liN 2Dkt' S.f. (SEE NOTE 1) i MS W77I4v A a..._jj jj J/Jt YM,O NOR � 3 i _ 9 PNiEL 1 ,/iY-NAn• SA (SEE NOTE 1) t 1/4.4-2OK1` S.i 1 MS WI 7/Yi- ) 7 Ma WI 7If'f i 6 '� Y._ ... ___.._ _... � Pt ]/1a• Wn Ni(T a flESY I (SEE NOTE. 1) ._r ' -'�"- ( f EYFaT OJERIAP flSR+ WENM ! _ T tWEAAP f , , i r 1 3DR { " 1 t '-•OX ' OF 1" i 4r "'E" e MATT i F* i 0 F `L" 1 I MASH 1 �N4 , !, MAY N 1 iQ} 8' , l 1 �' _ �-`� r • T/LOG. 6 v ,`1 E'O `• t'_ �/e".al3x" /2' : : ,.. ♦ 2. NT O.G. ED. '� a �s. Ne a' 1 r O ' ' 2'R4" WOOD I sWOOO_RLATE - 5-10 FANELMATE PLUS REQUIRED :. 6 t/4' OC W/ 1 7/8` ,.,, RECUREED /*, �.� - 44,' biiNi ) 2',C Na•- REOIiTOCO'� L WR4.. iETRFiNED PENETPATitk! AT MIDWIDTH OF PLATE THREADED PE7SEwl" 0 • �,,, 1/4Y LAG SCREWS O LAID YllISTN OF PLATE - } -B' D.C. STAGOEMO W/ .. SfW WI il� T& -_.,_...,.. _. AT MIDWIDni OF PLATE All SCALE 3/8-1•.. _ SCALE 3/e-I' SCALE 3/8-1' mm: 1, INSTALLATIONS FOR ALTERNATIVES BW. 9W & TOW ONLY VALID FOR BUILDINGSOADS LIP TO +43.8, -48.0 p.s.1, AND PANELS LENGTHUP12*-4' SNititti �!TILI to 2. FOR NEW W040 FRANC CflNSTRUC"hON: WOOD MEMBERS 'TO BE 'Siittl'yERNF:"t qh, ✓O 4 Py PINE: NO. 2. W/ SPECIFC DENSITY OF 0,55 OR EQUALS: fi '. s FLORIDA 8UiLDING CODE H•N h. Vel"If "Ur One Zati* Nn FDR M&turmN DF sFC17ONs: ;• ' 0 : - N e116 tTEOO, +COGS 20 GAGE OALVAN420 STEEL STORM PANEL rP . W: TOP At BOTTOM MDuwnNcs CAN BEirllLl�•"/w"iAA"` COMBINED IN ANY WAY TO SUIT ANY•, GLOBAL PROTECTION PRODUCTS LLC. F 97I INSTALLATION. /• �,•'•, '' (j ' L }214 ,„��.y�� • ••'� / :G W.P .THIS - TESTING R COWNEGAINGANY 4800 aw, M S9�T OEY,E. 9L. ]33,4 2D-• 176 4 S • • 1 � RAL TaA M. r ab1, tiPlr brine, R i„aA 4Wnm,WNor>,- Pl4kE; O1-r3+5_ eA+S {I64)e�-17W7 N„Ni 11{MIH E SEALfMWi4TD0.5/OATE~ NBAT,TER�A �Tdr.. .oaigs is :m,r aas® wt �E srlar ,2 +M m a-+ N N U) Cu > U N-w O QC O .0) U N Cf) O CV � � 0 a- W � '� O O M LL O > WCL Cn B YO M_ L `(�^ Y.L CONCRETE ANCHORS CONCRETE AK14M FOR CONCRETE ANCN0R5: SEE iG1EG&E ON SEW .4T .. (SEE SCAM ULE ON - -. ...,:.: , FOR AOOO EC X SEE SEGTAAN OtI SR EE1 T3 9 1 p ALTERNATE p f d i ALL NNW SHEET Ia)_ (SEE SCHEDULE t: - i`.« - it dC iW iS t 1 L3 LDCAnoN E7 ! 1 1 8 LOCATION i`� F e / 2, / �" - ._.. -.- 1"-O 1/2`..,..e......... . ....-_-,-.AT ENiT PANEL T/4-m t; c selre,aS r 6` D.G. W/ POURED CONCRETE _ .. It,As. JnTEM 1/ V'fr 2A/d, ',/,F Q++4/4 1. `,� A 1W/15Y yb/s. '^'" �* AT END PANEL .,. "- NEawreEa� ; _. Cn L 3so` 4 1 IA _ _,.1 1j2 MTA. 1tDIFAIOED rENEIRATtDtI I --, s,TIDs a LYERr t { 1NT0 EXISTING WOOD STRUCTURES - ,O I 1 4 OVERLAP � '� - - U TIN £)TTlSTI1G WwD H7rDLR - - - - - POURER CONCRETE 1 i {7 T l _ ) S $d$' MF.n (EASE ...� _ i i f1 j j} ^ 1! 1 _E L1� L 1 sruDs W OVERLAP D.C.) T 1 ! ! i j I �.TT-1-1 1� I TD t1fgD FALLEN L 1- � �__ � ` W N�.T 3 E 11i 'l Yl f SHEET 1414 1 1 SIFT. T4.. Ot,D P ) i. (INTERIOR (RRERIOR PN'IIil 0NN€JdoR PN�ij {'.1 tibEN PANW r n i , i 1 F -e�,�'... - } FDR. r sna s€ARimN I F 1 N{ � ` �� i ) t 1 ) /+� I //�g 1 t _- t 1 __ I t 1 I 1 11 EoL m (AA5 1M1VG�M� O EYEIh• R l'�; ( LA . I 9 I 7 I lam.. 3 ii -i- r4:4 snm r u t/YmD.G. Stio r 12 1/r D.C.L.._._._. _ i iii I I I -. I - SEE ., SEE N-INTERIOR RAVEL E"NO PANES - fI4° , , � Ijf S4� %(f i, 'INTERIOR PANEL END PANEL LIACNIM .' . _ i/4iMi` MAGMHE I { 1S 'SG'NEDULE jt; 54'#L04iLE ;(i_.- T 'W/ sF/mlO . 6/6 W. tcasE tl wI [[ ; OR .. r J'-__) TCR MBA• ^''-- NPR wxr L,"-3' � 1. , OR ( '"' SCHE ,6 ~j' Star 't• " •'I �. / /mow ]` MA. ( Iy,.. m r I 1 D,D. ,,).� �.i ._ _:_�.�.�._� _ _� ..._, ._ .".�..,.,_.h f._._ ...�_�.. -. {�A�j j (SEE DEN, t/N4) TO U1.0 T2 , J2" O:G. gg. 2�S 'T . *::J' ANCHOR ANOFKiR J M rANCRNOR ALAI%. ANu`N4iR_� ..,.•.I. L 7fT4) ,. R _...:. : _ , T_ . ._. ._ _ .,. _ ,. .. ..". OR Of ttef MOUNT SPACING SPACING 1 $PILGYNG 'SPAC'A1G- . .. _.. I i e D wE { L VICANATE LOCATION :•• .. . T'-3" bTN. •..•_., _._ ..: ''I,••••-• T•- ' Mln.'.. ,._. - REaUMiED RFt111tAE2 A m lA PaNNROTR m•, 1 •,:,' .,'F<r,- (',I � zfN� � T4) swE R ri ( DN s) tsLT �# -rY1ro biN DO^ATMOerJ,WR Gr/,3a22o ' TTnEpAOo.cc ALTERNATIVE fi A RNATIV) ..11 A DMAXIMUM A.S.D.As.�EN.��RE RATING 41{ OiPNIN , �ta„S"0. DE�LSz.P3�RF�TI�� pA�REMAXIMUM PANEL LENGTH L■ SCHEDU OR eLDOT WALL XRR SEONDINg MAXIMUM M AN9I08 JMNG GD AT(a)EN tAPP_L,jfA%E aNLr TO iECTi0.N�1 k �. ?Nnrr,ATEII FQR 11Fs ceccir cY u. P' H� / ) � l•j� fEIXARID { - j $ , I Dti. 1 14 /4, 2/4, 2A/1t 3/4 1R 4/4 : �, �, Yw/�s 1. � & iW/15 INSTALIATIONS INTO CQtjCRUE k �ONC.R�E QLRO� S,TBUCTURES 9rsm. DN SHEET T31 � 1 I � l ILIA, AA. appN Me. PNEL 1> TH SCE Slw to } t I --T ON LIFE SAFETY PANEL l- <curnyuF t T � ±.YR �1Ja...Ed41N1}I. COPIDITIOAIS T�1 *BOTTOM WJ V. (vAN.) ;tAE TEh11&Nh7 TO C'Atf OCNRYIOrr t _. ,aR ,yL 1 t a ALTERNATE TDCATNAN ..3 1 J2' PeLssrAt[ INUINb 1' tW.1 aM®Rw sFPNLaEWI FRNMt � ON fREtT 74 C`• R AREA WINO LIFE SAFETY PANELS LaCATION OF LIFE (SEE NOTE 1BROW) _ - SEPMA� ) a, REG" PANELS W/ OR - ----- - SAFETY PANEL ---L !M®MNM ASA rAAcal CF TM -TRIP C.MK-PN PANGJ AX Ml%t. 0 FANUILM PUS APPUC,�F TO •36.a, -rut W-6• 2 3/.• ORfaTFD 10 i EOT - - S- •- r, _ _."_______ . _. .._.__. W/O AEG" TRACKS I OESGt4 TO to To - TO •O SECiWNS. {I t MA1a,aM P.Y41 ! EO XSEE NOTE 1 - t- LAST Pmu((jj m To TO - TO m eDuelrutuN MAXWRLENGTH i' (TGi ( C6NCR£tE ANOMORS - i j'f Y BELOW) L0E SAFEtt STOR110 PANG. OPENING SMALL - i{! m I U (SQ' SCXFDULE UI :;` +r+r�!+.+M+ `� � CaC4tE7C CONCRETE GOTLOCK CONCRETE CONCRETE iN7EN -... SEE SHEET r6 FOR ARCHORa TYP a a.PA iNG MR! INEIALLAWn INTO WOOD FRALE eU.0N0, i l I# OI I.,' .. OR 7' C�.OF RAIW T. !R COIMRFIE MOCK WNCRETi.. CONCRETE e w CONCRETE BLOUt _ ii F I. - SHf:ET ,4) p WkL M AAB ;! T" l ALWAYS aE PRDWDEO wf PEAR HANDLE 7AWMN ANCHOR WACOM AND WOW EOCE OSA4CC ARE R�oCATW ON AILS SCHMU FOw � I E� YY✓✓ PouRED OaaC&lE J - ;' `Ott CONpDIaN) TO FiM#.RATE R,5TALUT4R1 O R,fENBE2 6" NA NIA N/A 6• N/A 6' N/A 8' MIA 1 & 2 (SDP). tA. um 1MM, "WAIM ON SCtEoaF REDUCE ANCHOR SPACNG Rr MaTNtvm SPACM REO#IfED ♦ TO BE MSTALLEO aR REMOVED FROM It40E E_,.. „: EOI QIRM OLNACRe1E ANOHOF$"`.," PANELt ar STRUCTURE SS,t1, -720 g^ 7' B` B• 5' 9' 9, 9• B" B• 1 (BOTTOM) 6'-0` OR LESS sRO+IN Oa SCHEDULE eT' THE RYLaWRRF FAG'FORS. MR THIS OPERATION TO RE Po5s8tE P N_ _ .. }SL?: SHEET { -EO•a- EL Y f✓N _ - 6` N/A N/A N/A B' MIA a N/A 6• N/A i * 2 (TOP). a VOCATE4 FOR EACHAMAZED PACM HAANCXOR TYPE AT AHCNO S MWE1Mg AINED USING FACTOR SALL NOT BE LM iN101 M`RflANI 'i!AOND / ._ { t : Ii1 i . ,k: WOOD PLATE { , '! FIDAPEO !. +55.0 w'72,0 5-0 TO 71-5`: a .I I WALL N1OUN310 1NSTALi:A10 WALL AND ELOOR MQUNIM INSTA LATION SCALE 3/32--T' ® 5' R` 6` B 7 ll2" e' 9" 9' e" 1 (BOTTOM) A►ARgTI /4• ILA i/<a iI4 I4'i ; row PLAIT .. SECTION 1 SCALE^ 3 a. ' - SECTION 2 scalp 3 B• - �A/1R.7 T..N 1'.s N/a; N/A 6`-. NjA .. ".A`' N/A. 6"'. ..NjA 1 A #Na«, GAP, +66,D 72.D -`""""•" """ '`-"-^ "�"'" § :. I"` / GAP �'•••. a. 4... - N*t ANCHOR 9PAa1tilzl�l .,.+.• - I -W#�'E..'�Fi,;SI'DRM PANF:'S,t51EAt:(A1SIAi,LaT113iL� .y 9' 6" B" 6" B` 6` 6' � 8" i (BOTTOM) _ A 3 .._. � ..,A...._.,..- 1 3 t/E.....; a..... .,'•. it if S, I Cbnl. A.r ry• C1y,�,L g ALTERNATIVE / UFE .SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) 1 —,•' --••,- I-;: ,. a'LBId LA2, ATIA J ,id...4 U �✓ OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION LN KIW€EN END PANELS), 8 (AY RIER:OR PANOs 8 (�4,,YERNATt ulCArtON S 9kZ NOTE RO AT DWD PANELS ErG('TENT` :_«.-®- I.-EL�}R._M(iI.L�L_ SLi.... N IL BII O }2C9OfC.. + 2'wV LATE I . '' ^ WF'E 5APREEtUkARMATRoRH Y NOT 9E INSTALLED ADJACENT 70 REOULAfi PANELS 5FE'NOLE T7 ` --.... ... ! n ... .._ -'� . �-- - _ I 7t NI#. PEAL" LONG FWIA'S's Mvs9NG wI \/ J (I OR / ) , r^8"I Crae_IDITNHS AT BOTTOM W,t o IEQVIEO ;1 TI4'P�IIRAFO4 EMswo ia�Ds�wl t LI2" _.._. _. . _._ ,. _.__.. R:IA SECTION h_p AwlAMwAEc. IISRAI0S/WHaiFmeTOPLrAMA*DBEAtswa3'M.. �,0P�AMGt) APPL(CAt3LEto w..,:.__ 2±/R..._. � /Oro-20A7'saWG.r6'o.c,aR T N TIY LAFr�Qii FRAME CONDITIONS ANCHOR 0%AE�QNS 7 LIFE sATETY STDR PANEL CON55T5 OF O.ti3e' GAiVAN12E0 ^afEE•... STORM PANEL AS 47yFyp IQN. D I3 31ES0N " T _ p - _ sEOt10NS dl k MAXIMUM PANEL -..` .. 3•._,._._- Tn9 San - : im .0 1/#s-fix PANr3AMT[ tLiiuF ro OR AL EI A 1J+1L NS �.f},NC 1 R E.y. NAMtt171tN1 .--_-•--- fI' SCFLC ]Ja' - I` PER x3MPONENF-(7J. SHEET 2 OF DRAWING. SCALE 3/32'-T' N±RESsuREI ID MBtTR1 LENGTH L (N. tTHEMD'tT3A �'; T ♦ ] I/°d d �� __ _--_.___. yam_.MomPETM.TMTWN CTD kX?STINc� WOCT1^ THIS PANEL ALtOWS fT6LEF TO BE REMOVED OR INSTALLED FROM THE INSIDE ik191C ,� .� ij LNATE NOTE SHATTER TRACKS NOT SHOWN FOR CLAIM STRUCTURE. Y tNAA1NHM1lttN +49.2 -BALL 3• 3• 4 i 2' -:4 i j2" 2 (BOTTOM) 7'-6' OR LF3a�. : ��« • (`HENS ✓AQ WALL �� NMINIAN _. 11,E SAfETV P REQUIRES TOP 1TFACI4 TO BE COMPONENT& BOTTOM TRACK TO iii TI +52.8 -66.0 3' 3" a 4` 2 (BOTTOM) 7'-6' OR Lt:S6' •'••S, { _l2lG:�T NG INSTAL LATIQN iN4 QA. Tlt(j� +4, BE COMPON u PER SHEET 2 OF THIS DRAWING, .�"ik,A p;:.. lr� i i(' 't�:.•• ✓ '� W COMPONENT 8€ INSTALLED WALL OR FLOOR MOUNTED FOL1tWAN0 SECTIONS t * ¢ +55-0 -72.0 2 1/2" 2 t/2' 4` 3 iI2" 2 (BOTTOM) r-B- tTiE LESS _ ALTERNATIVE 1 W o Q�;. DENS 2 ON THIS SHEET, AS WELL AS DETAILS I & 2 ON SHEET 14, y:•�Q'•: �tiG •Sf • 2 I 2" z 1/2' N/A A 2 (BOTTOM) 7•-B' TO B D #' 'k = SCALIO 3Ia' - T` tit C +55.0 -72.6 / I. ( FLORIDA BUILDING CODE NI h Yeloel Hurricane. Zone NO 7 FLORIDA BUILDING CODE H1 h VelocH Hurricane ZOna G FLORtOA BUILDING CODE (High Veloc7 Hurricane Zaino)9 s Min. LENGTH FOR COMPONENT � IS i5". ? t56.0 -72.D N/A N/A 3' 3' 2 (BOTTOM) 7'-b" 70 8`-8' c , EAr mv19 DL1fLP, tNt. r = W TILTECID, W rP Q Max, ANCHOR SPACING FOR COMPONENT ANCHORAGE. AT BOTTOM IS GIVEN ON - No. ; •k - mm unw, Pic - py, - .s� - rP. SORML£S A 2; SHEET 14. ® * 20 GAGE GALVANIZED STEEL STORM PANEL - - .. s" h.;' 4v 20 GAGE GALVANIZED STEEL STORM PANEL _ - E 20 GAGE GALVANIZED STEEL STORM PANEL }� ? *.'. s DRAWN Rr: 4 •., DASD.," -_,... GROW, Iry * '•. ST OF '+aa �awAN Bn = Z COMPONENT MAY BE PERMANENT OR RFJHDVABIE • u` s S -"' O7 I. lF18TALUF7"COONS ARE ONLY WON FOR aLAtDwcs YTlTNN A6.tl. OESrDN LOADS UP TO—�—� .�^ All I #FI2II S GLOBAL PROTECTION PRODUCTS, LLCa I'f 7°'0 + .a -a2 G ART ON P WAD OR SLI uP m e`-8 , of/amb P .•" T jam/► 4Ay� L#TBA1 PRtaTECTiON PRODUCTS. LLC. w rr i �A ya q aTE p •., Ft R10 �f �,R GLOBAL PROTECTION PRODUCTS, LLC" DATE 3, SEE DETAILS MR tNSTALLATTON INTO WOOD FRAME BUNLDIhM3 ON SH€ET #S. !y"pp OR [!�! Y iI! ENt.: a. 4 sw. at 3nEEr - �� G V O INC. aW. A* 51 SIAW x MR NEW wd)4 TRrWFE GaNSTRUCTLONt WOOD MEMBFFS m BE sOUi"eLFiaN "I, f ,,.....i`'' TL _L M Q TNO. 4s�s sa: 6, START Z c c ti..,(�✓'NtLMN9 OO,M'ANY DfiW'. r. A3JT4 / ., PIS No. Qi Wf SPECIFIC {DENSITY OF 0.B5 OR E4MM, ai F ..SHEET 4 CDR DETAIL AP CAB. TO E NECESSITY F T. INSTALLATION o. a `il -" 1 r�,rs-t.a�,� :. 2O T 6 F�,"E�1� A ii a y,,::� 20-178 F - /° My +'.•^' N R C0/fPAMf QA°AE. FY. ]33N H "vital Is�, Tt' rr T'RTINO R COMPANY >]tYffi. Fl 3"1. SEE PU L E THE CES OR HE INS. ALLA . N /M $ aN AL A.W.» W.: w. 3"..'wwerM F.FSRe: a J.7,m 4IOW, (4s4Iee9-7544 fA%. (m)6r-e797 20 17i1 .. xw w. r aW. NPRnrAL n as*u P"DW-, (9.." 7345, FAx (95s)MR-6T97 7 _ - !,N MAN .. xaL R, sr foe PAswA Nwmw, FL aF/AA TAS4)6R6"1545, FAX. (sai)MIR-Rm SPACERS AT TRACKS INSTALLED ApWCEM AND BEYOND TO STUCCO/W002 RAPIDS. /'N,NI it AE iA A->s awT wH IRw r ; wwt eN,_,AT, AW..'`"Iro) 4r+-uXN , r.... pm) MN-+aP. tLR+MNG Ne, Ntl Hlt Q ='.T ,Ortiz inX_,yb ,:... r]OC to-NeJ.. r » Ali aqk. . r w .m.sX .nE 9kD Na 1S O4ii1NAEIOATC _, ' 3WLy'1 T4 ei' 36 4A 7 4 " iHMf TS Or 2& ��y�p CA^N1WOMaL9 rPaf WaPWTIW rA.r AAiarw Aas DRNPNG Nn '"` CA-O«NLBti# Oar wrr w: es Rwr sas CA•-tIDR6vie _ F.0 wN,(SWNMLelIUVE a smrM •. - - 3ENC/2r DUAL # NF„ P,E a Na# 2-T "a PE. 41F1'1.I'°NRL,AtURP /tM1E WAFTER A Ti1Jf JF.. P.E fbeM WALTFP A . h4'. P.E _ " $LIEF T] M 24 i ! .. - ,. ♦' SHEET NO. SH 1.1 -,-----------.- - , - _........... _____ -ANCHORS (SEE SECTIONS ON SHEETS ".Is, 1.4 & 2O)-_ -__,". - - - , ___, � 13 1. MAXI; : : MAX. W7. 44/17, 511/18. r* ZI 1;t4%1.7 / ;,501111 I MIN, SAW/10, ILAN/IS & SAW/20 * a WN/20 v. ; , D.M.or,04-_ ___., .-.-.---- ------..-- -,--,-------,--- I --I---.- - - - T .." ________ NINE;7 - I I I I.� -1 0 0 f 0 0 I 1 6 I — I I i 1 I � 11 - I I , ", � - I I - I i I I . , , I ! � , , � - 1 � ! I i - 1 � -, ,, " 1, I i 1 I � , — I I 1 I ! I i - , i I i I I 1 I , — � i i , "'T , f ; ,: i ! T , � i � ,I . I I ; � I I 3 1 1 1 I I I � 1 ; I I ; i 'I ! ; . I i - I i . I 11 -------------- f I I I (D PW.l I : !� 1 , it ! i 1 � 11 J I ,--J,----'l, �i cl),Q� ;� � i"I" �, I I "e" � � I I I , m wM M PANEL � � , I , -I �Id , --l'-�.."'."',�It . T - , ', � , il , � ; I , I , 6�_ I � 11 I I T Y�.._��I� ILI, Ms — , -1- 11 , , , '=,., 3 �z 11a- ; =`4 "T � ; i I - , - I "I . I ---� � __,".], ��l " I � I � � � � � - 1, � t� - -- , - � I , I - f 7� I � � � I , _-, I , - i I I 1�1 161W 1 1 i J � - i � ! :� ___ _ � � 1 � I ! i � i , , � A � -- - ---- i �. �L �1 1, � - " - - - - -1 I � .1 __��, ___ : i 1 "4_,j4___!+___ __�_4___.___:_ i-1. ___: 1. 'i, 10 , I t � . I � - 1� ". U..", I ) � -� I "Na wnaw I ri _-, I ] �_ � I I 1� � L � - I � : I - . .4 KP - LIST A F104 'IM.- i �3_wtx U/iIi. 4A/17. ;71.10- 1 "MRIOR t�:IE "";4oft"ll. 3- MAX; , I' MIN. MW/19, 1AW/I9 ,I 8AW/2D SOW120 I' MIN. __ - - _.__ - -------- -ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 a 20)------ - - - -- -- - -- - - __ OPT #2 FOR LIFE SAFETY STORM EA Elel ELEWTION SCALE 3/16--l' V., _Xw SECTION A=A SCALE 3116--,- 171xillvigLvg.L-Aojmo1*11cizm;i�4*-"I 1,4417.110XVIM a L*44lz4z[3�,-I;LslziniiLtm7y.mgLlj,lm;r�izigmq:4�Ltit;IK%dl!"-ifplzllztb I , WIAXIMUM KS 0- Max. PANEL LENGTH i MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (p.s,f,) L (ft.) i (SEE SECTIONS) I TO GLASS CONDITION I +55.0, -72,0 1 8*-B" 1 1 2 3/4 - - UNBOLTED .1 I : I No, PANEL LENGTH (SM SCHEDULE) i , i INSTALLATION QUAILS FOR OPTION #2 EQR UEE WET � STORM PANEL SYSIEM INTO EXISTING WMQ MOURES I _r � � ; � � � 1411'r WOOD 1111 " -ACQUIRED � !� '? 1, 11 A I., � 11 "r.1- I, ,_ � I I T, 'if - N -, - I � I "ti HEADER �� ... i - 1� , I ____ , 11 -,, fl * -11 , --: -v` —� -.,! 1,T11 �- -- I I , � :-,: I ��',-__!1� ;___ , - - , ,,�; �.,- i i I !: ", �111i__1_!'---r-F't'T- _ I I I , - , - , 1 1 HEADER ", ,� ". I'm _� 11. ., (A , 0 MR , " I ", " �,, 1 � ,_au " REQUIRID " " I I I LIVER 11 11 , , - i. , - " j " I 11% - � - , � If - 1/*'* TAPMN a a, Due. THREADED � , . �� - I TAPCON 0 V DIG, � "", , I , I , - - --w14'"#'n* MIN. THREADED �, �1 I �� , �", I , � 1_'� I � ` 1, _�q I/ 11-1 � 'I -:,, OC. " _ � I - W/ 11 �� i I - __ 71T, " I , 11 �T I � I � 11 Ejj�UNAI y . I !,! HEADER , , � PENLIPAWN AT WOOD I " 7, � " � , � � ?