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Home My WebLink About36477 Well Hill WayABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV orAbv. Above FLR or Flr. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. 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 Galv. 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 SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet 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 Clg. 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 K/Wall 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 UNO 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 MIN or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NITS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or 0. E. Owner's Entry VTR or VTE Vent through Roof / 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 Proofing) 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. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.0 NEW BASE PLAN 06/25/12 2.0 GRADE BEAM FOUNDATION 08/11/15 3.0 2015 NEW CODE UPDATE 03/06/18 4.0 FBC 2017 CODE UPDATES UPDATES REVISED SGD, LANAI & WI 06/01 / 18 4.1 A T r— A 06/07/18 4.2 REVISED DINING WINDOW TO 35—SH 12/19/20 5.0 FBC 2020 CODE UPDATE 1EE NNAR� 1763 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 builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N c.a � o _. _.._ O W C-7 N C Li d N cc d i to -p N t 61 C G > � V 3 �•.� s cl-i 3 R es as m � CV c a "� .0 = m Cc � E � j U �o c --aa co . i 1 I a . �61 w � � 00 ", C() 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 o a o m p1d — V � 00 to N 1 (n �0� `. g ('N') 0 z # LL Q1 V S LL Q LL SZ m wa Z _ w Z m c a' V _ L 0C _ � o W in��O' M 6] LL W_ J th Z Q 04 Z OU L) U) js W ❑ ❑ Z N (h O O O z z o Q E3 .9� N52 v _ a--+ cn LU V 0 LLI o N c �tn � y L U J E Q N I� o � Z z J o, g E E O y Wz ao oa cu 00 o� 0<0 o �Z Qo m J "m a 'Z 3z 0Z 0� Z o T } �� az y W m d& _~ o is yo Zi< o 3 c 0 g T �L �L J Om m `m L T Q �� vJ 0 N — ; Or N r` O L() r Q � L r m 3 cn LO o Z Z E r Cn `m c CU o O a) JOB NO: 23-06113 SCALE : AS NOTED SHEET NO. C S c a T C L Y ll 2 2 J 2 7 I V J Y 2 3 S 7 2 2 J J I t 2 a `s D J 21 U U L 7 v 3 5 L J u U 7 7 0 M 0. BATH BATHROOM VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES I I / 24" 24" TOWEL BAR w ON WALL ABOVE TOILET > /MEDICINE i CABINET ¢ TOILET Ir PAPER I HOLDER �- bo rCLI CL, cm 26 - dZz , C'21111 W C) ) i�'3: Cl1% 15 -F, (,, �2 M W < W oz6jm< - IL ) QCz LLJ CO CMO ) 00 E z zo. X zo 0 0. BATH TEMP OBSC 0 0 00 KITCHEN 0 M 0 CV 0 FO NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL SHWR. SHWR. CURTAIN HEAD ROD TOWEL BAR IN � TUB OR SHWR, ¢ W a SHWR. o = C7 VALVES 00 Lu O SOAP -' CID J o DISH in o O b Ov TUB BATHROOMS, SHOWERS AND TUBS VARIES PER 41 FLR. PLAN TYPICAL HEADER HGT. 4 M KITCHEN 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER C CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O FINISHED CABINETS O COUNTER TOP 30" H BASE b CABINETS o 00 Lt. N n W I!o00 in a 1'-2" O 2x M -7 -iCo FRAMING o 0 1/2" GYP IN V <V ? BOARD FIN. FLR. FIN. FLR. x P.T. CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING DOUBLE RODS SINGLE ROD 1 1 12" FOR PANTRY 25'-0" 1'-4"X1'-4" "L" SHAPE CMU COLUMN LANAI 8'-8" FLAT CLG. A.F.F. 1 0 9'-8" 10'-4" 5'-0" 0 I I J TYP. @ AC PAD CD I I O I 1 S6 2-STORY HB I 6068 SGD I 35 SH ALT I AC PAD I r� -- BR FST - - 8'- - " FLAT -CLG. - cN TII-E ' � DINING - ' 8'-8" FLAT CLG. r CARPET -� I" -- - - - N • 7BrF-- J I S6 co - ( �I TYP. @ M N 3'-0' 6 6' - 1 0 11 1 00 - 2-STORY _. I z -1'I n ; 11" - GREAT RM O I O I Q 3_ 7 0 8'-8" FLAT CLG. CARPET -- Z - - r KIT. I - - M 1 $' 8" FLAT � CLG. I 1 _ TILE M�15 PLUMBING LINE -}- k0 ---3 0 1 „ I 8'-4" 2'-4" 4'-4" o TO SECOND FLOOR I ALL --j j M (3) 2x4 #2 SPF 1/2 WALL A O � STUDS W/ (3) OR RAILING to 16d NAILS AT PER SPECS `V ■ O _ - - BASE FLOOR G.T. - III I 1 I I I - I IV T_ UP tP I I 1 1 1 15 1 2 1 1 1 III I I I I l i II I f 1 8 6 I I OPENFILE I I I' T1J ABV.Q6' lU) 116 SHEAR WALL ��B E ,� GE00RSLAB 2 STiJDWSPF ii: YOND WALLHTT16 gUSP @ A -4" 4'-5" T-3' 7�/0' _ z BUILDER TO PROVIDE Q F0 i E Q p APPLIANCE PROTECTION S4 C 8'-8" FLAT CLG. - w UO ? WHEN REQUIRED PER FBC S3 TILE -' m == H1 p z O W/ USP L TA18 STRAPS ■ ■ ■ 1 -- a (CENTERED) EACH SIDE OF -- - -- J U Q WALL TO FLOOR TRUSS oo D O S6 U ABOVE 16" O.C. - o I I TYP.@ M I I N 2-STORY ■ w GARAGE = W m ,� I I W 8'-8" FLAT CLG. A.F.F. Z 00 W - co N "C/,' I I ENTRY ' ' Oo 80 I- � _J 0Qw 8'-8" FLAT CLG I I I I z�E: AFF I 0 A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II S3 I I TYP. @ I I - q SINGLE ■ I FLOOR G.T. I 7- - - - - - - - STORY - - - - - - • -------- j 8"x16" CMU COLUMN j - N I W/ 6"x12" ABO 1 E I I 12°x12" CMU w/ (4) K INTERGRATED I INTO I - #5 VERTICAL 0 HB I S4 WALL W/ (2) #5 I - `� 9 VERTICAL 1 GARAGE I - ■ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ■ �" ■ V-4" 16070 OVERHEAD DOOR O ° V-4" V L 4'-8" U . OPENING PRESSURES ENCLOSED - EXPOSURE "C" DA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20X38a 18�X374 S.H. 14 20X50g 182X50 S.H. 15 20X63 182X622 S.H. 16 20 X 72 18 2 X 711 S.H. 1 H2 27 114 X 26 26 X 25 2 S.H. 1H3 271/4X38g 26x374 S.H. 1 H4 27 y X 50 s 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 1 H6 2714 X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 X 25 1/2 S.H. 23 37 4 X 38 $ 36 2 X 37 3/4 S.H. 24 374X50$ 362X50 S.H. 25 37 4 X 63 36 2 X 62 1/2 S.H. 26 37 4 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 z WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 $ 52 2 X 37' S.H. 34 54X50� 52gX50 S.H. 35 54 X 63 521 X 621 S.H. 36 54 X 72 52 2 X 71 2 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/ 112" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Fallow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS V FIRST FLOOR PLAN -A SCALE: X"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be u 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. s water heatersare installed. Water heaters shall be Where ga 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. I 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 LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) cra �v _ce a SIN �IN CONT. HANDRAIL RETURN TO_ % WALL DETAIL.� jSCALE: N F.11 3/4" PLYWOOD DECKING -, T FLOOR SYSTEM O r 00 STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 16 15 36" H. CONT. 14\` GRASPABLE 13 o RAILING ` CY I � I 12 ` � I 11 10" ` I 1x TREAD 10 LO T (TYP.) 9 i oho STORAGE UNDER 7 STAIRS 6 \ 2x FRAMED 5 WALL- I 1x RISERS 71 (TYP.) 3 2 21A FRAMED (3) 2x12 WALL STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 161111o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMINC (2) 2x HDR. REQ'D @ EN[ LANDING FOI STRINGERS - CONNECT TC SCALE: 1/2" = V-0" 0 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 1 TYP. @ D2 CORNERS =04) T 0 42" KNEE I D2 WALL WITH SIM. W/ (1) MSTAM36 1 x8 CAP & STRAPS @ CASING M BASE TUB/ SHWR TILE TO 7' 1 x8 CAP & A.F.F. CASING 0 v H1 N 6 D2 O DRYER VENT THRU SIDE WALL- ) J HANSON BOX @ 36" A.F.F.- r WIRE SHELF @ +54" A.F.F.- J S6 TYP. U.N.O. 4�� SIM. W/ (1) MSTAM36 STRAPS @ BASE S ou A 30.. SHOWER FIBERGLASS e e 111=0- a °' AT9,-o,, FLAT 714�9 TECH CENTER j 5068 BF D. LAU N 8'-�0" FLAT CL( TILE 13'-11" T-1( W.I L -11 00 CD 9'-52" N 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 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 15132" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - OWNER'S SUITE 8'-0" FLAT CLG. CARPET G.T. 15'-8'- r BEDROOM 4 D 8'-0" FLAT CLG. CARPET 1/2 WALL OR RAILING PER SPECS 2668 1 V-A" 25'-0" 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/ 112" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS SIM. W/ (1) MSTAM36 STRAPS @ BASE J S6 TYP. U.N.O. i.O N SIM. W/ (1) MSTAM36 STRAPS @ BASE OPENING PRESSURES ENCLOSED - EXPOSURE "C" O +29.7 ! -32.2 © +29.7 / -39.7 +28.3 / -30.8 CD +28.3 / -37.0 OE +26.6 / -29.1 FO +26.6 / -33.5 GC� SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 I X 25 21 S.H. 13 20X383 182X374 S.H. 14 20X501 182X50 S.H. 15 20 X 63 18 1 X 621 S.H. 16 20 X 72 18 2 X 71 2' S.H. 1H2 271/4X26 26X252' S.H. 1H3 271/4X388 26x373 S.H. 1 H4 27 a X 50 a 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 1116 27 a X 72 26 X 71 1/2 S.H. 22 37 a X 26 36 2 X 25 1/2 S.H. 23 37 a X 38 s 361 X 37 3/4 S.H. 24 37 d X 50 g 36 Z X 50 S.H. 25 37 a X 63 36 2 X 62 1/2 S.H. 26 37 a X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 a 52 2 X 37 i4 S.H. 34 54 X 501 52 2 X 50 S.H. 35 54 X 63 52 21 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S. H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 Y2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 1114 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. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd, or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. 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 LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN -A SCALE: Y4"=1'-0" C C3 s co c.; M N cc. a Cn D N N Oca Q ram+ C'V Y W �W s E c d�ag _Q 3: cc dd� ctsCJ m c C= �ac•m A c 1= t �iBfcl°r°r�$ ```�',.oti To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E ksk W Q M 8 O N m c, J � 0 Y 7 in � C.00 N rn H �r:R w a a Z13 a a rNi w c�� Y rs ? Z LJ co Cl) z _ 6 p o vs'. E m v O XS, o K Rk ,t W P' o 'm c� co m J o U) ¢ Z W 1 ..' Z LL d � o w M Z U Co H N ,n Q 00 ❑❑❑ Z W o o z z � � Q - U) z �N CD o LL Vi W � - � 0 Cn wo C�f V) W J E S s U o N OD Yp N • 01 ti a w M M J o Z g U- 0 E =o oo Q� Q O E V zp oa C',¢ o ECO � w r `� ao ao wZ o Qom <W �co � C O Y o° Z ccm J F Qw r Im Iz z son C-) T M o �� 50 az N W w M v oIQ " ti o3 -17 �C:) > Ln J 0 d' c ` ns 0 Ln Lo T- LO Q T-- co T- � U) 2 in 3:N - -__ Ln 0 O M M n N L0 T < T m T M CYi o co = N Ln z z E r i° d U Q p JOB NO : 23-06113 SCALE : AS NOTED SHEET NO. 1.2 -----t-f-r- -i ---- f- r - 9 HEEL HGT. T.O.P. ME FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 2ND 4.01 12 5.01 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS T.O.M. _ ---- ----------------------------- HDR. ---- —-------------------------------- — — — — MF=7DaM=O��TEXTURED � � D � � � � SCORED CE IOUS _ STUCCO FINISHISH ON ON `r CMU (TYP)1:717-1T N 1:71 = El El El.— 3068 FRONT ELEVATION — A SCALE: 1/4" = 1'-0" 12 5.01 CJ 9'-0" RIDGE VENT 25-SH CJ -------�_t — — — — — — — ------------------------------- ---- — — ------------------------------- IN FLR Tnnn - — ----------------------------------------------------- WEEP — — — — — — — — — ---------------------------- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 12 14.0 RIGHT ELEVATION — A SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. r covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063, Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved (lashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 n• (�$ W CM aC o v — cc C 7N � m to N CN /C d + CV �39 C 3 cc � 2 = . U d ,® [�00 �g 0. 4's' o •.,v• •a••��, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. �M „) N 4Yq N N 0)o u� i ® .w�. W a)N W �o? 'J Q �J� LL W LL a Z J -o L Y I r�o �. N O o Y 5 `�r�2 k W o� rn rn m J ; ILW 0 M Z Q gN Z OU Of o F M � N O o � N � o � N �-1 v � _o 4-1 C 0 u, C N �N U) c- LJ ,y J E i � I C) N � ¢� 481 r � W MN M O Q � U_ CIS' CIS'0 p E U o wz Q ze Ina: cu wix Qo o E o oa do o< Xz _� f° wo �W co @ �c az < 0Uz mo o� m (U J Z <Z � oQ z go W 65 m w E 12 o W =K QZ6� ' H o ;o `r � a ° ZI< 3 .y p J LO rn m c� LID r LO r tB r CL (n 0 N m _ LO I� O LO C14 r ,u/�) — I M LO 0 Z t6 Z 7 E r V7 c a o U a ai Q 0 c _J JOB NO: 23-06113 SCALE : AS NOTED SHEET NO. 2.1 1 I -111 n I :1G-11--G r 12 FIBEREGLASS SHINLGE INSTALLED 5.01 AS PER MANUFACTURER — SPECIFICATIONS ..`_ r_ 12 FIBEREGLASS SHINLGE INSTALLED 5.01 AS PER MANUFACTURER SPECIFICATIONS 12 4.01— 'OFF RIDGE VENT ----------- ------ •- rPLASTER ON • . ME 12 35-SH 1_1-------------------------- L_J_ 6068 SGD TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) REAR ELEVATION - A SCALE: 1/4" = V-0" 9'-0" RIDGE VENT FLASHING 12 ------------------------- CJ----------CJ r I 11—�4.0 CJ --_— CJ/WEEP T n nn —1---------------------------------------------------- t.......................................... I---F TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION - A SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. txtenor Lovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 e•� J� c� >w C2 o a� V) M co x V) O J Q CV E s 3 co m d a) a a a) � T N C- � E � u r , �e�i�llltltl6tfU1/�l/jo P, 0 Wtv \� Q" CJE• _ Q •� i-o ,1J In 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H o O N 0 / ��co tn rn M0 2 2SS$ ` J_1 5 W LL LL 55 d t9 ..; Z W m c n rma� W Z U)2 rn . m o � N Z Q � Z N O U O ,f W ._�.. ❑ ❑ Z N M O � o z � � — I �-1 Q1 0 0 ' T ll- 00 L 0 to w g N WM v W q I, Is z V O N • L ) 0 J W � M J z z Z g o E U oLL z <a z� o a Co Fes- (Q oE o no. � 0,0 o 0< CO L < z p W Z M < p < .0 m <<w C C3 o< oLL go az W a � m <o Ntw- o ¢ yo willa V' zk 'U iS �� 0 > Ln 0 °) rn m m (D LO CID r L0 Q r Cr Y T U) N'^ I— }+ co= L J M C11) 04 -� N LO r Q i0 T m E w � LO M o z E r N ro a Eco 0 � ¢ o c °_J JOB NO : 23-06113 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above 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. & 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET h SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ❑0 HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS E TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) De PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 3 \ #14 to lights &outlets NEMA 1 10 #12 to appliances and GPI --- -i__ 150 AMP/ 200 AMP 10 #10 to WH } 00 #8 to Range 10 #6 to H VAC MAGI N 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.---_ INTERSYSTEM BONDING TERMINATION PER '150=2/0 200=4/0 in 2" Conduit 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS— GFII a--,, DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS — ■---- LANAI ---- I I I I I AC PAD CFI GFI DISC. I ❑� • • • • • • I DINING 5'-0" LIGHT AS PER SPECS PENDANT - LIGHT PER - _ SPECS GREAT RM �-- -�. I GFIII 2 U.C. OUTLET ROUGH -IN [r 3; . ao FOR OPT. 4 Y I (/T J FAN/LIGHT o �z- 1IGF I 1� I I SWITCH FOR OPT. CLG. FAN/ DISPOSAL `LIGHT PRE -WIRE II XXM N 1°-10 / 1 a t 3 - �H ItJJ M _ F-7 — -- — W T L HS I I 7 C.) 1 HIAB II �� GFI @ 44" �/ � - - W.H. / I A.F.F. w Z I I 11 Qp � J 1 OCU=� Zw I >0co -- Da I -- -- U Q / cr GARAGE - t U LIGHT AS w PER SPECS > w GARAG E GARAGE � / DOOR GFI - — — — — — — — — — — — — — — — — — — — — — — ir� I I I IRRIGATION GFI I I a � @ 44" A.F.F. I 1 I I I I I I I I � I ------------------------------ COACH LIGHTS \ OR PREWIRE AS \ PER SPECS i U.C. OUTLET SWITCH FOR DISPOSAL SPEC 3 & 4 KITCHEN SCALE: %4"=V-0" ------------------I I I I I I I I I I I I I I I I I I I I I _BATH I 1 OPT. CLG. FAN LIGHT PRE -WIRE / BEDROOM 3 OWNER'S SUITE / /% \ / OPT. CLG. FAN/ / LIGHT PRE -WIRE I I I I I I I I I I I I I I I I I L-------------------------------------J n VTR 3" VTR ICI, III, I �I I I I I I I I I r� 3" VTR III_ I � I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN SCALE:'/4'=V-0" CV C= ego kl> s o W j a ca C7 � --a�x �® N O tL _ 3 � d � tCD u =� ci a� w en �E. Q 2Ca- p M N 0 N M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. g W 1 F- v E o o po 0o N U N @ N m # v a � 9 j o .2—co U J ) C In� It N 7 .d CnNow- LL LU b/ s a a LL a Z J z 13 < N m O ;I W 7@ (O J Q rn J z ' Z LL (o W d L0 Cl) U CO m: N Q 01 OE3O fJl z N M 0 0 Z N Q o Q a N� z a--+ W CD CD `o � LL LLJ � U 0, N 0 �N s U) (J J £ _ _ 8 �.... �® U o m c U) Y < o cfl M O w z Q �o >� ZN ze ® E V o� z oa H �o Uo o E o 0 r � co as i z Qo a z cf� t6 c ¢o Z Y�z wg .0 �? C o Z m J m a� aw 1Z o< go rn w 2i a nw W co�� gz J =� �5 J o My wa oa Yo ° 3 p J '� O 6 rn @ 0 L_ Ln CID r :3Ln L0 Cr Q U) CO N — u L 4l `i (0 N 0) O I.n T � N r T 4i w M M o ca 7 (A LO z Z E r N cu U -0p a � JOB NO: 23-06113 SCALE : AS NOTED SHEET NO. 3 -- 6 ITTi 7 i h. I k 11 1 I J ) A ) ZONE-2 ATTIC SPA 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ovented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (f (See Elev S ) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN -A SCALE: %4"=1'-0" a+� N 0 LU C1 a r— O C CO V N C LJ- N - = Ca C= i N -< .