_ �/� , , 1 - " , �, " 1 � ; -, ,,, PE I I I . ,F �' �, I ,�l , HEADER , HIAXR I . I -f -, . iij % F", - I �l4 � �� i 1, , p I Be" - . �t, �� . 1 L , . I I I I I I 2. � I � i M`l - / " I - I I 11 ! ��Z amp& 2- I , �, , , I/C I , ; , I 11 i I W_ � . 2 � , - � � - I � .1 I I / .1� i I , , . W., : � , I , i 4 " , ,, I � I -1 1 - " -1 � 1. � I , , I , g � � I I - � , 1 ,� , " I , W. 11 LL I f 11 $ -2 ,2, '. - ,/2- 'i I I/It, � , - I 1/4� �' - � .. - 1 I I ,5i " ., . � __..L � -- I � � � V � . / r I . : I 11 utit I � � 1 � . I . , i - , I I I , � , I- � t '! � . I / : � 11 � - , , , � ,,; - - I I � i b � � � . � . I � ": � w III E -I& I tili . I I i i - I � . [ I � I - - i - 11 11 - - I I �� I " - - - �- I F I , � %N,. � � I I 1_7_� ..6 1 . (3) ! � Uld -_�._�_c : I I ; (3 . I p I — i 1 � I . 0 LFrI �, . - 1 � - (3) i ! , � i i , . EM11 I " S"AH"O' : r I . , W. SEPAWOW I � : I EXISTING I I : . � 11, M., ; PAW� " GLASS M GLASS I I .D.tbla t : i - , .,. i : V W --i- (,. .. I I LENGTH N � 10 V W... fSEE NOTE I BELOW) ; I � � I i � FANEL LENGTH F OR SKY, to I ; -I. M,., SEE "DTE I " � , z DUSTING ".. ImhAffm GLASS - to OLNIF ISM SCHEDULE , 1 � , . - IS .- -, - Ij EE'N0'MELMT`L'.) "v � .1 - , - .- - -, __ EMSTING 1 tal wokwww GLASS I--GMr,= -_ ; i , . : � PANEL LENGTH L -_ , I " -,',, (SEE Norr I BELOW) ; , -- --t-1- ___ '__1 L -, 4W SNEET 16) T :i 1 � I 1/4-2D.3- 1 __ , , I - . S& M's _ , - , 7/8'd I � � I---- 1, I--"----- N11 � IN SHEET 15) I I. ., I I � i : )/ef-20. I. : - ___________ ss 11 ____ .1-1-1 1 4 . I i I � . M140 NUT .1 � r 1i I I I . "I I I � I 71WvS, 3%2 I I I *110 NOT L-11 � �A i,�'_ '��, '11 - '_ - -, A� ... � - --- , i ,,, I � � 4 : � � I � - _� - I, � i I 1"' --i - � 1- ... � I -1- . _. .1 11- , -11 , - I __=i�, -:- - ,_� a � - - __a4_ , , , 1-11 ', 11 '�,, � I �� I I 1 � � I e4`0 TAPCON,at I � _4_ , j ! � ,. - I "' "r I I A I � I I � ." ,e I � i T i iN - ! i ) I I -1 =1 1_=_=1 --- "I 1-1. � __ ___v I- I _. t, �' i i __�_____A -11 _`� - �� i I *�Tgf" 0 � __ " -_ ---- - z I I 7 I I . i I i � F � f I I 7 1 a , - I i x --- � , � IIAIDMDT44 OF PL411 �; I � I � I . . i � 1 � ! � a , I �' g- -i : , � I $ � I -0 i. L , , _3 I � - I I I i I : I " 11 . . I . , I � ED. -, . r* - � __ - I - - I I- t� I � �r ! I - - - I I CONT. � ..- � , . �� _@ . �1 . � I ... . 3/32* MMG NUT I I - ON , I . I '.1 -�_ ;; � ,,, � � - t . I . I I - � � - I � . , ! ; - CANT. t I , I �!� - wa-# , 3/32' WING ♦ " . � 1: I � ! I I ED. �1. - " . - +_� , 0 - �1_ - �� 1. � I L 1 - �� r � � ; . I " I : ED -_ - - - 1 � - � I " �� , IkO � � __ $/4'S,S+ MS. ./ . J�S4S kS, Wl -7/eft3/32, WING NUT I -A .__4 1 S;�/%�^ Z � � 7 14UT , WASHER 0 12 1/2- ac. WASHER (BEYOND) , � :1 , �11 [ 12 1/2. D.0 ","In.."• ,�. � � I ;J j4ur WASH" (BEYOND) I . r.' I I � 1. �! ` i 1/4 -0 TAPCON 0 r D.C, I � , . � - TAPCON 0 S' D.C. --- �� W/ 56) 4 ; L � � I I . - I . ,�. I ,_ _ 4 4�O C. .;� rl __ *=/RST )* -_ I � � I � - I I - -_ " e MIK THREADED ; '" -_ 7 I . 1 . I , I � I � I - - - - - �_ _ I, I I W" P J�Mk, THREADED N AT MIDWRITH OF PLATE i I . , � I "g�w TKVADED 1, ", 1� I- ,- _z �i� _ .� � 4 - - , AT MOMOTH � OF PLATE i I I I - , 1 � !11 I I I . I - � I I __., � � � �� -4, "" -4 :,� TION AT 0AIDMIDTH OF PLATE � --,-,, I L1_ __ - �11 2 - * * WOW PLATE 1 _Z�0' WOW RATE - kQUM 111- ----.-.---- -ne WOOD PLATE �, ___ __ __ PIAIV KRvBD , - 1EXTUMED AMUA= MN WALL M§NrA 15- WALL ATION WA "", AL ��!�—; 2 I EMEA&IKLAIN 2fRffiMlLAMR EMEL ERAHF,L"'04011"4%, sGALr 3/alli' w,,V.E 3/sY-1, SCALE 3/8-.,- / ,�,q�,.�!n�� NMI r a " �% `Yy,.E '%"o, 1, INSTALW11ONS ARE MY VkCi FOR BUILDINGS WIN &SX. DESIGN LOAM P..", ;r %'. FLORIDA RUILOA10 CODE �Hlqh Val!!fIX Hur Hur cone Zone) UP TO -S", -740 PSF AM PAWL's LENGTH UP 10 W-IL', 4 W " .t .= M"Em. Iw, rl I 2. FOR NEW WOOD FUME CORN TIRICITION, WOW MEMBERS TO K SOUTHERN 3 PINE No. Z W/ SPECIFIC DEWM OF 0�55 DR EOUAL � * -, � .. So I I I..''. I � ','$"- FL � *_S . - - z E (9;� �_ �--7�—_ — TLITI .: - r_,— 20 GAGE GALVANIZED STEEL STORM PANEL ________� — Oak" BOO ,/ I � mi/Invim GLOW PROTECTION PRODUCTS. LLCt / IIINC-.\ NL 4800 &w. 5, STREET - M7111 01"�'.1'....'! - . _11;� , "", SSIO "&A 15 , _,�p 4 - t: ---' -I- PHONE am M. 3n' m, 20-176 xM � M__ - R,.1. - (w)$N-7M5� F�- (1154)610- - � r.w FW4 - , ma - I., BRAND KII, ... tow', IwAL'"il- Sw,acMtFuq,E,,zM1E =,: i - M I - %N.nR . TILU'r Jt.1 PC EMPSA I*. f 61 fl,39 I 11 __ 1, - SWEIO HI OF 26 1 I I . ,_ _ J.4* TAPCON ANCHIM : ot 9. O.C. " � r4e r11 3/a.-I INST—ALLADON DEIAU FOR P119N #2 EQR UFE SAFEIY SJQRN EANEL SYSTEM M EXISTING POUREQ ONCHM 99 CONCREIE RLQCK MUCTURES __ tIi1t'.TAPCQN PIK14M I TAPCON ANCHORS !0/4*. tAPOM NVCHORS _4, It O.C.� - _*t1.'_ DIG. � , ___, , 9 O.C. � , I .��, — , gg�. ", I ," T294044 . �, �� .t. - T MCMWILEFL MCRIEFE, i , OLD" RIEOULRJO) , . BLOCK REOURED 1 �, BLOCK REQUIRED � .1 - . , - 1 1/4* : F'" �11 /V � - � 1/4' 11 I L X____ __ -I - � I 1 l I M__ � j : I I �� _M"�_ 11 7 " I ' I I - � -II� �A , ;%. i 1, � -a COMM 3/32 . WING WT rp 0 $2 I/r ", ANCHORS j small to. MD'ATOH. IIs,.IA- l"-� , vi I [ 1 I3 ,! 1I 1i 1"1� . I . , , , "A. �4=L WE SHM 10 A 20 MR ANCHORS rft # ANDHIRT Yft -M!'t., WOW" SPACIMT FOR INSIXIATIONS, WILL woo — am,cit 9ftwo B,,j 3 "AME BUILDING, IMMAIII MOM SPAON&S Mb M'WJM 00" DI ARE DWRGTEID ON THIS "vxe_ 3 SCHEDLILE FOR CH 14M INDICATED ON ft_Uwj =E — I SCHEDULE mum .4CHOR MULONLYM SPACING SHOWN ON SCHIMNE MORK WA OM boom Imm By THE FOLLOWING FACTORS — OPTO BE POSPIRE, REDICED - ---,-,---,-,---' I/,—. --,..,-.-. `4 _ SPACOM DOW" USING FACT" SHALL NOT - K LESS THAN044" Sp"C"a Pa'"'Ec MR EACH 09MR TYPE 0 114 swolmmik. _111-27 A_1iiw_1 ----- ---- __�L_ ______ -1 ---,- - I 37w — 11AWIVIDIt TV . sc- i%j _ � . 2: , i V I . M- � I I I � I ! i 0 I 1� I ,_�,�,, I I - gs q i I - I - e I 41 j I .§ ! L-' I I � g " `N_v, - - , 11i, , 61 - I . ;;Jlo,.R � I � mwvuw� I . I 94,IIm --- _ -4 I r L - �, --- -__g_-_ I 1 I : , 4�1r 6. ,1 I 'j � 1�4�111`111`11_, , I I I � '• " I i � 1/2' - " I I ,., wms, IN. / "', _ S� W 7 , 1�.`0;3 ID, , F, NUT WASHER � ft � 0 12 :4 or 1 , ,2 . -,- . , : - I* W `S_S. k1E * I i --m �- y/111tX.yX1. MIT Z.. ", ! � 11��; _�� , (BEYOND) I i i I ! I ' I :1 ... --r' TAPCON AN04M 4 'A. at- : I i I PDON �, �, ___j4!;j � - NS i 0 4 IJ2" oC, CR$EIT=E 1---OUCONCRETE REQUIRED WALL U91afflA"TION WALL I -_ 2319TOERCR.E- TE MQUHM IMUMION * REGULAR PANEL 11 SCALE 3/8'-I* Uffff_jWET&NEL SCALE 3/8".1, INKAUAI19N 12ET—AILS FQR QPT1QN_jZ_EQR UFE SAFETY. STORM PANEL SYSTEM IN EXISTING WQQ]2 STRUCTURES � I I � - T--- _ !T � M "' I !�; I � qf 4 1 1 q � ... ..... ,-, " -,--- -, �iR I I'll "" " N " , ,:_ v , w � I I �, " " X "? H il.-I." LLoL�f ' /*'f TAPCON 0 B` D.C. " , . . � I � � .4 T ON a . D.0 � " 11 "' �' - IMFIV,00 �11 . I _--v) I/ MIN THREADED I 1, ��Q it) , � P I iy \ ; i ION AT WOW ��11 , ,% 11 11 , 1 HEADER HEADER ", I 1 -, �- i " � , 1 , 7 ", j� 4 � , .1 I , 1/4- --- , " I " 11/4- ', __iX 0 1/2- ,e!\ � , .1 I -1 � � ,� ... il\ 11 r ' 1 7� 7 � r_Ms._.._, ____ � � I z � I -- � - - � WOOD HEADER " I I , Ill, 'i i , - � " WOOD HEADER t, - I %� I , . - �_ �,_; - � .� .�' ,% 1 � , � 11 � -d " 11 � RIO, t, REGURED � : � � 1. RLOL, ... ED) ., , _1 I I " F - S. I I (2 � i I �. __ " 11 , - ! : oow. I ': R_ I �l � � , " I I q ; , i 3 � : -0 � � � Mki, � I i I=," i ! I � I ! %- (W. SCHEDULE I I � � I I I � . � Ma ON vur Is) j ; � =_ I w, amutur" ! 1 1 I To =, . %, "� , . __1_1 j � . , . "I" m... , -, ---I--- __�:, OOSTNI �_ (SIDE PANEL L0404 __Y PANEL LENGTH I � (SEE ROM I RELOB) Ij4'*-2o.t!I ow SHEv ,$) _ : j - - _ �,�__ - (SEE Non I amowi i � I - -------,--- GLASS - I . I GLASS I � I � ; I " M's, W. L _. _111_..�. � ,� r -, ; I � I --- ,� �i- - XW81,11.13A, \ , � I � , i __1 I " " - I---- __ _A�1_ -,-,,O,,.--- � __� "" I - ,,,, 11 VIL11 I ""' � � i , , j_''_, ----- -� � I i f 1 1 1 1 _ �i` I i r_11 111 ,- I _11__,,�__ , j I � I i i I I t 1 1 � ! 0 � I I 1 - (3) i I I . . I I 71 : lT n X17-1--1 j � 11 �_ - . L . - � $ r 4��- I .1 � , - Va. �: - __ �i; � I ED. 1-1 , - r) � a I- �, " - - ---�-i� IN 0 - ___ - :T1 i � k � --- I , � L�!- i�11 r__] ��', I I � 44� � 13 � -11 I I L_ �'�' �� - -_ - � _ - I I i L I � � 1 i ,7 �; I j/$10 . /3 , 2,x4, WOOD . � ii )7/13po x 3/32P WING NUT 11 I WING Nu I � , � , 7 �. 2',4' wow 1 IL; �� 3 !�x - "' __ -,-,- 211; I ustim 1 �1* G (BEYOND) REQUIRED 11 � 'L ? I I � , WASHER 8 /4' D.C.0 C. RECKHRED ,!� �� 11 1, � 11. i�' - �� , - #14-10 PAWLMATE PLUS �11 � I I I , ��_ 11 , -l- � - i � '], fl-IG PANDLMATE US �j � �j , PP-_ �� _.. 1� , 11. III & � �� ,- lq � L� I , - __�_ T I - -1- � IS, 6 1/4* D.C. w /a , , .;i - 11 114a6C. �=' i 1, _'� . j �, I '., �, N, '" � MIX THR i !� 14. THREAOED P TIoN 1 7 � � , I � � 4! - " AT MIDWIDIM OF PLATE I , - 't AT MOMOTH OF PLATE g �_ , t .� � I , - - - - LOON ft" MQWKW INS AMOUNTING - I ALTERNATM JIM 01AMICH"Al"j" A gw N�.Tltj MN 2 ,<,;� , 6k 0!1�01 -.1 ENS - v Ik SCALE 3,Ar-l' SCALE ve-11 . &'%,. 1� [�� , . FLORIDA BUILDING CODE Lifgh Velocity N cons zons)l hl= "m w-um- LNO, 20 CAGE GALVANIZED STEEL STORM DKow vy; � '*f - I ��L] "I �_. * , !, *51AILADDRE, ARE ONLY VAUD FOR BUILDINGS WITH A,S,D DES" LOADS E *' - . - , . -72.0 PSF AND PANEL'S % - 1 ovnma LW TO .W5. LEWIN UP TO V-S'. S IE �* �j,_ �-L:�> N PRODUCTS, LLC� S `0% - GLOBAL PROTECTION ME. 2. FOR NEW WOOD FRAME CONMUCILON WOOD MEMBERS TO HE SDUW-RN 1: ... . . . , 1109cotkc:� " , I PINE 140� 2. W/ SPIEEM DENSITY OF oSS OR EOUAL 'A" .�_ ofklrj�oq� / ` "W" p 3:13" 1 '11;;'li: ,,, IMSTAM-o' — D,HT"", IAII� (04MI&S-ITYRT 20-176 .- - .%19 - - — c-ow10 DRWW ft 111',NF� -1 ZF ? .1 — I - z . ...... �� 'u,"Ir . 't WINTER. &= rx �--� := Le or a am " . F179 j _ I I INSTALLATION QUAILS EQR QUION #2 FOR UEE SALEM STORM PANEL SYSIEM INTO EXISTING EQURE12 CONCRETE OR CONCRETE BLOCK STRUCTURES tK4*EAMON ANCHORS 4' TAPCON M04M . - I ,;.62 -I_ I --IS ,, D.C. .1 - ,�" Pam CONCRETE , � __ POURED CONCRETE � - - OR CONC.REFE BLOCK . , 1 .. __ OR BLOCK i � I � 1 Rwqm REOUCIOPICRELE F-C 1 - � gq._ __-, _# i - - - I -_ _ I ; ED.- , , � I Coo � , � I � � � I �.. I .�111 �.111 � � � � � ; 1111 � , I � � �, , I �, - -11 I " ", � .... I . .. ... I . 1 � I j k ; %,i j, - ,H`%?N`IIW. I 0 � I —ft " , ; i _0 I L_ . , ; . 1W? - - F I j ! 1; i I I I ! I I I 1, r I - � , i 14 il I. 11'__] 11 t-1-1 I I " #14-10*0 PANELMNIf ; __....., � YA 0 . vw BAD = -M ! 0 0 1/4- OR, � , IV= 0.. REQUIRED WALL MQU .jFNQ INStAWAMN = 0 A�El_ SCALE 3/13'-l" SEE SMELT I III 20 FOR ANCHORS TAPE A 9 ' Now Im - - PuJ5 SPACM FOR IMSTALLAZIS INTO WON - { me." vu" Q.) 3 3 FRIAM RLSAING. MINIMUM ANCHOR SPAMW AND MINIMUM EDGE QVIOU" ARE IRRIGATED ON "Ietucot— 3 - I 3 L 31/2 SCHVIRAE FOR Eb; LESS TAW 14 TOD 0, r SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING SWING SHOWN ON SCHEDULE It. -*Q 00ft rA em 0 00:100 === ZZ 7_7 7. 7, !F __ , ' - SK -1 __ - ,--- SIACM ORIARLED USING FACM *ALL MOLL BE US'S THAN WILD" SWIMS 09WATIED FOR EACHANEHOR M04 74S 904MULE __ __1_yj� -1.1 f ___.- r__ - - --Iice`-111 " - --- 1_. 3 t1r - - I � ENPI ; I IIAS� 11 61 1_1:-_7A�,,=_ --;4r--1 " I"' - " F, 13 .9 I___1 -I- - -_ I , . f I I I T � I I .� -1 7 : I 9 WWORIP. __11 - - 11 I I �=.��-'.'.-__ - 11 � I I I I . � I ; I ,I - a a, I . I i � E-vo - I I � �� I I t . I I i I I � I I I � . /_11, , 4;, - 4A• . - -1 . .u. ST/vw .- is , :: 'CRED, - IMAM T"UI9w WALL UO ON 0 UFE SAFETY PANEL SCALE 31r.1- 'L0_,401A1. 1Tij.", �,� a�j..�;;, 1� \NCEN,i-!,9 !3 .. * i No. 44167 1- . III, : ;wz . - = I wOLIEDO. HL =W& MM, VALID "- HM =8M P". MMU I E-Z HANG, STORM PANEL SHOW* ON THIS PRODUCT CVXAATMN DOCUMENT (P.E.0) HAS BEEN VERIFTED FOR COMPLIANCE IN ACCORDANCE WO THE ZD20 (7th EDITION) Or THE FLORIDA BUILDING COX. DESIGN WIND LOADS SHALL. BE DETERIANED AS PER SECTION 1620OF THE ABOVE MENTIONED COM FOR A WINO=TAS a THE "M ITS WILL BE INSTALLED AND FOR A DIRE Y FAMIRICU10 USING "Ill"OASKED THESE s"OUTTEEXCLED INC mAiNvuUm (AND FOR DESIGN Pit M,URE RATINGS lit"IED ON SHEETS 20 * 26. IN ORDER TO VERIFY THE ABOVE CONO[DOM, ULTIMATE MKIN WIND LOADS DETERMINED PER ASM �-ITE SMALL BE FIRST REDUCED TC A,&D. DES" WIND LEADS BY MULTIPLYING THEM BY tLS IN ORDER TO TO COMPARE THESE W/ MAX. CAISD) MRSN PRESSURE RATINGS INDICATED ON SHEETS 26 & U IN ORDER TO VERIFY THAT COMPONENTS AND AMC14ORS ON THIS P.F-D. AS TESTED WERE NOT OVER ISMSEED, A = INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS RM USED IN THEIR ANALYSIS. FASTENERS SPACING 70 WOW HAS .BEEN DETERMINED IN ACCORDANCE WITH N,OS- 2015- STORM PAN ADEOUACY FOR jMPAIt AND FATIGUE ASSISTANCE HAS BEEN VERRIED IN ACCORDANCE WIN SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTSIC LABORATORY. INC- REPORT 9 2032, AS OROTOOV-S TAS-201, TAS-202 AND IAS-203, 2- T141S SYSTEM HAS BEEN DESIGNED TO BE INSTILLED ON THE OUTSIDE OF THE OPENING ACCESSING lHE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR UTT THIS APPLICATION IS VAUD WHEN INSTALLATION IS INTENDED TO OF PERFORMED FROM THE INSIDE OF STRUCTURE. 3. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE "MOM WHEN iNVALLATION IS REQUIRED TO BE PERFORMED FROM THE 04SPOE OF SMUCIUF?P-- 4. SERIES 2000 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND HORIZONTAL SLOERS STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 5. ALL ALUMINUM E)TRUSLONS TO BE 6063-16 ALLOT AND TEMPER (UNLESS OTHERWISE NOTED) S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 31OL5-H1II 411.01`„ 7. ALL STM SMELT OCTAL PANEXIS ISHALL HAVE STRUCTURAL CUALITY STEEL. ASTM A-W CRAM 50 %-, 4ACYAWED STEEL, DIESIGtATION W/Fy. SB.S KILL AFTER Roam). S. ALL SCREWS TO HE STIVOLESS STEEL 304 OR illt Just SERIES OR CORROSION RESISTANT CCAIED CARBON STM AS PER GIN 50018 W/ 50 k*I YIELD STRENGTH AND 90 4W, TENSILE STRENGTH & SMALL COMPLY W/ "RIDA, BUILDING, CODE SECTION 2411,3.3 4 S, BOLTS TO BE AST' A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL NTH 36 44 MINIMUM YIELD STRENISTH. 10, ANCHORS TO WALL SNAIL BE AS FOLLOWS,' (A) TQ_UL1A%_eQV2ED_WA&. - I�4-0 TAPCON ANCHORS AS MANI)FACTURID, SN' iTW BUILD". LNC, (MIN. f'.-3112 D.C;) C/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN, f-3000 a.ci.) 1 4* * X - #14-10 PAWLWATE FEMALE 10 III PANELA031 PLUS ANCHORS. AS MANUFACTURED BY EiCO CONsMuCTION PRODUCTS (Vt-3350 Pall A. 1) MINIMUM EMBEDMENT Of TAPCON ANCHORS INTO POURED CONCRETE SMALL BE I 31C AND 2- FOR PANUMATE FEMALE ID & PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF L,'4'# X ?/a- CALX-W ANC14DRS SHALL BE IS 716" IN'TO tONCLIMM NO :E INTO ANY FINISH MATERIAL SMALL BE PERMITTED- 1/4" 0-20 SS SM" BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL E;GST) TO ENGAGE 3/e INTO ANCHORS. A,3) IN CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS SIC FOUND ON Tk EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL Of AS MENTIN11) IN AA) AND 01 A,2). (0) 1p_U&1INLtQh1GRE1E_a&&_wA1l - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY IT* SUILDEX INC, - �/4* 0 X 7/8* CALK -ON ANCHORS, AS MANUFACTURED BY DEWALT INC. (f-ISOD P,fl) - # 4-10 PANIELMATE FEMALE 10 AND PANIELVATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS W?uti P-1) F Ple. VEALA-A'SOUREASATE 20 GAGE GALVANIZED STEEL STORM PAWL I " OVAIN ft - -Lm.pt — MAIL PROTECTION PRODUCTS, ILL mao. vc.2' ).M.-v47 F 20175' IT I) MINIMUM EMBEDMENT OF TAPCON ANC4,IORS, AND PANELMAIE FEMALE ID & PAMEUWAX " INTO CONCRETE SLQCK Si A Be t 1/4, S,Z) MINIMUM EMBEDMENT Or 11;44SH 7/4' CAUK-IN ANCRORS SMALL BE IS TIC INTO CONCRETE NDEMBEDMENT INTO ANY MATERIAL SHALL BE PERMITTED. 1/4' 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG LhOUGH(SHOULD ANY FIN04 MATERIAL 0051) TO ENGAGE Ve INTEL ANCILQRS, &33 IN CASE THAT PREGALE STONE, OR PRECAST GGADGRErE PANELS M FOUND ON THE ETOSnW V&J_ ANCHORS !SIALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN 9A) AND IN 02). (C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPfCIFlGAT*NS OF THE ANCHOR'S MANUFACTURER. It IT SHALL BE THE RCSINRISIBILfly OF THE CONTRACTOR TO VERIFY THE SCUMDNM OF T14E STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO SUES PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO 0DIVEREFE, BLACK OR WOOD FRAME 8URATINGS, 12 THE VISIALLAPLOW CONTRACTOR 15 It) SEAL,/CAULK ALL SHUTTER COMPONENT EWES WHICH REMAIN *4 CONTINUOUS CONTACT WITH THE BUILDING 10 PREVENT WIRD/RALN INTRUSION CAULK AND SEAL SHVR TRACKS ALL AROUND FULL LENGTH. S. STORM PANEL MISTA"TION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWNC PLUS My BUILDING AND ZONING REGULATIONS PROODW BY THE JURSOLCTION WHERE PERMIT Is APPLIED To. t4 ATIBUM VANDOWS AND 00M, INC. E - Z RANG STORM PANEL SYSTEIM"i is PAMW PENINNO. 's I.) DOCUMENT &CO1 PREPARED BY THIS ENGINEER IS GENERLO 4WD DOES ACT PROVIDE M=1'011`GTr&"n1N*NsPECIFLC PIT CTz L,. WHERE THE SITE CONDITIONS "It FROM THE P_E,0 (b) CONTRACTOR IO BE RESPONSIBLE FOR THE SELECTION, PURCMAU AND INSTALLATION INCLUDING.UK SAFETY OF THIS PRODUCT BASED ON 14S P.L.0, PKMDED Ht/SHE DOES Not OLVATE MM THE CONDITIONS OVALED ON THIS DOCUMENT, CONSTRUCTION SAFETY AT. IS THE CONINACTOR,$ RESPOWS81um (0) THIS PRODUCT LVALUAITON DOCUMENT WILL BE CONSIDERED LNVAU0 IF MODIFIED. (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH DILL BECOME THE p4RIM ,O R.) FOR THE PROJECT AND W-40 WILL Or RESPONSIBLE FOR THE PROPER LD ENGIN EER rD RECORD, E USE OF THE ORD, ACTING AS A DELEGATED ENGINEER To THE P,ED, ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW /a) THIS P,EXL SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER or RECORD THAT PREPARLIEL IT 16 STORM PANEL Mazy UFACTLRER'S LABEL SHALL SEE LOCATED ON & READILY VISIBLE LOCATION A' STORM PANEL IN ACCORDANCE VIM SECTION 1709-93 OF FLORIDA BUILDING COM. ONE LABEL SMALL HE PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH S�CTLOHI 1709S.2 OF THE FLORIDA BUILDING CODE. E a) a) C_ CIO -0 —Cu > a) C. -6--, = a) o) 0- 0- C- 0 0 S_ = .&,.., Cd ... I 0 -a 0 0- - a) 0 . 0 = cl C= -9 vi M = 0 0 ii:z ku U_ 4— 0 M > - "') Cn 'F -0 Cn E L_ 0 "O CU 40 = cn < 1-1 SERIE5 2000 & 1000 E—Z HANG STORM PANEL5 '/24 BELOW) iz% INSTALLATION 8 SERIES 2QOO AND 100Q E—Z HANG STORM (SCALE 1/2-t-) / W/ OR w (9). 0 f4D (SEE MM 2 NUID - .. W ft�i-SAM V�24 - - S 2'/24 $il ,Yu - M NOTE j winol PA ELIJI�REQ CONCRETE OR CONCREM QL0QK RF E,cm a FOR OQUORCLE AMWM SEE '. , _ V W. ?"' CONIMM ANcRM T yigs r M I DF 4I � _ _ _ w � 3« L 7 1 - -1 I i I - ------ z so I' - - ___ - . we""I O" I Wo. 5111*. � AT 2 . (SEE SOHIEDULIE a" SHM 20- � 1. Nat _------,��-, M L I - Ser.g. . MW� — A. . cOHM171: OXWGM� � I - -----,------- ---"-- - -- .--- -� - 1 2.250 ,--2.591"— 110" i � I f i _-, &N-., 0 � , ANDIXIS 06 -�-- ----------- , ---- - - - 15,196l(TOTAkIDDIN) — I.- , � ,- I I I= waft ON _\ t--�j4 - --�> .`eDuU w==",_,111 I U) -6--f . � I � - -L - - - - 1H` - - - END OF ED , $i' =-�� - 4 - - - __ _____ __ __ -LJZSW' (EFFECTIVE WjDTNj----- _ - - _- -___ --_- - ____ _�-- _! It- �4 __ __ - . � - - 10 \ ,��, 23) - . wM a) �!) � : ; -_ ____ Vi-1-- ---I- � . � 25) N �,�� -&%�'-j '" **" 11 3,1��. , -_ _____ -.----- __b ,/4. - ----- ----- - I 11 I . � �� L,e �_� �_ l-'a - - - — . I �f I 2-250' �)l 1/;r - ! Eov�L : � . _� Sw � . - -T. ___T [I 'I 1L I I V14.1 � 'e, (I . / w -Am `0D`IVQR` - I "WILD - - 1,3p-� 1 � � - � � I I ��' _0511 -- - � I I I - I I I 1 1 11 I i H i � i ii I I 1 1 H I F 1 1 ril M 1 =. I ,�\�, I - a, r-# � I - � � , , 1 * I 11�i . - -, .- I". I L 1�-\ - _� x7s, 7 075' -, � � - L _114f a (D a) I , �, ! 1 t I - - 0�_ � I 1 !�� i -M. "'11111 " I 4. 1 yp I - 1 -, iMs - � I tl_ � I I I I ' \ -� .1 aMOMLIA z `,�, ,"Gswl�j ',�, , t, � r`�- I a Ma".)e - 1.34- _1�350•-_ ., i, I �1 U z I I �1 7, I, I S-" _"Las, 4 I I ��L I - M I F � P - _ 1 " - _ MOM' MIN, THICK H 1 3.s 1 w 1pt� I - : 2,5100' I .1 _11P� .— _ - 'I, � i .v , I P 60 It ILI \ t L t -- - - - - --I - �1_ - _____ 0�2ftwe i /_ L . _� = 2.244' i Mo PARW I ) INTERIOR PANEIJ - I •--(Zw; T11 -, _j - ..Z�L I- _ kDarl, t� H - I_"L' -r`I-r--T-T, I 60 _", ] " _zzZa" . t , , _ I L I ! (Dat PANEL) I L� I ��. " I I - � - ; 1 1 I I SEE NOTE , 4 . ,�, � I I 1, I I �,�, �_._tl , _� !��. j " - f I I j j � _� -L! I 1� I. , - I �_ i _--i -Til I I i, 11, �1 __ t - ,-, "El -i-7111,H11, j - " a) 2.000 "..., - -ar - / ; _� Sao. � ,� ! � , I i 7 __4 L -4-0 , - - ' _/ ERETAX � I � Z�_ � I Ism NOTE z 3. 4 ORION I I �' I _ , . . - �: 6 U) G-60-.1 I I __Ii�___ �. I -'- i I I • I 1 1 I j I I I t ! I ! I L . I ! I � I , a m., ,A �,�, � - __17.1 'Pek- I I - I , i I I . 1 . ; I I I . _. 11-11 I N;N - � / — So — I -?s . 4 I * ,j ! 41j, � I I I 7!,---4- i �, ft- 1 _4__j I I �� I %NE)LSrw, -, I 1 -j ;w I I1. , III illil ___ I I I I K- - __ I_ �i �_'k . �] 1 I — , i I I ,!".#-*T,H 1 I •- I = M I I I 1- 1-7 -� WTW I I L - _ .256, ,'V--2A7O"--_-J .. � I [ I � PANELS tr i I I _<D a -01 0� - -- ------a.". - � - -,--- I ! 4 f � - 1 - 5' ft 1 L1 f tv ,47 , , I. 1. 'Ili I 1, L - 11. 095" -2--C111 , f I - ------------- � ! L 11 �7 ----2.47O'- L .2 . .. - -1--l-1- - ___� I I t f'j,j ] 1, f r-j I'[, I I I L F_ 'r1i I i I � I I I I I� ,-T'j � T J 9 0 - � 1i � - ---5C�Y, 1 j , ,j]"If"'L"L v 1'� I - _., �p J, "J., I , — - ', 40 X ILI ) _r__---A.-- ----I, - _M" --- �_L I � I , I ,,,, , I I � T STORM p � - , ---i- __ -j- - I J."'M . t > 1 44 4 *41 7 I I I F-Tjjj�rT1_111[T � . I A I" I I'll 11F RTII-f ['I+ Ir I i -I " I � : I � . i 0'rff n il - ! , I 11 . . SPLED"Ll a I i L_ (1) REVERSED "U* TRAC I i I I I I I I - I I I I I I I I t Ill I H! I I i 11 I I�L - I " I I i 1 SU wotwx 1 1 1 Ig� - � I 4--t-- t - . I - I . , � Im � , I i i 1A � S?w z!I I � i V, ,,,-' ." - ,. . -----w- I . . -1 PAROLAIATE (lyp.) MR M". - . - I t/.--Ir�4- I F=, 1 _DW � L ; T� � FOR CONCRETE #140`005�1 SEE I i I N a) M, na, SONVIA110" I OW SHEET 2S w Sat"MIA09- I w 0 , � A& t ; * 71z12 - �_ I/.-._vV' "" , � 1 -4- i j SEE NOTE 4 SO � I'L SCRON , ) - - : ',.��. bi o- PAN" pp ilf� ,� � 1, wi" �_. = IEDr 1�- Wi PANELS) I TO am& y I r I SEE — ."'. - i EA �A%w- -M omw "" ,� L , —Ir I Tx� I : I TO Qw.w FOR _.. CLAS& - I I _ �� 11 V_ I ; 0 ON. - W - wr —_ 7- I I � I- � , ,-/56"- � Uw ! N L', VIM -i .- - I I i TO DUIM _,� woot iftff . I W,' ROA01M EDCC� �, ` DEC __1__ Q.- 51- _ AMA I wia. A, VVAORY g a CL L" , __ 17i, IN "A"a5—Ir— I ; Omo O~ . I ' > " I 1, _,_��_4 1. .?--- 4' 1 (D v/ OR W/o@. (b ' LASE PP TO BE IINST ! " ! I I All _"' w --- - � _4*%p. 013,i , LAST PAN EACH ALWAYS X _44- OFEW.0 11-` i I REAR HANDLE TO FACWATE M.11054 r, . I .--- .--_a I _;9 I t I Ift- .— 10 91 W, — . ; NEAR HANDLE TO FACILITATE INSTALUt -1 '__.' - --- -- . , <� 00. --- _. LIEVATION FOR i I L I I -,--, - ;I I '_� -I--,' . IF INTENDED TO BE INSTALLED FROM I -I__ - I . � I V_ -I h I L _12� IF INTENDED TO BE INSTALLED FROM ft I INSIDE or STRUCTURL i I -� i ___1_16__ _. 111 . - � i ,� E-Z HANG M M PANFL INS)DE OF STRUCTURE, R&Lffi� ,,, M A - - I 11 I I . I I - e ��IWAIS A= z I � , TYPICAL E ICAL ELEMON W�) : -� i -'-'-- L 1 < Z !�---LL _;� ,a- i"� M E-Z H STORM i A I9 4 4 .. � p I g - I) 250' - ,- ;, . � V &. I ! I SO-" J�jiw - I' wag a,w - A- . ---- `Y I 7 __ - HCMMED,� `, - . - __ i - - '/.�� oil , -'It I 0 I . 127 1 3,750" 1 -1 - Iii- il RAP -1/4' M_ GAP i I I P" 7/r X- oNa I Ir ; ; ( t k, 11 ;11 ! . I I I i I "I ;� I I i ,-f �1 ; 1pt I k I I � I AP41 - j - IS I f g� . � � -1 R F I , c , ". I I I )I.--/ \4 \ 4 �, /' �,�_ ef :,A . ,!Ir .3. I-4 a V-1 11 : I-, 11 ROUNDED CORNER 0 ENDS OF PANECS I L�S--- --, , I , Q) �_Z; - w W/ - 1/1 w - IL7) V (g/j- -_ 6 - . I END UP W/ HEMMED EDGE, � �,qv I i t I =1AZ.W- � - "Ok. i 6 � F-M ,_,__;� .S) I 4 I I L___ S %�- CONCRETE � 11 -1 ; = -,-,T- I - - -I 1w $Dow Aw . I' �= � SIALIE I � 5\1!!_� 1 G," I I- (NT U O,_, I � I 1�� .- dr` I I I -] : 0 I ISOMETRIC YIEW MUL A � i I , C -0 L... i I w Nw-r — I- I I -1 e, I 91 f L I I , � � im I I 11 I - - - •- -VMo, _ ; I.-; - 77. : , , '111 - - --I I � I 5:�j ... " y1*_.1w/41.& "' -VO.U. EQILS-. TIVICKS AT `TZ:etRr I � I I , 0- _ Z (rAlt T,4.MATE PLUS OR IV LONG I- I iT.-�qc.vl - I "I I I ,'". , 1/19, MEDIUM �q I Mi.- . P _ - .,. i ; I'll ... A "', A' -jr V4- M GAP-1i I " I I I - � I (D =3 2. 2,000, 1 7 7 7 7"7 7 ;>—/ UUMN 1-6 11 I 11 I I .11, - .�_ i � , A_ - __ , ..___� (I), DEFINITION QE 5010 1000t E, - Z HANG STORM PARID. SYSTEM CONSISTING OF PANEL * 1, I 1 0 - - I -!./. - _ - ellp 5 (I)� DVWQtLQE_SMj_=�L E PANEL SYSTEM CONSISTING OF PANEL - BOTTOM IS/ I- ), - I i �k I . =_=- & L - � M Cant, 4=%"& BOTTOM. (1), END PANELS SMALL ALWAYS BE CONNECTED 10 I I j k-_ ____ - , - i� 111 NO $41.1, WALL BY MEANS OF r op'l I =11%--r *;.III*=.- ONG I TRACK AT BOTTOM I '410trUl ED SO I INVORO' ; � = w=_n/ - , "I 11w I M.-A"M I ', END PANELS Lot w "I , i'LL - - ="I Inc. (�) "J"i mm (�) PAN&,� ER (�) 2"W(Max.) AW (1) (00 PANELS SMAUL ALWAYS BE CONNECTED TO 901700 TRACK OTHEROSE A STOP BAR . 0H,Q% - i I I - 0 a) , "� S'k4ler C WER , ". I,- , p r 4 1 'DE SMALL BE ONNI'll .P% T, 09 I'M 20 "10 PROMOMAT TOP or SUCH PANELS, , I /, j,V-200/4 S, � 4 wnIt , snow) i 0% or 6061-76 Mum. ALLOY WING MIT 0 5 , Arm TAX 71T otIow") � 1:� -_ I WALL.ANO �__4 "r OCL Cl) (3t), IF END PANELS ARE CONNECTED TO BOTTOM V", CONNECTION SK41 CONSIST OF '40).", MOSCREW (MR AS Ow 11 oft 0,M)'"O -1 r- 125' DESCRIBED I " .1 %,111 1 1/4 2 ,3/c WS. U=4 WING NUT OR IaYft&4,T MIrI THUMBSCREW � ORM MOYNTING INSt ftswrizi C-A N 1-1 RITC "_ .6 EITHER OF TWO PANELS ARE z "�:/.�Qomi,n, 9 SATOTP BAR WALL-MOU IM, I_ MOM TO CEIUNa MQNM INST, BUILD-w MOU�l ftm- M TAL BOTTOM OF FASTENERS A (3). MR CASES WREN END PAW Iq EXTERIOR FLAT FLAWAS OF END PAN11- END PANELS ARE NOT im 0 ipmF " II (4)� F—O4 OUI: PROVIDED AT TOP OF SUCH PAWAS, SCALC 3/w- V.QDQN-K I !SN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i A. STOP BAR (4). FOR INSTALLATIONS WHO END PANELS PRO SOME INTIERIM PANELS ARE DIRECTLY i --'�) lm;� SCALE "OB-1. M ONLY USED Aj.jPl 11 0 - SPECS IN YED &IM TIN I I I' - . (1) IE,.L BE CONNECTED TO BOTTOM TRACK MOUNTED TO Er W1111-11% — " If 00,wiHo USING S N SUCH CASE, CONNECTION OF PANELS JOINTLY OF I ONE - PAIN- SEE V= I r 3 Y I BOTTOM TRACK MAY OCCUR AT LOCATION. USED 1. - VA a ILI, N; 104. i TWO PANELMATES F NG NG $300" ON ELEVATION AM W/ 3 � - -l` iCVk A. rjj� ,% E SECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. a, . -t ON .. I 'a "'M 11 %�, "! L (s) SE AMY . L �L� .. , 6 TL 1�Z�C �A, = .DFTV%AC - TO y BE _, . .. � ,,, " "'lillitIMUNA, S. s 11 . OR" ;. L wj wwwmqm FOR L", ,� .. ....... /,;l I 11 I F.. EDGE DISTAND6E INTERIOR P01M USED 19 � CrOF FWQ - i QD , S;7 i r. - w -DES E _1vft' ON Star " .. *�XGE , . OR . r L , %, NOT NEED TO BE BY ANY MEANS, TRACK � p iffi,111111ift 1, SUCH THAT ADJACENT PANELS (W LEFT & RIGHT SIDE OF JOB PANEL) HAVE * , , ta""'A"'o 1* , . I � .Etjt�. 'ET."Is i I ;m 750 V (Typ.) " _�%' i - ED A E. t ... LLJ L 4. .R , "', 1� I -1 / I elll� �: RVN', THEIR OVERLAPS RETAINED By (2), 051-Tda) 1- ....' = M . .' I ' - I z : I - 11 i ; 2 . No. 44167 . � . NO, 441 .. Ij -1 I_ I *: � . - K 1� I:f== CAN BE : z HU no Zono)l -1 ___ .750— - t I �" . wM narco, W_ A\ COMEMIM IN ANY o"P, To SUIT ANY * I < i 1� -0 .. 44M "'Mcc, M Fll� 20 "GE GALVANIZED STEEL STORM PANEL F., A INSVILLATIOL ' 20 CAGE GALVANIZED STEEL STORM PANEL UP. I . Mo. . OF 1 - z 20 GAGE GALVANIZED STEEL STORM PANEL 2 i — I �-:_ '- STATE OF -' - z I_j l = 0�,.`�um -,*--.'(?,I-, FLORIDA BUILDING CODE High Velocity I I FLORIDA BUILDING CODE (tUill Veloca - I FLORIDA BUILDING CODE (High Velocity Hurricane Zone) LA .1 v _ Nu cane Zone), 0 �.3 _p* *10. I . l . DROP; OF = ,A ORRIN . _% . 1;c F DRAWN OIL . ,- (_ - - _L1 �. I 01jig , __ __ I w/Mins" DETAIL I "I"12020 f7\ GLOBAL PROTECTION PRODUCTS. TLC, `""a"M/- I -q`� STAT OF z Q: zr .11 GLOBAL PROTECTION PRODUCTS, LLC, I.,tt WAL, Ilr - I- - t IGLOBAL PROItcrt" PRODUCTS. LLC. om� ,_ ,p -� - MINI S.W. At STRUE. ___ IL INC. .w Sx SI VISIT z: ", •0,,%, Rio my'r- FL 3". � VULIT TEMM A, ENCMMRR COM Wit. rL 3TH- Ill LONG .. 121.0 I I , E�1�7k��__pvltc DAWL OARU *20-176 - I I met ,� �t?. ____ - .� � �� (2) 37W(Max-) AWN, ANGLE T me MR 11 i •""" "' gr _4� _Z� �[L E�COewz� ME" ""j, x QK0 SW- 6 STNEEX I01 %� =*== MfMt- UOHNNS-7645, VAX, 9664)6"-8797 _� M A MIi."*wrv: X , �7 ,I� 20-176 20-176 < "A UA YWWII, ca"..", t"Osot-154a, FIX OnN)w-Sw " ilm"tj to PHOW C$")00-1-bl TO, (�)MR-M, Ptm� — - � ow ---I- - i ow -1 - V "_ lo�-_ r / 6063-715 Alum, ALLOY - :ei,�;A-.-� rW. 1 11, , - I. Evsnm PF_ W.WIDWAMMIGALE ch-000019 *tCjYy__7V.-_ I ,Au I 0AM"No #I. 1111"'O"Ll Ir lii� .... i�_ - DRAW ft� PE ok.000014 — Iips � OAMMNO ftr __j I I - IT MV - � 0; , I __ . 