= tV = C7 N lfl 3r Cl) W Y CU C L C V R � N N A cE O m. f fa� J� Ilia u yY zoo P� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. I M U 0 O O OO cc: N_ �N =tir-- k Q C J 5 W co uj s, �fi Z cO J N Cn Z Q Z Q rr O O U < 0 CD 1.,,.. s. `� q m z N C7 O 00 O Q V) — N M a �r `o LL 4 llJ v W r� 0 VI W o 0yo R tlNL fL5 +J W J O �I'il iilfl�l� y 9 L/ O N � c1) Y N 0 � CA M p W Q I,i_ Q Q E Ucc z o g 0 O F wz > ro z< Z Pa a E a Qa O o° °a wz cn c O m N J a❑ �S= OU g no o� Z, aw Fnz L6 T p 0 Q zo z _ W S m p aw - 51 o JW wF �F �o 5 o O J > Ln O ui rn m `m c9 Ln co Ln T L �1 Q fT T co T U O 0 N m _ Ln M 75 3: co CD QC'4 L0 r r M A' '^ � u , CM 6 L0 o Z Z E T E c co a. U -j Q p -i JOB NO: 23-06113 SCALE : AS NOTED SHEET NO. 4 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN --� w z co CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" #5 CONTINUOUS - - REINF. SEE FND. FOR :,", QUANTITY ♦ '%'i" r #5 X 25" X 25" CORNER ♦ ♦ ♦ 3? BAR ONE FOR EA. p v ,p Tp� sg_ HORIZ. REBAR, TYP. U. N. 0. k♦ el p: —Alternate: '�"�� '� '♦ The reinf, bars shall be cont. around corner by cold ♦aS p♦I ♦�:, v,:, voI bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 10 O - PLUMBING LINE TO SECOND FLOOR 0 00 80 ! Cl) 0 NIA I O Z I— 0 rn 0 0 rLL 9 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. J TYP. @ 2 STORY A S3 TYP. @ SINGLE STORY O cM I I I I I I I I • I _ I t I I I Ir 25'-0" 10'-01, 13'-4" 1'-4" , T-4" / W/ (3) #5 s E.W.01 ---- ----- 27. I I 2'-0" 11'-4" 6'-8" -4"I T-10„ 11 51-2" 11 14'-8" 1'-4" 1 4„ I M �AC PAD I I ALT ---------------- —— — — — — — — — — — — — — — — — — — — 11 AC PAD I I I f PROVIDE 1-1/2" RECESS J y l 11 `! I I F R SG DOOR. REFER ST STORY HVAC CHASE �'1 L--- 1 1 S6 T MASON'S SCOPE I BASED ON �1 ■ LOCATION F R WIDTH 11 I II 1 0 o INDICATES FILLED CELL I I I M I W/3000 PSI CONC. GROUT I I 1 r r FROM FTR. TO BEAM W/ 1#5 C.J. _ _ REBAR_VERT. ABOVE SLAB. I i TYPICAL @ ALL PLACES — I I I SHOWN HOOKED FTG. I _ DOWELS 17" EMBEDMENT -- W/ 25" EXT. ABOVE SLAB I j "' "GRADE 40 STEEL' I I III I 1 1 I -1 I 1I a III I I I • o 0 II II II II 1 Y II I II uO 11 II I IN- I ICI 3Y2" MIN. 3000 PSI CONC. S4111`NB I 00 I I FOR HERNANDO COUNTY ONLY I GO M M I I I 3y" MIN. 2500 PSI CONC. q(AB OVER I Li 6 MIL VISQUEEN VAPOR Q##RRIER I C.J. _ — 1 5-3"15'-4" II I • 11 _— _— 7 0'-0" ELEV. I I i b ----------J FIN CONC. SLAB(/I M • o I II I 113'-0"x3'-0"x1'-01' 10'-71/2" _ 2'-0"x2'-0"x1'-0" 14'-5' I I Wl (4) #5 E.W. (o / (3) #5 E. W, o ■ �--- M lilrr I rr I ill4gi it Ilrrl r rl r I • I— ---— — — — — — — — — — ---- — I _ -3 1/2" 4" STEP J 0? I C DOWN b S6 ch 17'-1 " S3 MIN. loll,,64" I TYP. @ 50 1 K 1 2 STORY Fill' Ln ° I • (BUILDER TO PROVIDE I (APPLIANCE PROTECTION I WHEN REQUIRED PER FBC 1� 00 I I U C "' " ' 9-49-4 • I I -i - — — C.J. — —� -- — — — —1— • 1 N I I I I jI 2'-6"x2'-6"x1'-0"1 W/ (3) #5 E.W. I ■ I I • `J I L' (2) #5 VERTICALS I TW/IN FILLED ELL I S3IL---- — — — — — — — — — — — — — — — — — — — J 25-0" • • • —TOP OF iOI1 MSS O. FIRT. DOOR !Zvi 1 BELOW FIN. FLR. ENTRY ��'j l �� ►♦/' I MR • i • 6'-4" 0 00 v NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING O LO 0 O Z0 CV O O Z 0 0 LL FOUNDATION PLAN SCALE: y4'=1'-0" Cn N CD c LO © L.0 Q — c= = - a� o c cc cN � cLZ cc -M N N s G7 s E W CD = c � 3 d c 1= 2 T N G A E La o a ,ct - �°° ` t ^ � y ^ ° •'�, may, ` q 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 e � v E 2 CDOm Q N 10 O �y ` !G ; tY CONN - 1 01 m qk O O C v1 LL L y�CC00rn yi I� - LL Lu Lu m o o-a v gj. 1 Vz d Y C7 O - qJ 0. Yy y `sti m lu ¢ yv W LL 0) z W OD O X OL0 Cl) i11 z N 0 U ❑Li❑ V M � z N (7 O z N z � � J U)vl N M z c� o 4 LU OL,J U 8 L.. N ( ) =O N o ti C M C� U_ w O } r p w Z Q L.L Eo� >z = �U zo o wz > N Za z od 010 F— E �@ xQ a¢o� wzwz w� 0o a a �w i = Qo 0� m� z� 1Z g o� o� z ° a a mF _ o wa LD0 �o M 2O 0 = ` > L.n J Om N (O L LO 'r^ u , Q T' 7T C T U)) m N ~ _ U') O O M M 04 N LO T Q T Z. u^, I— T M M 0 Z t0 z :3 I E r N LO N B m` cc d E E U _j Q p JOB NO : 23-06113 SCALE : AS NOTED SHEET NO. 5 TYP. @ CORNERS J SIM. @ CONNECTIONS J SIM. @ CONNECTIONS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND 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 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE:'/s' EXP. 1 (24/6) or 1V32" EXP. 1 (3�116) TILE: 1 32" EXP. 107161 NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131") NAILS OR ASTM F166I 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. 2x BLOCKING @ 24" O.C. MIN. (2) STRAPS 2x BLOCKING LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE LOW ROOF TRUSS W/— RAISED BOTTOM CHORD EXTENSION SEE TRUSS MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION SCALE: 3/4"=1'-0" a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. (2) 2x6 BLOCKING UNDER 2nd FLOOR WALL w/ SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUT/ 39 PLYWOOD FLOORING FLOOR G.T. SEE PLAN UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 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" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 114" 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 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (6) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (`*). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 0 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER x CONTLEDGER� u SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: %"=1'-0" o L0 W C o J l0 CV s -Ci X m Cx_ N JyOcc Y 3 a) a) o-r m c 3 e' u tat _ d H Jz E � o 0 i I ,m O W/V i cc 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. #t E inn 4 g E N 0 3m�� (`') .`may J A i U HCO 0)/ J Lu N O LL d W zS r1 f4l- E.. M ai w C _J LL - @ w 55 u7 4 )x' x t6 aC ORoo £L FIR a o '� N C_D m LuQ W 0 41 ¢ Z LL o X O w < M C) z N o o z CO z o � Q — cc1 , O L T C W � U O w o {106 U W J = L O m�••, I <C Y ° 14 CD o w M M Z ¢ O � z Z Q L.L CQ cc C zo g O >N a a Q (] E� SF =oa zp f f9 gt O Q 00 U � C O I_ rO 10 Z, ¢ Z L G O o W �H = C Q a 0 m 0 O F 7 m J U y aw �z ¢m1. Oa gUU RON VJ oLL az o J wa . 0 ;o IIIIIIIIII� M C 0- ZIG U 2 C C)O ` 'Lo J O co co LO V J T L0 Q Cr co C 0 (n 2 CV oo = LO -004 0) (0 r C) LO r � N r 6 2:1 T co i\ o N LO ti L0 Z Z E r U) co CU a U _j Q 0 � JOB NO: 23-06113 SCALE : AS NOTED SHEET NO. 6.1 O(2) — TYP. @ HIP CORNERS 1 ) ) -----------------� I I I I I I I I I I TV CGYI M U U TYP.G I U.N.O. I I I I I I I L------------------------------------ J co U ENGINEERED CLADDING W NDFPRESSURES AND OSUUCTIONIS FOR MEAN ROOFOHEIGHT :5 5 ftND RSH AND SPEED (ULTIMATE) 140.0 MPH AND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) () VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD 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 C%) or1Y32" EXP. 1 (3�'16) TILE: 16/2' EXP. 1 N/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. 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 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 112" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 * 1005/915 * 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 "* 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F wl (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" 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 wd SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F wl (32) 16D SINKERS & (10) 114" 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 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)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 (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B) INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 11 O - (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. FX CON f LEDGERJ 0Co : IS IV E C100 4 fu ' OE o L0cc LO CIO CY) CD < n u SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - A SCALE: Y4'=1'-0" N .� O N a+ a c co c� N � ate. N as GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'1 and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8, Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load < 1 .0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 3 817441B/1T8F401B/1T 8RF400B/1T 81`321B/1T FORM do GROUT SOLID CV Q Ir O #5 BAR CONT. 8F12-1 BI O "V LINTEL DETAIL SCALE = N.T.S. O 8'-8" LL O 4'-6" LL TYPE DESIGNATION #5REBAR AT ALTERNATE POWERS F =FILLED WITH MIN. (1) REQ'CrD D GROUT /U=UNFILLED ° ° CLEAR R RECESSED STEEL LINTEL = QTY. OF #5 ° O REBAR @ BOTTOM ° OF LINTEL CAVITY = - G .M-U. #5 REBAR AT TOP _ °` ° MIN.(1)REQ'D 1-1/2"CLEAR 8 F 16_ B/ 1 T Q a° 4'-6" LL 20 r Z d < GROUT co = J tNOMINAL.QUANTITY OF 5 REBAR AT COLO ~ _ C.M.U. O J WIDTH #5 REBAR AT a D BOTTOM OF a U) TOP LINTEL CAVITY WV O o m 3'-8" LL NOMINAL o --BOTTOM o ',,u j a Z HEIGHT REINFORCING ¢ ¢ 0 °� J 7-5/8"ACTUAL PROVIDED IN �-` O w i 8" NOMINAL WIDTH LINTEL ¢ Cy 3� #5 REBAR AT BOTTOM (VARIES) o � ¢ a AS INDICATED MATERIALS cTf precasfl-intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per3/8" aggregate 4. maximum 3/8" aggregate and 8" to 11" slump. Cgat fig = 8" to psi slump. 5. Concrete masonry units (CMU) per ASTM C90 wl _--16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) 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. 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS 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 a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION MIN. O 17'-4" LL O 9'-0" LL LINTEL PLAN SCALE: %4"=1'-O" !r9 N C -i w a cs C2 U " w "z4 m x N cc N s �! to d C= J Q r N 43 E s s m Tc d a) ra c �a Vf �- C cc (U a //R��t o e "(}l'J INCO P L ti ER0�e�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, W v E C) � ° r (0N co a 00 ,g U)�� o �° s&" y Q N O ik LL cc:): ch V J -. O J, u- W 3 u- a ,^ Z r W N y 0 O CIO ID v 0 �6'0) w Z m O - L m z 2 �n a N rx O U O U Z N C} _ o 0 < QN O Q Q Q J d � r M N z ILI 'I Lobo o I` i--, w � O w o Lyr N ti�G 'N v I c, c E C) o N C U) 0 Y N o M M J O w Q g LL C a � z o oo 20 > as zo 00 _ Q E 0 U a 0 � p Q �Z �(° <o Qo J T3 C �< 01 m� s° Z m ym aw J O Cn o wLL aw W m <o o �< ;o Md 0 a o3 �O 0 = 'L J O d' cc cc 0 LO (� Lf) r U O U) Y N CO 1 0 N Q r- o I.n T T CO L0 m '^ M o z :3 E r= a0 _JJ Q o JOB NO: 23-06113 SCALE : AS NOTED SHEET NO. 7 1 11 1 - l1ffT___�_FJ_T -I I - - __ - I - - - - - . - - I I -Hill 11, 1 11, � . 11 1. 11 - I -I , ,I ti 1911J1 Ill r 1 r_1 r 1 -- , -_.._ I - 01 3 w M i "0 cD 0 (J7 0 .n a C> 0 I M i N L0 0 LO i v 7 v- 0 c N 0 i E E 0 `v J i a c 0 v J 2 LZ 0 L 0 0 Lo a r•n 0 L v7 Lo a� 0 d 0 Z z w x ao? m a� v cn NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF 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 RAID) 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 , S, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. . 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 F 10 PL APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 0 O F E R 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: !Wlm1 2" Y2 CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 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 A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION, 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall, 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and 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 exterlorpsol�treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N o O � > W O m� � coves c H w o ca 5: !C �a t/9 v E �e A` rw Cry° W r, w 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. r W axAmuQ v E o 0 0 0 N n Uj12 0 m �' N 4 � 13 n J C zssz LL u- 5 a- J LL 5 w a o Z 1,1) d m y 2 0 d° Z LL N io O - -. 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VERT INTO STUDS i (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'-011 TANK -LESS W/H CORNER OF L� HOME H C G GARAGE SIDE 00 O 5'-0.1 Q - STUB -OUT FOR 1'_0" o - GAS METER 0 o � U O N oz • 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'-81, (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-V (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x p 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 314" 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 2x — + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r FILL CELL STD. 90° HOOK BOND BEAM 11 rn w a STD. 90° CONT. #5 BAR HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION O TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH i # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. ) Small gap 2" max. 4 max. G Clinch nails I 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 J 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. g required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGYa" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth guts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 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 KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI5000s® 9-1/21, 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3 8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 3-16d 3-16d �11-7/8" 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or J beam below Load bearing wall must stack over blocking and wall or beam below.* — — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET j, �"/ Provide adequate bearing J for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Odnails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) C 6- A %" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" 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 1Yz" 'R Any 1 foist Span (It) _ _ _ 8 1-0 " 1'_i "" 1' Z' 1-2":. V 3' 4 �-3 ' V -7 ,1.-41,° 24" 2-9' 3.-2' 3� 7 12 T-0` T-1," 1' 2"° 1' 2" 1'-3i" 1'-9' 2,4i. 2'-11 " 3' 7," 4' Z' 4,-0,• 94' 16 11-01, 1' 1 " 1' 2" 1, 2" 1' 7 2 6' 3 2 3'-10 " 4-9' S'-7 D'-4' Z 2' 20 1'-0'" 1'-1 " T 2'" 1' 2" 2'-0' 3'-0" 4-0" 4'-10" 5'-11'" 0'-1 T' 7'-I T' 8'-11'° 24 T-0" V-1 ' 1' �'" 1'-3'° 2'-6' 3'-7" 4-9" 5'-10"" 7'-2' &4' 9-�'° 10- NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1�" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Jo SIMPSC w/ (22) NAILS T 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS T 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 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) __I I 1—I i I®I 1i 1-11 I= Nail with 10- 10d nails. —1 1-1! 1 Install tight to top flange. SLEEVE THRU STEM a ° SEE PLAN FOR °. • a . FOUNDATION INFO °' ° I I III STEM FOUNDATION Filler block. GRADE REINF. SEE PLAN \ Nail with 10-10d nails. Backer block required where top a ° mount hanger load exceeds 250 lbs. d -41 I i I I I I } 111 Install tight to top flange. III.III. d I!!—I 1/4"-2" gap i � I 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements \ I t " �0.6 X Joist depth I I I —JOISTS BUCKETS N.T.S. i_ 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" CENTERED @ PIPE PENETRATION 4 d E 1I M1IM1 I�III�IIII� a PLUMBING LINE PVC OR SCH40 SLEEVE ° d ° 4 d° �illlll� �— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION d ° PVC OR SCH40 SLEEVE r-PLUMBING LINE 4 ° / 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 4 d. a ea G d I- '' I=1 I I— � —I I 1=►'' ill— - SEE FND. PLN. SIZE & REINF. e•9 c.i U-) v o °'o= .�Es= � 3 0 ace•`—' T = E � o 0 �%�t9BP((Ii44SFi,��: 0, ®la.. rY f g`�; w UJ s F 'L t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. >�� 9) b.f F u W I E 08 10 o M 3 m o N �tt�t� tJ O N r m C Co .5 IS ° LL " �qui N �� i w a ii J �- LL z .�s «:. C9 zoo r N A O Yy O ~i !L Y _ M du � t6 N m Q 1 W Z rn2°�J z o O w N u' 'N c� Z U vUi H U z OLL ❑❑❑ 2� z � o o z N z o J in 0 = Cz Q) a 4 v, NW U) 0 V) cn C) i„ 9 six m V rn ¢ 140 C• o w 10 �; J 0 3 1 z Z LL E ca z o o a E ® oz ❑a H f6 g� 00 00 O E O L F O O Q � Z a wo �w i'.2� 2 o m 0 0 o� Q,aw J ° :z 3 a 8< a� W cn T m Q O N W - aLL _ �3 _0 o c� w o aF ct old 03 Fh C J > Ln N rn m m L LO co r LO Q co 0 0 (n � m N _ L0 N CT± CU > r 04 L"( r � N r m LO rr9 � C'M t` o z z : E r i i LO �' m c d E U Q p c � JOB NO : 23-06113 SCALE : AS NOTED SHEET NO. SN 1 k. i.L ... .l;... ri. 1. -- T_ I.- T i. I�II .I.J. i',. -'I' .�i, I��..i,tl-,I-�i,.�.� �, M J W to ID to J v rn .c 'r J 0 I M i cV 0 Cn 0 0 Q 0 M O / v a F2 0 i 0 •V J T7 0 LO 0 0 a 0 LO LO 0 w 0 Z.� Z� S Q 00 0 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM�D3161-CLASS -III=III-III=1 m I I-IIIIII1 11= 9 /Tiell F, IN — — 12 ACCORDANCE w/ TABLE "I=III-I 11=III=III=III=1 I I=III=1 I I=III=1 I r (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION =III -II III —III —III —III III=11 III=11 r I �IIII1'4"111111�IIIII�IIIIIT,III=I1• (2020) 11 RESIDENTIAL 8 ROOF SHEATHING - SEE INSULATION LE SCHEDULE TYPICAL INTERIOR BEARING F FRAMING SHEETEET FORR 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1A WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE d- L °D -00 6 MIL VAPOR 111II I— D Df I - z BARRIER I ' I I II p 4 I N 1 D: • COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR T I ITI=T1`I=1 1T[ ASTM D1557) 3" MIN. CLR. O #5 REBAR CONT. V-4" (1 STORY) CHAIRS TYP. STD. 90 HOOK (SEE U.ON O 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS d PAVERS � % _Z 4" r' 00 d 'a III —I � ITS SEE A/S3ORJ/S6`-IlliI I=tll ,, II 11 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS j SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS _ 04 2x P.T. PLATE TYP. 4-1-11- ASSUMED FINISHED ' GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY 00 Z NOTE: *FOR BEARING WALL r W/ UPLIFT ONLY FRAME WALL TOCMU C.M.U. WALL CONNECTION SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° GRADE 00 REBAR w/ OPT. I=SOREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS A M rn'' ,'•, . 44 -I 1 I -I I I .. I °° II II 1:4� II f illllllll '"' +. IIIIIII� SEE A/S3 0R J/S6 --- -I j I I 1 111 i1 1 1151 1 1= FOR REINF. INFO. 3" MIN. CLEARANCE 114" (1 STORY) 114" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I I 6 MIL VAPOR BARRIER i l D ,• , III � 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) )211 ELEV. 4-3 1/2" 9 31/2" MIN. A.F.F. p TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %$' GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)1Old NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS (-3 1/2" MIN. 31 /2"(min.)I- -1 I -1 I I I I ITI=1 I I' (2) #5 CONT.I 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL an STEP na SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 1c0 �� FORM SUBMITTED WITH PERMIT !' \ APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS �2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH 31/21"(min)- 4';=III=1 I =� 111=� � I Ill1 .� I ITI=1 11=1 I l l ll f (2) #5 CONT. 4' I. i 11111 ��114, I I I8 - U.N.O. MIN. 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °O [GRADE 60 MIN. Fy= 60ks'I 25 MIN. LAP [30" MIN. LAP] #5 REINFORCING BAR —� -III-1 1I Til_ r #5 LAP SPLICE 1=I i 1=1 I I -I =1 I I —III' ................................ COMP. SOIL. (COMPACTED TO I 95% MODIFIED PROCTOR ASTM ' 1= I _ I I f i I 1=T(=-111=I 11�=1�F-T D1557) 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 21/2" FROM SLAB 0'-01, J CONT. BEAD SEALAI` INTERIOR ° � -3 1/2" � CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB -71 °° e 0? a E T �' II —III= I1= M 6 MIL VAPOR �� BARRIER*'rr' 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"= V-0" �1/2"(min.)- 4" TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE LU D V CL uj Cn g 111-ITI-III �;_1T� II I_I D • (2) #5 CONT. ON 3" CHAIRS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302,11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH ° 11-f- III III TII=n r r " 10" (TYP.) 0 8" 1 -4" 80 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS ll F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. % FOR TRUSS tiN ° SEE PLAN FOR x CONNECTION INFO TOP LA BEAM & LAYOUT DESIGN SEE ROOF PLAN 00 ° (2) HTS20 FOR STRUCTURAL r _ JrI II I-T, II I1 T� ! 