1 -M --==L=-4 'M , n7 A, - oknS AL ILIk"; 1-1. FIL � - WAI-I - I !!n�- - sow = of 26 1 - --3= :4 I " 14: —al DOW - - 4;a " OF a I a- illiz I - A * , immi "" *4 11 I - I I I I SHEET NO. S H 1.2 I . . -4 ... a (1) a) C- U) -Cu 0) 1 0 2 0 -I.- , L -0 -- - I 11 - - - -,- - � I � - (3) 0- = iNSTALLATION DETAILS FOR 5ERIES 200Q,& J0QQ E-Z L4ALqg STORM EANEL - - --,-- - � a) 0- o 2 i co -0 0- . INTQ EXISIING WOOD SIRLMURES QENM& &4-= � = "m FoR Ma"a. LIFE sarmy a F-7 um EM UtIlD (C) , L . - -4-0 CD CD - � . 1. STORM PANEL SHIM ON THIS PRODILIG-1 EVALUATION DOCUMENT (P.L.D-) K45 BEEN VERIFIED FUR COMPLIANCE IN ACCORDANCE - 0) C-) -,�-, U) -11-11 I I I - /4-# TMACON ANCIFICIRS, AS MANUFACTURED BY I T.W BUIPEX. INC MAXIMUM A&D, DESIGN PR=RE UMNG W,Q AND � 1 I/4-11I LAS SCR�- 0 11- O.G. W/ - . WITH THE 2020 f7th EDITION) or THE FLORIDA RUWNG CODE. THIS STORM PANEL SHALL NOT BE INSTAV -1EG AT HIGH � - -- - .11 - #!4-10 PANELMAOE FEMALES ID AND PANELMAIE PLUS ANC4ORS, AS MANUFACTURED Err "a CoNsmocTION moucts. = = M -m , - -V -I � .�, _-_,_ I - I - � - I ,= T-miAm Pialumila, I ,�' .1 01 - WOOD VELOCITY HURRICANE ZONES EMIAMI-DADE / MWARD COUNTIES). - I -ws PER NO.s. U) MRESPONDIN JIJA MUM PANEL LENGTH = 2'.4 III"_ (D -0 0 - SCHE= - I ',� /4'. LAG ScAm a V ac wFe , . i TO WOM -Ek". H AFOARED V4 A Valvw$ 0 a, ox, W/ DESIGN Who LOADS SHALL BE DETERMINED AS PER SECTO 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND - FLAT OR ON EM THREADED PENETRATION SPEED AS REQUIRED BY THE ,IVRISDiCTION WHERE STORM PANEL WILL HE INSTALLED, AND FOR A DIRECTIONALTITY FACTOR MAXIMUM A.S.D. DESIGIC ERESSURE RATING 12.9,1,1 MO WHRESPONQJ& MMIMUM AMC , I ---- - - , I - N T�4'0 LAG sea - I 0 PEWETRATION .- i 1 ,�I, - Wo . 5/b' WOOD SLISHING� AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY GO� C-j ,�, FOR SERIES I 00OZ= E=Z HANG MU PANEL (f) =M SPACINQ SCHEDULE FOR WMLLMNS INTO CON= & CONCR = A I �11� I -70 EFISTAKI WOOD �CAW , % � , 1; " ,,� j --�4DC�.L V40' SAA.%. . ` �',L - - - TO EXISTING VIOND HEAM Ka'U.85, USe ASCE 1-15 AND SHALL No DW-ED THE MAXIMUM 'ALSLO�) DESIGN PRfMLRE RAONDS DOCATED ON SHEETS CA) MINIMUM THIRIADIED PENETRATION INTO WOOD OF WCON ANCHORS, SHALL BE 1 1�2* AND ;7' FOR fi,CO PAKELMAIT PUJ :2 -0 IN&A-010- L 1A ENO ED 1, � � 1, � A, 51 3. I, THRU 12 & 17, is, A TF4 C L- (3) 1 � "t, � -1 , IN ORDER TO VINNIT IRE ABOVE CONDITION, ULTIMATE "ON WIND LCAO5 OFTIETFIFATIETIT PER ASCE 7-46 $HAu BE MST AND PANEI.MALE FEMALE To, L)S&-Q=.EM-E&%U-ACA"6n%M-At-ELS-'fO�2U-t-liM-IL-�WJM-,#.I - It - - j , , I/ , - emm - -J!'.4.="A-JhRiF!LA-1=-U. ,EM W= SM I E , i owom 0 �,, I 0 -y I I �, A r . -- REDUCED TO, A�&O, DESIGN PRESSURE RATING BY MULTIPM11C THEM BY 0,6 IN ORDER TO COMPARE THESE W/ MAX, (A.SDj I, 2) tANIMVM THREADCO PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHALL FJE 1 1/1� NO THREADED 0 ZD- = -2 �1: - - , �, III h i �� \ PENETRATION INTO STUCCO SHAIL BE CONS40CRED AS PART OF THE REQUIRED THREADED PENETRATION 1", � ; � � / �� e O�MUMfA$ 11, M 1; ON WAXPAIM ANCROMIT SPACING FOR r 0. . 3 lIr 0 1 " # LAG limps 0 a' mc. W/ I" � C� 4144, SAL& DESON PREMURE WINDS tNDICAIVO 0 SHEETS 3� 9 THRIFT 12 & 17. I& s_- 4. _ k APPLIC , . � § "4� TO ABLE 'To . , 2 Vt APpUQ4SLE IN 09.. I SECTIONS III . � I * Min. lK -,A0pwT04 , , Ot ENO or 0 IN ORDER TO VM47Y THAT ANCHORS ON THIS P,ILIL AS TESTED WERE NOT OVER STROSSM, A J3% IKRIASE ill AWDWAOU� Alr� 0 LL - . 'I .2� TAFFco"s CAL14-04 � _Imw PANIG. . ". V r I/ , 7*M!, , STING WOW FWADER. I`G /� STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERVINED IN C- 41) MINIMUM EDGE DISTANCE OF LAC SCREATI, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING SDICTION's PRESSURE I . � � , XMS.l - - 11 , WA140 PEI .� = - - ONG . I FMOA4rE FUMLC M I '7V �ltft� ANY 001091"T" I m . � E MAIL 1/24 & I ACCORDANCE WITH MD.S. 2016. ku 0 -6-1 - RA TO CONCRETE TO COW,,m. To LENIT- V W ; � , _NDTEIA RE��) f MNG Knit %�r , ..*- m +611"O. -75.3 70' OR LESS 1 2 9/if- 1 BOLTED - 1, T, x : COF11RETE TO CONCRETE r OF THEM T OF EVERY I 0 . 1,WL (P�*T.) __ am To , Der TO CONCRETE 1. comicitcTE � . :i . -T I M DETAIL 1/24 & STORM PANECS AMUACY FOR AS BEEN VERTIM IN ACCORDANCE WITH SECTION 1602.1.2 OF C,4) MININUM PENETRATION OF WOW BUSHING SHALL BE 5/8-. 114 ' 0-20 SCREWS USED SHAU- BE 1 1/2- LONC MINIMUM * ,-W . 31* ILI . - -BLOCK I 'K , IMPACT AM WIND RESISTANCE K - 1' WIVMUF STUCCO. = Co 0 > . I 3/16,41- POP PFKT 4 C.IL i - - W THE ABOW MENTI AM #0219 09 AS SHOULD STUCCO EXIST, AND , :a i . . . i I . #14.1, -MS I . -J sam-2 1 LVONED CO E AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REFFDRTS $0814-DI-01 .02- . M FOR WALLS WITH NO = 12* !1A 12- NIA 12, N/A 12' 1 N/A I' & 2' CHOP a mmwm`H w EVERY 9D q� 0 Ek END OF 0 i =D U) .68,0. -75.3 2 7/8' i I It 4-W __ _ , ) - - - NO) . Z-0 & AXE 3W-02 STANDARDS. AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT JILI723,01-10 AS PER AST CONCRETE FAINFLS� STUCCO OR WOOD BOARDS HE FOUND ON THE mstlmil --w 5� LAJ . - -0 E-= 0 _ �E - �- -mii -.--- it* ,.* ". '. � 1. I I 2 L TAS-201 AND W_203 PROTOCOLS, MID AS PEN CALCULATIONS PERFORMED IN AC'CORDANCE W/ SECTION 1604 OF THE C.5) ill CASE THAT PRECAST STONE, OR MEC, (3) " ' SWAI,g�� I : 4- v 4- = ;= � WAU ANCHORS SHALL BE LOW U40UGII TO REACH THE MAIN STPLICTURE BEHIND SUCH PANELS C3 .r- C, a) qaj�.3/4'rlt M,S, & WINOMUT AT OVERLAP IF 409 OF PANEL LENGTH I S�� "2.'. 1 mu4r- I .. - - 6 �, IS DETAIL I/2- III I FLORICA BUILD*' CODE- ANCHORAGE SHIALI BE AS MENM ONED IN C 1), C 2) At C.4) -:6 F- q* .u) US ZO m CL ,� 1. '. I I (BOTTOM) -- ----o g L il� I Ca (a CM 0 PAWL j 12- i 12* - 6' EER INO *- - - '11-T Z i- IA !!�� i 1 2, ALL ALUMINUM EXTRUSIONS 10 BE SOILI-T& ALLY AND TEMPER (UNLESS OTHERWISE NO"), SEE SHEET 2 9 - � I - i I i . -",- -I WOOD 91MER 410,61KED Wi ANCHORS SHA!, BE INSIALIM FOLLOWING ALL OF THE RECOMMENDATIONS, A14D VECIMAIVINS OF THE ANCIIOR*5 WATHWACTURER, 6 "m c,.,> �4 C- cu -�-� H/A N/A N/A NIA N/A N/A it Ile 11' 11 . � - Ale$ 6 I = +WO. - --i�Gw -70^ OR LESS - 2='.-- �1.1� ! 3, AU. ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE P05-HIA ALLOV, co >4 i .- w - - S� PANELS MAT ALSO BE INSTALLED KORIZOMIALLY FOLLOWING MITTALLATICIN DETAILS SHOWN ON SECTION � THROUGH 6 ISHEETS A 'to LA- O� �- -0 - U) -763 - - � - - -- - �- I , -� 1� - I Y,�st Z . ,I - - T4 = . < 2=4" ,,, A . TO CLAM - THROUGH 5) EXCF-I . AT HCAIXRSQ &(j) SHALL NOT BE USED. I � N/A M, N/A 6 1/2' N/A I fit/A 4 1/2 , . v 7 Ii llr .�"., I 7/1' I.* -60 GALVANIZED ,a I= - 3' (TOP) I 19 QLASS . - vAFF; W, 0 V I I 1 .�12 4, ALL STEEL SHEET METAL PANELS 94ALI NAW STRUMR41. QUALITY STEEL ASTV A-653 OR40C BID MINIMUM, G . - - .. z ,,,v 'IT 12* 0-4: 2 IA. W, STEEL DESrOlOTION W,'fY- 92Z " (AFT" ROLLEG)r 9� IT SHALL RE THE RESPOWOETILFTY Or THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER . C-4 -c- W N/A 1 12* N/A 9 1/2- N/A a N/A I Tw� OVI" I E y" omd'Ap I I WOW is /2' 3. (Wrmmj I �1' . ! WANIATIANT- I ATTACHED TO INSURE PROPER ANCROFAM THIS SHUTTER SNAIL ONLY RE ATTACHED TO CONCRETE, BLOCK OR FRAME I � i I -, L- - -"-- � v4-#-2w/.. - 10 Qvks�l I 5, ALL SCREWS TO BE STAINLESS STEEL 304 OR 51$ AdSI SERIES OR CORROSION RESISTANT COAMD CAllilo" STEEL AS PER DIN I I I L(4--.WWi- tj &HPINCS, .2! C-4 ;� - N/A 1 4 - ARMIDII, M, SC "' � I REN 1i ral An TENSILE STRENGTH Mo STW' Ca"'.."'t W/ nUMDA BUILDING CODE SECTION N/A 12' NIA 12' 1 ---I I - r � , -- 4 -j- - i-i - 25W-1 � II W314L 50 W' YIELD S""OTH AND SO k 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER 90"� AS PEA $EIMONS 1. 2. 4. 5, 6 Mo ALURgAIVAS IW, 3W & 4w ON .!! - cp - W N/A 1 Ir - (T ) i I 8 2 spir mi," -%=�-3-. V-23-ii, 7 cm. -,S-- = 6' lz* 12' IT' 12' 1 W 1 4' (BOTTOM) I - r-, 5 - 117= - EVE" OVERLAP SHEETS 4. 5, 6 Ill 7 RESPECTIVELY; SHALL HAVE A LE04BLE AND READILY VISIBLE MAJRKINGG INSTRUCTING OWNER OR TENANT TO 12' 9 1 '2' - TO I - I I I 0 I 'L"' - I e BOLTS TO BE ASM A-307 GALVANIZED STUEL, OR AIS1 $04 SERIES STAINLESS Stf-11L. WITH M k., MINIMUM YIELD STRENGTH SECURE PANELS WTFk APPUCABLE RUNFIDIPCEUENT OURM PERIODS OF 141IRRICANE WARNING Ir-, - I _ I ; I 9 9 4 C'E", O11R"F C. -,r- .:i * L]WrW TO MO P0, kSDL DES" PRESSURE RATING. I I ki . I . I . I -1-I .-- -I � - " - I - I i " 4' I V 'L ANCHORS 10 VIAJ SRAILL BE AS rOUJOWS-, 11. THE INSTALLATION CONTRACTOR IS TO SM/CAVLn, ALI. SHUTTER COMPONENT OGIES WHICH REMAIN IN CONTINUOUS IDWACI H 10 I P :-F g I 0 1 1 p I I - R, I (A) 79 THE WILGRAIC To PREVENT WIND/RAIN INTRUSION :r� - - + &� 1"� i - _j;(iSM.eQWMa C) w a v, � ,� I , _=N= Xk ,� -EN BOTTOM Of PAWL ,� ,-.r il J �, , .�� I� -0PANG V40 ZONWO REGLKAT , 1113 * SM SK%T 26 FOR ANCHORS TYPE & SPACAIC FOR INSTALLAT"S #MO WOW RE40M V-, DISTANCE FICIVE e I �� i : T,/�#,IFTAFFCGN ANCHORS AS MANUFACTURED BY JW. SUJPEX� ING, iften� r- 1192 P� ,) SLOW PANEL INSTALLATION SOa COMPLY MIN SPECS INDICATED IN THIS GRAVING PLUS ANY L = .e FRAME 01ALOM AND 0 7-0 WT 1/2- -JI/2, . I I 1 71B' CALX-IN ANCHORS, AS MANUFACTURED BY OEWALf MC PROVIDED M IRE ARSVPTON WHERE PERMIT IS APPLIED TO, ::. = C-.1 . , MINPRIM ANCHOR SPACINGS APO MINIMUM EWE DISFANCE ME ADICATED, ON 7WIS --I Mo, i - I ;- , S - tv to SCHIEDULL FOR M LOS THAN INDICATED ON SCHEDULE REDUCE M04M SWAKI - - 1/4'o . POINT SCREW" BOLT & SPECIALTY CO I �- x I Cont 13. t*) THIS PRODUCT EVALUAITON DOCUMENT (P.ED) PREPARED By THIS ENGINEER IS GENERIC DOES HOT PROVIDE INFORMATION :�, C - -Z. BY MULTIPLYTIR, SPACIFIG SHM ON SCHEDULE IN THE FOLLOWING FACIFOK FOR 1. 8 I I I 9 I, i I JM"L eF-jGGG CL.10i)-S" AKHONS' AS US'Pa".0 BY ALI FOR A SITE SPECIFIC PROJEC% ,o WHERE 'HE SITE CONDITIONS DEYATE FROM THE P.E 0 AND CA. E I I 91 ,-To PANELMATE FEMALE 4) & PANaJAXPE PLUS AN DRS. AS MANUFACTURED 13Y ELCO CONSTRUCTION PRODUCTS. 0 S NOT BE LESS THM "ULNA SPACING INDICATED FOR EACH ANCHDIFt TYPE AT I 1 '! ti-I - - I T DEVALT, iNC. �;p r- THIS OPERATION TO BE POSSIBLE, R=CM SPACM DITTANED USING FACTOR SSN, ,11 - . , �,-. i� I � ` - I 1 5 J! - ANCHORS LOOM F4.-]-Q -- I - L-1 ------ - 1 - - , e I �t *�* ZANAC NAIUN ANC"ORS� AS WNUFACIURED BY CH 1b) CONTRACTOR TO RE RMPONSIOLF FORTHE SELECTION, PURCHASE Alto 44SIALIAtION INCLUDING LIFE SAFETY OF THIS :;O/ Va In --I . - ED ON mcu .1 " - � I I A + + RMUFRES M.. DISTANCE BETWEEN I I I SAM ON THIS P.E.O. PROVIDED 41SUE DOM NOT DEVILIE FROM THE CONEMONS KTAP, IKE MENI INK , /4 i . - - YFI:1- A I � CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY - A11014111t --1/t-* L WTTOM Or PANEL V f 't U S. W/ I 10 -] J /4 3/16 - �4*# ftIALFIAI IAL: C A I) MINIMUM EMBEDMENT OF IAPFCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4% 2- FOR EPO PAIVEL"TE. AND 0� 'mm PAIIIIIIATIT 8 ;;Asi�p W/ ; .. �-,,zn � - I I I I V4- FOP, ZAMAC NNUN ANCHORS. - C"-* AND (2) To BE 31lar _I - I L� FAMMMAVE u k - - 9 i t I(4,2c�j/,I M,S, 0 Fmqr 0 �Kus " I Rm., ---., - , ill. Nom 9-cm PIJ 3 3 3 1 4/2 M., I ii Pex=Mv� 17 _T7 1 9 I IF L W, W.- - A.2) CkX-FN & SQUD-SET ANCHORS VALL RE VMBEODED 1/0' INTO TIA POURCIT CONCRETE NO EUTIEDMON1 INTO (Ck THIS PRODUM EVALUATION DOCUMEN1 WILL BE CONSIDERED INVALID IF MOD119ED - /;",. � " , I 2*W " I --I r - LONG - - am ,� � I Wlu� � --- STUCCO SHALL RE PERMITTED- I te 0-20 %Trill$ USED SHALL OF I t/Z , MINIMUM SHOUP STUCcF0 EXIS7, (d) SHE sptf.�rm: PROJECTS SHALL M PREPARED BY A rLOFOOA RE)MIFERED ENGINEER OR AMINTECT WHICH Will. IF= ICI- (AFT 3 3 a I" 11 I T BECOME THE - .�-;- -I 04 1% - . METMELJ� MO EW$ ENGINEER OF RECORD (E�O-;Q FOP THE PRWtCT AND WHO WILL BE RESPONSIBLE FOR THE clPFinin, i;��) I , i"', G" FkA " NOVE -A som �,,, ; A 'L 1;a%"AGiv4,;F,pi w/ vli-,.31z�- AND I' MINI M FOR WALLS WITH NO STUCCO, AND MAT W. HEADED SCREWS OR ALL TINFIENEED WR WID HEAD, -R USE OF IKE PEM ENGINEER OF RECORD, Ar,MNG AS A DELEGATED ENGINEER IV TK A%^ Ila 1 3 , \ I M "15; 'ill MOW i'i , a IT � BUT " WINE: NUTS PROPE 31/2 0 I. -- 9%" "am .At'; X W - � P"E,DL ENCINEER, SHMLj S~ I'D THIS tATTEQ THE SITE MOM DRAWN" FOR REV,EW. - I --�-F- IN51AUAIM -1/4 LAS S 0 11=;( - I , I/... iAG sc Nx k3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD woos BE FOUND ON THE - 0. T" NZAA A, . PF, - L . - ,�t " --i-11 - ; LLLL I . MI. II6(2k!T,.PECUTeUT IT '.If&& - EXISTING WALL OF FLOOR, ANC14ORS SNAU. W kONG ENOUGH TO RtACM THE MAIN STRUCTURE BEHIND, SUCH PANELS (*3 THIS RE.O. SHALL WAR THE WE AND ORIGINAL SEAL AND -.9WATURE or THE PROFESSIONAL 21 - I - I - - ALTERNATIVE 2')k i c I L le OF PLATE -- , - TO a I . I 'I, - mt,' 210, FLAT FIAT OR ON ED" ANCHORAGE SHALL BE AS MENTIONED ill A 1) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT --- 1. r-----1- -61 ! Nr SCALE I/.*.,' I h FIATE AMAZON 14- SHUTTER MOAUFACTURER'S LAM SNAI� BE LOCATED ON A READILY VISELE LOCATION AT STORM 1 3 t1r I - I ,P0 I - I I- I ALTERMME I "W - . . . - _j BUIJA5��JNG (a) TQ�A`QCK-ftL-&1m`L1---R91 PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709,92 Of FLORIDA BUILDING CODE- ONE LABEL - I � I - 1/4- f TAKON ANCHORS AS MANUFACTURED BY � I W BUILDEX. INC. SCALE 1/4*-I" �, . - 1/4- I, . 7/4' CALX-AN ANCHORS, AS MANUFACTURED Err DEWAL% INC- 94AU 13E PLACED FOR EVERY OPEMNC LABELING 70 CCIMPLY Will,' SECTION 1709.9.3 OT THE - - ----- . . I I FILORIDA BUILDING CODE. ADM& � ,�-- . - LLLL - 1/4-0 X S14- SOILIG-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY 0. 0�,As%wvkIUIt0#% I WFIAUATIONS ARE ONLY VALID " tUngNCS ATIS *-ro DI�S*N voArs "� " ,�,, - #14 10 PANELMATE FEMALE TO AND PANELVATE PLUS ANCnOR%. AS MANUFACTURED By ELCO rONSIROCT)ON P�% , �V,olljlsjy, , N IT ,�- linfol, 4 - a Z4W NAIUN ANCHORS, AS 94WFACTURED BY DCWAU� INC ANM!�. lk� N ni;,!;JF�'. -. ". -'If ,,I', +too, -,o,l j,l, AHT, FAHEL Imm - - -V ul - ,ito -, . - I/ - , " " - � 2, FOR NEW MR WMk e RffVtTFGNF %aOQ WMIAMS to az SIX , I �� ,,pS`lY�,.!44/,pz k" FOAL, lle�k q ') MINIMFLAI EMBSOMEN1 OF TAKEN ANC*ORS. ELCO PANELMATM AND, ZWAC NA.1UN ANCHOR. INTO THE ~ lt�btn - -- - 'I&I FLORIDA BUILDING CODE 2L*n Nigh Velocity Misr Cana Zon '. , � "I's. 19 F " :L - - � � A IF , - ��ENS`�? " I`Nt ft� CC, O&S Y or ILSS UP EOLA� , , - , L, & I I � � . .. -ik FLORIDA BUILDING E U Cone Zotuefl I � -,� 'V� , voi-O"Is BLOCK UNIT SHALL BE 1 1/4' 0 �, , - --- .me IAnxAL m " , , I 'No. , COD (wigh Velocity H - HIML.16' , � , �., ,�c --- � ------ 00= �pwm Alt- FLORIDA BUILDING CODE (Nigh Velocity Mu icont, Zone) 92) CALK-W 3t SOLID -SET ANCHORS SHALL BE EMBEDDED 718' INTO THE CONCRETE BLOCK UNiff, NO � "' %,44 67 . I V . 