'E 47 BEAM SIZE & N I a I I:. CONNECTION INFO co .' o _1 III- 2xaP.T. 2x4 #2 SYP P.T. FRAMING w/ =III-T-111= I I I PLATE „ SEE A/S3/J/S6 — os!a. MIN 7/16 O.S.B. SHEATHING FOR REINF. INFO. fi 8 z ATTACHED PER NAILING ° w 0 SCHEDULE OPTION #1 COLUMN LOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD —INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w SIZE VARIES PER PLAN M 00 ? GRADE .� CONT. BEAD SEALANT a j w/ MIN. (2) #5 VERTICALS E ?L FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N g w SIZE AND REINFORCEMENT) LU c7 • WWF OR FIBERMESH c, LU BRICK PAVERS or SLAB PER t=- w o aww O o _ • • v • • - - z_ a ° ° - — — — _ — 1 _ _ 0'-0" FIN. FLR. COMMUNITY SPECS U-- "' - - FOOTING v _ BEYOND s .. • . , • • PAD REINFORCEMENT 3" MIN. CLEARANCE SEE FOUN ATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N S^ `{J SCALE: 3/4" = t'-0" SCALE: N.T.S. S3 ILA") P t� cY V4 � =mmmx gt It N •� o �a dco '> c c co Lo �• 4 P L. O 0P, 111441',R��'��'�`�1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a`t W f.Ad IM a C 8 Q O N N 0'o ib 0 0-0 ;. N M � 3 � w Q cLL y w LL 3 o- iyk u —ate ii 13 f- -�2 0 1 �,Mi W 02,0) W ve�l 05 co z�p n Z J 11L V N U V t11� J> Z 0) M r N M 00 G N � o M U o LL 1 , T <n LIJ O g �V) N V) o J rA x — m E is =� U o e 4 N w co ZZZ J LL. 0 m U zo 0� wz >N <o z® oa O C E O¢ O 0 fo 0 wow �Z � c O <o O� w� 0 OF z mCJ J y O 6 W 15 o ¢� O� �z ° WaZ O = z � oLL 3 J o <� ;a C 11 OR U 2 11 `C:) > Lo J M 0 LO T LO Q Co r1 0 U) N _ m _ L^ , (� � C,4 Q ►- o Ln W EM M LO o Z z :C Z6 U') E T- U) `m a E U Q p c JOB NO: 23-06113 SCALE : AS NOTED SHEET NO. S3 (MONO) (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 POINTw/(3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM 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 INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP ` PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID + + POINT EVERY OTHER ++ STUD W/ (3) Od NAI S CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = _= SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD, 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL �F� CL TO DRAIN EXTERIOR WALL CLEAN —OUT WALL A SCALE: N.T.S. SA� 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a 11 a a Q a a 4 g STD.90'HOOK 81 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 11 NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J Uj 1— Uj T FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE �8x8x16 GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE FOR ASSEMBLY ..' ` GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a a a a a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" 31/2"- sFF �Ow N 2x CRIPPLES @ —� 16" O.C. W1(2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -C VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP a iARAGE IOOR vvvri r nn..n W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 ,{ SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SA�, SIMPSON SIMPSON A I SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C Z: (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER, SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \� TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS ' BLOCKING W/ 2-16d TOE NAILS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING (T ) v O/C FIELD r 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 71 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE FPROVIDE 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) --� /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2, P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL I_1,0119=01iTivLe33e1111 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18) 10d NAILS (3610# SPF) ° o ° • HTT5 w/ (26) 10d NAILS ISPF) ° °° ° • DTT2Z w/ (8) 1/4" x 1 1/2" SDS (2145# SPF) °o ° • HDU2-SDS2.5 w/ (6) 1/4" x 21/2" SDS (3075# SPF) ° ° • HDU4-SDS2.5 w/ (10) 1/4" x 21/2" SDS (4565# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (5645# SPF) • HDU8-SDS2.5 w/ (20) 1/4" x 21/2" SDS (6970# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (9335# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT ATTACH ALL - 0 FOR DTT2Z USE 112" DIA, x 12" EPDXIED A.T.R. EXTERIOR STUDS MIN. 8" EMBEDMENT W/ WASHER & NUT W/ (4) 16d TOENAILS • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. TO 70P PLATE MIN. 8" EMBEDMENT w/ WASHER & NUT NOTE: BOTTOM SPLIC FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. PLATE LENGTHS MUST BE OVER STUD MIN. 8" EMBEDMENT w/ WASHER & NUT AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. L+A F= 2240 LBS F SIMPSON C C C P.T. -ATE SIMPSON SP4 —I O SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 k�ICE NAILS TOTAL) EA. SIDE OF 8 SPLICE STAGGERED � 4 �4! �10d @ 8" O/C SIMPSON SP4 3P2 SIMPSON 10t ST J M. TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 2X8 P.T. BOTTOM P TE \F�_4 F SIMPSON SP2 • •I NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" NGGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 C ROOF TRUSS ABOVE /- 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL � 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED 2X8 P.T. BOTTOM -' PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (O PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. C" N N tt' O ++ cw9 N R ® i `n, o eto � -x 2 N m d d — �5 r,r �' •3 ca > c o = d � o Cc � u ..... -.... ' �,, EN * ^ M -.- �� UO O _ 01. eel m rlt0o, 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 - Resldentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r " 7 � i� y w H W �t � o Q o "f N N o t`` r (i a1 o c co co t 0 a)N corn Uj rnhti� ' M V LL l / J Z C la �� z fi o 0 {W{I r°n�Or?°' m w J Z u') N Z ¢ F h co N O Z O U U Cn V M � N M o g 00 CO N o� � M N z v CD E 4-1 � w a ° U 0 o N v1 f6 "- in c LU 7FY � c4 I I =� N I� Lv co a0i c ° r• N � 99 O 1< W M J oz 3 } 2 W C E Z Z. g } N a� O N V of z z® oa 0. o E �0 oa 00 o� z w� o�m� wWz - c z 3<o oN ° Fo s 10 W ES m <Z K2 Q0 �G v ol¢ 03 .N p J 0 'IT a� rn m cc 0 LO Q � T co r /1 0 (n 0 m N — _ LO � LF M O - M r ON LO r.. Q r LO m w ^ co L j6 LO o Z z E r-- m I`o a_ E 0 ¢ o -1 JOB NO : 23-06113 SCALE : AS NOTED SHEET NO. S4 II a ll �— ----- - -- - - -- - - ---- - 3 J w 1 rM to co to r 0 C cnCr 0 Q r G O I M N 0 LO i CD v N Q a K) O d N E: O 2 `v c J n: c 0 0 J t7 ro CV O \ rf a 0 a r4 0 LO ai 0 r� 0 Q _ w E M m 0 N SIMPSON HGAM11 W/ (4)1/4 x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAILS (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. */ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL S 45'± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. • LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •• BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM ACHED Ows 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS Od NAILSH@ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING CHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM i RIDGE FASTENED AT i DOUBLE TOP PLATE EACH JOINT w/ (3) 10d 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ i�� i MAX, 9" UNSUPPORTED, IF >9" SEE 10/S5 FROM RIDGE FASTENED AT EA. END i i� "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN ; i� AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR �� i�� LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) it��i GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING i�� 1/2" CDX PLYWOOD OR 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE i �� (2) 16d 7116" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. �� @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & �� O.C. FIELD BOTTOM ATTACHED � � �� (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 5M BLOCKING, FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C @ 48" O.C. I I INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" OIC 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM OF (SPACE O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4' 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 - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR CV X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2) 16d NAILS WOOD TRUSSES C° 2"X4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING FASTENED AT AT 24" O.C. ON TOP OF t2-RIDGE EACH JOINT w/ (3) ; BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/2-16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE • (2)16d NAILS BLOCKING 2x4 BLOCKING @ 24" CKIN) (D = 0.148' , L = 3') OR EQUAL (D = 0.207", L = 41 /2') OR EQUAL (D = 0.207 , L - 41 /2") OR EQUAL FIRST 4 R OWS OEA. O/C 16d TRUSSES FROM 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 THE LAST LAMINATION AS SHOWN FOR 3-PLY) 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. SrJ REV, 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI0KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL I [L 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 BLOCKING, FASTEN WITH 10dx3 @ 4 0/C L 2x4 BLOCKING (2) 12d TOENAILSS LLNON - LOAD BEARING LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING)1E SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION rg ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2) 16d PER JOINT '— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL('10 SCALE: N.T.S. S5 VV41, VL/-1 All \V 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 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2)16d PER JOINT \-- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP L© +rJ "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2'W" #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.) —GUN 1, BEAHINU " GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER .BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM 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 20'-0" MAX "X" BRACE SEE DET. J/S5 -, 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" 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" O.C� TYPICAL GABLE TRUSS WEB —J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM 48" O/C BLOCKING @ GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTOIIJ CHORD BRACING 2X4 MIN. d w d w 0 o , 0 z o o 0 v � w — — — — o X Q ---- Q >�^ Q CC w AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING -BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION a+a 0 C N H cc W a Mcc 'VA,-g C CC CV Y d � 3 � � � W o._ W m o =a } � •� �+ v •E�t oS FZEf :�e t'Fk it yd�'Fi�b�t f'' v V. i ~ CEO a f rC r O .... PESSEO`", its rrrrrr To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda 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. s o E 3 %1 O O N O % N N co1, e r N 1.0 N Q ik LJi a 6 MU v L.L d CC % #\ 's, •L rp w _v� a m c d cc w. W ��O'�' 0 ^ Z IL m w CNI M Co Z z J (V O U a U 0 co s k F Kc El 1:1 cMV M o g Q � t^o1 M z Q) o` w I V 0 -N L o v_ 6 = s 15 (� O y 0 14 o z w M M J Z Q p SS Z Z Q � cv E zo o z. zo a >_ 0U �� W r- ro 8 o wa u o o E Co �_ g< �z It w o J rn c ¢z mo Z 1z o� go W in T O 2< w � a N W x o wa �o V oIQTi� 3 > Li N m m 0 ^' L LO co Lo Ir— L co T (n 0 N m _ 0 - M N r- O LO �-- r LO m w LO M T L0 o Z f0 Z E IT— N w m c a U -j Q p JOB NO: 23-06113 SCALE : AS NOTED SHEET NO. S5 3 J w I M i a M v v cn/ 0 a J co 0 I j i cV LO O LO i v C cnCr 0 i Q N O i E F2 iv E: 0 _ v J a 0 v 0 J ti O tfy L0 v 0 0 d 0 Ln 0 0 0 z w C m v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA < 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER P\ - 0 <:A 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONIC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY T IL A \ A Ad M I I=-IT_I-1 11= I 6x6 w1.4xw1.4 I WWF OR FIBERMESH I II II I II II I II II I III—I��—�II I I II I ��I ° a.A FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, orASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 co FOR MORE INFO w o x 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD �I`w LAYER 1/8" THICK. F) *U PER — jINSULATION CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE JBARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M Cn U 4"x4" INSPECTION PORT AT 0- EACH FILL CELL TYPICAL w 2 AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE :INISH GRADE00 1j1_ \—STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2—STORY WALL SECTION i REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO ST __ 2nd FL00 BEAM/GIR 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD e /2nd FLOOR WALL------ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/(8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1 ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. 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. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING :� ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °O SEE FRAMING WEEP SCREED CD z PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1Odx1 1/2" 0/C FOR THE 1ST 2-0" OF I I NAILS @ 24" O.C. INTO TRUSS I 1 END WALL W/ (2)10dx3" @ EA. 1 BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR ) MORE INFORMATION — 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP, 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUST 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 Lu WEEP SCREED ul INSTALLED PER. MANUF. o O SIMPSON HETA20 w/ (8)10dx1 1/2" I �' NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. T RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 1U-0" (R302.11) SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE ° rlll •A--� SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ /_ GARAGE SIDE IF APPLICABLE 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#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A -IIII I FBI F ` - I-1Ti III, , — T I I IIl (3) #5 CONT. ON 3" i i I —I I fT TIi—I i t 8" V-8" 8' CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSURE 1 x II SHEATHING — —x—� PROVIDE (I II BLOCKING AS REQUIRED PER II D II SECTION X-X IF NOT FULL HEIGHT SHEET C II II II II JI G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I T _T II EXPOEI EXPOSUR II r SHEATHING F IIII II I SOLID 2x III C III II II II I BLOCKING @ ALL C SHEATHING O EDGES(SEE III OPENING SECTION X-X III C III rFx ;j L II �w II III x E _ Lu 2x STUDS w III III II II II BEYOND. SEE PLAN o IIII I I II IIII II II I I O II I _ L I1L 1L 1 ._II to 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL SPACING I c • 3/4" 1/2" S S; 1/1/2"� S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2)8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X Sr��N FFA�O� N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 1 Od NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ya". z Q NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O ¢ QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. w U) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. in w/ 8d COMMON NAIL o LL H O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER @ y ¢ F O U) w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q cr 0 0 U) r0 F m U' � @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 U. 0 I_MEMBER IF GABLE END _U) NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION *A� HEADER SEE PLAN • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE Op 0 �n SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `t WWF OR FIBERMESH q a =IIII II.IIII{IIII 9 e III-III=�' (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 • 8d NAILS FOR WALL SHEATHING MUST BE MIN ,131 X 2 1/2 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8", HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 (3) (3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE — 00 �Ii11; I C�lI� I @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=T-O" ADDITIONAL INFORMATION. C%j c !V c � o Q > w 0 J1 C /0 C,) N N = !V L 3 � d > 8 -5 _ � 3 0 i0 y a� a a � •� T 8 N CS c E 0 0 10 ` Cv is o •. L ya OD 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. 3 i ? 5 U) W fir; I- Q otE O M O t .♦CN 0 p N 0, o 0) C C N au 0 N O w a C' 0- 13 - J LL w J w w w a 'x = o a 4 m c ti o ? W N 02 W Z_ UM W 4' m w O LO C0 Z °^•ivy Z N Q 0� O U v ❑❑ CD M N N) og Z N z o d � J r_ Ln � z �h o W O ji W p w actu. W J '•... N O I® � M M � w ¢ o w z Z Q _I W CE 0V Z. �� o<� }m Zo oa cv o E d �z a� pa az w �o g< �z �W L o z3 C',zQ m U om oFOB Z z aw <� zZ g� ¢ 30 dz C 3 C) _� �w �o WF a0 T O J > L!') 0 4i m 12 12 0 Ln co Ir— : Ln U U)LO N +_j m O M C4 m M Nr, LO r NtLOr m LO o Z z E i6 ca E O U a N Q O C:a JOB NO : 23-06113 SCALE : AS NOTED SHEET NO. S6 (MONO) J W I M r` i J Q cm CO v Cn� 0 J t N C4 L0 L0 i 0 v N 0 i 01 -L Q r+� O v a FE E O 0 c i n: 0 v U J v tZ CN 0 u7 LO bs 0 0 0 a rh 0 CN t2 Lo v 0 w 0 Z w Q CE M m LO SCALE: 2" = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS, REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUI NAILED MATCH NOS OTHER 1 \ E, I —A ALIGN THIS STUD WITH FACE OF 2ND RISER SYP CUT TO FIT I I\RS IN WALL I 2x12 SYP BEARS IN WALL I 2x6 SYP / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON14)1Od x 1 1/2" MTS12 w/ / / AT STRINGER CONTACT POINTS NAILS) / \ NAI� (IEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN "' AND 2" GAP TOP AND BOTTOM, GLUED AND / NAILED TO STRINGERxo 2x4 BEHIND RISER j BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP j —2x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS I � 4-2x4 BLOCKING FOR 2x12 I —2x4 PT UNDER 2x12 C I I tCOMPONENTS DE MOISTURE \ CTION ATTACTSOF STAX 2 J" TAP" O.C. —ATTACH ALL COMPONENTS 1x4 OF STAIR TO CONC. W/a' X \ NAILED TO STRINGER 2 4' TAPCONS @ MAX. 32" O.C. \ GA'�� / TOP OF ' \ 61, \ STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER �S': x4 DRAFT / TOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' 1 I STRINGERS G EI 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 1 2x4 SYP ` BLOCKING FOR STRAP / \ (SIMPSON MTS12 w/ I PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" D NAILED TO FLOOR WITH GLU \ NAILS) STRINGER CONTACT POINTS \ SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" ER IED ,ILED SECTION D—D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER � / FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD , -- GLUED GLUED AND AND NAILED NAILED—\ ' 2xi ' I 1 DRAFT STC P I 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO \ STRINGER AND TAPCONED\ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLU AT STRINGER CONTACT / NOT TOUCH STRINGERS INTO FLOOR WITH GLUE AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / \ E—/ _ 1x4 GLUED AND NAILED TO STRINGER POINTS B —� FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" W 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) W="mm ` 12x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x44GLUED AND NAILED TO STRINGER \ FOR DRYWALL SPACING H SECTION VIEW "E" SCALE: 1" = V-0" E SECTION VIEW _ SCALE: I' = 1'-0" 3/4 PLYWC ON DECK `2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 ' \ DRYWALLSTOP NOT SHOWN STRINGER � OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = T-0" \ FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS- \ ' � PER CONTRACT V �(2) LAYER4' EDGE GOLD OSB OR PLYWOOD OR 1 4'X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: J' = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT _TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW 1 POST LET INTO (LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H 2X BILOCKING 2X STRINAR PSON MTSJ2 w/ ' 10d x 1 1/2" AILS DO R 3fFD 2X BLOCKING RISL� VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" o ev � c LO '= as O W o -J ci a� c mC�N - v m x N C6 ® a N ® N N d C= fC7 r N 32 W �; C6 L 'i4 ai d J2 cj W m �® c E �`aat@�l:$Edo�k'ffj��F` :y i:y� •esn�• M�yfd V. 77 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 An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. t� W s AWAM B o E o mMEN 0 N N 0) � r N ? fA F Q �n M 7 §!13 U)r- r� m v @u- w U- uj a J- Y o @ q v _Z 5 c, lu W � ma 3 y o � N CO W �F Z LL rn m w Z ¢ J 0 5 N �cv v Z jlf�`xrW p V U O ❑ ❑ V M N Sh 0o Co z o z � N Q Ln z C� L +-, ru cf� Q Fj O )Ln �, o N� �cn pEp 3 U 'o m 0 ° N o cM) J J 09 w Z Z LL Q p Co U z o wz >M Zo oa H rd o �F z U 0< az z wo L Cn G ¢ pZ 10. W .0 a�W ¢.z CD 2go woF �Z w =_0 o ii Jw 3 M w a O a 0 C' zI< � 3 N O > L O ui rn m 0 LO Y i co 0 N — LID O M � o LO T L E L0 7 M r L) o Z t0 Z c E E /J co c cc a U Q p JOB NO: 23-06113 SCALE : AS NOTED SHEET NO. ST 3 J w I M r� i J Q f0 a v- 0 a u7 0 t2 CO 0 I N LO 0 LO C v Cn n Q r 0 Q N O v a E 0 `a J o/_' 0 v J LZ 0 Ln a 4 0 N 0 rC a 0 0 w x m v cn 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( „ UNACCEPTABLE INSTALLTION Mom' 8 ♦® DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT PROPER INSTALLATION ♦ DO NOT DO THIS 2"x BOT. PLATE W/ (2j 10d @ 6" O.C.. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. '. - 1x4 1 X 4 1 P.T. ♦ #5 REBAR TYP, (TYP,) ♦ 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" x4 3/16"0 X 3" LONG FURRING FURRING 2 ROWS 3/16" x 3-1/2" #5 REBAR ♦ AND NAILED W/ 8d COMMON @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0 FURRING TAPCONS „ „ (TYP,) ♦♦ �� 6" O.C. EDGES AND 12" O.C. FIELD T TAPCON @ 16 O.C. & 4 2X8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING 1i O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH ♦♦ �D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAI L �� STD. 90^ ♦ ' 0" ♦®® @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL BOTH SOLID S HOOK (TYP.) FACE NAILS 10d @TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT E/ LJIL METAL SEAT PLATE DOOR JAMB NOTE: O.C. & 4" FROM (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL-7 LAP SHEATHING TO DOOR JAMB REFER EACH END Wit MIN. ( 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM OF BAND TO PRODUCT x 3-112" TAPCON @ 16° �'� JOIST TYPICAL .. APPROVAL FOR CONN. ,�1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRING ♦ ^ ... TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. CI + NOTC @FIRST COURSE SIMPSON HGAM10KTA 12" O.C. @ 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ -2 ♦ ®♦ w/ (4) 1/4x1 V2 SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ♦♦♦ INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL NOTCH WEB AT THE ®®® FIRST 2 COURSESFILLED TITEN INTO K.O. BLOCK +5A ♦♦® ®O®® BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS �Cc CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. SCALE: N.T.S. SS INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK ow SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX �. SOLID W/GROUT 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK ; SEE ARCH PLAN AND SIMPSON HM9KT w/ (4) 1/4 x1 1/2 SDS PRE-ENG TRUSS DESIGN 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4"TITEN (IF TRUSS SEE NOTE 1 BELOW IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM ALUM DRIP EDGE FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. •' ` a' •� SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL BRG WALL TYPE T— � PER PLAN i I 2x SUB FASCIA a OVERRAN CONNECT W/ 8d NAILS BRACE/BLKG. 2X2 #2 P.T. MIN, x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINSTALL WDW. SCREW ANCHOR\_2 N.T.S. FASTENED PER NOTE 2 BELOW a INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN CONT VENTED OR SOLID SOFFIT RETROFIT WALL OVERHANG DETAIL NTSI � J 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP FOR OVERHANGS BETWEEN 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4'Y2' WOOD (**) BLOCKING w/ 2-12d NAILS CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'o. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL % �- 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ / 11-0115 -011 ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING SCALE: N.T.S. SS 12 LISTED IN THE DESIGN CRITERIA ON SHEET SN. L JACK TRUSS PROVIDED BY SEE 2• 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: TRUSS COMPANY OR PLAN - CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ 2x6 #2 SYP @ 24" O.C. MIN. 1" EMBEDMENT @ 16" O.C.) INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. ° WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B B ROOF SHEATHING ATTACHED 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL ° ° ?•• #5 BAR 2-0 8 STRUCTURAL SOFFIT ^° '; °; P ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON SF01 9.,"o,r .'s d � IN TOP 1 X 4 FURRING BLKG. &BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS 71'-4" • to • • ° •' o KNOCKOUT / cat 8d NAILS REV. 09.10.2021 BLOCKING REQUIRED FOR SOFFITS < V-4"11 > a .'' 8d NAILS @ 8" O.C. AT BUCK i MID BLOCKING NOT REQUIRED e ° CHAIR BLOCK 2 x 8 VERT. W/ (2) 10d FOR VINYL SOFFITS > V-0" SHALL HAVE MID PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END PROVIDE 2 MIN. () PROV►DE 2x CONT. W/ (3) BLOCKING PER R704.2.1 MONO FOOTING .•>° �' ° VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS JACK TRUSS PROVIDED BY i *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* SIZE AND REINF. PER PLAN AND SECTION DETAILS i LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2X4 CLEAN FILL .o ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION7 ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT ? z TO BE INSTALLED TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 2x0� ° STANDARD 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK- * DOUBLE 2x4 SCAB FOR Z-" TO 4'-0" O.H. Ryq 6 C:)F ° N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH G�FNGT (2)10d NAILS @ 8" O.C. + > 99 HOOK #5 BAR IN M TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4'Y." WOOD + + y TO TRUSS TOP CHORD + FILLED CELL • �� +� • �� - • �� - ' • ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAID. SHED ROOF ENDS TO BE SCREWS @ 16 O.C. MAX. OR IF MASONRY + + � • " , • •' • •' INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING •: s s ` • ` ` ' ` ` `Sk ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + PER INSTALLATION DETAILS B-B ARCH DETAIL K HIP. DESIGNED ONLY FOR THE SECTION @ENTRY L + BLOCKING AS STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS TRUSS + + REQUIREDTO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP .. s SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR ''®° CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX' 4-0) �- #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS SECTION @ ROOF EXTENSION M z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER 6.0 SCALE: 3/4" = 1'-0" SS 0 (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 2 `�' NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE SEE SHEET D2 AND SIMPSON HTT4 w/ (18) 10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL w zi U REINFORCING AS FOLLOWS: SEALANT —III FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE 0 E INFO U) `¢` 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - , ; — — — -- - —III III �1- = r T III-1T(_II 5/8 DIA. ALL THREAD ROD � � #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ — — - c , -- I_ —I 11—I I b — — — EPDXIED / SIMPSONi. OX w S PSO, "SET" z g EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — — — III —I -�T — — �— EPDXY MIN. 6 EMBEDMENT & a cq rn FILLED CELL SMOOTH. DO NO FURROW. ° I u° — — - �I 3" MIN. EDGE DISTANCE N DRILL 3 /4x5„ MIN. HOLE 0 F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. . o I ( �� I I= I TT- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p ° � : y O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: i� ° P co REMAIN FREE OF MORTAR. z . H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL NIS\ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. :;;o RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" RETROFIT FOR MISSING FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" ,0. CV O N o tea W i® a n G CJ � m X L1 cc y�C= Q w� N d a-;5 C 3 3 t6 N V Cn CL E �C5 �v 0 , ,.:ate.• , l S C To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H ,� , W I- Q C E o O M �y h g Uj V N sm u�7 N W �A'k / o x. N '7 In �i N (O r� CO r0 0) {p Q N # L, CU - J " z yg f� m U_ LL a Z w @ern a W Z O o w o� °' °' m W �m Z LL W O J rn M Z N J < OU U O CD04 Q N M 0 0 (0 N z o � � N c� z � o u- 4-1 f6 U, w O c.s c w j r— — E =� 8 Q p Y CD a M J y� O W z Q � L� I E � U zo o'z z Z. 0� ZD oa F. ro _ 'g 0 o o E p¢ S1 a0 wo �z -; c <o mo oz I 3 OW 8< � w W (n T 7 w '0 a z UI W m 0 aLL �3 r� �r olrfd a F o 3 O > �.{) J O co co c� Lid r L0 U) m ca N Lid a--+ _ 2 a"' O CO ' C) r- o Ln r Q r Z w 3 CM T— i6 L0 0 Z T c d U J Q J JOB NO: 23-06113 SCALE : AS NOTED SHEET NO. SS T r - -- r � r -; CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE 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. DB 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 �3 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 - w CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. 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" TWHEN DEPTH EXCEEDS 30" GRADE - • CV z 1'-4" PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX WOOD TRUSS T T 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"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT-j CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ 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 a N FOUNDATION PLAN Iw U) 2 z W/ #3 STIRRUPS AT �, z 4'-0" WHEN DEPTH '- EXCEEDS 30" LOWER OR GARAGE SLAB V-4" SEE PLAN AL 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 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 MAX 24" SPAN (EITHER PACK USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND - -=-s-- =-= SLAB 1 1/2" 'k (2) #5's CONT. T&B w/ 4„ _ #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" GRADE •. N Z 1'-4" 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY I KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO 1 MASONRY KNEE WALL MAX 3 1 1 1 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 I 1 z O Q w w w U) Sk 1 1 w/ (1) #5 CON 1 1 REQ'D @ MID 1 1 1 I 1 I II 1 1 I I 1 1 1 1 1 1 T. FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED I 1 MAX 3 SOLID. SEE ELEV.Ak j COURSE FOR BASE SIZE (3) #5's EA. WAY 1 1 -�---- X_- Y-` ,-- 1 .,. .. r a SLAB PORCH SLAB SEE 50 LEVEL FOUNDATION PLAN (2) #5's CONT T&B w/ - z CONTRACTOR TO INSTALL SEE CUT • �" MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" '- ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH EXCEEDS 30" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TI E BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( 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" -------� _______ CONTRACTOR TO INSTALL SEE CUT • �" MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" '- ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH EXCEEDS 30" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TI E BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( 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" -------� _______ -- L.SEE PLAN L. I SIMPSON HUC410 w/ (14) FOR CANT. 16d INTO HEADER & (6) I 10d INTO BEAM - SEE I I ROOF PAN FOR MORE I I I INFO I I I SEE FLOOR PLAN FOR I l I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN — — ---� INDICATED ON BM. L__- _ ---_- _ _--- — SCHEDULE/PLAN 7/16" OSB FLITCH PATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/P ANM OPTION B CONNECTION INFO OPTION C EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION aC� FLOOR CONNECTION r22%N)II, SCALE: N.T.S. COMMON BM. TO POST ATTACHMENT rA� 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 PAN FOR TOP OF BEAM I I I -J SEE PAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. MIDDLE BM. SPLICE OVER CENTER OF POST 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 r7 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. r. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1' -0" 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 — COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. - - RUSS/ OP WAL `FSEE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP I 2X4 #2 SYP P.T. PLATE W/ 6/" EPDXY ANCHOR OR 2„ J-BOLT OR Y2 TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6 EMB�CPI 24" STEPS e SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS a d. FORMED & POURED MAIN HOUSE SLAB W/ (1) #5 EACH STEP a d Q'. (2) #5's CONT. T&B W/ #3 STIRRUPS AT d 4'-0" WHEN DEPTH :a'd. 8 _da ° EXCEEDS 30" GARAGE OR "' z LOWER SLAB SEE PLAN 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. M N C N Ln o ® d 9 W � >z V_ 15 o — m a N 14 ® d .N y O f0 d N Y d -E f 3 cc i d d.0 �. d � T E 2 o a. ��F�aaaaall�lsa��i<�� C. d. O Y ` E Ci 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 .! o co 8 �y r;{2' V co C N t` 7x C E— o; Go N Go C a . .zri ;• � N � # W 03 J LL W k �a�� mLL� 5 a I, (� W Z — 'O IL Y fSo 8 � co N c0 O O W ) rnrn r W cn m + }a Z � co Z L� (� N Q O O Z O U 0 Cn ❑ ❑ V M Z N C7 00 Z N Z n rZ woolm — N M (Do N—v 0 -+ N w U 0 -ro � � in QE 1 Q N �® o w M Q U_ =o >m e E oo Z" O E V w �a of 10X< co az wz <o �J om� ai C F O Q p M O Y Z F m Nm <w og go men V� a Z NZ K O H �w x o wQ ;o M d F v zl¢ 00 3 2(-) = > Ln _J 0 °' rn c� Ln r Ln Ln Co U) o N � m - -_ L0 � 0 M co O r\ C) LAC) T Q � T w LO M o L Z z E T- N M E � a U Q p JOB NO: 23-06113 SCALE: AS NOTED SHEET NO. D 1 --------------------------------------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING. IS INSTALLED). SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. — SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. O SIMPSON LSTA24 w/(18) 10d NAILS o•oo o.oo•°�• T P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END • A TOP PLATES LENGTH ON STUDS W/ (11) 10d % NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. • BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO ' TOP PLATES �� BE SPACED W/IN 6 FROM OPENINGS y AND MULTIPLE STUD PACKS 2x4#2SPF STUDS g G INTERIOR HEADER � AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. D 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 g" 1 SEE FOUND. PLAN FOR FTG. REQ. 