24 GAGE GALVANIZED STEEL STORM PANEL DANAN wr - - * I - - 20 GAGE GALVANIZED STEEL STORM PANEL ~ IN: . = 1," STUCCO SHALL BE PERMITTED. 1/4� -20 SCREWS USED SHALL BE 1 1/2- LIONG MINIMUM S-40%=NX, * - - % = * * .,F 4202il TTLmm He. ly = : No. 4 7 - 20 GAGE GALVANIZED STEEL STORM PANEL MAIA," W. AND I' MINIMUM MR WALLS WITH NO STUCCO. S-0, STATE P ' --- -- 7/1"Ie"I'T � . SAUD � A'Dia, - � '. - - - I `MEC 0 , 7. k. �f--�-, vI/wV`:1w IDOO OR, low INSTALIAT00 TYAT o,t 2 P = -C �. -- -P -� /1 L " Z * I = * '. ,*= - S.0 I % s E 0(-;�. . .1 GLOBAL PROTECTION PRODUCTS, LLC. IAN,- GLOBAL PROTECTI WIT, . - - 'ZoRt -. ,ilic - " VA%, I ,.p -. - GLOBAL PROTECTION PRODUCTS. I.I.C. -, �� " STA Of ON PRODUCTS, LLC. "I'll,"Tim" 9.5) ill CASE THAT PRECAST STONE. OR PRECAST CONCRETE PAWLS. STUCCO OR WOOD BOARDS BE Fov� 1 .=,;= 1. KANG � -, - - �--� 4m &.1 III STREU CAM I :Lsz"B,2.-*�l*zn,�Vl-"=Ll"-�tr.mx'I 10, 11 I I At <7 , -- EXIS11K WALL, ANCHORS SHALL fit LONG ENOUGH TO REACH 'THE GINN S"WOURE EIEHIND SM , vl�" �% TIUFn leent. . -.- C#nL I'L =I- ,.s I ",.!%� 20-175 ,,,, hum-LOR mmqNvQh-QES&mm� Km FIA. 3 - I -a� � T - 'r= oliamr. ,�m.)M-?ue, -w OF.Timm-ent, , "' , ": i... W-11�-- ZIT- 2 vu I-) "' a uv.. IL ECOm. , -- VANIHIGNA ',�� 0'.. . R0, w Y r � -- �Mrc� ww_ ". =14 AL1UbAnYLJQL1IMWL=R-EUW-, - ,,nu �� , ;6� 0", e Pnowl (04)M-71w. rm: [�)GO-am 20-1176 th'Al. �' ANCHORAGE SHALL BE AS MENTIONED IN B") Mo IN B'2)L V,, S/64� * :F�- .te'.!= T- 1, 2 Ak- - I"ai4w5A` ""'A"em", GaMPANY lop & wrw MOUNUMS CAN ot' cmum"aWly IT ANY 909mm & '11-11Z.1�6,4. ��tw, ,,, `N`aWA,t= _Zma,14.011" I -.nl 20-176 11O I ?11 � I I . I ., I. I AVIAMIM-I.Irl ANOM-mum PHONE.. (WINW-74ii, TAX: fouRS9 401, v,z WAYWAMtImmlom ,A-Imm,!FIIA� Ar, IT-— P,F SIAWSOMWAin "-ommont, AFA., - I - I 09140i; - wAt To siff ANT INSIALLat", S*Ia.� ,/4* . I* -Houtu.- Pr M,,"; ...... ii,Ai- .2cT - - I'- I I 1� � 0%~ NA -'w'- , .. - zLL:=z-m - � �� ij:- - I - SHE" � of �w I 11 1 ,4 I -i�i;Z -�- I—- rr - - -- L- I 'r How SN,1TEN TRAcAs Nat ,,w^, FOR .-%" - w&q,PM4m.1�I111 �.. I I --- -1 ---- I- Ak - I � ... . Tf - E�L- M- I ! I + == I 11 - UMAILIA 17 . 1 4 1 . I - I I I I I w -------- - - ----' -- -------------- - - mi I No fk&w 4m toaff$m0m *2/4 j&,1/4,, 3/4, 4/5, 5/5 & 6/5 INSTALLAI198 DETAILS FOR REGULAR RAffA,2 LAR, LIFE SAFETY & E-Z HAN9 .5TQRM PANEL 5YSTEMS mulmum SINg ONLY FOR REOWM MRM -w1w/s. rw/6, 3W/7 & 4W/7 (SCALE 112-1 -) eMELS JNMIALAIION IMM FQURED CONCREIL QQHQ= BLOCK & MM (t) y ma- ANCHORS (SEE SCHEDULE ON J" MAX- I OR ONCRETE BLOCK - STRUCTURES - ---- SHEETS ill 10 &it) - ---- ------11------ I—— , . MIN I . I I - -- - -- - - --'---" - - L ' - 15.125' 'TOTAL WIDTH) - - - - ------ -_---_ --_ - ----'- --L--- 2 M LN&Ummm == I uis ij� . I' MIN. I � .. I . L _iar__-_ - , 6 0 - - 0 6 1 _W.'NO I - - .MM CGONCRETE MIMING POURED CONCRETE I -- ---- � - I— -,toy, I /4,0-2w/.* AT lop OR BOTTOM 9A .1 1-i - -I-- -F .--I- 'I--,-f- I - -1 -F--� - ' - T7-'T-r'-F--I - -r- -I- i .---'-L'-f ; I , q OR COOCACTIE BLOCK . � , , - -1 -- - L � - - -12-%Cr (EFFECTIVE WITITH) -,---. -- -- - - � I I " I �,�� 9?x� AMILAArD, REOUIFED� : I 'I -C 1/4- tFVP,)-- - L ' I I- T L ,- -7W1- S,S. Sm RMEm D. M., 0. 0, I I , - --- ` ' I -2� -'m ANGLE * 6 1/4' III imMUD AT rAcM ghp,* - w �T I ;1 " , i fi � 37C . L ! - I I s ; ; : - I I , . 4 I - �� , 7.250' 3 It I - - , � OR 4 12 lIr Oz. - or I T I � CONCRETE ANCHORS CoNmErEmcom. """, 15=w, x , -11= - --l.:iw- i- I -3r, I - -iw : - I - � "u (w BE REVIAM) (9). @ I I i I (SUE SCIOLK r 04. - 'L., (SEE SCHEDULE ON EXISTING, POURED "� ,I- ; 1 �5w- I INIS I � I I � . I � I—— I.L.- to* MAX14UM PANEL LENGTH MAXIMUM PANEL LENGTH � SHEETS 9 THROUGH H)i I— SHEETS quitriAV 10) -- � i I � ; , 20 - 4 -- "L+" 09 'L-" (ft.) 0 't.+" OR -L-- (m) a i OR I I .10- , j,i'�` I I -(?) al,oq� �-- -- - ,q , - I � , .-I -j : = . i/.10-ea", -1 I I j 3 - I RIECUP , ' I '', .Owf '06 114,40mum A'S 0. MAXIMUM &ILD, I . F I , � - I 111;r i RED. - (1) ;w I, �� " 0,024' mlic THICI( 3�3?5- � . 1, F I I I � I 0 HEAD MOOS 14EWED � I ,:1 km --Ili Dm CONCRETE III WOW ML4""I CONCRETE & *DOO I ! -LLL --- --- ,I " 'h 9 I I - i y"", I ITE ANCHORS I 0 1/'V mc, 1ALWINIZED STEEL I 1< 2 ... '.084' - -,, 1 t - - --- 5� I /A' - CONCft t � I T - . .. - 16 1 56. 1 1 -�,% PRESSURE INSTALLATIONS t INSTALIATIONS t - --- . - - I I W-AXt", _ � --- --- EDGE ASTIM A03 III. , - ---- , , ------ -- I --- I �- ` , ' I - I I . I.OW I I (P�-O P , . - 74-- � I � I , �. -." (SEE SCHEI GRADE so mmmu NEW . 1 260" 2.lis* - L _=� (P.01.) (4 ar -) - IL+ I, k, ., -1 I I . I I I ;;�L.` . I - I I � -, ' - I SHEETS 9 1HROUGH 10) It ,I - -- I . 11, L - - - - L I � i [ --- DETAIL A -- - -j L-, ,W---_j .125" I 20.0 T2,-D, 121-01 ! ,---- - -- It- �, L I . , � �, 21 - -J- I � i . . I . , + �,&,�� -,� I I I f- . I I 'L I L, , �. ," I , L �, I � -) 30C I?'-&* ---;--v J0.0 it' -a' fo*-r i t I i -01 i �<D ! ri - . PAAIELS SHALL BE INSTALLED ALWAYS 4w - L -2,3Sr --'-' I - - (TYP-) yu- A; I - I � I r- 4-1�- 1 ------ 1 5' 1TYP) -4 'I I 11 I ED. (D SMRM PANE I -- l.3W'L - ---- ----- OICT" A -- - 11 - I I , I ; I- I -L- 1, - - - I :- , . ,,- 1,350 - 4 - - .- 'L - -�__ 2 " - , ; _OCC --, I 11 I t ' -- - , � _ - I �� FROM LEFT TO MOW W1 1/2' LEG "H* 8EAM (�) X-TWK (�) MaAMLM MO uil-tv* to,-O* Jib, 10110* ll�#" UNSOOM AN , -_#0LTED PANELS W1 121014RIP � I 11 I IT x . I AT END AT LEFT = OF PANEL (�) (SEE SOTI,;.S% I I I 1 ss. U.S. BOLT ill/ 4". T--- VFF 11L..1 j?'�#_L2all' 19 -1-- Ili'Iftl' L e I .0 ?01-1* V`Ifl a v-d- S'2- APPLICABLE) I I tSEE SECTION$ AS APPLICABLE) f----"-"L- -- -- � - .1, .-..' -- - - ,--- , I I L I F�-- vi=wm -,--- , -volem I �, ------ !�- --�� , i I / IT oav I i I 1.1'�,-�� 4.110 -i;_`F- , 7_-e- , I I %PtTS* I TION I , , I I � -6, -K I , I 'N " , I IT 5 �, rel TV TOP EDGE ---!��& !�--!:- -- .---- -- -..-- 'I, ,� , It F ,� - -- , , 1, � , M rok TmAu I ,�", NN - , i I I I I , Sao ,III ,r-,#. I ] 1 I 'I ., , � � 1, - 111� I I" I -.1 I- LL I L J --- [ I F-f - , IS, I R. =,., PAINE LIP, , � I 11 ML - -- - 5010 ff�y" *��r '51A ll 11 - I- -"� I I il I I'll � F il - - I I'll � I . - - V M.A. ,I I 5 � � �V-7 , � I I Y , � 11'.";r, I I � I . , PAWL LENGTH " I I I : -t'� EAD_ _ .1-1� '1�11 -- 1.2701 GALVOZ. -iiv- --r--7; e-w up 0�-J- r-9- s - I I I . I I a . SEE SCHEDULE A -- �"Nc" 0001 r"'n I - W/ HEWED mict: -- ,�, "', I - 1� � I I I I I I I I I I R W9 - ON SHEET 3) I 101' I NAT, KIN V me., I �0.05, */-� ----W� -W_-�;-- ?;--7�-- -W�-- --i-r- -)�� I i I ! I - (SEE SCHOULf - � IL, ill- 11 i i I >1 .- I j,'r PAWL I f � - I I I I - 11 I i � I ! i I I 1 I : 11 t ON SHEET 3) 0 1 , -- ---- -- 1 1 I I n (M SCHEDULE (SEE scmicoliLE - ) � - - -10:40- -, Mo . � 11 � Lf I I I I 1 Gies t(�--- I - I SM SCHEDULE I PANEL LENGTH / MO W-0, 7�0 1 , i � a ,. . - - -,. L- : ( I - -K . - I I- I 1.1- -- �� i I � ,-- - vp - - � .. - , I'L � - t - -- ---T " w-l" ! I 1 9 I 1�1 !!G r-W, IF- Iv. 0 -,. � t i , - � � � I --- �,- , -0 - � - t -0, I --I , I It L , I I- -- r4l��, -- I Pli j , O.m - w"t 0 � '- I ,/<--!'-�s�-��-�-,---� ive.K7� � , I - - -- , a ' � � - I i - - SHEEN 0 T70Z 14 - ,ei , , : ON SNEEl 3) i I - I i I CONCRETE ANCH � �, .. - I -ar - � I - I - I (-SEE - - - I �� . , Fr "�' , �-, - -- - - , -�-4,; - ". - ". �!A-� I --A - SHEET 3) 1 r - 1-i-i , L� .t. L , . I , 'I - I t� S "' I I T 5 -, 5: - v+-I4D ,;-Q--� . ` a Lill' - - =:!t7-= -1-i,-L IOW 5i , - 1/�-, jmwq/�4;�M"!f�� wl 7 a wl . I 11"N`7 NUT a i2�4 , cc, - � (b0.. U.-) \ i - 6 1 I , C`H" .ff I . - ;� , 4 I i 1 1 � , , -- D. I - - _ - Ls� , ".-' ,, - _ _1_ - - I I—— IF - - -] - -- T Z' .� 0.31 "i �. - --I 2mo 7�5^ v-101 0, 7.-2- $--,O- M.,@, (� - �;, n -1 -1 "O - �wl - - i -14 , I I sox _T � � - ----,!!. 2 j .-I i � I I .I. .,..[ 1 71-,. A TIN . :-L---"2 - '- A'.- IIEMMEE�,.�� U -� #11.2m, Sm & e-71 40.0 7'-Q' d*-51 - - MAX ; ry 4 11 _59" "' � - -- - - @-1@ -;-- - --I - � --�.3 IF ; -�i 1, MIN. . "I I MN I -. 1 7IO- iZ-5- fto 7-01 45.Ir i 'Y"', 4; 1 ;;;.; 303 � . L. ._ PANEL -� OF v � �' " " - 11��,/�,�Siilfli�"-�` �1� "�it I I - � %�� 'I'll -, M, , �/ , '11� ,] ---��,,,�,, � �-- 1 '22M, - - -- , :L-� � " . , %JR ----S&-.-- - -- I 1/4, 3/4, 4/5, 5/5 & 6/5 I -I-' ��'�`Ilr . !,-- -F - I i 01 I .L. 270 , ' , g6 :4i'�� , a� I M�XL -4 10 : Mn DETAIL A @0 ----;wo --;7-7 -;;_-I- - 2/4 1 N 7 & 4W/7 � � :,� ?�p A21ri �- - I . r�, � I ,�',<��, 4 4 $ � ;;;; I --t�o- -ft-r-- --!�an_ L* � � � � , T, � � ". ,�, I ,,,,:,,, � 177 , ROUNDED COMWER - I,-, - -, . - - � -, , t i ; ,f , I - Min. .M* ,�� i��) - - A%O SIP' 61-0* T;�;- -T. =0- ---- ---------A,NCJPORS (SEE %HOULE ON SHEETS 9, 10 SLjq'-. � i z ,�7�,�,v�"-/�f,-,�,,��",-"�,, I - " I ; � 1 A2, -- - f � � i z I �,, � - W/ HEMMED cur " �i , t I i1r, i � �.� � ��'�'- I � 2.31ir END UP ,E� I wi - . ,lw ----- -- - $" -j C& � '��,"-"111 (AlT,S) -,i., 1004 W:T Two I - I ; ,,"L��7�L . Eb. ��, Zl"' - --�L-f " 0 -I' � ". : , I i . �L- , I � E-M �*,':;,��,i� 1 1 I I -,- TYP Borrow AUAAJ -rmo - -, S�#` ID&O 6�3' 5`-1 I I . UL� - -1- I - I I � I, 11 T � e I ,'III ��`�*�",�� rl> , 2.5w 1 L --- OF PANEL 6,-3" -- -- /A -,!!4!t-- GAP I �. @ , I - I - - '11-v I - ' -- -- I IN)& - -7, - 5FT' 1 �i �� I C=F�, 12 1/2- C.c. I I,., - - 3.nol � !09i, jO67* _a. (�) KEY HOLE MSHER (�) - '- - - - S* 170'a (01% OAXAP -1 WHOLE wilm �; . 11�-- � � ; -.I- HI!X - NIAI CONCRETE BLOCK I �0 I r CONCRETE ANWORk� (AS APPLICABLE), 1 072- 1".) 75D 3 ML - - .759 r IT" - iv-5- ----LT*-Q - $Ito' - I— -14 0.4,00, It, Satre OR RECURIO), %,; , 1 1 - ..,-I . I 4t 1 24' i J I - I .SEE SHIM 5 FOR ADDTIXWA - - .1 j - .- L .. - - -1 . 1 I (SEE sc ON L .750'- �31,� IP9.6 5*-5- 11.9,46 - I- -------- --- - - - ---- " III 12, . - I - . LIMITATIONS IF SLEEVE LENCIN IS I J'. 11 "viie,\ /1""'i, � ./"N`% /IV,\ /IV,\ S� - 1, AG., -- ,'I , , - 1 1 � -1 -�pgl- 125' ONLY VALID FOR IIISTAL INTO , W/(D ONLY WHEN - -- - - I I --LEG LOCNITON SET & CALK -IN AN i � � - I- MINIMUM SEPAR41104 TO -CLAM SCHEDULE VAIL w \-r./ \-/ \-/ .... �� ILil ARE USED IT W Ey I I 1 �2EW j � US SLELU 2 I : MPI) WOOD SIALICTim, , , 1 1--Z \-/ \-./ I 1. �, OR CONCRETE EMICK I - I X. -120�-- -- -------,., 5ECT19N A,�-A I _) �EXISTNG POURED CONCR E _ MAXIMUM WIND, SPEED 4 170 -PM VAUD SPEED IF 170 .F,h --) '-Cl) ST - PANELMATtS ROUAW. � � MA)L UNG11i 1 � (1 , ALTS rli-,, -rg I. ;I� -1-11-1--L" ") --� , I 1 RS&C POURED CONCRETE CONCRETE, ANCHORS ARE USED� L-.1w, L � PANEL LENGTH �. NIT.S. ANCH( RM SHLOCK REOWlAID, 7 ill/ 0 I'D Er ` - O' ($a is= s ON 12*1 1- -2,548- - I I �i2s* 21m. A .0", 74.7u). (in) UNRESTRAINED RESTANNIED UNRESTRAINED I RESTRAINED I � _1 , --- _ kwmt SHEETS 9 THROUGH 10) VMS 9 THROUCH III) .- - t.,118' I oyp-)i 1 30 OR LESS I . I. II(II L+z MAXIMUM ALLOOMBLE PANEL LOOM FOR 6 GIVEN POSITIVE "A OrSION LOAD, � 1 7w 1- MAIL ALLOWABLE PANEL UNOTH FOR A GIVEN NEGATKA-5,0. DESIGN LCAD, .050"ll, i 6, I 6 1/4* -UE&M 1-0----t - - , I - i >33 To 90 ,� 1. . (2) PAWEDUREE TO MIUMK w-,uww pma waft (�) ffj-!Hj @) 'U" HEADE11 ----I' Alm, To V ....---- - L im.,T 1 I/2- 1 7 t/2 MEN A PMMVE ALS.IL OMKIN LOW, DETERMINE MAXIMUM PANEL LENG114 "Lt' FROM SCHEWLI� - 2OW --- - - j so TO t45 '. 1. 7 1/2- 1 7 1/2* 1 GNEN A NEGATIVE A.S.0 DESIGN UDAD. DETERMINE MAXIMUM PANEL UENCIN *L� FROM SCHEDUlF- BUILD-0 G WAW� MQUWING WALL MONTING I DIRECT MQuNT (&SLEEVE I" MAX, - . FINAL MAXIMUM ALLOWABLE PANEL LEON IS EQUAL TO THE WEMIN DETERMINED PANEL Lowim I I rur-11w AN, niO ANGLE , :::T�- - i , I,,. I BETWEEN "L.* AM %-'. SECTION I SEMN 2 - SEE SCHEDUAS BFUOW FOR MIN PANEL U06114 FOR PORD Q4AUFv:AwN H, M!Umnw ammy ; --- -- 3.000' - 'i""i'll"IFFMAH, U, A-LIOUA U ranw-pamwa I I SCALE 3/8-11 SCALE 3/*-I' 1 iii� 06; -715 ALLar , 1A7x � rljoo- ,,#,!;�� .- IF .nmnmnu INSIMLiATIONS INTO WOOD ARE LIMITED TO . 05 PiLt MAX. X%M DESIGN PRESSURE RATING I - I , , � A, TIQN 0 114" wim) I '9 & 11 W'=L "a mm LOAM It MAX. Kim& Immis fall I ' r-,- � - 11-1 111. � I -Le. �, ... 1 41. I- " j L . , � (USE ONLY FOR E-Z HANG STORM PANEL -,-- , w I , % i � ;, DIRECT �r. . . 1,51X 15. OUT A. sr T= I !p-,�-, L To 1. 79 - - - 1 11116, 1 - , - OP MOUNT HEADER HEZER AME TRA49 '.,-' . . - - . - � I T 1-16� . % C Imolty Hu cone Zone) -;;�-�! I .= .. Is FLORIDA BUILDING CODE (Man Nigh Vetacity Hu cone Zons)l FLORIDA BUILDING CODE (Non High Velocity Mu cone Zone)i . . I i .-� ::74�� .DO?-,- `�CENsj%'W% $ 0: j � , "70� , 275' MIN. , .: -s SYSTEM) 6063-TO AUUM� ALLOY 116i7l. ,Do. I- i, - J, z , No� 44167 ' FLORIDA BUILDING ODE (Non, High Va so � I I I - - - I w 1. - " .1, 020,10 1knm INC. ". ; i I'o� [7-MIN a i:& "Hit 1 * - F.P. . I .1 . I -1�. --,.. ttirt * � - IRECIF NOW -40' 32 32" 3e so; . . *1 s ilcm wierm w, I s 1 123" 2 It"MMIT TIROX4 . F.A. *' Z r 24 GAGE GALVANIZED STEEL STORM PANEL . � .. Z 24 GAGE GALVANIZED STEEL STORM PANEL - \Ai` L.--- ,�N ' �, .44167 I : 0.44167 - = I - V - 1 050,'�-"F-1 tj,�,, STA , Z GAIAN W. I z - DAM 91 z - 24 GAGE GALVANIZED STEEL STORM PANEL Dkilill 01. - I I loss* - . T' OF 1�5*xi.s' STUD ANGLE w 1. � 32' 1 42- F: *: * : E - stir. * . * I - �� - SEE SECTIONS - - - �250* . ". 07127/2m _22 - er 07/p/30" RM FOR COMBINATION OF SWM§- - - -/V/= - . , _ I i ' * GLOBAL PROTECTION PRODUCTS, I.I.C. F-D. - EDGE DISTANCE -� - - 2.OW-- -- T %, MIN, . ' GLOW PROTECTION PRODUCTS. LLC. IXTIL "r TRACK 5r '. 1. ,,r . 67, to, 1 60* I.->% TATE OF �� & � / 11LIE CO. - - DAM t 0 I I . (),,, , GLOBAL PROTECTION PRODUCTS, LLC. vik�- _ ; L 0� - - - ' .,� ;,= / (SEE SC14EDULE ON TOP & BOTTOM MOUINTINOS CAN BE i� . 111ISTING A, am. r 0 CUE I - . "m SATI 51 snw �-r � * ", S"w -204' " , - � . M �.. m S.W. 5 STREET - 1 60. ---...- �,- ORION ..*�'A7// .0-u. - SHEEN 9 & 10) COMBINED IN ANY WAY TO %,FT ANY " KA-en,". e, " , Wr Sr W Tw CAOIL FL =11 =I AL ,, DAW, I'LA 4 tL� ANG 501 32 32' Sir 1. , 'w� - - Ill" , �mxn - -1.1 " . (�).N-7m. I 20-175 1 20-175 :: - , � mm 1.1- - w- - .t - I - I - . I - I - aimmina 0,� I oo. �� .11";; - -t.;It.ot TwTlm�,Fsw sm- to. . INSMALLAT) k .I� ... ... I 1 7-- - -11, TAn )m-� 20-175 " I IFFMA - - 1�t I " FIVAN, Mao, �'"Ilm ,?d NA , �� -.1 AAAAnAn - -.1 - I- mienelOw � 1 f�)SN-6"v 1 ,ydi P-Amt )m-emr, - ol.;F. (j� %W&--QU-*C (R a ILQ-OUI 'F* MQK (@ & (PO WASHEREO WIN9NU "0000119 I -smF"H` 0 - - � CA- !Alininli� I -i - I- -M*m F;.: IZAMAC 3 ALLOY) 0� lix , I AM, -1. I " -J. .- 01 ! I WITEA Alban"t 2�1- 1 *50- - - K AN= f" '! , i IMOT 2 OF 13 � 111.11.54-�- � I I - s"m 3 or to FLOAKA, 21 tiip' 1 1 1 =1NA t1vil 1. . i ----- - - f m5mik - 4 , =� -1 ,-- I . 