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 r5 ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (2) 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12dTOENAILS. END OF SILL (MAX. OPENING EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING A, LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH ' SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK FLOOR DECK W/ 10d NAILS @ 8"o.c. j:,L FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO MASONRY WALL BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB 0 LO FLOOR + © ADHESIVE TO 2x4 CONTACT SURFACE 4CA)2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP(2) - 2X SPF TOP PLATE THEN DOWN THE FACE HEADER/ STUDS(2) 2x HEADER SEE PLAN INTERIOR HEADER j0d221 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUD(1) EXTERIOR HEADERS END OF HEADER SEE Q END 2x SILL PLATE W/ (2) 12d TOENAILS. JAMB INFO(1) REQOPENING 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 wl (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) i TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 1Od 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. a@ 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 ;USS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ WOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) COL. SIZE (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 ! I COL. SIZE ___ __ ___ SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. GIRDER 7 SCALE: N.T.S. 2x4 STUDS PER PLAN (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. DOUBLE 2x4 TOP PLATE 2 WS10d@ ° 3rr TOP SPLICE PROVIDE 2x4 ON ° TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND DOUBLE AGAINST 2x8 2x8 TOP STUDS PLATE 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL 11 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT_ CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT; DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" - \ O.C. TYP T & B (2) 2 x #2 / SYP U.N.O. 2xCONT. T&B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION - SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. I 1 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 I (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) u u ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE - 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR $ SCALE: N.T.S. rr°s N 0 N Ln O aC_ M ®-g c co w c.r N cc a Q N Y e d CU v d e. s 4 -�,to W/V e < U� FLU /111Pl1l4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flor da 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. Ir. H � .: � W ti� Q M�E 8 '• N • V N N W ,: Y' y 00 C N r �Mov 3 w a c � 3 w w (� w W 02 a 00 M z Q �n N O O U a U W ❑ ❑ z N M o� z 10 < Q � Q E3 � T /) , C �-D 0 W 4-1 C/J LL w m O —� w o U -E it r �0 W Q N 0 w M M y ¢ z zi E oo Qa E° w=o° 20 00 U O ><0 E cc,T G a= 00 K � ro ¢o�J � � 4 o 0 m o E3 O . Z Q OU 60 2. � z o� =3 M v N F 00 3 0 C O i �L J Om M c� LO ' ^ 'T^ U) CN N LO r Q r L C7 o z M N L r �' ca a E .. a� U Q p JOB NO: 23-06113 SCALE : AS NOTED SHEET NO. D2 O� 3 J w I M i J r� v 7 N 0 a 0 J 0 I r� i N 0 LO 0 0 4- `0 0 i m 0 tz O� i a M E: O v i o.: 0 v J r4,) 0 CV LO 0 0 0 a N 0 CN rn LO 0 1V W 0 Z Z ¢ 0 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU -MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2 ) SEALANT JOINT 5) SEALANT FROM 5) INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT ^' ^ "" WEATHER ✓E BARRIER & ,ARILY SECURE WEATHER RESISITIVE BARRIER ��VVV 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 REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as Pinstructions in each detail that corresponds to the numbered items in the list o 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 SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN , OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI€ UNDER DECKING ED FLASHING (SEE DETAIL WP07) E0 SELF -ADHERED FLASHING DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING Q 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 1'4' PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING r SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER I I DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assemblyb providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y p g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied i horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 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 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 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, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SFLASHING ,ELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FFLASHING, SEE LANGED WSEE INDOW FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings Ar, shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration g manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. <> 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in clutters. :LF-ADHERED FLASHING ETCH HERED FLASHING 1 2 4 5 I I I I I I _ I I Z a LU PLASTER STOP-F J/ U) CONTINUOUS BACKER LLI ROD & SEALANT U Lu o: O q U) FOUNDATION WEEP SCREED -STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP OP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE i I THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY 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 �5 STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF �- ---- ---- 1; , DRAINAGE PLANE WRB f BOND BREAK WRB I ; I SF LATH I II; I I i I I I --------------- ER STOP NUOUS BACKER ROD LANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all ews CV Cf N W) ca s3 > W O L C a V N m .. c�-a v' R N C14 L rn � �® Q CV tic3 2 3 cc o .°° IS d i = ,c J Z' • Cc >+ o C CV c=) CV 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. 'S 7 �: it .r.r W !- o E /i a NO N 8 0 puu 5,0 C? � N O P �; ♦� W u_ LL J W a � 0.. r m z 4i o _ @ N (0 3:W c°�°'°' on W N r Z cc CN N Z Q M z ;a In N � o O U nwA Z 0 M � N M 0 00 N z o� < � J Z N N o � LL O-� U-) w �V) (10 c� ,yP A21 it t LL! J - 8 R Io L ) a M �® N 1 lill� o Z M p w Z Z J LL ,E y z o �� oQ� >m Zo E ow Ca iz ww 00 o Q E O ow -Z -, wo O y C a U .0 ow U Z �z � 3 . 2wLL gg az W dLL � 3 �w c� <1 OF Ov z1< O > LO J 0 N 2 LO Lo LO r co U) m N L (.0N n O LO T- T- LO m M co r o z jj L0 Z E T' �' m `m _ C E U 0 :3 a Q p JOB NO: 23-06113 SCALE : AS NOTED SHEET NO. WP1 -.T I r I 17 - - ; y --- -_._ -- _.. _ __ _- - --.. -- - - - -------- - ------------- _ _.__..- - I , I I I, r7 11,1111..1 1 i L d; 1.., i-1 1 .1,11 1 ni1.a-- 1 1 11 -- -- _ 1.r 1- -1T-7 9§9RMUMM9 Mounting Brackets 00 Gauge� 4-1/2'x 4-1.i`2'x2-12" 11 Sack Cross Support (Mjy be CUt tin W) See Nichoir Schedule RIght Bracket (16 Gauge) 1/2" N& A325 ITYP.) 0 14 Self-Dril ling A/C Unit Bottum Edge Hurricane Strap (Tyric,pik3i in front) Front Cross Support Self -Locking Nuts (May be cut tow) Left Bracket �%Gauge) JIMSel(-Dr[ling ScrevvsThru Brackets & BarkCross SupportInto A/C Unit Bottom Side (Typic& 3 each 51de for hurricane wge) m-41uiouch s. p-nuleL[ -tit 6 H.-I,ora-liar 11� =R.1" S.��X sisrholtble Wiploft "madit let, win V � Florida [)apartment of Business & Professional Regulation Building Codes and Standards ProductApprovall Application Detail Peg, i or 1 1211 &2021 0049 Enlity or Date Que 0.0 Pending Date MQ_. Manufacturer Contact InalnesT& Lixonao Validated BY Validated strummed FSCAnyroval Approve Status Asinn.. 020 S..a Vent Poduch, Inc, Michael Gmham H -as F No- P.E. L-A. Elowder, P.E 1211MO20 1XIWO20 12as/2020 Arp-d Ussery: Stru" ural Components (877� 441-8368 PE-W78 (334) 300-1800 SuIeCatei Products Introduced as a ReOUlt of Infglarrad-t... Na� Technology Compliance Madhod: E,at-tion Roport hom a Florida Registered Archrisci ora Licensed Florida Prcf,.lcQa Engineer FLOW24t$ products Quality Amrarn. Aporeyed for Us. Approved for Use Impact Design alai 1I.N1111tarm-N-1 Product Q-1i 'Joext Eirsaireflam Date in HVITIZ Outside liviliz Resistant Pressure 1 a , It 1 #154 510 D�.IFtI-FIaod.rdV.ntiI.tionV.ot 12JO11202 yas Yes NIA -1001100 2 S. it n I � - . vz Modal #1540 511 DIi.1 F-ttion Flood and Ventilation Vent 1201/2023 yoo Y.c NIA .10OA-100 3 smarrv. Moo, #1 40�520 Insulated Flood Ve' 12rW2023 Yes Yes NIA .101>1 100 4 Sm.ri t Modal #1540-521 Insulted Food V2 1 021112023 Y. yes N/A 100,1100 5 Smari t Model #1540�524 16goi Geroge poor Flood Vent yas �.a NIA N/A 6 Smadven Wo &1191540-570 WtodWdl Insulated Flood Vent IM11212 Wln[123 Yes Yes NIA +IODL100 7 14,5&quot: (3-go Do., Flood Vent 12/31/2023 yes 1. NIA I'VA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.g� I of 1 VIV21)21 **k9 code Emily or Data Data pg� patingity Dal. T".. Vardar Manufacturer C-ant", Engineer & Licasm, Validated BY Validated sutornitt,ol r0c Appri-I Approy status Revision 2020 Eircool Metals. Ino. Jas,m Shuhate Zachary R. Prest Locke Boedon P.E. 0611012020 OaMR12020 W2017020 10113/2020 Approvad Category: Rooting i502l 303-1511 PE-74021 (3341 a(K-laW 3ulbCateghuy: Metal Rooting J�hum.1,uppraxonst-M Compliance Mehod'. Evaluation Report from a Florid, Registered Anhiteol or a Licensod! Florida Proassional Engineen f L* 7679�KE Products Approved for Las Approyed Ilor Ms. Ini D.Won tle"IR "ber or Product Description In NVHZ Outside Hi Resistant P-i.r. I 's .1 =g :"" systa, ON 0 1 CONS , Q MC 15(taS; IONIC 1 OM 2006, 12131�2025 yes No NIA 101-180 OMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 .1 4 Code Entity a Date Data pato Pend no Date TV. V""i"' M ... "C"" Contact Eranantao, L Luens, Widid,ol By Validated Stutinutted fRCApproyal Ae,,-,l SAL, RI,ucn 2020 Theme-Th, corporation Steve Jasporson Lyrd.n F.Schrridt. PE. Rysn J. lOng. P. E. W1 5(2021 12/31/2020 0412=21 0610812D21 Appro,nd Cetagcty: Exterior Doors IIIIA) 843-7x128 PE.43409 tals. 7ST-6555 subcategory: Swinging Exterior Door Assemblies sItispersongthemalrituc Co"planCOMethed: Evaluation Reloca froms, 0. Feuds Fair] staredArchileal ora Ucansed Flods Professional Enillneor FL#20469-RS Frooduct, OtaxilwAssiumeria, A,,,,-d W Us, An-yed for Us, Imustol Deasho Son ",anter , No, producri 0-6.1i.ri Co. Dah, in HVHZ Outside lJVIJ Irs,10arit Press- 1 Fitze�rtsl,. ad SmeatiStar Nominal 6&#39 � 6quotImpaci8quot: Opaque Ox'12'26 No yao yea, WA Composit. Edge Fiberglass S.gl. D- (InswingiOutM' g: A configuratiort 2 b. Themna-Tru Filosr-0-ic and 6-th-Sal N-h.1 6&#W.B &o-tionip-Mourst: ClFaqua 12AI,7026 No yes yes WA C-p-slot Edge Fetarghiuss Single Door �im Sidellto(S) AD CA "OA0 config-tion ) 3 c.-Therma-Trui Fiber-Cimic and Smooth-Stor Nominal 6&#39:a 9quotimpact9quat� Opaque 12131,2025 No yes yes NfA Composite Edge Flerguis, Dwble Door with or thout Sidelites fl-wingi(Culseirg. XX orOXXO -figiiabors) 4 d. TNa-6--inj Fin-Cossia and Smooth-Sa, Nuff-I 8'0 8qutJmp.x1&,l Oraso- IMIr2026 No Yes Yoe NIA Comp.the Edge FIbOrght. Single D �In-lhglOutug: X turfigtnabsaro 5 Fibet,C) ... 1. end Smoolh-Sluer Nominal 8&#39:0 &qand;1mp1xx&qi Opaque iM112026 No Yes Y. N/A Composite Edge Fiberglass ishoo 0-ah Sdi tImwIhgA0uawing:X0. OXcr OXO configurations) 6 f Then -Thu Filbsn-Classio and Smoor-Sier Nominal "*39:0 �,.qudjmracl Opaque IMJ/2026 No Y. Yes N/A Conorcelis Edge Fib.,gls Doable Door ith or �Ithout Sidlik4s 41-ing/CutsAng, XXor OXX0 ocafigur" 'osi I g. Thena-Iru Piloat-ClasoLE and Srowth-Sts, Norni"al 6&#394 acrud;mp"LLquot: Glazed IMV211215 No Yes Yes WA Composite Edge Fibergsas Single Door 0mvAngfouteving: X a h- �- Tl Filb-Cloa,lo and Sm-dr-SI., Nominel 6&439:8 Glazed 12131J21026 Me yes yes N/A Cominceito Edge FlIpergasS Single D-vith 8id.11t.W (I-Ingious.ing: AD. C'Xo' OX0 o-figui "' .n.j 9 1. Therrani Flaer-Classic and Smoodr-Slitr Nomin a 69#U: aquarimpantiLqut: Glued i2J31f2O26 No Yes Yes NIA Como.sh , Eclat Fiber_ql so Double Do-Ith or 111th ourt Sid site, (I n-IngiCuit,,tting: XX or OXXO oxnngthrationS) 10 1, Therma-Tru Filb-Clessic and 5mootin-Slar Nominal 8&939;0 &qu*t;Impact&qco1. GI -el IV3112026 No yes yes WA Comp.11t, Edge Fiberglass Single 0.0, (Insol nglCuts-41reg: A conlonabi 11 k. Therme-Tru Filisr-Clossic and annoctri-Ster Nominal 8'0 &quotJrnp�oMq�ct; Glazed 12131026 No yen yes NIA Composite Edge Fiberglass Single Doorwith 5d.fits iln-ngiOut-mg: AD. OX .,OXO cqaihtu�,� " I -I 12 1. Therma-Tru Fiber-Cles5ii and 5mootin-Ster Nominol 68.#39;0 &quot:l`hpa"&qUot: Glazed 12131/2026 No yx,� yao, NIA Compost a Edge FlIbIrglause Doubt. D-lith or without Sidolit4s onwinglCutsaing: XX aO)Q(Q configuatians) 13 on, Th--Tru Fbe,C1,asil rd Sm-th-Stair Nominal ET" aWot;Jo;:srMxpox,.. Glexest 12131n026 No yes Yes NIA Molded Open Com posts Edge Fiberglass Single Door fln-inglOut-ing; A corligicoul-) 14 The-7ou Flipar-Clatsic and S.-dr-Suar 'smi a '. o� 39s 8qchloninesi Glazed iMIJ2026 No yes Y. N/A Mocha, Open p""'s", Edge Fiberglao, Single Door Hh G-ol Molded Open SidefKaf.) �J_ingfoutswlhag � X", OX or OAS 15 cu Therms-TrU Fiber-Clausic and Smooth -Star No'no.1 6&#39�8 &qud;In1p.d&,qt, Gsuaod 12t3JJ2M No Yes Yes NfA Mxad d Open Comp.sit. Edge Fibergi.. Double, Door volth or without Glazed Molded Does Sidelines XX Or QXXO e0ftfiguratiorI 16 p- Tte-7ru FIIb-OIi. and Sm_lh�Shs, Nominal G&#W:8 &rJuxa�Impect&qUot Opaque 12131f2026 No Y.o Y. NIA C-Posit. 2dxe Fibe'd.s. Single Do., voth Molded Open Sidellnels) lnwing�DVtSvArg: XO, OX . OY.0 -nfl'o .1hans) 17 q. Therme-Tro Fiber -Classic and SMooth-Staf Norolned E&#39:8 9quDt Innipad&quod; Opaque 12r3li2O26 No yes yes NIA Edge Fiberglass D.ho Deorlith or Coorsesno F Glazed Molded ()Pon Sioxifte. (IOWIMgIC�W14g: XX or =0 confourations) Florida Department of BUShTOSS & Professional Regulation Paget of I Building Codes and Standards Product Approval Application Detail Cod. Igurrity or cia. gas Date Pending Data TV-- Version Manufacturer cxardact Enui .... & License Validated] Irelidelad 9-braoiffint FRC Aratournoti As-, Status Revialon 2020 POT Indoti-li Jan% 13010I.-Iski 141ithril-Ditcle DOCO - CER Miaml-Do do BCC0 - VAL 11111F92020 lone=Q 11124/2020 Apin-ol Caa.g.ry: Rn.- Doors (941) 480-0100 (786) ma-25913 8.bC.t.g.ry! Sliding Exterior Door A.-Iblies jr.s-elfigioglibothIsmeac Cornpli.... loathed! Cortifia.R.o Mark or Listing am FL#261-"3 A..,,n.a Arowened for Us, Amamxed for Use 10i Do,im, San 41 Name Proxtud DastrIpIron Contract E""""T"' Data in HVHZ Outside HVHZ It.slaod Pressure 9 S 5 oll-iingis M.No limp.ch %Any Siding Glass Door o4lIV2021 yes Yes Yes NIA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project fbr which you are applying fbr a Category/Subc.ategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm lFiber-Classic 1 A. SWINGING aTru and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FI 20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psif 12131/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.71-38.7 psf 4114/2026 Pella Corporation FL2646 C. SEC11ONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248. 10 +30.0/-33.5 psif 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248. 11 +34.4/-383 psf 12/31/2023 D. METAL LOUVERED DRS Curries Divis !on of AA DG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1 537� 1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10120 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 612212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C, F IXE D MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/3012025 Pella Corporation Series 10120 FL6694 +50,0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5125/2031 D. MULLION MI Windows and Doors Series 5764 FL153512 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/3112023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.21-54.2 psf 7130/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 B, UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roo� POLYS11CK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918A - FL16918.4 NIA 9/91202G Florida Metal Products, Inc Vent RV10 FL21580,3 N/A 12/3112024 Lomanco, Inc DA4 Exahust Vent FL172021 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NYA 12/3112025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F, METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS'r DMC 175S, DMC 200S, DMC 5V FL17679A +01-180 12/31/2025 5. SHUTTERS A STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076,2 N/A 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL1 7869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A WOOD CONNECTORS/ USP Structural Conn, see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1 999.1 - F Ll 999.4 NIA 1,2/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Pmducts, Inc. High Strength Concrete Lintels FL1 774 N/A 5/2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite, 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Page I of 3 Building Codes and Standards i/2MO22 Product Approval Application Detail "K Cod. Entity o Date Date Elate Pend IOU Date T-e Versio Manufacture Contax: Engineer &Lict"S" ValiOaW ViI Sullornii Fad ApprokAl Approved Statu Revision 2020 Th.rma-Tru Corporation Steve Ja.1-sen Lyndon F. Schnnixl� RE Ryan J. I<Qngi P E� 0712312020 07M20G20 07f2912020 I OP1 a12020 Appl-wed Catagory: &tenor Doors (80o) 943-762R PE-434ug (813) 767-65d5 SubCategory: SWirging Exterior Door Assenriblies sJorsoersonathermatimuco Co "Hance Method: Evaluation Report from a M Florid. Reg sterad AtChted a a Licensed Florida Frexehaiorui� E,,giO-r 121.4=470,IRS Proft za. LLJ 2 Quality Asuramo, ADOMWdfbrUW A-vediturUSt I Dre,lor CL. 5 Seq 9 t1ld,01110 at Number or Name Product Description ContractEaurinstior Data in HVHZ Outtil HVHZ R iatan P'... IT- CL IT - I a "orm.'TL r. 'I ber-Classio and Smooth -Star Nominal 0'8 6rqurpt;Impact&quot Opaque 12)3112022 Yes y yes 1= Compostie Edge Fiberglass Single Door (I n sAg1QuteVAOS; A config-ii-) L4_ 2 b. Therma-Tru Filb-Cfassio and Smooth -Star Nominal W39:13 &9uotImparrt&qucd Opaclue 12J31J2022 Yes y as C= Composite Edge Fiberglass Single D Wth C*4 3ide,fit- (s) (ImsringiOutswinIr XO, Ox'or OXO C= -9Z C14 3 c Th.rma-Tru riber-Classlo and Smoolk-Slar oonfigunstions) Nominal W30;8 "Impad&quql; Opaque 12151=22 Yes YJF,4 �.': W Composte Edge Fiberglass Double Doorwth or wthout Sidelines (Inexmg/OutsvIrgk XX or OXXC, o' 4 d. Therma-Tru FI ber-Clasarc and Smooth-51tar configurations) Nominal 5&#'a() 8xIWt;ImpaCt&quot Opaque 12131 f2022 yes Yd= 9 NfA cg C' Composite Edge Fiberglass Single Door 5 e. The-Tru Fi b-Classic and (Inst,ingifOut5wing; X ovinfiguration) Nominal 8W$39;Q Squotjrrpact&quo� Opaque 12131)2022 Yes y yos CIA posite Edge Fiberglass Single Doxorsvill Sidelite(s) (Inra%ing1OutgWnl;L XC, OX or CXQ C= d-figuralusns) .00, -6 6 f Therma-Tru Flib-ClassIc end Smdoxpdh�Star Nominal 8&939,0 &q-tInnpadt&quo1,. Opaque 12f3112G22 Yes yes Yes N/A " = E Composite Edge Fiberglass Double DporWth or Cc wthoutSideliteas (Irswingi/OubirvVinig; XXor OXXO 0 nfig.r.b.n.) E: T g. ThermaJru Rb6i and Smooth -Star Netting 1 6&#3Q,,S &quctJmp:act&qudi Glazed l2t3l/2022 Yes yes. Yes NIA Composite Edge Fiberglass Single Door (I 'swing/OurtsvIdnit; Xperifiguration) 8 hu Thenni Fiber-ClasFic and 6mooth�Star Nominal dMati &qucx:Jmpact&quo1. Glued 120/2022 Yes Y_ Y.$ NIA 8 'ornipmtv Edge Fiberglass Single D-vith acholkx,�.) (InavonglOutowng; XO, OX or 0XO configurations) 9 i Thernia-Tru Fiiper�Classc and Smooth -Star Nominal 6&#3g,,8 &qvpt�fmpact&quprt: Glued 12131/2022 Y05 Yes Yes Ni Composhe Edge F berglass, Double Door Win or Wthout Sidel It". (Inevolng/Out-Ing, AX or OXXO cpnfIgur.tI.n,,) 10 1. Thermea-Tru Fibar-Classe and Smooth -Star Nominal 8&#So,O 41,quot'Impactilquot; Glazed 12)31/2022 Yers yes Yes NIA Composite Edge Fiberglass Single Door (IrImqJD.bssr,hgl-, A config-ril I I k. Tharma.Tnu FIber-Classic and Smooth -Star Nominal 88939,13 &qLhoTfmpxct&quot Glazed 1 X31/2022 Y es Y.& Yes N/A mposithe Edge Fibs rglass Sln gle Doc r vktb Sidelit"(a) �In.,Mng/O.tswng: XO, OX or 0XO Configurations) 12 1. Th.runa-Tru Fibea-Clasvic and sm-th-ear Nominal 8&939,0 aqUxxtJmPa't&qt. GI..d 12J3112022 Yes Y.. yes NIA Composts Edge 'iberglan Double Do- Yofth or Without Sideliles (maminq)Outswing. )O(or O)D(O co,figurati-S) 13 The-Tru Fiber-Cla-Ic and S-th-Star Ncmrn2l 6&#39:8 &qLcl;Imp2ct&quQ1: Opaque 12J31/2M Yes Yes Yes NfA Composite Edge Fiberglass gingiss DotorvAth &quoJ;NIon-ImPsot&q.cri Sid.lit.(.) (Imew . risli YO, OXorOXO -figurstions) 14 ri. Thetrim.-Tru Rb-CI-ale and Strin-fir-Sbr N.min.1 6'8 &q.ohIrhpact&qUc� Opaque 1 2J31 f2322 Yes Y.. Yes NfA Go mposta Edge Fi berg lose Dou ble Door vdh &qc.ONOxh-InnpaxpI&qu.t; Sidelites(In-Wrigi OXX configuration) Gal 15 o. Therma-Tru Filber-Classic and Smooth-8tar Nom M4�90 kuphImpact" Opaque 12J31)2022 Yes yes Yes NIA C.MpoefteEdge Fiberglass Single Door With "NorrImpaot" Sidelita(s) (I heamogfOutowing; XO: OX or OX0 opmfigurationa) is in. Tharma.Trut 'ber.Classic and Smooth -Stair Nominal 8&43SQ WoOmp.-tWol. Opaque 12J31r2022 Yes Yes Yes NrA Composite Edge Fiberglass nou his D= vailth "IN0xh-Impscd&qUot; SideIrtas�InsMrg/OuIsvAngi; OXXO configuration) 17 q. Th.-Jr. Fib.r�Chx.ai. and Smonth�Str N.miral 6&439;8 &qut;N.o-Imp.d&quaol:: Opaque 12J31f2022 Yes. Yeas No NfA com posit, Edge Fiberglass Single Door (Inswngi[Outa�ing; X configuration) 18 Th.rma-Tm Fiber -Classic and Smpoth-Star Nominal 6&939:8 &qucx:N.n-lmpactaquo,. Opaque 12r31J2022 Yes Yes No NIA Composite Edge Fiberglass Single Door With Sidi (Im"An WOui XQ, OX � DAD configurations) 19 a. The-Tru Fro-Cl.wic and Srn.olh-St., Nominal 6&#33,13 &quotNon-Impapt&qucx; Opaque 12Jal=22 yes yes, No Ni Compow. Edge Fiberglass Double Door vAth or vAthout Sklatites (InsviinglOutsvAng: XX or OXX0 contigurations) 20 L Therma-Tru Filber-Classic and Smooth -Star Nominal 8&#381,0 8quct.NImp@d&qUpxt; Opaque 1213112022 Yes Y_ No NIA Compenite Edge Fil-gilause Single Door I owing/Outsovingi; X configuration) 21 u. Therma-Tru R ber-Classic and Smooth -Star Nomina 1 8&#39,0 8quctNon-Impact&qw� Opaque 1213112022 yes yes No N/A Composite Edge Filb.,gl.. Single Dda.r Wth iinswi-giOutswng: XO, OX or OXO conflauration,0 22 v. Th.n-Tru Pile-a-i-ind S-th-St., N.minal 8&4�9;0 &q..t;NImp1&q..b Opq- 12W12022 Y Yes No NIA Composite Euge Fiberglass Double DoorvAth or withoutsidelne. (Iniv,MO910urtavong: )0(w OXX0 configunati"") 23 v Thcrrrq-T� Fiber-Cassip and Smcth-Stzr Nominal 0&#39,8 &quQtNpn-Impap1&quQt, Glaasol l21$V2022 Yes ye. No NIA Composite Edge Rberglasal Single Door OneWng/Out""n"; X corifigiuratert) 24 x- Tharma-Tru Fiber -Classic and Smooth -Star Nominal 6a#39.6 &quoJrNcn-Impsph8quot; Glazed 1213112022 Yes Y.S No NIA Conn its Edge Fiberglass Single Door xdth Sldelre(s) �fnsAngr?Outswing, XO, OX or OXO 0DIrlilglundions) 26 y- Tlen'12-Tra Fiber-Oassic and Sonceith-Stsir Nominal 8&930;8 &quopNan.Impact8qLoi; Glazed 1213112022 Yes Yes No WA Composite Edge Flb.rgi..s Double Door vAth or Without Sid.ittes (ImsringyOutweing: XX or OXXO .onfigiursil 26 m Therri Fiber.Classic and Smooth-Sbar N - minal 8&N-:O &quot:Norr-Irrrpa&&quot,Ga7ed 1213112G22 Yes Yes No NiA Composite Edge Fiberglass Single Dr (I nsw inglouls,Mng Xconfiguration) 27 Thentria-Tnu Filber-Clasaho and Smooth -Star Nominal 8'0 �quot,.N�Impaoctkuot; Glazed 1213l/2022 Yos Yes No NIA C,m "coolo, Edge Fiberglass Single Door with Sidolko(�) 0 raw niii ng. XO. OX or OXO wnfiglu"'hon-1 26 z1b, Ther.a-T,v Fiber-Clastic and Smooth-8tar Nominal 88#39:0 8quat;Non-firripacti3quort; Glazed 12131M22 Yes Y_ No NJA Composts Edge Fiberglass Double Door win or without Sidelit" (InswingfOutevving, )C(or OXXO configurations) Florida Department of Business& Professional Regulation regal a 2 Building Codes and Standards I &2D21 Product Approval Application Detail ;'QA Ernim or Date Daut Dare Pencift Me T".. Vusion M,nufatursr crtreact linuh-& License Validated Ba V hosted sudornitteal F9C A,,-1 A,-,,d Star,, R.vsk, 2020 MI Wlnd� and Doors BrentstAngtor Luis Roberto Lomas Steen M. Urich, PE 1=61202C 10106n))213 10119=0 1115Z2020 Approved Category: Exterior Doors �717) 365-33M PE-02514 f717) 317-8454 Subcategory: Sidling Exterior Door Assemblies ItTluirIgaIM-norard-c.. Compliance Islenhod: Evaluation Report from a Florida Registered Architect or a UoanSed F'rid, Pnofi,i Engines, FUH5332,L8 products QuallryAldiurino Approod for Use Appi for Use Impact Peahen il"i" Pr2;lldA 1110A. Number or Name product Descriplo it Dog I,, HVHZ outside 81 Resistant Pressure I SER!ES 120ALIIMINIM SOD SERIES 420 ALUMINUM SOD CAD 12131/2024 No Yes No NJA 145- 314&qiIot;x8O&q�ot NON -REINFORCED 2 SER 96 420ALUMINUM SOD SERIES 420 ALUMINUM SOD OX. XO,,O( 12t3l/2024 No Yes No NJA aeaquo"p"OlLquot; NOIN-REINFORCED 3 SERIES 420ALLJMINUM SSO REINFORCE[] SERIES 420 ALUMINUM SGD REINFORCED OXO 1MInO24 No yes No NJA 141 4 SERIES 42CALUMNUM SOD RFJNFORCED 8ERIES 420ALUMINUMSOD REINFORCEDOX. 1?J31f2O24 No (,a No NIA Xo' XX 96&quotO'9s`Lq'ot: 5 SERIES 420 ALUMINUM EGO REINFORCED SERIES 420 ALU M'NU " SOD REINFORCED XiG( 12/31.r2024 No Yes 'Jo N/A 14�quqt,.9sZ.qusi Florida Department of Business & Professional Regulation lt.q� i f 2 Building Codes and Standards 102021 Product Approval Application Detail am RiAte We [We Vat. Pimcline gets Tyle. Version Manufacturer C-ted Endism & License Validated 3v veilidated sittl1lifthd F$C Approval Aporo"d Rau Rovs1on 202Q wayn a-Dalon, a division of Ovenead Door 12.ay . K-I.h John E. Sutes JstfisyP Arl'ai Pa 10112M20 Di)aam2o 10r2�)2020 1211612020 Approvod Corporation (W)7133-812i PE-51737 (904) 821-52M Catagouy- FwatarlW Doors d1t."also-yn 0�daltph c Sectional Extearior Door Asoarntolies Compliance Method: E-lualion Report from a Florda RegisteredAre" itactors Licensed Florida Professional Engineer FLOS248-iii sarextuas 0-Ift Assurance Ashor-d forr Us, A -max! nor Use Inumact Detail - $all 9 _P1t=,llu111r 111111 Product Description Cphongt Firtilratlen core ]i HVIri Quitelde HV Resistant Pressure 3 �r .1 105 9&93�; Me. Ldth. 14&*T;, Ms. holght. Clurg 1 2131r2023 N. Yes yes 31.001-35,00 avelfeble in top 10 8009/410018200 #1123 16&#39, Maxm4th, 14&#og: Max height. Glazing 1V3112025 No Yes Yes '30001-33.50 avvilabi. In top ', Irtermediato socienr It 800018100/8200 91124 16MS Mo. "idth. 148#39: Max1reight Grazing 12)31003 No yes yes -34AN-2�13.30 available in lop Of Intermodish, Section, Florida Depaittment of Business & Professional Regulation Page 1 of I Building Codes and Standards 1 W021 Product Approval Application Detail Code Entility or PM Dal. Date Pondii Defle mm Version Manufacturer, Correct V.111dal 15� Validated sbrohill 1`5CAmanoxal Asion,reel Status Rewsion 2020 Conn.. DINIsion .1 AADG. Inc. To. Raday ILL LLC Troy ftho p. P-E. 12JI012020 12joing2o 12MM20 Approved Category: Extonor Doors r4l� 494-2811 (954) 947-C&SO SuscCanegory: Exterior Door Components Compliance Memodi Carliftsieft Mark dt- Listing On FL#1 1531-148 !dAmcits QuallwAsSurance Approved tior kiss Approved For Use III Version 9-# Product Riedel, Number on Us,, farindiut Q.-Isith- contrast E.,"'Aler, net, In HVHZ Dullard, HVHZ R.ivat,mt lanussure I COT. 707, 727, T47 757.777. and 847 Singletird Pairs of FW'bL Gli . and L.-d -gi-ol .fir. I IM112025 Y�' yes yes N/A 11.11 hafloxv mened doortu Florida Department of Business & Professional Regulation Fn.1 x`2 Building Codes and Standards I F�2021 Product Approval Application Detail C.d. Sold, posts Deds cars la-cloct Ded. TV-- Ver-Ahar Manuffacture Contact Emaintur & License Validated Bv Validated submitted F5C Aia-M A-ho.ad Status ReAsm 2020 MI VVIhd-a and DOom Brent 8111reixir American Architectural Steven M, UrIsh PE I lA7J2D2Q I 1117M20 W2712020 Approved Category; Wndows (71 T) 365-3300 H-Whir- Asa.d.tiOn (TIT) 317-8454 SubC.11.0ory: Single Hong thalUrgevarni.d.c.. CoMplian" Method: Cenhilaton Mali, or Litsing Quality Assurance Approved for Use Aderro,eird for Use larmurax Dresian Sao A pM Model. Number., Namm Product Description CoqLrac=J,2n ruee In HVFZ outside HVIJ It"Istant pressure 2 6 52'72 Fin/Pargo, Frame IGISG Single Hung No yes No 601-60 L.rnli Glass Cn -Cu a) 2 C:)- CD_ = 0 0 CU U) CD -0 0 070-0 = 0 L CU I = 0 .0 -1-0 C13 U- %4.- 0 CU > W - Cn 1E 0 E L_ C2 0L_ la CU -0 I10. -6-0 U) < Z Z W =I E -4--o =:3 (D cin M > C) > L 0 L. -4-aaall 0 0 U) cn =:3 F- 0 L_ CC W < _J CL SHEET NO. PA 1.0- 11 1 , i I I - 71T IT r- 71 it 1 -1 1 1 1 1 r __ I r_� -*--a C_ I — U) M CD 4"' Florida Department of Business& Professional Regulation Page 6 of 9 Florida Dapir rifirrient of Business & Professional Regu lation page I of 1 Florida Department of Business & Professional Regulation p.g. I al Florida Department of Busii Professional Regulation I'Age 1 of 2 -0 0 > Building Codes and Standards 10,2022 Building Codes and Standards IFJ2021 Building Codes and Standards I B2D21 Building Codes and Standards IS2021 = _0 Product Approval Application Detail __ - Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail . " = (3) CL 0 a) 0-0 L_ I � - �� ------ - - 1111"g-l-, "K --,. P ... 11 - L � -- 7, - ""I ,�' code Entity Date Date Date FenOna [)are I I'll ��'__ I 11, - -_ � y 11� = ICU -0 0- Tyne Version Manufacturer 9 Contact Eno !near &I-icerise Vailderted 5 Validated Submitted Ftiur Appricl Approved Star. Code Entitir ,, aga 21, Dab Pieridim, Ral Code 9mity or PAI Dal a Drathe pending Pff± Code ZW2 vitraid. Entity or pat. Data DIV. Pending contact - .. Validated UK Valis,t,s] 4aider,disal FRC A -,,I Date A --al Slaturs ' -I.- a) . a) Rervis- 2G2O The—Tru Corporstion Sb J..P.— Lyndom F Bob mid-L P E Ry.m J. King. P.E. 1 0)0712021 09il W021 1011 3M21 12M512021 Approved TM vidsion manufacturer contact Enall & Lot— V,lildithed By v,ilootw submitted FBC Approval ApproVed status T Vendor, 14-f-liunar Concept E,,-,,,r& License V,Iid,t,d W V.ud.t.d sudisfirt.if FBC Aduproyal And,," status E5) 0 - 17) -= Category: Erlerrior Dip� (800) B43-7628 PE-43409 (313) 7B7-6555 Affiffination 2020 PrT Industries Jam R.-Al M.mimD.de 3CC0 - CER Wemnl-D.da ISM0 -VAL 1110512ON 11YO512020 1111 V2020 App,-d R-f- 2020 MI Wird-i and Dp.ra Brent Sidings, American Architecture 81-D A Urich, PE 10]GE/2020 1(loffn020 1G11BM20 Appromd RsAeldn 2020 Mi Wind-s and Do., Category: Windows Rentatfinge, Am.dc.n Arobilbacturml Sta,an M. Urch PE I 1122u2021) 11122Y2G20 � 717) 365�300 M.rulataturars Association f717) 317-8454 11,2MO20 proved Su IpCatagi Swing ng Exterior Door Aseem b4cs, sjosperspri@th 9 miatru, co Category: Wind ,a (041) 483-0ii)() (766) 315-2590 Category. Windows SUIcalegort, Horizontal BMW (717) 365-3300 Msrul�ctdrsra Assodistion f?i 7) 31 r.8454 bat1hg.,A_mh.-nJ- Subcategory: Rxed Ps1tIhng,rQmIm,d.... (D —0 0 Compliance Method: Evaluation Reportirom a m subcategory: Single Hung Compliance Named: Ceddlumon Mdra or Listing JrPswskl@p0ndusffiorrc .m Compiler" Methet Certification Merk orr Listing C-pliam. Nfl,+Pd. Curfifidedon, Mark cr Listing . -0 Florida Registered Architect ora Licensed Florida . 0 - = C: O _a professional Engineer FLWD8-R28Pr.dIu,t FL*15351.91 Products FLA153,10-R14 Products - L_ a) FL#20461-R7 Products atieUdy Assurance A,,r,-d for Us, Acut-ad for Us, Inifided Ession ApprovedporUse Appli for 'Jae ciesign Impact seeit Prod"t Model, Number Nam Product Descirlantion Contract EXII)IF111.11 040 In KVHZ outside KVHZ :W CD . .r. ` 0 0- = O = = 3: Quality Assurance AthrundivedforUsis Appro-diflet-Lifire Impact Deakin $00o _ pdl�l ll,:_l �N�,rfidha me �� Product oeseptlon contract ExyLationDale it, HVHZ outside HVH Resistant Pres"Unt San # F,,dd,l Numbararlear". C'=Aasdra=!1 product D-ptiatkarn �Wudldlr, Date in HVHZ Outside HVHZ Resistant Fire- or PW 7�.t, 72 lne,lttt�d No Yes . No -601-60 LJ 0 LL. - S-Q1 4 Prod uct Model, Nu m be r or Name Prod uct Description Contract Expiration Dart 1. HVHZ Outside HVHZ Resh.lant pinespsure 2 1, ch, es 'L. d .' Vinyl Single Hung Wind,, 07)30=5 yes yes Y.� N)A i HS 186 Fin and Fiting, Ismems 7542 lreulef.d CA- 02J100241 No Y. No -551-55 1 185 Glass 04/03/2023 CL M Co = - - -4.- CU 1 a. Therrind-Tru Filder-Classic and Smooth -Star Nominal OW0398 8qkupt;Non-Impadh&qUci; Opeclue 12131f2022 No Yes No NIA .E 1= "_ 0 Co > Composite Edge Filbarglass Single Door M C%J - = 0 SL) -0 2 b. Thernme-Tru Isber-Claesic and 8mooth-Star (I ray-gl0diewing: X configuration) Nominal 6&#�9;8 &quctNcr-Impac4&quct; Opaque 12131= No Yes No NIA 4= .!2 cc fi-- E 2 Compositardge Piberglass$inghe Doorwith C1*J u) fA a) t_ (3.) Sidelies(s) (IneWnglOutevAng. XO, OX or OXCr -em C, 7 cc U) .41., CL comrfug.r.t.n.) M 0, W CU 3 c Th6rma-Tru Fificar-Classic and Smooth-Stor Nominal 6&939:8 SuluctIpon-Impace8l,quot: Opaque 1213112022 No Yes No NIA 3: — -= M 12 _P-P 0) c- . r Fiberglass Composite Edge Double Door Wth or C2 .5! t = �- = U) < Wthout Sidelites (Insamlig,lOutswrig; XXor O)= :P. 4D = = -0 . configuratens) _J '= CJ . 4 d. Therm-Tru Fibe,Claas. and Smooth-Sta, N..inal 7'0 &quot:N.r-lmpadt8qu.t; Opaque 12,'3112022 No Yes No NIA M Composite Edge Fiberglass Single Do. 1- 5 a Thermus-Tru Fiber -Classic and Smocith-Star (I swinglOut-ming;Xconfiguration) n Nominal 7&#39,,U Muotplon-InTpact8l,quot; Opaque 1213112M No Yes No N/A 11, > i5 .!!! - Net, .0 45, = C ,ompozifte Edge Fiberglass single Door with . != W Sideiii (Inst-AngiOutswhill: XO. OX or OXG "00000'. --ne, = - .12" 6 f. Therma-Tru 'Iter-Classit, arid Smooth-Staf ocrifigurautQns) Nominal 5&#3S�0"Non-Impact&quct Opaque 1213V2022 No yes No h0A Florida Department of Business & Professional Regulation page i dl Florida Department of Business & Professional Regulation Pagel &I Monde Department of Business & Professional Regulation Page i .fv, ft t Composite rdgelelperglass Single Door Building Codes and Standards IIN2021 Building Codes and Standards tWO21 Building Codes and Standards 1AV20" I (Ins,mrig(Outswulfigh X configufartiuril 3-' 7 g Therme-Tritu Fber-Clea�i� and 6-th-Star Nominal 8&#3g;0&qvot;NQnImpact&qu# Opaque 12131=22 Composite Edge Flicerglase Single Door �,aith No Yes No NA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidelite(s) (Ins%mngl`Out�ng� XC: GX or OXO ��111-'_'"��-'� 11'�"'IfA�gjmx'__� �'.__13 ��,��,�e",�,�,11,�,,�-�t,��l-'��'i."-�,��,-, - _ - , " '� ,.--- -Zf, -, = "t " "'-�r�--"�.,-,��.-",.A,�,;�,----,--� .... .. e'�----- f � t,'t . � , . u,"t � g .- _',�- - -'! "Pe"p�l,5��'�4- F - -'�fnu,'F"" '41� , , , x 6-mna � ,' ` - - � � , _ , - � , " ��. k � � , � I 11 , 1, - 1, 11 . �� L7 I '1__11 configurations) 8 h, Therma-7ru Fiber Smooth Nominal 8'0&quct;Non-Impacd9quot; Opaque 12/al 12022 No Yes No NA -Classic and -Star Compoelte Edge Fhtsargla� Double Door with or 5. "'-' .' , �""Iri"W-".' �� , �.,�r�,�,,�.��,�",'-,�"..'��,��,��j.,,,,,,,�,��, _�'��' �.A'-' - ,�" r, .� 1'11111"��'i �' � __ - "*-4 MR,, R ROVie .'' 4, V � Code 1111112 2L 2" a" Date P,suin, net- I 29" Eatili Date Data Date Pautdina Dat. � . I � � _. I - - _. I 9-096 Enut, cr Dal. Dal- Dat. Parolm. am - 4 without SkInfites (IhswingfOiut.-Mrg� XX.r OXXO I Type v-ein 14-thed-ir Counitatl gimi-er & Ude ... Veldatyd Dy Validated Sulurri FDO Apip-A Arup-ed §L4111E T".. Version M ... f-burer Cd,4.qt Encirniah, 41, Lk ... a VelhilaI ley Validated submitted FSC A-ra-I A -rear, litwi 1"'I", version Manufacturer Conrad Ethel- 9 Lee- Validated DIV Validated submitted FBCA=M.l Aptuo,aed Z= 9 I. Thefma-Tru Filber-Classo and Smooth -Star edrifiguratlond) Nominal 6'8&quwt:NonImpadi Glazed 12fal i2022 No Yes No NIA Affirmation 2D2O PGTIndualrids Jer, Rose-Ril 1,11-i-Dode RCC0 - CGR MNmi-r).do RCCO - VAL 11MI20N 1905)2020 1111112020 Approued R-mon 2D20 Mt Wind- and Doces grant Stinger L.Ie R Lomas PE Steven M Urldir, P9 1pit)(312021) 1PI06?2020 it)AW2020 12115)2020 Appr-d Affirmation 2D20 FIST Industries J.ns R-ski Wslmh�Cdde BCCO- CER Mi.mi=C.cha BCCO - VAL 1 1,05r2020 11105J2020 1111112020 ApPr-d Compoeite Edge Fiberglass Single Door Cat.fifia,yx Wmdd.. (941) 486-001) (786) 315-2590 Cadoiraiy! Windowa �717) 365-MO PE42514 (717) 317�8454 cat.g..y: Wrd.'ea (941) 466-0100 (706) 3l5-2590 (Inswng(Ourtswing; Xconfigutation) Subcategory! FI-it Iroso,�nkfi@pgrindtiarleaP subcategory! Mullictis tositiflngerCrit sithcatagaw: murions Imaw9kILDIpgundustites d 10 j. Therma.Tru Filder.Classic and Smooth-Stgr Nominal 5&9,39;B"Non-Impach&quot Glazed 1213112022 Composite Edge Fiberglass Single Door with No Yes No NIA Conipflartnifil,thed: C�rtdldation Mark da Listing .in Compliance Method, GnIvadon Report front a Florida Registered Architect dr. Ucen-d Florida ComilpJancts Method: Cadifi�tlon Mark or Listing � om SIdelifte(si) (InawnglOutsoAng: XG. OX a OXO F L*U3-RZ4 Product � Professional Engi-,r Plul"141131'rotiliqA I I I k Therma-Tru Fiber -Classic and Siniouth-Star configunputions) Nominal 6'8 &que�Non-I mpact&qucxt Glazed 121�012022 No yes No NIA I Quality Assurarece Addr-d for Us, A,D,df,rUs, ],,act 0-lar IF L*1 SM3.415 Products I Q,,Ut, A ...... A-p-d To, Us, Agcr,-d for Use Impact Vered., Z Composite Edge Fiberglass Double Door Wth or -5-4 Product Model, Number W Name product 0 ... im,fl,irt cenimacl 4.1,41- Dal, in HVHZ Ouitsid. H R'.19-t presnins 4"A Product Model, Number or Nam. Product Deserlptloii cDmrao Exulidlen Dam, it, HVHZ Outside HVH Resistant lor.... WithoutSidelleeslInswingfOutswing XXorOXXO 5 PW-5520 it". Missile Impact . . Vnt,l FI.sd Wind.-. 0413OM25 Yes yes Yes NIA Quallti Assurance Acarevad for Use A--,d for Use Irmsfiffit flaiii- 1 Mu IN pro for All Door. .a d Wind - Adninu. Willors, 0512&20213 Yes yes Yes N)A surfigumflons) . 8-0 E,QduGt Model, Rumba, 01111- Product D-ription Comul��n Date it, KVHZ Quitheld, HVHZ R.'statell P,,,d, 12 1. Therma-Tru Pild-Classicand Smooth-Ster Nominal 7'0&quot'Non-Impact8quct. Glazed 1213112022 No Yes No NIA 2 5 04 Vertical Aurninum Mullion No Yes yes WA Composite Edge FlocislitasSingic, Door (InsanAnglOutswifig; X configuration) 13 m. Thermo-Tru Fiber -Classic and Smooth -St- N 7'0&,clu.t7,N.n_Irrp--MquaL GI-ed 12131=22 No Yes No NIA C��irdal posits Edge Fiberglass Single Door with Sidelits(s) OnswirglOuUuMng; XO: OX or DX0 Ponfigurati-) 14 n. Therma-Tru Fifloter-Classle, and Smectli Nominal gi &qu.t;N.r-lmppdtep.ot; Glazed 12J31=22 No Yes No NIA Z Composite Edge Fiberglass Single Door (Ins,anglOutswing; X configunation) 15 o, Th.rma-Trui Fiber-ri ... ic and Stricarth-Sts, Nominal 89#U;O &quottion-ImpacAquot: Glazed 1213112022 N. Yes No NIA Composite Edge FiberglaseSirigle D-r Win Sidelfte(s) (nsWng/CwtswnrX0 OXcr0X0 Florida Department of Business & Professional Regulation Page 1 df i Florida Deparinnenit of Business & Professional Regulation Page 2 d2 Florida Department of Business & Professional Regulation F ... 