9z 5. I I - - J:-- Flim 4 or Al I I I � - I I I -- -- -- ---1 ------ I 11 -- 11 11 - -- .- INSIALLADON DETAU FOR ROULAR PAN kT-IQN DETAI LAR.PANELO � INTO POURED CONCRETE OR CONCRETE B=K STRUCTURES � INTO W090 51RUCTURES " -.."�--,--�-"-.--...4r--,.-,�,�-1--I - - .-----,-. - I th[SIALLA-TIQN f2ETAIL-S FOR REGULAR PANEL �D INTQ WOOD - --- T , - .- - -� ---- -, �,� � --I- T�� - It ,,. 1% . � I , I I . I I , �, . � I I �Ii SEPARATION - - k I" .-:�-7,.11---- I . . - i � r - I ;. ;; WOW ANCHORS � - �.�- - I- � -,.- � ALTERNATE CONCRETE i , -- . tH - -, To ams� -- 1 : 1 , -= '11� - - �� ," ,� j " I I " -1� I S=TION , ,:. - C . (SEE SCHEDULE I . � > . SEE SCHEDULE ON /, 11� I I ALTERNATE LEG . I ��. I I : I -, I IF - - - " I - 'S W-V %xr. OAS' (Min.) EXISTING , , ---- -7,; � --- I CDCATION : khr -1 I� : - . I I � I L , ON SHEET 3) - ap - - 1�� , 11 I CONCRETE ANCHORS ON , I � I SHEET I 1) �"T � -- 4) ,/,* I 1 .. ... ul'.=* - � (SEE EXISTING P01JRIED �1,1� � . � ; a Ile at- L � � � �, I 1, I SCHE ULE ON - ' Exis"NG POURED CONCRETE SHEM 9 T14ROUGIH 10) INK"'m - -- I j! I , I .1. ` 11 :!� � DOE: FOR Pilam BEAM AtOUREIL smm I � ill I Cn 0" THROUGH I , OR CONCRETE 81. � - " 1, � ' ' - �; --�' 0 SHEETS 9 0j, OR CONCRETE BLOCK I I REOUTRED. 1, � : ;01 4 ,�,, A, , , , I wo. iiinAt T-in ADM OF OXWEING WOOD 'r - -6-0 , REOURM, I IFTIEWTE LEG ,� '� �' , I , I I 4� ,F, - - 11-1 v ma, SM TO BE CERTIFIED BY ED -L- 1i 41- ,11 . � - 0', � : 1� j � r - I MULE ON , 11�% 1� - 00) " 1� "' I � � (SEE SCHEDULE ARCHITECT PRIOR TO SHUTTEA I I , H , , ", � . � � . 1 , � (SEE SCH', u 4,; / -11 I I aY`- SPACE I �� , , I'll, �� I SHEETS TmRwGw,f4 , I I � 1/4' - �-� �, " I I--- --- � ON SHEET 11 FOR INSTALLATION. ALTERNATE WOW ANCHORS 1� "I - , . !� , I � I' um -- IX WASM HOO ! , � �- I-J,. � 1". I ) I �� I I WX .R 0 (SEE SCHEDULE ON I � I - W*.I* HE ,�/ ,,,,r . Im" IF - � ... - �1' kift- Ve,W HIA mom Avic, �,� A 'A SHED 11 ... (SEE SCHEDULE ON �� j - EQ -- . TIN GO" ON a) @� - t q. =00, 0 " � ,X. RIP aft4m - ji;i . SPAM I �. OF V i i.�'/.�, SHEET it) SHEET I 1) I . - � I/ �Iw- ss ALt IN, Alt, Ile � � , I I �� r" . � �- I � - - 0� 11/4, 1 1 , , � , 101 .1 I 1 7 - , ! 0 12 f/2 a) I'll, -1-1 PANEL LEND , LM J, , A ,1&��4 , I � I R - , r.N �,, 1 %-Nj� I 'TR REGISTERED ENGINEER OR , 1 -- ,�,,�� I I %= ; . .M� � I-11CATTOIN CONCRETE ANCHORS " woup At -EN / 1� I , P, I SS I �"- " , , �� - MC Rw � " � L. a) Me 6,: X, /1, (SEE SC %�t/ WOOD ANCHORS , , , 4 it , r', A, Oro - 4 � �� , , , �r�, . ,�C � 02 AEOUI �r I . � , �-.."':',,';`, , ill= ANCHORS " I , � , -- � I I - I '/. - - - w - , �'.. - -= t � , I= -I- MAX. 1--NP& MAX, X � 4 "! , 11 -- " , .1 , � I - �� . . 0�'�: , -1 � ; 1 - - I'm � I I CONCRETE AW-40FIS ,,, r ,/;. D.C. COD i I ----,. � , I �1� r r � IN --- :7 - �'. I �- - 1-j 1/4' - . --]G�- . -- - , � FE;= I ON - .-I----- -- ---- � 1,101* I � -t- . REQUIRED - ED r � �- � I Mo. WOW READe "I I W /2, ---,----.---.-- I I P � � I . - I � � - I -4-0 U) I � � REQUIRED - I i " �', I I , � -7 "'Fo- 1 t/.I.-Ioni - iRIEFIS 9 THROUGH 10) j I -... IF - --- I -1 i : ED 1. -- �� ------,7 - . FC -- � � - 4 1 = -----I - - " - - - --,--- i . - -1 ; I V M 11 I -� 08- � , - I � E.p.. , "" 0- � - . � i lIl I I -10 1.111, - 11 r , , I *06 6 1/4� Om i I P �� ,,, "v,,,�,�', i W". :tll � i I 1�� --,-, I - 'i i -6-0 - , I . . -*I' MAX. LONG ALUMITIUM. SPACERS 0 12 1/2' i ! WOO ANCHORS I E.V. �'1,111 . I i - : PANE LENGTH " , i (SEE SCHEDULE ,- � I)- I I � ,f,o,-� - I / . - - �- (SEE L I . , --- ---------- 4 - �� -Li ; L I �, � 5 I � � � I � j dii- �� I " � . � r I ; I i , i - � � � � -H�= , � :: 1� �;7 = , , _ I I I . � �, I I 11 � �, � � I � I 11 I �-, 1� i , . � I I ) I A! HOULE I , m I I � � mi, I ED c ,�m : 4 ON SHEET a � � , O'C' (SEE TABLE #1 04 SHEET 11.) SHEET 11) �r' Cu 0 -I&E-1 I � , , i � I � I F I , . I 0 I - -Ci) W., I I Min, ! (D � - I I ... i I - � I I � roRsscp I S `� -�,� � I � I SE - NOTE - MOW FOR LOOTAPONS FOR -in, - , i I I- i SEPARATION I - V MW F, � , ! � OIARATION TO ,- ! 1 4-1 1 - � (1� " , i I 117- LEND SLUM, It � i 61 � PANEL LENGTH r.. - � , � 1 1 1 -4 mml(uf - I I i - � 01 , , 10 (j) �j . �- sm, I & ,�w EPAPATION T IV Alm It 1 _ =3 > I - TO CLAM, I - , , �t I -L', � A, im f I TO GLASS. � ( PANEL LENGTH I j-� -% = 11 -, I i ON SHEETS SEE SCHEDULE I � 1 i IF �T - I Amin. �WIAWIQN TO (;LAS$ 1 i�� , � (%L wwouu: i (SEE SCHEDULE I i ISEE stlimur " -a I � 1 , � I SCHEDULE 1 1/--ii-20.1 � � - - � 1, - I � 17 11 I -PANEL MATE FEMALE to OR PANEL MATE 4 3) .1 - '15 sm. . i i ,, I I I '00, (SEE SCHEDULE ON I SHEET 3) I ^'4 I I I I il-lu" I - -, : - � � FILM (SEE SCHEDULE ON SHEE' ill r ti-ii SCHEDULE ON SHEET 3) - V MAX L- 0 , ' 'k SPAIIR W I ON SHEET 1) 1 1 - - --- - I 5HEET 3) Min. SMAR47OR TO GLASS. 0 - - - I - - j %- M , 01, I z - ON SHECT 3) 1 I i 1,04 SHEET I PANEL LENGTH SHKC� 3) � - - - �- V� - . - - ow I S& .'is wo ,� I i I � , i ! � V -41" - -.144-- "" I I I IL - --V - I I I � � - (SEE SCHEDULE PAN LENGTH ,,� , i uG%XA mx 7-C tM Ple PAND Min. �-. . � 11'. I - PANEL LENGTH , -1 � It— 1 2 1.� I "�� L ' - -- - - -,� 11 I (m FIR R'Na. (SEE SCHEDULE - I i I -1 - 1 "' Roo I - - --V�- � , � -- - ! ==11-Ill 'L� I _ I 11-X�-o 14 1 . � -- - '-' =%.-,,, , .. L I I a I -1 IF - 0 m a. I MAX. I --- -L.- -- .. __ _ � 1 AT . I ! I , - - Air 0- , Min. -- - r- L ; ON SHEET 3) I �, , teak 00 T-0 ms-TING 9 ST=I 1 2"F4' WOOD - - It +- ------ ---,I , LOCH 00 rAn � 1 � - - L- (SEE SCREDULE I ' I PANEL LENGTH 2 I ON SHEET 3) 1 - - -a O�N HEET 3) -1 I I - 1 L (SEE SCHEDULE L EXISM I �( I ------ I 3 m- "I -,- - - - -- , - -- I I I --. T= � i 101 I % -� I GLASS I I I I E 1 - -- --I-- ; ON SHEET 3) �111 -J-- ----j I ,� I ". ----. -S-1-- I �, GLASS (SEE SCHEDULE PLATE REQUIRED I I --It� ".0" t I I � 0- ____; = I - 1 --Cl) I - ---vo�,. -- -, - GLASS I (SM SCHEDULE L- ---- -1 -- , - - k.--,- -- - ON SHEET -3) I DIRECT MOUNI W I SPACER I f I �-� I i r - �- V, - -1- =11 I I I j � It ON SHEET 3]I It 56% 1 - I I � � I ; U) OF V -(I � OF V I L I I ! * I I j --- C, � I '- --�'-7��l�-�,�.-�,2--�,-,�.�.:,L--,� . 4 i I I ,'��gf','v,,--,' �`t,�,�L�.-� - i I I � ! I,7 --- . -Vk-,;��, 11��- A I , ALIEBRINM 2w, A I 11" ?Y:i �=�- < I MAX -, 1 MAX, ��-,� ��,,�',:,%,32 - -, f�1�1 I L" -o-# SCALE 3/0.4, i i I i 11,1',1,.1",.�'Z � � I e 1 -4 ---,�) or 11 , ; : . � I I I i I I : l -0 � 1 40" j -- L, : r -�5' 1 , 1 � I- "I ), SEE �r OF 10 � I Salt � I I. I @ ! � 60. I � 56X 0 I2 3/7. O"'., i I , ", i I OF 't I I , AT ON SHEET 11 MR MAX, PANEL LENGTHS & ; MAX -F--# - �, --- 1 -1-1. � - I ...... � j ED - OF %� I DESIGN LOAM FOR THIS INSTALLATIft I MAX- - 9 �111,�."!F -fo r I . -q I Iv lz llw- ac� " ,,�.,,-.%,� . " i i ED , 04--- 0 � 1 �, I 112" � I MAX � I 11 I �" � ". 0 MAY I I I i- - � -- - I A : t . -- ,41. -I I � " �. t . - I -- . --" �- I I 'L 'I 0 12 1/2- O.C, ; � I - I I I I-— - - L - " I =3 1 1 1 i - I , � fi! i I , ' I r-Lrr 1- I I F ED I &E, -,� _ - _ _ i z ' t , I I r I v dl -� I � 4� L I (D I �, - L. L, I I I mr .1 a 12 1/2, a C. � fi�r-� - - -----.---, I � a _ , I I-— z": fli a i I— 1- . 1 ""I". , <11 I - I I L i I CONCRETE ANCHORS �11,`."Rl I CONCRETE ANCHORS I --- � ! I -- I .1.012-s- I -,. I � � ED 1, � f - I - . L _ , EXISTING POURED 1 I..., I - .1 � -�- - (SEE SCHEDULE 04 -��1�41 . - S/�, - I 7 It L I ---- ��' (SM SCHEDULE ON - ---Li , -- - J - I - -�: L ILI � � . 1 --- I—. � � I _; � . � I :� 1 - 1� - WOW ANCHORS I L, L L� - - "? SHEETS it Tuw-�ROOO-�AGH I 0), - - �� : I ) 2 I/W LONG MAX. ALUMINUM - -, -- - �-. �- I SIAGICEROD W/ STUD �---- - L m - L., � � CONCRETE � ... -.,, , EDGE Of WALL OR SLAB SJ4EETS 9 -THROUGH 0) ?'>` 1'!� � I I: I I )e , REQUIRED .. - . ` "' " �V EI, � , � --A -------- --j-� I t I . F I f- I - D.C. VALID FOR I L, � L� I SPAM &A W M I f,W UING IF-. . � , I I i , . I � il � i/4"' l 1.11A�, j SPACERS 6 6 1/4 I I -- -� 1 , � . ,?i - WOW � � - ,,�'� � EXISTING; POURED CONCRETE I ALL DESIGN LOAM AND PANEL - , ; ,!, � � (SEE SCHEDULE ON ;,XS L I �� , ,, I i ! -.---.-, ��,' , , - 21A4* WOW 'L , � , " CONIC ME AN --- --- I - 7,7.� 1 � 1 �il , � . ,wm ANCHORS � I--, PLATE REQUIRED ,1� � ' �i ��j WOOD ANCHO I 11 I I '-. r I r--,- ..'- I t � ( SCHEDULE ON � '-----E,D - - , I t2 1/2- ar. (SIDE TABLE #1 ON I � C-0- - ;- --- , - -, -�, � � 1! 11 , a 11) m 0- �., OR up'41.1,11, 13LOCK EXISTING POURED CONCRETE- LENG114S PER SHEET 1 �, i 1 , � I -1 i - - q 1 SHEET 11) (1) � lvc� I WOOD WHO" LL DECK REQUIRED RECURRED I , I �� IHOR� -- OR PEW BLOCK ' L 'I : -U4 *a=- !�� --- � , REQUIRED. , 2'x4' WCOD, ��' L" "" '� � � L , (SEE 'SCHEDILLE ON 'D �,. 4j� I' MAX M40 &VANVM SPACERS 0 , 11 7 � � � � � L SHEETS 9 THROUGH ) ,% i _ � 1 P5 ftDCAM <- � ��_��,4.�aj� -;A' WOOD I S-5�117`u j 11-1-71--Z-11.- I siqEETS 9 * IIIJ I -� % I ��j STAGGERED W/ Mo ;MR'rSCMWaKN M MASS f LATE RFAWIRED 0 ANG"m DOW. T-WIV OR 11 � i r, I , � I SCHEDULE ON Rom " ' L '11A " M 0 'L -1 I �:l , (m =3M. ,�U/4,,*�" I "J"J'4" ' � - P41a WAV " zev= =1 BF V, A � ,� 11 � ", I I L li� F, - bc� SIMCM 4UWW , , I, - � . I I SHEET I 1) COW?= WOM, � Mft d A RWRICTION Flak 17 1/2 o" -2. W - -1 - o� i- - --I-- .1`4�- 0 a) , I � � � i " i i $HIM 6), , -1 CEILING ANQ ELQOR MOUNTING JUILD-JJUT t!UNDN WALL MOUNTING &IRECT MOUNT SEAMM IV OR � L ,- I I � M "Now m u[SIGN PRE95URE 1 1 1-1 . , AIMING 6 .60, -a$ P-t- i 1 (3) MW 24 GAGE TAING. UINIFTH 6 UWU TO IM- 4 AN OP104041 I Cn - : , , 4� m 'I 5ECTION 5 - I -- _ , _, - - .1-1. (2) MO 5 A MIRCITIGA KIM LARGER AMID. UDKRHS AUGWID ON . s ,/1.I. NXIK" 1. I wmw stim PAN" Lowil -5 i SCALE 3/8-1- SCALE 3/8-1* 1 1 72:, 1 WALL MQUN IREGI MOUNT � SOWAL SHUT I I� I C&ILRI! L4 D FLOOR M NO BUIL.0-OUT MOUNTING CIO . I WMW W AS WRATED ON I . A1TIE1NRQM1-2 Ny 11 AMBNAIFYIE MN I VIVE 2W 1 (4) I ur Lim wmm W L. le , I ",r =10= M ALMNAIM N WALL MOUNUNG GO smw pmu "WALLAIM is a p"m ML 1 VALID M MO ZONES 1. 2 AND I AS COMM MY AMI � SCALE 3/9-l' Alto a omm WOW MAE SC" 3/9-1* 1 w 2 WCALLArim ITS 01ILY � ALTERNAINE IN i I M SCALE 3/8-l' (4) imsmaAmow -.41" - - I I E-INS MMWM NO THE 2020 (7th OTAGN) OF THE FLORIDA, I 00010,111104% SCALE 3/8-1- L. "'101INNHAIA, 1 =2&3 ASIM C A I) Ilk - 1, ..:.. eINOMIN'?, ... OM coor ..'.1 ..'.1 K ..'.1 .�.� 0 �w j , , , V .. - :", G, I '------j . - w , _,AtV, - A, 1144iN 0:eo��.:7!!�z --- - . - A, , . - 1*�,�.,..\pN6% �4 � V4, .* .. .... -51:,. NICm, . � sm *' % =:$ - -L S- FLORIDA BUILDING CODE (Non Htjh Velocity MIA cant; Zone) 4x 167 :E jo �� -'\�CENSe%.�l � Z . I z I - . - FLORI BUILDING C I ODE (Non High Volocit cons Zone) 9 � = - = FLORI BUILDING CODE (Non Ifth Velocity Hur act** Zone). z I* a.44167 '- 1 iImm wao. IN, V.P, 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S�D� 4� . I -- - -y Hum IT NSTALIAT10N ARE ONLY VALID FOR MAX' A-5-D . 24 GAGE GALVANIZED STEEL STORM PANEL - ' No. 44167 t I Wmo cuim RZ TOP & BOTTOM, MOILINTINGS CAN BE �- I * R A= ill=, W- f.p. < E * -- * - OAIM Ift. . * I I = 24 SM GALVANIZED STEEL STORM PANEL I D " - DESIGN PRESSURE RATING (p..J) AND PANEL LENGTHS t &- 74 GAGE GALVANIZED STEEL STORM PANEE . . z - III, = PAWN IN AS PER SCHEDULES ON SWEET 3 -�� r - -.: - - .*E DESIGN PRESSURE RATING (p,sf) AND PANEL LENGTHS s III, lk-o . 4 :z * I - : COMBINED IN ANY WAY TO SUIT ANY NQ-TF FOR MMOINATIO J-Qf-5fjujm; s w . = 1z:- I?/"/=" 70P & BOTTOM MOUNIINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = 1. - � m/n/m INSTALLATIOPL s -,�- .�jo - E.D. -C EDGE DISTANCE 1_�-:�% al.mvEc Z 11LIECOmic GLOBAL PROTECTION PRODUCTS, LLC. MV - COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W`) * GLOW PROTECTION PRODUCTS. U.C. Dim I FOR NEW WOOD FRAME CONSTRUCTION: WOOD -1 , ..-- I I \ mouL PROTECTION PwDucTs. u.c. I E SCHEDUL TOP & BE nIOM MOUNTINGS CA14 BE . 4 �77.- - I �s-% ILIECO n. MEMBERS TO BE SOUTHERM PINE No 2. ill/ SPECIFIC -- ILIEC 0 imic- IF tAlLI - TFUA ,�A. QQ) S... Ill sT1w INSTALLATION. C1. I �� MXAMS.w� 51 snw .. - DENSITY OF 0.55 OR EOLIAL - - - WFJ ILLUT -No . 11��:XAKY 4411110 sw. 5, Srw z SHEETS 9 & 10) COMBINED N ANY WAY TO SUIT ANY I t ��-� , TwTm PIIOITRIII)�. - * --- �01,v %I� 'ANNI, 33314 Will, � � .. ....... I -F- rL 3014 . Mv , _ a -imi, - -.. MAI , .1. . . ,L 3M,. , A', PIAA*`� 20-175 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,;�, A.. pFwra�cm.Usw 111#111I.-I.- / / . 20-175 - A, (W)MIT-7U& VAX- �.. - -W, - FAX DeNTIMIF-SW 20-175 1 A . (�]�2*46, FAt 41064)MI-8717 0 - - a"AING ft- MEMBERS To BE SOUTHERN PINE No 2, W/ SPECIFIC ... z;;t- -01 uAliew ft _M=IR I - INSTALLATION. RW/�;2�- - i��- W,-� - .11.110 - I � .w. r - - I Ann VANNIXT fm� < --i�sy. , I_- -----.I N,m;1-tpA%*x,FS0wNm1 I 7 - ATE 11 IZ . , DENSITY OF I[L55 OR EOM. rolimewwm.,-�CATT " -i went a *I 101 PC S[A,f=MATV%M/WE *MA, 1410 �� P'L wav I it 14 -j I , MOIL 1 1 �9* � � = ce"A"a ,--- 2gR1.1I11-1-. � � � � I -- mtj,441 , I ---- ----- I I I I Q- I SHEET NO. I � SH 1.3 w END CLOSURES DETAILS FOR INSTALLATION IN POUREQ CONCRETE. SAFETY & E—Z HANG STORM PANEL M SYSTEMS OR -f bDMCREI£ 8_ YNiMS ' t f i 2.4' WOOD FRNA£. 2' v 3• a ,093. OW NUM. Oa { s Ira 9 ,4 & 0D6J-ta At60F *.. EW, : TA LAN N) 12" 0.N BLOC% OR 2'.�4'tEWDDD BAkME ,': t'OtNeFA GON6RE :. d �f 1 il4-s x 1 3Jb" T .9N ,-.., R£OLWEO ',.. CONCRETE I3LOCl a",. Y^i ANCHOR IN q- O:C ,. 2 1 f2 # / �_ ` ,.. 2 WOOD 1mINF �... I `. ORA Man,E•• i4 t tx � 1 x k, ,4IaPC' sAN3 - _ �-.- { p i '_—✓ i s ; !! lY 0+✓ti 2S• limANATE to UKATION -'-• y� -.. VARIES x .. . 2 A CPto, y 1 .MISS' L,#'D$ "_ ALUM, A. OR 1y).. _. ,CIO" 3105-N164 SNEQ P@aRt y? i01 fTE, CONCREf€ -. ...:I III w a/ F MILE'.+: NrtN NIW. &Nr I,.. _ 6i9CK tit 2't4" WOOD FNAMf 2' x 4" X 12W ? 5 • 3105-HtA OR - 2 7j2' �'` .I �..- ! .. - I Ti'�'') i,�' - RLAAtEO 6Db3-ta Hum =}� :,,,, 2" ( 7/4ue -. MYn. cow AUAM, ANGLE iAa:.. 14' A'rai * 4' . _uw BtR 4' w 31$9•-Nta ORDa3-(6 W.V," ( WJJACNNUi C4A2AMA,r ANFAE 4IC Nuf CASE A (PLAN) CASE B (PLAN) CC, SE C (PLAN) CASE D (PLANS SCALE 1/4-. 1- SCA(.E I/el- SCALE 1/4.-1. SCALE 1/4`:,.T' ) ( v.l 9fA.lO-SEC DR CaiN•iR t y'^OR ELCO pmDMm ,. e-� 4N1WB7i CONL'Ri7l .;:1S6RNO TPoY Al 'rENAEE IO AtQI _.._.�__ �! F� 11�OR CQNCRflE 91,DCW 7oP. BOTs�t �1 ' ➢µ¢YN,TE PWS �` 5 L 4R II'r4' N�ODO SN4 # t�EnptM< - SCNEWI,E ON 9. ,(MINA SVA 5� _DwF.RiAP BEYOMO 4,?j+ SR, rR E REONMJ'-0 1$ ANPUCABi.F to R 11) OP(DiINo wt6n() '• PcriNRED WiX34ETF, CONCRETE RfaINREO 0 1 !S `;'c:. ti n� \. w BEOIiIED 2`w4' w000 rRAME[All. 1 SBEM Wj ANCHORED FaONJ A ,$. 