3&4 16 P. Thernia�Tru Plipar-Classic and Smooth -Star confligurations) Nominal B'0 "Non�)mpact" Glazed 12i3112022 No Yes No NtA Building Codes and Standards IMIZ21 Building Codes and Standards IMMIMM21 Building Codes and Standards 316)2023 Composite Edge Fibergi ... Double Do., Will or without Sidehtc5 (Inewing/Outswing, XXor 0)Q' ,O Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail LU configurations) 17 I q. Therma-Tru Fibei and Smooth -Star Nominal 68#39;8 &quotNon-lmpad" Opaque 12f3112022 Composite Edge FlicarglaseSingle Doorwli N. yes No NIA " �,. - 1111',:��' . . ' ... '10 -1 9 �' P __ ORM - � 111. '_ �' 2N -IL "'n''�"oiv�q�" �""%;�"'-' - - i1ol."14 �iK el, - Ali� k", '.'.'V'V1" : '�% k, � G� 'S I , , 0 �' "�,�� f" " �� WK%V�' , , , , "�, U g ilw�,cr��' ��l�'-��"" I M , Transom (InsWrigiOurtswing: = configuration) .. -9 J � - I � 01 , ke" "I I., - ,.- is r. Therma-Tru Filbar-Clessic and Smooth -Star Nominal r'8 &quotNonl mpact&quot. Opaque 12,S112022 No yes No NIA Code Entity . Det. Dal. Qaue Pending Da. �P& entry or out. Dart Ideu, Peri R& Code Elefiltv or Date Date Daps P,,di,, [)Me C-p-ill. Edge Fibergi-s. Single D-4bh Sidslit.� end Tran... (lAng/O.t-i.g: O�XO� 01OK or OtOX0 configurations) Ty"'s Vemlon Manufacturer Fiato 20" James Handle Building Products. Inc, CnrdW Erwin- & Lwars, V-H-pfilrd ft, Validated submitted FBC App-1 Apparcrecul Status Chad Clarets V� Ardr- Ten John awthard. P.E. 011051202i 12fi4M20 0110sJ2021 ding FEC Appr. T'.. versus Manufacturar R.'Aaam 2020 Aside Culageryt Pend C-9.1t Enarnaar A Lt.... V,Iid,t,d W Nick Thompson Lyndon F. Schmidt. R.F_ Ry.n J. King. P.E. 922-2389 PE-4340S 767�555 Vaidifishad Submitted FRQ Anine-al Approved st-tus 02,15M21 02P=1 02,"2212021 04M W2C21 APP_d We- Version Manufacturer Reo �in 2020 OAF Category. Recent; contact Entun- & License Validated 5, Velidated submitted Fac Ainers-1 Michael shot R.1,arl hficatiln.r, John W. Kn.,,,A,h, PE 1211912022 1 2M 7/20 22 12/20f2022 (81)0� 766-3411 PE-59166 (954) 7T2-8224 A,F,,,,d Met- 02/0712023 Approved 19 9. Therma-Tru Fber-tClassio and SniPatli-Star Nominal 6&039;8R.qu&.Non-Impaot" Opaque 1213if2022 No Yss. No NA Category: Panel Wells �Wg) 545-H59 PE-816*2 (352) 367-2528 W.Id (330) (813) Composite Edge Fiberglass Single Door with fitubCategory:Schng dh.dxLrdks�am-h.rdI Subcategory; Soffits n1h-pa.@.Isd Subcategory: Asphalt Shingles metish@gralf- =I Sica,lr*.) 0-Ang(Out-ung: XO, OX or OXO Compliance Method: E.Id.b. Report torn . scom, C-tal.h.. Method! E�a..ucn Report from . Compflaince fifiethod: EvelustIm Report from ii Continuous Head and Sill c5rifigurstlaria) Florida Registered Architect or. U.-cl Florida Flocide Regist-dArohitact or. Limm.6 Florida Force Rql.t.ned Architect or a U-sed R.rld. 20 t Thermai Fiber-Classle and Smooth -Star N ..In.1 8&039:0 &q1$dt;N.n-Im)MPl&q.d1% Opaque 1213112022 No Yes No NJA P.fiiI Engineer Pr.fietasforal Engineer Prcrfsaak,rutl Frion- Composite Edge Fiberglass Single Door with Sic.lit.(.) (Ins,vg/O.tawn� XO. OX or OXC, FL#13192-RD product. FL015=45 Products FILM1111124,03 PredUous 21 u. Themins-Tru Fibe,Cl . . ro ta nd S.-th-Star Continuous Head arrid Sill configurations) Nominal 6'8 &quot Nor-Irr'lidici Glazed 1213112M No Yes No NIA QU?JttY Assudampas ApproMforU.s Aodrov.d for U. limpaa Design Quality A-rance A,r-sd for Use Ape-itill far Use I -rot 2tatial 0L.IllyAssurano, Approyod for U- Arl for Use Impact Design Composite Edge Fibergalas Single Door with sea A Product Model, Hurriber or Narme Product D-dittlo contract Expiration Pare Iri FVHZ Outside HV4Z Resistant Pntvaurs 9-4 # Product Model, Numnit., or Name arodua ne"'Ipbor, centered ftirall- We I., HVHZ O.t.1d. HVHZ Registrant Pressure 4 - # Product Model Number or Nam Product Description Contract Expiration Dale in HVHZ Outside KV Resistant Pressure Sidell Qnst-A,glOult�Wrig, XO, OX or OXO 1 C.mpl.rk Led Siding lib-c-itt I.p siding 1MI/2023 Yes yes WA N)A I a. &.quot;2T"uoL Soffit Vent or Solid Vinyl Soffit 12131r2023 N. Yes NO NIA 1 13AF Asphalt Roof 81,ugl.s for use in FRC noR-HVHZ Filbagins, reinforced lt-taud� laminated 5-tab and 12il6n025 No Yes NIA N)A Continuous Head and Sill configurations) 2 H.rdiaPh.nk Led Slourg llb-c-itt Ittp siding inlnV3 Yes Yes NIA NYA 2 b &qu.t,AIanr1 T4&d.pt; Suffit Vent or Sold Vinyl Spiel 12i31,2023 No Yes No NJA lurladl.flare h,p/rkJg8 asphalt shingles 22 �. Therma-Tru Fitisr-Cl-sis andSmooth-Star Nominal 8&#39:0 &quol,.Non-Impdst&quvt: Glazed 1213112022 No Yes No NIA 3 c. &qu.t;GfilIb,har vintage Befiaded&#30: SoffN Vent or Sold Vinyl Soffit 12131r2023 No yes No N/A I Composite Edge Fiberglass Single Door with 4 d, &4d.t�l)5&qudA: soffit Vent or Sold Vinyl Salt 12f�l= N. yet No WA Sidelibe(d) (In-AnglOuttawng. XD, OX or OXO 5 c 'qu.,�Clb.ata, D.kgq..t; sort V.nt.r Sold Vinyl adflit I V31,2023 No Yea No rIJA 23 w. Therma-Tril Ploer-Classic and Smooth -Star continuous Head and Shl configurations) Womina 1 68aitei);O kquot Nor -I mpaut" Opaque 12131/2022 No Yes No NIA 6 t &qu.t�Stufarr 8P.a&,..t. Solid Vent or Sold Viryl Soffit 12)31M2� No Yes No NIA Composite Edge Recall ass Door Panels vath Vented Sd.libr(.) (In-Ang/O.It-fifig� X*� XKX or XXXX configurations) 24 x. Thema-Tru Fibe,-Classioaand Strooth-Star Nominal 8&#%;C 8,quot'Non-Imptaottfiquot, Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Door Penelswith Vented 0 �delite(s) (InswilplOwbawng. Xy. X)(Xor XXXX configurations) 25 y. Thismin-Tri. Fib-ClassiP and Smooth-Sibir Nominal 6&fiy39:S&q.,d;�NImp.ct&li..k; Glazed 1213112022 No Yes No WA Cent Edge Fiberglass [).or Pifin.l.vath Vented Gdeliel(a) OWnWtDuts�' >0( )O(X,Pr)OCO( I Florida Department of Business 9 Professional Regulation page I all Florida Department of Business& Professional Regulation P.2.1 at Florida Department of Business & Professional Regulation Page, I cfl 26 z, Therma-Tru Fiber-Classi-nd Smooth-Ster config urations) Nominal 8'0 aquotplon-Impact8quat Glazed 1213112022 No Yes No NIA Building Codes and Standards lQ92021 Building Codes and Standards I r'.1021 Building Codes and Standards 1&1021 Composite Edge Fiberglass Door Parielswith Vented ScIelite(g) �Wng.tOdtswihrfig: XX. XXXor XX)O( � Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail counfliguratlons) __ 11 � I'll _" - __'___ ,-" - 0 "'� "', '; ""�':� -_-��-oir- 4 -- W_!""- , , , tk I N. t' 'u'w"'.k n'�' 'F R " - - - - --c "'�e'k I ._ft--w- - - s� '��;'�.__%" -1111, 1_Z�113__"_-'c� '� 'tg'jh�g, fll_''��' __ , - -, __', � , �� , '�' - �ft-.-��.-,i,�-,�-�,,;��,-",-,�I _ _ I 10 �'_' 1-7; 1_11__.11_ - ' "' - . - .... ... - _11_1_ , --- _o_ - - - ------ !-i�-' - - -, dw -" - - "N"' � 27 za. Therma-Tw Fiber-Cla�ic and Smoth-Star Nomirisl er&09;8 &quot:Nop-Impcsot&quot Glazed 1213112M No Yes No NIA Composite Edge Fib.rg less Single Do., with 38#39; 0 SideIW5) On5winglOurtawng: XO, OX a OX0 r .",,,,,' �� ml I - . - i ps __"' '. 5�M',V,�"-'%07 I I 'NFTW��" I - __1 1.1---,�2P��W��,�-�,.��--�l.-- N ,- I I- " ,-, 1, " odrif,guistims) Code Eflit- Us Data Dat, Pendina Date Code Entity or Date Dal a Us perldna ofit. C040 En f or Der. Date me Reading Date 25 z1b. Therma-Tru Flb-Cl.sei. and 5-th-Stit, Nominal 68039;8 &qUonNon-Impad&quat; Glazed 12t31/2022 No Yes No NIA Ts". V ... cu, Manufacturer Contact 1�rutlruufir & UF .... Validated a, Validated submitted FaCA_I A-po,yetil Alawl TVD. Varalca, Manufacturer cdanect Endin- & u-mr, Validated By Validated Submitted Fact A -left A,,,,,, Status Type Vomlon Manufacturer carried Rnth.- A Lt... Validated By Validated Submitted F8C Apl Apprevad status Composite Edge Fiberglass Double Door Will Ri ii 2020 TAMKO Bulding Products LLC Kerr! Edon Robert hienihien John W, Knez:oAch. PE 10/0412020 09f2MO20 10)12(2G2O 12115/2020 Approaed Ra,A�Idrr 2020 L.V. Thompson, Inc, clea Thompson Architectural Torry Chrldmen Zachary R. Pried Steven W. Urich, PE 09/1712020 09116f2020 QW=920 12J16J2u2o Appmaed R.,,.Idn 2ON Ficuld. Metal Produals 1". Clark Jores J met L Btuckel, P Eu@ Sus- M. Urilh. PE Daz7n020 09r25i202G 10c,4=0 1211612020 App-d 3&A3S;()ScIo1mea (I nwngiOutswng! O>C(C Category; Roofing �417) 824-5644 PE-55166 s54) 772-6224 Metal, Company iTANC 0) (813) 2441-34515 PE-74021 i?17)317-8454 Category; Rdofng lN4)783-8400 C2UCK Engines miii (T17) 317-8454 2.9 zQ, Th-o-Trui Filosr-Clatizic and 5mooth-Star wrifigiatwn) Nominal 8&.159;0 8iquoLNop-Impaqt&quot Glazed 12t3l/2022 No Yes No NA SaidCategary, Underlaymems k.m_.ddn@annk. parn Category; Roofing lanyaguniet'locrimid.nn S.ItC.t.g.,ir: R-5n; Acce-riss that or. ad sAwk(Priffam-com PE-31242 Composite Edg. Pjb.,g less Single Door with S8#39: 0 Compliance Method: E�IhUeticn Report forn a SafieCategary: printing Accessories that aren Intagni Part ofthe Roollng'%yStent Integral Part ofthe Roofing,Syglam Compliance Method; E,.Iu.ti. Report from a Sidefite(s) (I mawinglOutswing; XO, OX or CX0 Florida R.,patd Amfilft.et .ra Licensed Florida Compliance Method: E�huatidn Report from R Fields RegistaredArchtect dra Licensed Fiends 30 zd. Therma-Tru Fiber,Classucand Smooth -Star Ponflourations) Nominal 8&#S9:0&qUct;NonIMpzd,t&qUot, Glazed 12J3112C,22 No you No NA Profe.i.nel Engi,eer Florida Registered Arceltectora Licensed Forida Professional Engaeer Cornposibe Edge, Fiberglass Double Door wim F 1.4112328-fifia emd�cule Pror-ion @I Engineer Fu#21$s"z Products 384,39;0 Sidelittas (Iru.wng.O�tswing; 0XXC Assurance Atter-elforUg, Am,,v,d for Lee& buteact Vae-oken FLi"5916-Rul Firuchuch, 1 31 ze� Theuma�Tru FrItter-Clasax and Smo.th-St.r confIgunabon) Nominal 7'0 "Non-Impact&qucIt; Shaker 1213V2022 No Yes No NIA k9l Product Model, N-b-fil.m. ,.Q,sliN product 00-ii,ti. miregit Qvir,11- Data i. HWZ outside HVHZ Ifiesistom pnessure Quahfity Assurance App-d for Us. ApI for Use Impact Ditsial Se" Product Model. Number or Heres, Quality Assurance App-et! for Use Asquo,sal for Use Produtut Dosarlotion Corthsal Emirelion, ", rkVHz outtsidit HVHZ Impact Deslem R,,I,t,,,t Prose., Ssrie. C-posit. Edge Glazed Flb.rgliaes Slings, I TAIAKO Roof underpayments (HVHZ) Roalunderlay-le for us. In F2C, HVH7 0612912023 Yes No NIA N)A a--# Product Model, Number or Name PrPdact Deactinfis Coesur.of Egoinallon 549 Is HVHZ Causid, Fr,fFIZ R.sistaret Pressure 3 3- FLAMCO 4quet:RV10 Ridge Vend&qlld� Aluminum Ridge Vent$ for etched recta fablicated 1213M2024 No yes No NA Do., y�Ath or witti 1'2 Soelle(.) Jurisdiction& 1 TAMCO Flat Top Off-Rdi Vent %,Ali Baffle 1Qr no 26 gc. tri,pulo-f-rilled-rith bathe OeM/2026 yes Yes WA WA ft.. O.M'Attlirin- (IneWngfouttawring, X, OX XO or OXO configurations) 2 TAMKO Roof Unde"cruts (NC5lq-HVHZ) Roolundledayments for use in F2C, nw-HVHZ 06/2MG23 No yes N/A rI)A 2 TAM00 0ooseaeolkV.M 26 ge. 09/09M26 Np Yes NIA -QI-52.5 Jurisdictions. 3 TAMCO Of -Ridge Roof Vent Yjth Battle 20 ga. state r.fvebl1I.tpr�fth integrated belffl. 091080026 yes Yes NIA N)A 4 TAMCO Round Top Off-RMC Vtritwith Baffle for Tile 243 ga- state rool'yortilater wb baffle 0910ib'2026 yes Yes NIA NIA Florida Department of Business & Professional Regulation psQ.1 .ft Florida Department of Business & Professional Regulation page I of 3 Florida Department of Business & Professional Regulation page I aI Florida Department of Business and Professional Regulation Building Codes and Standards 11`7=21 Building Codes and Standards I'V21321 Building Codes and Standards IW2022 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) , , gtp 'n'-�'�"'a'- , . p , ut"!'- , k '_' ,,,, r , ,--;- g"gft'2_-'- gi - - ;o �' 'g" FR-IN, ',',,',',,"",,",, "I I I �' - - ,110 L. 9Q_d± Tyne VerrAcn Manufacturer Entity air Data Dal. Date Pending Data conLaut luate.- & License V,N,W,d 8, Validated Submitted Fec Pownt A-sed status Code Ty", vitrIsloan hileriarfmw ... stair, .' C_t.et Fauinear 9 1.1- Validated By [We Date Date Result- Date Valt"d Submitted FEW Apare,el Avancived Status Code Iflyiet, Versho Martiffactivnit, endiv or Dale Data Date Psliallma Coal End- & Loan. valthaped 11, VaNdauad submiltsd FBC-App-al DWO Appre- Saw. FLN62S9-R31 R.,is ion 2020 Lomand. Katrina Jolley Jamod L Buckner P E St-M Uriol,.PE 1412312020 1112MO20 11�29n(Gl) ding RBC Alper- ReMelout 2ON R..I Roofing Ard- R.bi. IAPINO urffiomn Evaluation Gary Va. Walker 11103M20 iVOM020 11W2020 Appr-d Rev,sien 2020 Globfid! Protection Products, LLC- Tim Robinson Wall., A Tlit J,. RE John W. Kfieze,Aph. PE OW812020 M812020 1010112020 l2Jl6f202Q Appro,ed (D Code EntAy. o Date Dat a Date Date Status Category: Fooling (501) 983-6163 PE-�1242 (717) 317-8454 Ca1,eg.,r_ R.Onfif (801)38D-609i S,Nh- LLC. (205) 854-0160 ce,tati Gh&sr% M54� 6139-7545 PE-"167 (950 7T26224 . _ lype Revision Version Manufacturer Contact 2020 POLYGLAW USA Maury,Alpert, Engineer & Validated B _y License John W Validated Submitted Pending, Apgroved Approved 1MSf2020 10i'22J2020 FBC 12/15/2020 SubCal.g.rr. Roofing Accessories that ars an Integral Part ofthe Roofing Systern Co�lianc.M�Qd-Evllultm,�p��mg kidl.yalonnericedern Subcategory: R-fn9T!I- rompliamealafted: E',flual. Repp'tfirems Product E,oduction Entity RobirtAitchanairdil?bore.co Ill subcategory! Storm Penels C-pll.. Method: Evellifidle, Report tom a fim,obfin-@,gppe.u... in Category: Roofing S954233133OSmalpertapolyglass.com Robert Nieumillen Knezievion, PE 91i Florida Registered Architect or a Licensed Florida Rorda Raiii,thered Architect or a Licensed Florida Prof.eslored Engineer Su ItCatego ry: Underlayments PE-591 68 (954) 772-6224 11MV202D F"cifessim.1 Engineer FL#i77QZ*6 Products FL#7399.RlZ Producti, Approved for Use Approved for Use Implorl Cost= FLIN15076 As PFodud Compliance Method: Use impact OM-9 Prdd,ot Model, fietuarlider or N.- Inteahud Cle-10- C '!��a 1, HVHZ Outside HVHZ E4" P.a.". Addr-selfoirUse Attars-1 for use impact 0,al,fin E Evsh,hation Reportfrom $a- a Prinfuct M,dW. Nuartur or Nam. QuallivAssfurando Approyeal for Ust Approved for Design Product Wedrinficut Contract E-Ircti- Date In HVHZ outside HVHZ RQs5tant Puessuffie 15 S .... y � Shaide. State. Country Slate, Split ad E,,gINh Tit-tph & I-p-st Fiat Profits - Came." Cc 12f3112020 No yes f WA Aillut Product Model. Number or Name , Product Description h, HVHZ outside HVHZ _.!V�drhi Real.tant Pressure a Florida Regir.teried 1 D,,,k-kal DA-4 or TRI-130it 1)c,k,A, DA-4 L- Profile. Polypropylene Peafid, R.ofV-0 1211W2025 No Y. No �97.51-97_5 17 Saeory 900 - Sheds. Stake Afirrip: sell Sh.ke Flat Proffie - Shakier. CA 12131,2020 No Y�e WA NIA 1 20 Gage Gd-l-d State Storm PelsMVHZ Corrugated 0alvanized Steel slorm panels retained 12J31f2023 Yes yes Yes NIA -*--a Architect or a Licensed Florida Professional WcuainfoalryAtte,hed to Plywood Deck. �8 8...y 900 - state Sh.k. Sa.N Split Broke a S...y 700 - 6h.k., Slate �,.asrp. Solt Sh.ke Flat Profit, - Rialto, CA 12nlM20 Flet Profile - Stockton. CA 12t3112020 No yes N/A WA No yes 14 A NIA 2 24 Gage GeNtanized Sted Storm Ps,dsMHVHZ .r,.t by 1-1k, 1. Provide larflo.n. protection Corrugated Galvanized Steel Storm Panels retained InIM23 N. yes yes N/A =3 (D Engineer 20 S.-y 700 - Sh.h., stood &.amp; Split Shuk. 27 Toles E.pltrat I Be ..I.. Fiat Profile - MO., CA ,2 11 High Profile - Katy, 7X 1 '2211 =20 No yes N(A NIA N. yes N fA NIA or not by packs to prwide hurroahe protection (D FL#5269-R31 Products 28 VIII. Lo,,, P,ofil, - Katy� TX IW31=0 No Y,t' N/A NIA = 21111]"_Awatam 6111i .001AM APPLO-d -for U so im-pact 211lign a (n 9--(L-# Product Maoist, Number ou-N,firre. Product Description Contract Egmirmight In HVHZ Outside H Resistant Pressure Dart, 1 Polyglass Roof Underlayments Roolng underlayments 1012IM22 No Yes NJA 41,11W-622 6 M 1 Polyglass Roof Unclerlayments (HVHZ) Polyglass roof Underlaymerfits for use in FBC121MC23 Yes No NIA IN"A � HVH71ur.dicultords. > 2 Polyglass Roof Urderlayments (non-HVHIZ) Polyglass, roof underlayments,for Use n 12J23i2C23 No FBC n.n-HVHZ jiuritsidlotion.. Yes NIA -N/Af-02Zs . M 0 1 Polyglass Roof Underlayments (HVHZ) Polyglass roof Underlayments for use in FBC l2J2ZV2023 Yes No NIA N/A Florida Department of Business& Professional Regulallon page I of I Florida Department of Business & Professional Regulation P.a. I dfl Florida Department of Business & Professional Regulation page 1 of 1 L_ HVH7 judsdiollons. Building Codes and Standards 1126M22 Building Codes and Standards 117=1 Building Codes and Standards V712021 > 0- 2 Polyglas, Roof Underhayments (ncxrrHVH��) POlyglass r0of turderlayments,for use in l2i2W2023 No IFSC rwnHVHZjidH.dIctIdrm. Yes NIA -NIAM322�5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0- I Poiygliuss Roof Underlayments (HVHZ) Polyglass roof underlayments for use In I`BC1X2W023 Yes HVHZ jurisdictions. No NIA N/A 0 < 1400d'Ab0Z ", 11 " R � 101pa 01 , � , , , ." �' I is IN, - A �W"`_ 2 P o ygi ass, Roof U n d erlaym ents (n on -HVHZ') Polygl ass roof u rid erl aym eribs, for use in 12=1023 No FBC non-HVHZ jurisdictions. Yes NIA +WAI-622.6 Code Type Version Manufacturer Entity Date Date Date Penclina 2a Cc ntfict Engineer & License Validated Validated Subrin [tied FEICAppro,ral Approved status Code ium Version Manufacture, Drility or Conrad Erspirefir & Litem Validated EW " PAt Daft DabaPondina 2n Validated Submitted F11CA-mi'm Apaidaed $term Code T".. Vienumn lbullty is Dale 0010 Date P.11dim E,,i,,,, V.1hpated Suilonnitued A Dale L. -4-0 1 Polyglass Roof Undedayments (Hi ldoly�llass roof underlayments for use In FBC1212=023 yes No Ni INIA R-Ision 2020 All Arrisurdar Shdtt.rs.nd Glass Like Bamfui Frank L Bernardo. P E Troy Bishop, RE. 10/28[2020 1 Oil C12020 1110512020 1215i2l)20 Appr-edl Reydflon 2 = Alpine M..,t L-le ICC Eval-flon service, LLC William M Raneri, RE 10/3112020 1 W220020 1 11UM020 lV05n020 Appi Manufacturer Rs�a.n 2D20 �omme,dal concrete Pr.dU0u.lncL & Liders, Validated By fBC -vat RcoortOrna Samuel A. G-berg John Holy I 211 612020 12il6/2020 1212an020 A-m,ded Mat., ding FBC App,. 