6hu a 11FM FUF FIANCES PAN,VIil To // WALL (WWR CUT END pma) i OJSF i X B Q xNC`ETIM&X '�-4 (�1� '; f ,1�$ i!4'b 1a eS NktB NF�•1:` g µNMHnNINNNt �fC({. r,� ' / a.x. tat ♦TTW/1 ie,E, SEAL 1/4,r1' -..•.-.1 - `,,XCEAts•''':/,p y^ VAUD FOR DIRECT MOUNT INSTALLATION ONLY k F CE'RTiFIED PANEL INSTALLATION AT WADS Wf No, 4157 SURFACE Lie VARIATIONS WITHIN 3/4' FLORIDA BUILDING CODE Mon High Woolly Hu core Zone CASE E (PLAN) CASE F (PLANS � }1�," / F �yT °�° �7� °� 24 OAGE GALVANIZED STEEL STORM PANEL C SCALE ; ff4"=.t* SCALE 1/4'-," d�,•. t( hilt' ,,1"��: Nr r _ ORAwNBn 1L EC 0IMt:. GLOBAL PROTECTION PRODUCTS, LLC t tnNi,,,, {4800 SW61iIR£Ef!` 49" ' +a�P' zWa wmwA ewaF.•a nPm waW, n. =04 20-175 A.r. f%1 p,•.t43A 4F,_ly1 PNopE. (I6*1400-7546, FAA (064)mD-m7 CA- 11a N♦<�W.1 Ort 49FA. ,M dWW(C Mx �AIE ,w r P.E wAL7rX A 14N &P.C. , m ft-1n A s 61RLi $ ar 1R (VALID ONLY FOR PANEL (DINSTNAATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 h 7) MAX. AS.O. 1 6 & 7 MAXIMUM ANCHORS SPACING FOR ED. = AS SHOWN ON SHEETS APPLICABLE IN/UD4ILIM DESIGN PANEL TAPCON LAS SCREY! p WOOD. BUSHING PRESSURE RATING TTO1 ¢ Clbu8lNAnON. FEMALE 0 �STE OF THEM (N') 13' _ IW (TOP) I 3 13" 13 i3'. 13 IW. ( BOTTOM (.. ) 8 1/2- /2 $ 1 2` / 9 a 2' j 6 1 ` J2 61 2".. / OP (TOP) 6 14 T 1T a 6 i 80'fr• 7 5' D - (TOP) ..� OR LESS B _ e` v0 N (BOi7OM7 t3 13" /3 t3' t3' _ w (TOP) (T +4ry. -4S - 13' � 13' TS 1 3 1 " 3 w ( BDRC4 ) AR LESS 1 3 1-" 3 t3 13" B11z' W (TOP) 13' 13 Ir 3 8 1W (BOTTOM) - 6I2 f 6 4 2� J - 6 i. 2" ! oP (T ) b 1 4 f 2 1 2" t`4' 6J / O 4" 6 1/2- 6 I/2' - (TOP) I'v-e L41,12-. # 1f2" 7" 7' - 3w (BOTTOM) 3 A- FLENGTHS WHEN SPACER iS T 1 (7R MAX,tAA)S, A.S.. DESIGN LOADS 4e WAYE PANEL SEE ABLE O U E�LE>rNG ONLY TO ALTERNATE ON SHEET 6 USED. 2W" . GOITRES MAX. A.S.D. RATING (PsJ.) MAXIMUM at SPACING FOR E.O. = AS SHOWN ON SHEETS 6 7_ APPLICABLE C,&N4� OF'r," ! LIMN LENGTH (R•) TAPCON LAG SO" PANELMATE FEMALE m PANELAWTE PLUS WOOD BUSHING 13' 13^ 1r 13- 13- 1W w t3, 73 93` _ 13- 8 1w i801i'OL1 ) - b t' is 8 1 r 2 a 11 j 6 1- j2 B i 2` r (� - 7" -_ J 7 11w /2 - 6 1/4- 8 - - 12 1/2- 6 ., 6 4" _...__-._.. 2w RCRT• (01fi7 _ (BO,RX1) 5'-0' LESS ' 16" 13, _ _ 13' _ 73 13" (W) 445. -45 j ' 0 473 -75 _. ._ !. 3 _ 3" 4 11 13' 1 ' 3 i 3" 1 } 70` TW (MOP 13' 13` 13' T3' _ 6 Ile j IW BOTTOM (BOTTOM) B 1fa" 6 T 2" j 6 1 j2 8 1 '` J 2 _ 0 1-" I 2 _ 2W tmP ) - _, 6 12 2 b 2W (Barr• >' 7 1/2" 7 1/2- - - 3W (TUP} 10 3A 3 2 3 1 , f W � 12r Irt —ir 4W 00T16M SEE T :FOR ION. 0" kWHEN SPACER !S TABLE WITS(, A,'S.D. DESIGN L MAX.#ARDi. PANEL LErIGTI, USED, COMNSPONDXNG ONLY TO ALTERNATE 2W 04 SHED 8 - �. 'TABLE Al A A.S.O. MIGIU LOAD MAXWUIM PANEL. LENGTH 40 PSF OR LESS W-8- > 40 PSF TO 50 PSF 8 2- > 50 PSF TO SO PSF 4. MAYS. PANEL LENGTHS ARE. ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FEMALE ID OR PANEL MATE PLUS ANCHORS do W/ 0 Sp MMAN4}� 1/2" O.C. (VAUD ONLY FOR PANEL INSTALLATIONS AS PER SEnONS 1 THRU Li, ON SHEETS 4 & 5) MAX, A.S,D. DESIGN PRESSUREFrAPCON RATING MAXIMUM ANCHORS SPACING FOR IBM LOD PµE�R SCHEDULE BELOW ��^E A: OF THEM MAXIMUM PANEL iw" '(" (N.) MAX, A.3A. OEM PRESsuor RAflNC (p.s.T:} MA MUM ANCHORS SPACING FOR MINI E.G. PER SCHEDULE BLOW ��1� TO swilm MAXIMUM PANEL LENGTH SO:1D^SET iE)AV,EPANIUMAT PWS �aC-IIAILW CAILX-1N TOCIN4 SOUL -=BEE "ANSUE L : P PLC . ZOJAIE"C-NNUN CN:R-7N W 1O YO .XIIIEFE tom 10 Po 70 if M A A t<;gOR 46 LES 13" I3, " 13` 13, iS' 13` i3" 1S 93: 73" 1 PJ B, OR = -r45 5 To .63. --a 13` : 43' 73: 13' 13' :. 13' TA" 13' T3• 13" '11 1ST 1 ) OR LESS d3• W ^ I3' 13, 13, 3• 14, If 13'13' Is' 1 (BOTTOM)13" Y1S. 13" 13'� 13' Fw i3' 13* 7 t3" t3" 13' 73' 1t if2 I (BOTTOM)13' IS 13" 43' 2 (TOP) 13, 13' 13' i3' Ir 13, 1S - 1.13^ Tr' 13' it if2 2 Erw) 13' T3' 13' IS" 13' :13' t3' t3" 73` 13` 73' 2 (t3O1TOM) 3 t3` ,3 t ), 3' t'' 3. 13' 13' 1' 3 1 3' t3' 13 I1 11' J 2 2 (BOTiDMO 71, 93" IS' 13" t i3" ,43' 12r 13' 13" 13' I3, 3 (T I - 13' 13` 43, 73` 13" 13` : t3" 13'.. 13' I3" IZ, 11 1/2'3 (FOP)' - - 12 7/2'12 I/2 6 1/4",6 1/4- 12 I/2 12 ,/2 - - 6 1/4':8 i/4- 3 (BOTTOM) - - 2 1/2 2 1/2 8' 1/4° 6 9/4" L2 112 Z IJ2 - - 6 1/ 6 T/4 3 (BOTTOM) $' B' B` b" Ir 6' a" 6' B' fl 7 1/2` 4 (7flP7 B" 5. 1/i 6' 8` R, 6 1f8' 8' ' 1f2" e" 6' 6' S' (FOP) 8• ... S.. - g-e. .,_.�.._.., 13- 93" 6* 13 ,_. 1#' B* ---#�3" tS - _ 1: g" 5" 13' : 1 - 13` 43 s (B<2TTOM)'. 5 (TCI4} S fTlDT1gM). b' 6". :_,�-ar _;'_. 13' :. I3" f3" 13* 13' 13' t3" t3� 13 I3" 11 1/2 B.(Ta').. -13" 13 /3` 13 is' 73 r3" 13' YS' x3' 13' t3` I.. 1/2 5 (BOtrOyAj iJ' I3 1�' 1 3 _3 ( 13' i3" t3 8 OP 0 ) ! 3 t 3' 7' 3 i 3 V 5 Y' 3 1 1" 3 fi J m i 3'.' TS" ii 1 0 P ) _ - 6 1/4,. 6 1/4` 8.I/4' 6 1/4' _ _ - - -»- 6 1/s, IS Ile 8 {R4TT :i) _ _ 6 !/4" ,,,,�3 fi 1J4' 6 1f4 6 1/4" - -. - 6 9f4*i6 IJ1' 6. (OtlTT,•*) 13' i 5" 13- 10 1j2 13` 7' Ir 7' 7 112 '5 1/2 13' 4 1/2' 1 (LOP) TO i4-4 -.. 13 6' 13 13' I t3' 8 1/2":- 13, a 1/2' 9 1/2" 6 1/2, 13, 5 1/2, 1 (TUP) TO 137 7, I3'. :: 13` I3' 9 1f2ti/2 10 I/2. 7 i/2 13' B" I (9ortem).. 1S` 7 tlr 13, I3, 13` to' 13, TO' 1T' 8'. l3" B 1/2" I. (SOTION). t3' 5' 13,10 ,.. 1/ 1y` ' '7'-13' 7' 7 t/Z 3 1/2 13' 4. 1f2' 2 (,'OR) - 13" m, 6' 13^ 33' 13' 6iJ2`. 13 _81/2' 9 1/2" 6 1f2' I3' 'S1/2` 2 (T,) -.. 13'13' 13'.. i3' 9. if2 ?3' 9 Tf2 10 1/2 �.7 i/2 ty' 8 7J2' Z (BOTTOM) 43, 7 t/2' - 13' 13' 13' 10 - 13' 10" 11' B' - 13'-_.B i12' 2.(BOTTOM) 13'.: i' 13, I3• 13' N 9 1/2 43" 8 1/2 10 1/2. 7 i/2 T3' $ 1/2' 3 (TOP) I ..7 1/2' 13" it 13' 10` : 13' to* it, P i/2' 3 - r2 tf2. i2 1ja S iJ4w 6 1f4 1T:iJ2 Y6 B/4 6 9l4 d-Yj4 (9QTR1M)' O 2.if2.. 2 1j2 6 lf4 6 !/t 12 1J 12 if2. 6 1/4 6 1f4 3 BOTTCMI) 8' 5 1/2' 7" 3 1/2" 8` 4" 4 1/2- 3° 6 t/2' 3` 4 (T£SP) 7 iJ2` 3- 8" er r e B' 4" 4 1/2" 3 1/2' 6 1/2': 3' 4 TOP) 8" -' B* .• B` - .EF - 5 tf2' 7 1J2,. _• 4 (BOTTOM). 6, ) _ 8• Rl•. - 6' '- 5 1/2' -- 7 1/2' - 4 {BOTTOM} 13' 13,. I3* S 1J2^ Ur 9 1/2- 10 I/i i' 1j2" 93, ....B 6 1/7, 13'- ,. (Tfp} 9 1/2" -13' 9 1/2" 0 t/2' 7 tj2' 13' 6 iJ2" 5.(80TIOM) T3` i/2" - T3`... 13" t3" 1w 13, _ to* t," e" 13- 8 1j2, _ (90RON7 13' ; S' f3" TO iJ2 FS' 7" -t3' 7' 7 tfT'5 i/2 13" _ 4 1/2' 6 (TOP) t3* 6" 13' 13" 13' 6 tj2". "W' 1j' 6 1/2' 9 if2' 6 9f2" 13' 5 1/2' 6 (TOP) 1/4' ,8' 1/4' 6 tW""^'j -' -i - 8 4f4* 6 Ti4. 6 ij4^ 6 _ SEE P.W 11 ICA ANCHORS TAPE It SPACRG FOR I VAUATRRb INTO WOOD 1IM E WXZN&-. MINIMUM ANCHOR SPAC M AND MINIMUM EDGE OWANM ASK. INdTATEO ON tiRR 6C>#:D XL FDA E.O. LEA bNN 0KRIDIY£D ON ScKEDU S REDUCE ANCNOR SPACING IN MUA,TDhYMG SlIhOm SHOW ON SCHEMILE BY THE F0400 0 PACTOM FOR TITS OPOWKIN TO BE POSSIBLE, REDOCI.D SAMCNG OwAm U6NO FACTOR S*M I. NOT K LESS PAN MINIMUM SPACAO 001GIm FOR EACH Nom TYRE ON THIS Sic"OuE ' TTPE •woo "We i/A.. Ile..:. - �, WOO" ANCHOR SM04 IN,:) 3 3 3 3 11J1' 2 In MUMMUM tDBE (ul:) 3 3 //2' 3' 3 J 4JY 3 s1ar4Ntt(e0,) aWK - 6 .. a xc+i" � 1j5' - 6TJ2 3 t/2' x ACRML mm won (£#!; FACTOR _ t ih_'.+ V - . I vfY' 9At. a4a fk3a a SPAONQS CX'!LY VN.IO WHEN E �9' USED. SEE T�.E ,#I FUR Au4X, AS:D', - MIS DE'SION WADS & MAT;, P1Wd. TH'S EN BRACER @N� IS USED. AAD. OEM LOAD MAXIMUM PANEL LF1am 40 PSF OR LESS V-8" > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-10".. A MAX. PANEL LENGrNS ARE OV VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O,C, __-ANCHORS (SEE SEMONS & ALTEFOUKTNLS ON SNFI`iJ. 73. 14, 15 MI6)--_..-._._.. 3 MAX, R-tA/11 R-2A/13, R-W14. R-18/133, R-28/13.:'R-38/1 3 R-)AW/15. R-2AW/T5, R-3AW/18, R-18101/15. R-26W/15. R-.3001/16. V 0 0 -0 0 I r; i I t i I { I i ?t f l 1 t II 44 pp I � i pp LJ'a t 4'41-20x '' S.S. emm AF t f USE FOR `P , { rtR PAN1�16TN r { I PANELLENGTH -6 OVER 7' _ t i I i ' .RF;UST3d PANEL REGULAR PANEL 'I a'-BO 440.0-40.0 9..r. P ' i OVERLAP PANEL LENGTH - MID . BOL n (w T 7'-6' a 4faR-Ba.a i I pU °E SAFETY PW .T. - PANEL BOL ol+ERtAW M� LFAH;iN I (W T) A A' USE Y-0" MOR, PANEL LENGTH i ; - AT ALL MOEl1'ITIM65 yy I 1 p(i r --=� AT A LAF - OYEtt rf I I - w i r 4 i i i _ y . } 7 ( s { 2( L NOT AT'S'TTlO _. iJCAriON a IFE r L 5AFE1'r - c1 • : PANEL BOTTOM CORNERS I`` O � �{ i i t D.M..3 L 1 _ ' _ -- OVERLAP - _. - of WIND NUT AT t_ NUT AT - ,,. ,NANO ' 3` MAX. LEFT PANEL"` RICIiT' RANEE 3 TAX, 1" R45TALEATIDNS ONLY VAUD FOR WIND 110IR-1RW/15, 1` MM. R-to/13, R-2A/13. R-SA/14. R-18/13. R 29/13 R-W/14, -1 MINI?sPEEc UP To 170 mP.n. R MAW/15. R-2AW/t5, R=3AW, R-20W/I5R 39W/16 - .._...,„-._._..._MENORS (SEE SI MONS M ALTERNATIVES ON SHEETS 13, 14, 15 6'i61-x,'... _p.,. . _.__..,, - T/4` MAX. DAP LSE SAFETY STOP PANEL tm YATt0N (t) SCALE 1/4'_I- REWLAR 21T87 "(1)REGULAR STORM PANEL(NN tA4FaAP T w4,L7E vN1L'I} STORM PANEL �=,Zl 1/4 MOLL. GAPS 0 t w......r-'. •s.,..-d` ^ 2 LIFE SAFETY PANEL FLORIDA BUILDING CODE Nan High Vebc NU ;cane Zone Sid` QRiDh r'4 s Inuo TL1tCOu 24 GAGE CALVAN)ZE0 STEEL STORY PANEL gy `v, zy LSj'� r GLOBAL PROTECTION PRODUCTS, LLC. Nw - I�TL II,��, $CTtt?N A —A A4W S.W. 61 STREET ,,�•�,/� y �O}.� A I AX OMw a, fie{, Wra,n 4WwtA A nF 17+aw, rL 33Tt4 20-175 SCALE 1/4*'mil' •s / r ��f' °'-' abet, nny m-15f6 Ie = (fmt D s- PHOM= (WIM1I-7.45, FIX (OU)M-OMIT 4 rA-a006N19 ,ncr 9Mww. AM mit-r fpr• r, OWFNKYG No. PL.'wY:JJSIWP•T41�%M,C W/L1M A TIN L. P.E. "T-fq '4 :SNCt} t2 M ib INZALLATIQPANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-a TAPCON pSi13��TMG POURED t/Cm TAPCON__�...... 'TINGBXYPOURED 1/4.0 TAPS',ON_.,._ STING FN7URi:17 1/$'a TAPOON „_ SnNG PONiEO ANCHOR O 9 OC " ' CONCRE OR ANGYIOp p 9' 6C� -i .. L`AlNCRE E BOR LOCK ANCMOR ffi 9' O:f � ... ANCHOR e 9 GC t` BLOCK T r' CONCRETE BLOCK J �' / CONCRETE YB.00K � ' COMPETE BWOit REOUIREO p .r REQUIRED, .:. cOLItRFA. REQUIRED. r � if2 I/4' �- •„�,'j 1/2" N1f4. !___ /"� T{2` ;/4• ' g%= 1/2' ' 1 f4• v. E O W E.6.4 i + r ^;/fig>t: ,r. i :.�✓-* ",•,✓ i 1 1 d"'. t 1 t kL i B rr 1' t' 1 M 1 Mtn. 6 II I 1 1 4 1 i 9 1 AR+BTXiM R--SEPARATION.-. f-CEP t i t }/ EX- 4. {• 4•IH. t : 4'4"2ati` 1 'il-2Da 1 S{M J { { a i PX G #I TO OtASS. TD u5s. 11 ri" • • SS. lfl v TI bClffi w / 1 BIB. , Ol.ASS "Y.S, 60.TS W iL +I T - 4A55 rl Al -,•". a EA N� u IARWJP NAE Ar fiA I MUSS . ! ' nwF4 x t 1 ( q U i 1 7 { `! t MAR. # I 1 II i LE14, 1 MAX I` 1 1 1 _: - IY PANEL LFJIOTH - - - P - - 'PANEL 1,ENCPN V PANEL LENOn1 K 1 1 PANEL I.E)1GTi/ 6 P' '1 5 r A N SEE t3.LYATIz) -, : HET 4O I SEE ELL'VATKM SEE ELEY TA B 1 (SEC 1 1 -T [F" 1A- J . ON SHEET 2 a i. 1 a I M 1 #} T ON SHEET 2 i ON S EET -2 } N Z} ) ) SHEET 0 $ Ir EPARATIS. r r It TO CLASS, I. 1 ,D CLASS. { 1I B r•• t { 1 h. 4 f w e`- 7 1 ... , x to ,- 2 9 IE(- Lf.. .e.»,� _ r.f r' r � Y L _.r { I r•J I t t e' 1 r"> i { LIZ 3 i . I. E.O.. ;.x01, �•r' N i st� O. E.D. E E 0 �.ry. 1 f r �• 1: I J s F e' E s /. i%- - 1 #. i /Y 1JY 1 4 a4h-gr- 3j4 Eqt .+.... �' �Ms. EG1 ' i 1 >✓ r _ � ' ac. r � _ +z � a.a y'Z.1 ! TAPmw r „yI/A*6 7APCON _..(fk'd xAPCOH 'r TAPCDN AAIONOR a 8" O.G.ANCHOR a 9' O.C: ANCHOR a 9' O,C, ANCHOR • R' D.C. .., 1. EXISTRdG POURED CONCRETE Oft EX15tING POUREo £ONCREIE. OR _ EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR ..-CONCRETE BLQCN REQIIRED, -CONCRETE BLOCK REWIRED, 'CONCRETE BLOCK.REWIRED. �dNCRETE BLOCK REWIRED. 0R,E� -PsEjmqN � 0 AM ANEL O REO SLO' ARPANELS 0 Ufj�NEL WAj MWINTIM WAi1_ �iQ�, lWas SCALE 3/6-1' AaIMn11NRN/NN, SCALE 3/8-1' SEE S716t15 t6 M f6 MR ANCHORS ANCHOR TYMt ,,YPE M SPAcNo FOR WALLAT7(LN> INTO AM FRW BURDMX.'S. MPSMUM ANCHOR SWAOA6S AND "IMUM Yn4nA8. No" wmm (M,) 3 *"ImommiMat C'sf4NMA LLa) wr,NMn R.ad Eula,M ebrA a 3 - TTNE OISTANCt ARE XtlD"no ON THIS SOfiEQUL _ FOR ED, LESS TI Ma 8A Wb ON SCNEWLE BOOM ANCHOR ¢�Y,dRiC BY NULTNLYING SPACING SHOWN OH SV*DULE BY NNE 1'OU101046 FACIPRS FOR THEs COVINFICIN TO Bt possralE REDUCED SPACING 08TAMOD USING FACTOR SKILL. NOT K LE45 TYWN-- AO11YL /tBE 9NO91�" i►rn) FA47oR 4 tjII` 4.36 A NNUM SPACING 1ADIC VIVO MR EACH ANc" TYPE ON THIS SoNrumn N N U) -� U O O O 0_ u C O Q O W � c C 0 = U— L+— p `rtv > .c W O CL F- -a .= VJ Q � �NSTALLATI4N R�9� FOB LIFE SAFETY PANEL INSTALWIQN "DEM1.5 FOR LIFE ,SAFETY PANEL T INTO POURED ONCRETE 08 CQNCREIEBLOCK STRMURES INTO WOOD STRUCTURES INTO W-00 MUCTURES 1/4.0 TAPCON ..w., NG 1'OUREO 1/4'f TA11C(XN ,tIST7NG PO:IJREp 'f l:.i 1,- ,. .._....,..,..., x :,., g ANC+tOR iI. B D,G _,;-$lYn0pG tiEAOER ',� '" _ , Wf10D MEAGER J t { W D MEAGER _ - I' .%:. Cow"m at= } CONCRETE SLOCK j •_ "FrEOilMtfitl _.. +. ^REGUIREO 'Y `:1{CU+RED r( _ I RERIIREO WOOD yFpDEa _ WOOD.: READER v f RZWa1E0, _ RL9131RE0.`i' `d („MfCwaFt7 ,. ✓ -�- + Tj4-e iAPODN t 1 Orr TAaCOEN , y 1.4'A 1 4'# TAPCON t' 2 3, 2r ,':' ,, T ANCHOR a 9* oc. O 9' q.c. // ,,. I uu ,,. ,> f ,.. 3 t_ "H, Y j t-ATICNQR 8 9° D.O. .� ;..• 1 :OR a 9" O.C., 1 4'a TAPOON S//4,4 TAPCON ;`('• � T,1 `� e e'A�+cFwH a B' at,, {1f4' :.....f"* pi :,I - t, �E� : r 1 9 _ B r •` 1 i - `-_T.!Dl - 1 3 1 1 i e' # V I 1 itJ 17 { Lit' y. QW s°.. , , :' j. �; i- 1/4` �t '1� vJ4• _ . , E •'�i^f' i r!' I+ MAX. - Y : __.. - - >:./<. -.`. `. I =, 11 MWC'; :- .,,.._ t ' i �` ----- - , t/2 1/;" 3i", ��` ' jij4' ! a� i, + l 'rs :✓� 4 � .G'..:., ... ' Man. `tt t. r Ba i ;.. / t I, ^ ?- ..- ✓ d ..,� r 1 i 1 , I M .: ; I Y . , MNs- ; y ' , ,:. M{n. Sq .. �x xr"? v'".v-' r � ....,:�,nfirrd,•. p >F,:i I t es: i rt, f f , �; I ; .._.. r tl 1 .....r ... c � < Man, 4 Cu GLASS, t)815ItMO...R GLA$S E.:, ... w '�/• .�` ..) .. ea 6 MA. _ .i t. Ar rA a:i• 1 4'Y-OR!^ � - m T..: _, SS bY.1Z W 1 t!J•!-i.x` a _ :.. L. , _ 85, 66US Y B 1 __ _ IJ4',-Ih1' g _t) s- fir__ �.,• r ,1-_= Ar FA o,ILA� EXlsn R y i i tDaIN am'r-4"N E7astMN--1,�p y � t36511� . t '#3, e61.t6 w ,, Aga �.e� CLASS S« 8 ,:. i 4a M 1 fl16Ttt,Lij„ .,� i. GRASS a .. ,.. - ..::::! _.. EXPa•T1 11 L a ! L' CHAT: a !k T } 'i rA Ass R " / i ua4m LEER r 4y raASS r 6AEhe ARti 1 (# j P " .. 1 IBM FAIR 7'_r) PANEL. L04TN '- ..^�,_ c_..,.�:::: A 6' PANEL TIOM 6 E , t.. R _ 1 { PAN€L.. LENGTH a I X - _ 4._- ANEL LENGTH 3 CLASS 6 t (SEE Lf (SEE UVIA7K)N " _.._ -- '-. _._ 0.-- AA„ - .a __._.,i 8 _ . _...._� 1.' Mml. a-.-_-.'/- --=1 i' ANX. a - p ON 3RyEEi t2,1 k -. .. _..-.___. _I ON SHEET 12) p r T 1 tkVNEI LENGTH R V f :i (SEE FLEVA7AN as PANEL. LENGTH R . - ._.-. _�. 4 (SEE EIEVATmN !i * ,.r .w ,._, ., MAX, TOE,,.„ ___>,,.,_,_ _«_,--1,1,.. -.- �u FAMEL LENGTH `` 1 ON SNEV 12) A.--..- :#--SEPARAIAN- 1 B i ..,,,� .,. 1 _. R _ . f. _ ._.e� - e (SEE ELEVARON a _.,.....q_._. _...s..__:.....3 yy a 7 (SEE 171.VA11ON I SEE WMAYION w-a _" ., . ,...... _ r ON SHEET 12) 11 3 ! PANEL LENGi! TO C,{A55. i +. _ .-.'.._._, .,,.-_.._ 1 ,ON SHEET 12) 6 4P N I ,-._j ON SHFii 12) a i rr-�==_ _ - _ ON SHEET 127 11 1 r ON SHEET 1TJ ^TINT "'""'=--7 ( a y,_,._ _I -9/'.. T.._ 4'/ a.. Y a 1 (SEE 6LEVATMIN a 1' M41 T' -- 8.._..._.SFPFRATXIN '-'n. T ! " SEPArMTiq+r _.. y It 1' Aim. , ._ y a TO CLASS. � R _'� � -. EJ9 - rr� e,,::. I - ire t a�.,..,. t ;,..{ ..... ' t' Mm. r t) ,J r,</, p.a✓' j" #• Yl C„ .�,. TO GLASS, 1 LJY E SERAFAAN-- q N I r. a I'+"-'•SEPAaAiWN-.. `� ry 1 u i #� -� 3 6i `t ,�°;� To cLAss: i - "..; TO GLASS, ; ti, ' III---sEPARAnoN-- jj � ', 1 E ( � ��-•��-ate, B I -•� i � 0 GLASS. EON4TM4 Pt161RED E O P x 1 1 [XISTiNG POUR? '�.� 1 .—.-t ,...,_f _ j l -•fi, i�S . I a { i_.,.. ! L!2 f a'• C Oa ,:r:,'::, 1._--. z. .r 4+. to lfi,. . a1s1 a. f,. CD fANGREIE OR la._. ,{_. ONCFiETE ,...:,r - 1 I - - - CONCRETE BLOOM ..r.,.. -.,.1 � CONNCRETE BLOCK � _ ,. ,. �..� H i ,•, "• .,"`` '°, - # ._....,_ i!."�'r' � .- 4 .....f1 qg r, ,i, { rs 1 trC RFOIXPED. 'sF a yr m I�! ' +. a 13'Li"r ac M. '' ,li f i I ED, � N � �Ej(0, , .. EO r- ^:_. yi FA , ,�_.. ,: „ems}; ! '15, Nu w•s -A ... � - 1 ' I _, ,. , ;•s W4ctsw ._-._..:_ c". • 1' t i. 2 ';.1 - .'' t _..l,.-...: ! ., .. -,`: ... ,. ; '� r .• .I : r : �y ,.. : 1�oc. Tf2 . 1 4V-emu 4• L, "h,.. . ..___.. A: ,,, rx woj4s r autE Wnlswyj�/p 4 RMWtAEO 1 i i I' • t] a!2' as. 2"x# Wtl00 :( 2ir4'cu t 4Y PANELMATE PLUS _ t/4`4 PANt1wtE 43,,4 _ ', .'.. _ .1/:44 TAPCON Yw.: i.�:. 1 t'I TAPCON ,= t: ;a' 1 i"W TAPCON 2'44' WOgQ + ti o ° 'PLATE lINCHOR a 31, O.C_ ANOMOR: a-.B` OF.- �. + " ( •'' :1 I R � t X. OR III 12 1/2' D.c. .R.31L613p SAE ANCHOR (BerGNol SE�aC.AI'lEl. - I '', '..... ;,. '.'.„. "' .: 1. 7 , s;.:, __icMOR 9° o,c. Pr.ATE , ,d :' ` ' ,. rzgLuaEp w ,I r �1 t 4 R TAPCONI i ,STAGGERED W/ MUD . , 4� '}AGCER£3f W/ SM '': i x REQUIRED j j ... + -Midi o 3' O.c: t . if4,o PANEI:MNT£ PLV3 _)/4,a PNNELHA$ PLUS LY,Ar�_M LNIINGS i t 1 2,Ar• Nroon L_ I r '.4" w 7 DR a 12 /a' D.D. o tT j D.C. SEESlEEl4 15 d 16 FOR ANCHORS 7TPt k 6PAUiNG' TOR ., 7+1A•1E ' '1, PLATE ,.' + # 'I AHCN T i p ANCHOR 12' nisau,v+'RaNS SCALE 3A INTO WOOD �, s -' R�A71RE0 _.'"` REWINEG « '" - MINIMUM ANCHOR SWNRS ALA MN4b12 MK OISTAa4"E ACE BNCKATFO ON Ties SCHELULE. FOR &1) LESS Twx 0000 ON SOMUUE AEG= ANCHOR 5PACRW 9i MHOUe•11fiA SPACING SHOWN MN SCYNFBLtE BY THE _ _ _ N TOLLOwRkG FACT71R6. FOR C U G IACXXN TO BE POSSIBLE - 4 ALTE ATIYE , - O g ,PA t.5 REDUCED SPACING 06FOR 1 USING FACTOR 10 B NOT BC M 1E55 THAN WAKIM WOONG INOKAT£O MR EACH ANCHOR IAtItt NHNL,FA PANELS IF SAFETY N>::1_ CAifliilT: Q. LFE Cd PANEL �1 H ,MN4INNNI W twt GN 1Hs sz Ev7 E. I( tiP A_ 1t(C%'+ay 1HN1 , mQumr +� ? A TtjCJ 'J4__a'__.. ,f4', •S5 'S T H M00 'LNar 5fAtE 3 B•• ✓ '. AilrJC11 TW4E ,. - a 'r.' •. ✓ >f 3/Bw1' A TI BoaLG 3/B>tt , / 1" LLI 1A✓ti3Xt': '.. N6.". ti�G£aT1yF'' x �R , rCl�,,E,,y �l`,.' �? ' s Mowm A low ww" 0".) t. 1i FLORIDA BUILDING CODE Non Nf h VWroc! NUFT'cons Tons - y1Q:• (HENS f ` FLORIDA BUILDING CODE Nan High Velocity MBrrreona Zone) _ 44167 1 FLORIDA BUtLi)fN6: CODE :Non High Velocity NMrrtooBs Zone) •NImsNMMar4 otta,N. Rn) J 3 x - - ice. .:: TYSED6. INM,. rr. :l1 , - * tvLrA,. AIG. .P. MnA#4N.a1 ,. Alt' : 9r s Pnr4n TLl£CC. YNG 24 CAGE GALVANIZED STEM, STORM PANEL rr. . s s ,k . - F Q h�R+N Na4 oAi s s,/2 E Oft" Wr s d4t6 s 2# GAGE GALVANIZED STEf4 5FDR1A PANEL twMa 9r ?$ 14 CAGE GAEYANIIED STEEL STORY PANEL xaMMN e« Ap11ML :.Ay STATE D ,s ,:.__._ : ,,,,�,.® r, INSTAS.LA'1EON ATt£ ONLY VALID FOR A:S.D. DESIGN 6LO3 -_ vAaIOR - , x #; * t -.wry 1. INSTALLATION ARE ONLY VALID FOR MAX. A,S,O. $'O •. STATE 01• .. Re�� Z y p PRESSURE RATINGS (P.s.T) AND PANEL LENGTHS AS P , �wi 4 LnfnINNW f caJ4fJ>oR6 f P - % •- -- PROTECTION PRtlpUCTS LLC DESIGN PRESSURE RATINGS [P.W,t} AND PANEL , (% R .s' t : ��WWW _: +Jr ° y ,c - CL?RiU f I1 L t O )Ile, x PER ELEVATION ON SHEET I& : WE O „, LL �As—;:Ww__ lees, GLOBAL PROTECTION PRODUCTS, LLC* w,1E D „ 0 - � ��E� �; a GLOBAL PROTECTION PRODUCTS. U.C. DM,� .__ _ ... ....... ___._.. _-_�.-:, 4 '" ,..+�.L ST * ,iF.,... LENGTHS AS. PER ELEVATION ON SHEET 12. a •.....,.♦. 1 •••••• +^£ - s AM " - O MR3`.. 4" S,W: 31 STRfiE tiA �' v- a r3w1 - No MOO B.TL SI SnEXT 2 -jT, A? 2, FOR NEW W000 :FRAME CL}NST'RUCrrON, wos)D 2 y *.r - 2, FOR NEW WOOD FRAMECONSTRUCTION- WOOD A ! 1nTNA +wv ..,.-. .. .,, ,...._.�.:..,_...- ., _....._. _., .__._.,. / ti .:''f' N4 :M.. 1,. 1mA W4MA 44R-A rn U . AtQR((T >,d�^Es As.. a»+44 DATE, n, 33314 Ar QNiii. Ce%ti+"t,G7 z • asv nw "+F Q +(• FAX: (w7m/••am 20 173 MEMBERS TO BE SOUTHERN PINE No 2. wf SPECIFIC r F _ e.- - 20-175 N > CFAs -s614#NONE: (I541S62•'7546. FAH: (HOMJ5I4^6797 N 4 m 1NNIR 33]N spMEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC NNMMMMa { w.,,tssa.FH_,FNo.r...:Pm1m-Isa, RNnNe(k6afem-a6w.rAu(mymN-em 20-T75 _- DENSITY OF 0.55 4R EQUAL C ' 4 a :r.• _ P.E 51�tATDRlMR`. G-6aa6]IR a+w s11rWa W vt rv,-a0097ia w.w 4m�rw m +IaA Yfss, ORM1N No: aMWaU734 .K DENSITY �' D.55 OR EQUAL. '"* Ater WNsxw. Aw ,axw AWWWtr .� a�nc Na JI 1i61K , NAtURW,A]AtE '4Ml.T£R A, P,E. a RP n.a x.. A1<SffiMLdSIOBNaTS At/CLIMB WAF3FA A TLtn Jr:, P.0 m fT-ts BNrEt SM � 16 NUM M i - YW,ix 1S or IT ,41 7 x Ifl[8/8 aP t4 /J/� SHEET NO. SH 1.41 m EZt%t8, EZI W/tB aRs ,(.:uECTJON kit & PLTEnkATRYE E24K ON S-YEET tar --`..:..,. *xsn NUT[ x)!.r1iNse, zO i rr,�s '{ rr!'PT,T LAST, PANELOTO BE dl+5'lAL«.E„3 AT EACH, OPEN EMI. SHACIL AL'NAYS 8E J ¢` 4 C ( a ii o o if ) 7 d '! i .,, 9 r r4Cn £aE0 Wf T EAf HANDL TO FACII.STAlt 1f95iA1 At3ON 7f IN EC Ei7 i Aa i i I 70 9E 1@iSTALl Cr„a f'FaM+ YNSittE U^R STRUCTURE- t3 �� 3 i,;pWdELl,7Cit , = r , E I_Y.,..3„W, .,p.,t __.-.- ;� r,..E.....,._._ ., _.r__,._ K r , i_..T._. r__:..s �, ..�.. (), r'i '7E "'fiES_1:�2: E-t HANG STORM �fiANEL.. S`YSTF1d ! (:NL°: PArsE6;} i d 6 (1NT£+ ffiaR PANED � tft+l'[�CYtUJ�C €h+JELi 3 '. [lNTiltdOR PANk.I) � � � f E'ND #rAriEL} �. � 4AFaf:: :; �''fJrS°s§ W. Gi PAKC�: + Gani TktJ.-,K5 ?Cl§' $ Sf!?T±1M. ;S?'E NOTES ?, 3, d s€ iIt 4 ti g? €. I f i4' t E i I5fE NrkTE:ls 2, i,T). £i<O PANELS. Salk, ALWA}",S 6E rIONNECTED to OOTT@'dtk ifrtCY,' 07Y€r;"RWISF A STOP tiPR t�7 SItNIi BE TIROVOE7<'J PIT TOP OF SUCH r ! € . t (3: tlf WihSFLa ARE C6ENfTED 4n, iQTTrhTRACK,. ;tpnECTita 1 i..s �52 'NV!HG T ..:.. I s➢iALf, OVVStab e 1fiz3 ;." F,i,S, X. B Pn3 € 01TiO aaxEi.S w/ r/+x-2a:s" ! P1GtT OR § f4'"stx3/d" horn, THUVuSCREW INTO DU`PE0 0GFTr d(( . s i t I °' qq i a tl I 8.5 afiLTS dv a rA. cA ttAt' TRACK uiCfii'tpN GF FA.S HERS MAY BE AT WHER Or TWO g S i i t I ¢. 3. is P $ I 4 (SEE 5f't'riGiP7:S AS APJ=t Y; .I EARI R FLAT ;rhNCEs Of EiOFAN L. jj , tl kk 1 I SOY ' 3r • 4 Pt A ' A' ± A T ra T k` N C 5 ill , _N PhNELS Nt'+ CONNECTED T7 €i : TT M � � E ;,I , .Y .-t,...i, 'fR.aCK (e. 6,. a"`t€JP ExaR IS SSPatY u`a'£t3 Al TOP) FY tf(5't tT'ici 1 § ( S i , 9'AN'IS SH+&AU elf CONNECTED TO E3t)1'IOM TRACK V$INC SPEti;"5. ,.... «y,_��w. 7,__` ..`T , .. 4„_,#,.' ,.y--s-• . ,' % INDICATED 04 NO°TE 45j ABOVE, IN. $Of. CASE, CONNECTION OF "dM1TAL L: LJ.a ,.L.i .J _I FANEiS 70 9F FiO: MA? OCCUR AT Aid' PANtL LOWION. ,RhiTE T x" urn. "}` 4RSTALIAITONS ON Y' VALID 50P NO !+•#t;"NC. SPEW UP 1'tI t7t1 +n.P.n. __--•- -,...,,-._..,...---ISOE SECTION a) & AL`,E"TR+F: Me 4N SPELr IS)— «t /tS TYPICAL ELEVATION FOR $ERIEZ 2QQQ E-Z HANG STORMPANEL 51=m M -I WN�VACXf) Tt SECTION . `.` ti 0.rtiXleplPYrJr SCALE^ 3f.3i".»a.w e° ({fi Ttq/j' v -EN .''.'++"k, FLORIDA BUILDING CODE (Hon High Velodtl fNrrltrrhe 2trnp). t _ 4416T fez@ mxx a, r P. 24 GASC GALVANIZED STEEL 3TORkl PANEL d». p -., y�M"' �4Ms /y� GLOBAL PROTECTION PROD CTS, lid. 1M� O G W M 4Nc SUXTE { S.H, „ 9Srar %T a CUPANT. LAN{. FS° -Wt. "*yfi 20-175 pe°. t34s#ezf-t4&a tm tsw4i us_rs:r.. spHpV�'+p3+k'AR-%3+5, FTR, i7.T4;&-6i e,»„ lvN€;'.waY. ,✓- rs ,.woo,.. .,+e r.:. x. Atu»lrt4t •" ,. 4aebx ASimur ar %'- ENDIII N CERINtG EXPRESS* PRODUCT EVALUATION 64EPORT September 15,2020 Application Number. IjA9 t - R2 roiacI Numha r EX P 20.31543 Product Manufacturer All American Shrifters and Glass Miloufed Ular Address 11W Donna Robot !Nest Palm Beach, FL 33409 Product Name esorl on; 2 afva "z S art to Pa ais D pb 4ga G ru ad t S rm n Large lviisaila Impact #Resistant Scope of Evaluation: TTis F°rbdUcvaluebo n Raporli5 being Issued In acopnianCa with the Taqulremants of the Florida a Department of Business and Professional R"Lifi non ij lkufda Buildng Conrmissiam, Rule Chapter 61 G20-3,V05. F,A.C., for statewide acceptance per Method I (d), The product now above has been tested andlor evaluated as summarized herein to show compliance with the Florida Building Cade Seventh Edition (200) and ls, for the purpose Intended, at least equivalent to that required by the Code_ R"Valuahmn of this product shelf be required folloWing pardnent Florida Building code modificallotm or revisions, Substantoating Data R L111iG I.UATIpN M £VA V0CU £ P 0 T tdT`S EX drawing #k 6_31543 dtted -24ga Gayranized Steel Storm, Panels OMVHZ & Nun-IH HZ)", sheets 9-5. prepared by Engineering Express, signed t, sealed by Frank Beanardo^ PE, is an integral part of this Evaluation Read . 7£ST REPORTS' Uniform slsk structural performance has been tested in accordance WIT TAS 202 test standards pat test ra AIHT-ABG-17-OOt MackwaterTestl too por#(s} rip' Testing, Lisirge missile im act resistance and e e : loading arto rranca s been tester! in accordance with TAS a Gc o t ha 2011 and TAS 203 taststandards par *at reportta) T-ASG47-001 by Blackwater Testing, Inc. a 8TRli�CiipRAl.ENt`a1h1E£}ttNG-CiALC1it"A"TI2NS structural engineering catoulatloris have been prepared which evaluate the product based on comparative andlor rabanat analysis fit quatiry the following design crateflw 1. Maximum Allowable Spans 2 Minimum Allowable Soon% 3. i4liaim om Glass Separation 4, :Anchor Spacing 16D,SW 1211, XVENae SUITE 106, DCizRf LEL6 ,SEACH, FLOITMA 33442 (954) 354-0660 1..(S615) 396-9999 TEAr4>ENGLNEERfAiGEMf RES'g.C9M Er4GfN�.ERYNGI•;t➢ifEraS,CtlF} r bK Y ive r_ 7, , .-At t,l 4 I - If �s T -1- rnEYP fff ✓E.µ T`t 4 �P N fi l nfr ^ A k nLr�rt11�r= 9�1u�4ur @u@rmH-- cFMnu %dhL- Irri T;=s nsYN' Aa6 N Trrr �.. H ct=1.'.Lh pq hRlf',X.. N Y nR{Tk I, _v, t.Tane.. �'e'I,xPt.KfJ1H&Ha MZAIJdf hF(.T fitfa ENGINEERING t3at,�(' y (2t1y All Am ErSbuticriIand Glass _24 a Galvanized Steel Storm Panel s No 3316 increase in allowable stress has been used inthe design of this product. Separation from glazing Is not requiredfor litsial§attons;outside of who zone 4 and essential facilities. Impala lusistance, Large Impact Resistance lies been demonstrated ae evidenced In previously listed test repo rs), and is accounted fat In he engineeringdesi n f this product. tra - g Win OF L oa d Resis tan c e This product been ea ed t resist win Ideas Indicated In ha n h e s bra d a u d sad as ed the rood dW s o tEt pr � p a( ) respective Product Evaluation Document (i'.a engineering diawing), installation This product'shall be installed In strict compliance with its respective Product Evaluation Documrant (i,e; anpinaedngdmerfng), along with all components noted therein, Product components shalt be of the material specified In that product's Tespecitve ProductEvaivatiutl Document (i.e. engineering drawing). Limltations & Conditions of Use. Use af this product shall be in strict accordance with the respective Product Evaluation Document (i:e. anitneefing dtawhHg7 as noted herein, All supporting hest structures shall be designed to resist aU superimposed loads and shall be are material Noted in this product's respective anchor schedule, Host structure conditions which are not accounted for in this praduct's respective anchorschedule shall be designed for an a site-specii ; basis by a:registeied professional engineer, All components which are permanently Yrnsta!led shallContamination.be a not corrosion, and other such damage at ailpmas, This product has been dasigned for use within and outside the HYghValocity Hurricane cane Zone .{PIVH2), Rcspo@ul3dly. kY- 'w4e _44 b Frank $ennardo, iT ENGINEERING&PRESS'p 4PFD046549 I Cert Adult 9385 16D SIN 12+" AVEHAH5 SUITE 106, DEERFTELn:BEgCH, FL!}RIOA 33442 (954) 354-0660 1 (866) 396-9999 TEAM�DENGlN6f RINGExPREss.:CbRi 5f4cYNEElsINGEXPiIEaS.C.QH .Ef Ll w�� r N F u•Lw: rx4 +ir - f` I N-iIY-p" U`- f^r. rr. s.rr,. 3JJL* � cawv.ry c !: -'.. fS Vlrr U11 LI F'L Ili' >'rl YlALL iIDHHT'S C t6N y.yr FP:IR f ` 1• w L5 rift+ Z h y 3F tiJ} id AdE C✓C = 4 P ¢. LU d J k s m Y a 511,111 Fli _ Ogg ` R ' IXIMR44RF 4E:tUWN� 20-35543 Pial6( t�tH4TTkM cioso 5t 0-7NLOf 1 INTO POUkVQ CONCRETEr :'Im" BLOCK AND WOOD STRUCTURES tOtl&iktdG D ? _ -.' _"4`tl TAF _ BLOCK �. 42» � §% ; ,1` Hex Hemp TEtC: eDOO €I ">c•'""s.,`: '*^" 4W Heir HffAD TEH _01, �.�• i ; SCftV 48111, FiiAtz ECaE or _. ADS _ .. E f a , . y r� (H. a5 4x ,tY E �7 S.a. Ba&191n. § 1 i ;#tfd"aC�., � '§''• E# UJi� 10 OLASS, 4 § POP GNS " �10 �LR4'S„ ' H "� UN 'POP' Y PANEL LENGTH 4 11*4 WAX,e FANA LENGTFI. AP ;A. a , § It>•sE'iJ4T{ i ll- H` aar1 ,a...3l4ro-2ova. a TO 1 It SEPARA^' 7r UA9 % G[ASs E it =$ MASS, o aF OF CI#7 1 7 .... .. tt14`# TAPCON ANCHOR 1�r4 F TARCFttt:.. zv' 2i#' 4Ya'k?a {SmNG POURED ANCHOR B 12` O C f. , """t W}Ca€TE OR °" ' S BLOCK aEgUIaEO wwmw, i}UACYIiV>(a SCALE /B f" SCALE 3/8-1" �bySaat§�tHtT� i7¢Y�>t;P lialoany �0��. FLORtl7it 0UILOINo COPED 14an 141 h Hurrteone zone) NStTE& MIN. PANEL LEWITT ' � D. qdt � ex 24 SAGE 49YANIZED STEEL. STORM PANEL r.P. L INSTALLATION ARE ONLY VALID FOR HAT:. A,S.D, DESIGN SMALL BE ,Z`-6" cauRr �r<. PRESSURE RAW, +/-'..40,O pi,sJf AND W-O" MO �a SuTE . --�^>..�.......,...,,..�:....�,..�..._.,._.... PANEL LENGTH. ;,' ,, ---,_---' L E 4�i 0 1► -_\ GL L PROTEeTION PRODUCTS, LLC, C�R1Q •4m sa �+ Z FOR NEW WOOD FRAME COAISTRUCTIONi WOOD � a s Na A Y :,..,•.'•' 4k4a, rGU(.t%,.sS%t4 2Lt-t7.5 MEMBERS TSI.&E SfJti'!"HEftN PINE No 2, w,f SPECIFIC DENS" OF CC 5 OR COU,Ak,. 'Si c�'I `ax; +"«.. S»am- "w , nn,,sFz a FFs*. as+a ioz (�k9 4a�' ra +mPRn14 os 3Jt{AlAtd$ _ f.ttiygT,J@rsii Cl•Gar@TFO aw, ar .n iad:HFn x Tian .4r,. PS a rz:.traftrwm ab PX to ALL AM RICAV SHI�T"ERS AND _LASS ��a GALVANIZED STEEL STORM PANELS HVNZ 8N NHVH7-' VERTICAL MOUNT ELEVATION NOTCHED PANELS -- 1 N T,3; ELEVBTiQN - ALLOWABLE PANEL SPAN & GLASS SEPARATION EPATLN SCHEDULE: 24 GA PAN@a UGE g---„--•--„r,,,.. .,....,_.._-,,,....mow_. 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