0 2 I Polyglass Roof Underlayments (non-HVHZ) HVHZ jurisdictions. Poli roof underlayments, for use In 12J2312023 No Yes NJA -NIAI-622.5 Category: Shutters SubCategorT She" Panels (561) 712-9882 PE-0046549 (954) 947-0880 miked@allamericanshutte Cst.g.ty: 5trutil, ... I C-p-ttrua Subcategory; Truss Plates (321171C�3377 (407) 681-1917 s1swis@aliPnaftw.c= Category: Structural Components Subcategory. Products Introduced as a Result of (81 S) 659�3707 PE-34245 052) 586-531 i p,speagat.roy.th-c- =3 FBC non-HVHZ juritarlicticure. Compliance Method: Evaluation Reportiroma Florida Registered Architect or a Licensed Florida -Dom Courephan., Method; E,a.atsn Report inc. . Product Evaluation Entity Nam, Teurriciogy Compliance Method: Evaluation Reponfirom _0 Professional Engineer FLA1B99-R7 Frediumbi a Florida R,gI,ta.dArohfts.t-a Licensed 'Ichrie, Professional Engineer 0 FL#1 788S-n Propluchii Quallep A. -re-, Appr-al for Us, Appr,s,d for Lie, In'"d D.algn FL#1 7744116 Firod L_ S.q 9 Prod J.t Made], Nuumbefin or Nam a QualltyAssura= AmproyfiiulforUse ApprowditorU Impact Design Product D-.,ipti.n Contract Expiration Calm in HVHZ Outside HVHZ Resitilan Pressure S-49 Product M od 01. Number or Name 1 17W BOG/Alples Higher 61-lith tH &-p: S) Pr.d,,t D..curlpfilan Contract 11"firalign Q_ft Matel Connector Plate 1213IM24 t, HVH OutsideldlVill! Resistant ppittisunt Yes Yes NIA WA Quiptine Ad--, A,-,d for Us, Ade-al for us, Impact cosiont 0- 1 24g. G.Iiziad St..I Storm P.mals 24ga Galvarlded Steel Storm Panels 12(31/2022 Yes Yes Yes NIA 2 ITW BCGIA4N. Fln ge Rate metal Connector Plate 1213112024 Yes yes NIA NIA S-49 Prediddit Model, Munfiber or N.m Product 0wription C.Mract Expiration Dato In HVHZ ougeto Hy Resistant israeurym < � 17W BCG"lm Truox 4 tTVV RCGWpi. W wtal Connector plate 12(3112024 Metal Connector Plate i2131/2024 Yes Yes NIA NuA Yes Yes NiA NUA I Querty Precast or Commercial Concrete Products "peat and Prestressed Concrete Lintels 05�25,2024 N. Yes N [A NJA a) U) i M 0 M = < 0- Florida Departmend of Business &Professional Regulation Building Codes and Standards P.geZV2 30.,023 Florida Department of Business & Professional Regulation page i .ft Building Codes and Standards 0412021 Florida Department of Busiii & Professional Regulation Building Codes a red 1. W Ill rds Page I cf2 9121Y2021 —0 F— Product Approval Application Detail Product Approval Application Detail - Product Approval Application Detail 0 L_ - � - �' I LL �, I'll, "I ... I 9� ,- I � ." 11 � " I � I a , I . - __ L I - - - V� W = Code FnIJN or Us Me i0slidated Date ptendin. Mt. code entry or Dete Date Date Pending 242 Code Entity dir Date Data Date pirridum Au L. Type Vareks, Manufacturer cca,tact Enriln-&U-nds, Vall By S.1stiltitac! FIFICApp-I App,.,.d Status Ts., v'ri Manar'splurar Cordfict E.W.- & Licen.2 Validated By Validated 8111F.Itted FEC Acteroval Asteroltsd statrus 7,nue Venters manudauther. Cent.ct Endinver & Lt.-.. Validated 3� Validated submitted FBC Ade-al A-d Zda � a Rc,A�n 2020 W-flak Inc Category: structural Comp.sm. Fnn Walden ;CC F-lit all- service LLC ICC E-1-tion S-1i t952) 898-8G35 LLC, DIA1312023 1212012022 01/03n023 Aup-d Revision 2020 Weyerhaeuser Category: striticard Compondrus Rod Mdvifn ICC Ea,lustion SeNce, LLC Iten Lanne, P.E. 02102M21 I Oft 3r2O 20 OV031202i App-d (253) 924-6475 (606) 839-328a Rdbartesld,�,n@%yer. Atlianatter, 2020 Alpha Aurmnum, Inc. category: Panel Wells Joe Sava Luis R. Lomas ,qu- M, Uricir, PE a011 509-2008 PE-02614 (717�317-8454 11/iRW20 11/16f2020 11120=0 App-d! < a) Subcategory: Trusa Plates Method; Evaluation Report from ,weldenornii.d.rn (2G5) 599-9801) 11.1scaeg.ry: Erigne ... d Lumber Complifilles Method: E4huafldn Report from a .... r.... SubCatugury: Soffits aIph.,tI.mIn.ml'd�.h. 7' compliance a Product F,alu.fien Sitity, Product E,alu.11- Entity FLNEaUl-Ril Products Corribilarte. Method: Evelush. Report bern a ;Iand, ReglateredArchitact or a Licensed Florida Professional Engineer a oem = __J PLA2197,11110 Products < Ukaity Assurance A -yes! far uso Airtrf-d far Ust, impact ce.l., Quality AsykAl Attict.teed far Us, Ancrovad for Use Impact lliatill FlutelOW-IR6 Fir.dudis I 1 $..O Prtd,ol Model. Nuariber or Na- Prtadusu, Doadd,ticrt Contract Expiration Date In HVIiZ OnAsida HV Resistant lartactire, fied it Roduept Model. 11-t-or Name Product D .... leti. Contract Emil osh I. HYRZ Outfitid, HVIN Resistant lentsesure Quality Assurance Approved for Us. Approved for Us. Impact fiestas _J 1 M15AHa I 8 ga. high strength truss connector plate 1213112024 yes Yes N(A N/A 1 Iddroll.. LVL L-1-tadV ... a,Lunucal 03131J2023 No Yes NIA N/A §29.9 Product Model, Number or Nam Product 12-6,110, Will 1, HVHZ: ounaus HVHZ Re -11cm a- 2 MIBSHS le ga super high strength truss connector plate i2ill/2024 Yes Yes NIA NIA 2 Fear- Pet ' Tarre.rS,end LSL PandlelStrand Lumber =Mnan No Yes NfA NIA Lerril,tified strand Lumber 03,l31/2023 No Yes NIA NIA I Alpha Aluminum sold &amp: Vented AluminiminSaffill AIphsA1umirUmSdIhd&zfli Vented AJ..Jnu. ]Tf30/2023 N. Yes No NIA 3 4 Mull is M718HS Is ga. mass Pon-clorplate 12131=24 18 ga, high strength tru-naecum plats IV31t2024 Yes Yes yes Yes NfA N(A 'VA NIA 4 TJ Rim Board Structatnel C-p-1t, Ludee- oriented strand 03i3l)2023 Yes NIA NIA No QMU & Wood Soffit/ CMU &drnp� Wood I SHEET NO. 5 MT20HS 20 ga, high strength truss connector plate 12n1,2024 Y_ yes N (A `VA do rd Rim Board 5 W.yd'h.L.o' Rim Board .11,nied Strand Board Rim Board 03MInC23 No yes NIA N/A 6 TO a, MT18 I 8 gat. truss connector rillit. 1213112024 Yes Y N 1A N)A 7 TL�0' MT20 20 g. truss portri'dour Plates 12IS1,2024 Yes yea. MIA NIA 1 I I March 6, 2023 PA 1.1 I -4--a N Florida DMiartment; of Business & Professional Regulation Page 1 Pi t Florida Department of Business & Professional Regulation Fsasi ae 1 Florida Department al' Business & Professional Regulation Poo i .11 Florida Department of Business & Professional Regulation pogo i al1 Building Codes and Standards Building Codes and Standarde 0,10=2 Building Codes and StatRtlerds en v2D22 Building Lades and Ste rdards e114m22 b V V � 0 Product. Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail VLJ � , . ,. aw ,.v r, a r. C '.4 .. ,:>,_. .n s-. a i. ::a...q+Y, «-. ,,.s�v a�m.-'r>..� ...: <,_,.. _'-.r$, , w , : .. Po e[..rr•N®.zr..r�x'n mY?.'n:.a:.'+r...x..m,-.,.`_s.., v.�. t.. ".:..+. eY.k"' :,'.r''"..7.. ,t=. al'�,r a,r✓. .' . .. . __,_ _..,.... m,.a,.... .,ma....f.., 1u.. 5, r. tn x .r>..'r.,. h.x :3,<.,e.. xS . ...'. _tt rer. .� s. 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PE, LLC Robinson MsnuhwwyrAwoostlon (661)W"466 OTM4l202D OT11412020 OF/22/2020 Approved Anrmapon 2UM Pals Corporation CoNaay.Wndow► Joe Heydon III window od Door James L Budrner, P-E. � Robinson Menufaa nrerAsmristlon CISUCK Englneedrg OTM4/2020 0711402020 07=2020 AppmoaN 020 Attrition 2Palle Corporation Joe Hayden Sonal Nbmen School T.E- Lunn, PE, LLC C"Oer.wmocrs Rbbfwn PEh1135 (661)W"4af 07n4n020 OTt14r1020 o7122n020 nApmoed �'I•/� •� }� (3 ) BubC.till Single Hung CHUCK P41 i 8214MM (561)4a1AWtl BubONgary.&tole Hung M41)621 40M BubCatysy: Flood (641)01.5= (551)491.9927 6abCaNaorlr. Fixed (641)8221 Scoo Compliordw Method: Rei9R from ) ` �•J �R Cn Canpganas Method: Cwthoislon Mark w USOng Pensprodwisepnvvscoe Contplioase MrAhoL- CorMbaQlon Mark w ustmg PoloprodW(apPWWhoa la-0. cPnplion" Method: Celiffia w, Marko Us1Ng paRaprodmt0pwonabe ls.ebm E✓olueBan It pollspodudopproYalIMpe Horlda F4ngl, - Amhladkwal-son-dFronds, Ilaocrn ICU N win Pic lord Erfglneer \.! 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Hung Whelow 081221=2 No YM No +401-40 1 SWID 10r10 VIV sew Mndow(90r X 76-) UTM&2032 No YM Ye me+25-25 ND +2gh26 or 1 YM Vole � O L� 2 er Swiss Por s 10120 High farmenoo Sings Hung Vlrryl High Pme erbna Wrote,H2naTwln 0e12ir2027 NO Vet ND +5D-SD 2 Past 10 Sari" Single Hung Wndow 54'x90• Mnyl NonFknpset Single Hung Widow OTfflKt22 NO We, No +461.0 2 ser"10120 M,,,4 Bast werdew(108'x III 0705=2 No 108erles Flange Fixed 10 Series Ili' Flarge Flied Vdrldav 0&2w031 r7k �� S Conrd.sbe (72' x fIS11T] +40f-40 3 4 Pets 10 SWIM Singe Hung W ndow 59' x Or Vinyl Nandnpslx single Hung vVYWc OTIOBf2@2 UYMW2022 NO No Via Yes No +60A.6p No +SOr-90 S Series 19120 Ylrlyl Fund W Irvbw (BO'x ti0') DI No Y06 No+bN-g0 C O O SedwiCU2081rngle Hurg Mrryl Single Hung TH0 Conpoehe(10i'x7r) 06l1&7027 NO Yes ND Post 10 Series Single Hung Window 46'x7r Mnyl Non•anpabt Single Hung Window FLMS"18 Pmdureri - T! 4 9 80,1-1=0Singla Hung vh,,4$Irgl. 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EBB[ D6 0-a alto Palms as TV" Wtaen VISMIlbet.re common Ennineo&LMMa WhttdELY Wlidaled suamitto FBCAowi Approved ochre Toms Version ManuYoumt ygi Ena nwrIs LiMM WIWtWav w6e lidslashed FBCAeerewl Ayg!¢nej amg wgipn Manuhature *.-Not Esulmw&, Lim". wwtw widFMd Sr¢mit¢d FBCAperwal AAopty Afirmade n 20M Pala Owporadon Jos, Harden Sends Wlmlwr sat Door James L AU& *,, P.E. =14/2020 arm 020 0712012020 Approved Aermall 202D Poly CwPors on Joe Hayden awx2 Women W. Soh-11 r, P,E. T.E. Wnn, PE, LLC (17M412C20 OTM412020 071200020 Appmo:ad Atir-W. 204 Palo Corporation Jw Mgden Boll W ndorrshd Doo, Jame L Buckner, P.E. G 0771412020 07114=0 07/20I2020 Apgmad Categar)F Windows Robinson MmuffiGase,A5mp0lotion CRUGK Enghnearlrg cohowye Widows Robinson PE-44135 (661)tt26'B455 ';"sty. Exxvior Doom RObinson ManUfMWAsmby6On CBUCKEngtneenrg BebCoel lP llabodd 811dw (641)821 Moo (581),6114190 BabCdpay, Hortenmel Slldr (641]a21SW6 subCn1gl.. Sliding EM@nor DWA.smbla M41)B21-B= (551)49141627 CaroplonM Meshed: CarpBgdlpn Mark o, listing peleprodtxdoppronaps Campil.- Madh.d: Evaluation Repot from a Pellepmoduclopproveldpe Complionps McDrl: Card lore Mork w Using peUapoOustoPpronl®pe Ils.00m Fonda Rtglstabod Arohieot or a License' Florida 119.00m Ilacom FIMI1614V Products Prpfaselpnal Englner FIda6464t19: Produeb.. fgaUkAeM M Aewmgd fee Uea Aam 2 ftLU Ufa IM= 21do - 91Mgh[AMJBOra Awx4Nal for Use A■erovai rally imost bid Protest Moil. asunho a, Names Piedust0.asried Contrast Exeiretin Rids Will Outside HVHZ Meisbnt Ensue OWIstykao, rat AoorovM kr Uae Aoorasd ra Uea 111. Basin AgE Pmduat Modal. Mrmho o Nerw Prat Dordoien Ce.trao 6xekalyn Oslo MR outside HVNZ lboimot Wrsurr 1 Series 100 SIIdIng Window Mrryl Bill Weldois PX W X0, 7'SUTK60') OW2P2025 No Yes No +30130 a_a Emitted Model. Murals, artists "WiD.edetran Control Exshalbn Oats 1.ti outside HINGE PA.10ma PlasfaN 1 SenealWAi2681dingGls.Dwr %1WryI7fsnal 40)r Signs QM Door (Wxso-) 11NOI2D41 No Yoe % +215125 2 Sanas10081Idng Window %hryl Sllding Wlndow(OX orxC, 73-1/2'x361 OW81=13 NO Ye me 4.3636 1 Swiss 108116ng Windex Sodas lO VIV Fanged SlHug Windows 0&2&2051 No Yes No NIA 2 Says IWOOM6911ding Qlow Door MW eIrgle Ponal I Tm Door(Skielge,34.1&1a• 11=602022 No Yet Ne +idow S Sides 10120 SIIdIng Window VIV Biting VArldow(1(GX, 1087x 8P] OWT0023 No YM No +swap x81-if7) 4 Seres 1=0 SIIdIng Window MMA 8sding ww" NOX, 108' x 3" 1XIM 2023 No Y. tie +se,35 9 Swiss, 101206 ending Ulan Door Vinyl 2410nol "OK'SIIoing GMn Door (T+r Aal 10W&2021 No Ya No +3'Jf35 4 Sees 1N401268I1olIng Glass Door P..dere VIV Staple Panel Food 10'DoW (Slehalls, 47.JRx 02&2022 $6.1R•) No Ya No +25425 FIAdtAtJNS 9MIstrAarraMe Aebrevad for Use Aserored nor Uea !a9w Des of aafi p Prided Mudd. Numb, ar Name Avdeel0..odMiot ColimadE pkats.n nob In HVHZ While HVHZ IYayynl Pom.p 1 Sens 160 w EnWmpeas MAverM SWIM Gyms Door %AV2-Pinol'OKI gliders Goss Door(35.1fr W2402031 No Ya No +21P-25 23-irn 2 Swiss 1M or Eroon b- WAwml811dlrg(Rau Door Veyl atom Panel Fhmd'C' Dwr(SNNhe, 3SVrx 021641032 No va No +4Cr410 61.112') a $rlos/Saw EstunPow WAWn6 Siding Glow a-, VIPyl 24yn.1101P Slldlrg Glass, Door (77 x82') USIM022 No yes No +36f36 4 Bala 1$9 or Emaw peat orAvant SIIdIng Glass Door Ybryl 8egy Panel Fixed '0' Door(SHalse, 47-1rrx 020602032 No YM tip +25.23 96.1R� F1.11211,1114111 Proarab 9LY@tl AmM1nMi Aeaavad r, Use AbgM% d for Uas lmom codes AMR Pmdm Model. Ntaeb, is, Mao. Phidworliseciatim eastraet 6 airabn Dew in ill OutsMs No asaldent 1!!!!Ut! 1 SWIM ISO wac ."" orAYanS$Ildlrg Glass Door MrrA 24W Iel'= Siding 3MM Door @W112'x. OW2412031 No Yet. No .21 93.112-) 2 Santa IM w En MS WAvsn68ildig Glass DWI VlrrA Single Pawl fixed -a-Door(awao,.-X&JR-X 0211612032 No VM No +401.40 61-1f2-) S Sam: 19D or Enoom"M orkJam $ndng Gsas Door Nng42fleral=' Sliding pas Dew(77x 82•1 OW412032 No Yes lib +3636 Ermmpsas orAwMalMhg Gbw Door \AV Single Paul Flood -0-Dowf5bola, 47-lFes 0211012082 No YM No +W25 96^1129 Cn L (D ICUC.10 o 0 CL o Q Cf) -�--� ICU (.� m � Q F-- O L L W� =� a z� ia, z a J d SHEET NO. March 6, 2023 PA le 2 l ---T- TTfI i - -F-_ II - 7-- ----F +-r U OSimpson Strong -Tie 2020 FBC Approved Products updataa,zraorzozo Simnson Stron�v Tie 2020 FBC Annroved Products Dpdated,2r�orzozo $idmpson Strong -Tie FBCHApproved Products updaed,2aorzozo Simpson Strong -Tie Tiet2020 FBGHApproved Products Updated,2rsorzozo � Q O O For direct links to all 8ST approvals Ilsted belove, C ICK HERE- For tnkstoall6sT approvals belovd, GLIGKHE E~ lost ng ^ .. . " �- C L.L a For additionalInformation regarding Florida'sStatewide Product I n F eve uc Approval System and Miami -Dade Count eg. 9 PP SYs, Notice of Acceptance hJOA, G CK ri ERE. Y R ( ) � o Far additlonsl InTamation regarding Florida's Statewide ProducrA royal System and Miami -Dade County 9 9 PP Ys ,Y Notice of Acceptance(NiLtCK. HERE. P ( } a For atldlCWnel InTormatior, regarding Florida's Statewide PraductR royal System and MIamI-Dfltle Count 9 g PP Ys Notice of Acce ranee NOA .CLICK HERE. Y P ( ) - For Information regarding Florida's Statewide Product Approval tom and Mlaml-Dace Count e4 9 PP � Notice of Acce ranee NOA CLICK HERE. Y P ( ). FL#2355-R7 FL#10446-R6 FL#10456-115 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-518" to 3- N 9116" and heights ranging from 4-5116" to 11". Concealed flange a)0 U Sea # Product Model, Number or Name Product Descrintion Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (H USG) available for models having width equal to or ." 1 O _� 1 Titen Stainless Steel Concrete & Masonry Screw (TTN-SS) 1I4" diameter Titan stainless steel masonry screw 1 A21, A2$, A33, A34, A35, A44 Angles 1 BT, BTB, BTH Brick Ties greater than 3-P116". co L Q) 2 APA21, APA4, APA@, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14 CMSTC16 Coiled Straps 12 US series hangers Face -mount hangers available in widths ranging from 1-718" to 3. --- - - 0 0- f C) 3 AP844, APB44R, APV666, APB66R, AP868, APS58R, APB1010, AP13101 DR, APVB44, Outdoor Accents Post Bases 3 C514, CS16 CS182 C520, CS22 Coiled Straps 518" and heights ranging from 9-114" to 16". _ Q FLV9589-R6 APV644R, APV666; APV866R, APVB88, APV688R, APV81010, APVB1010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU325-SDS, LGU3 63-SDS, LGU5.25-SIDS Face -mount hangers ICUO t� j 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6. Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU26, LU28, LU21C Face -mount hangers ICU O Sea # Product Model. Num ber or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP SWd to Plate tie 15 LUC26Z, LUC21 OZ Face -mount hangers p, _ � Q 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2,5A, H3; H6, HTZ, H16: H16S, HI6-2, Hle-2S HurricaneTles 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to-" N � L Q 2 SD9112. SD9212, SD10112, SD10212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL@, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-15116" ... _ (n Q 3 SD9112SS, SDU12SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGUS.63-50S, MGU5.25-SDS, MGU5.50-SDS, MGU5.82-SDS, MGU7.00-SDS Face -mount hangers .++eCIOy� �- 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-Cf Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1 5, HSS2-2-SDS3, HSS2.3-SDS3: HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- ��r v SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST21 HST3 HST5, HST6 Straight Straps V8" and heights ranging from 6-15116" to 19-112". tL a 5 SDCP22434, SDCP22512. SDCP22614, SDCP22700, SDCP22658, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z: CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ. HTSQ20KTZ Heavy Twist Strap 20 SUR. SUL; SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from I - 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9/16" and heights ranging from 3-1116" to 13-314". o 7 EDS25112; SDS25134, SOS25200, SDS25212, S0825300, SDS25312, SDS25412. Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4; FC6 Framing Clips 15 LSTAR LSTA12, LSTA15, LSTA18, LSTA21: LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double ll jC SDS25500; SDS25600, SDS25WO 14 FWANZ Foundation Wall Angles 15 LST149, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. cu cu c 8 SDS25112SS, SDS2520055, SDS25212SS, SDS2530OSS, SDS26312SS Strong-DrNe SDS Heavy -Duty Connector SS Screw 15 GAi; GA2 Gusset Angles 17 LT620, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16" t 9 SDWF2716, SDWF2720, SDVJF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2:5T, H8, H1CA-2, H10S, H14, HGAIC Hurricane Ties 18 LTS12, LTS16 LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2.5/8" to 11.114". .- cc cc FL#10007-RB 17 18 19 HCJTZ HH4, HH6 KBS1Z Heavy Concealed Joist Tie Header Hangers Knee -Brace Stabilizer 19 20 21 MGT MST27, MST37, MST48, MST60, MST72 MSTA9, MSTA12, MSTA16; MSTA18, MSTA21, MSTA24, MSTA3q MSTA36, MSTA49 Medium GirderTtedown Straight Straps Straight Straps FL#'t0667-R6 a>t m eCC a 20 1-80, L50, L70. L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model, Num bar or Name Product Description 21 LCE4 Post Cap 23 MSTC4883, MSTC6663 Pre -Bent Straps Sea # Product Model, Number or Name Product Description E 1 ATR318, ATR112, ATR518, ATR314 Threaded Rods 22 LS30, L550, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- ego 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATU09-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS3O, IVTS30C Medium Twist Strap 11S" and heights ranging from 7-118" to 30". ca 3 BP318-2, BP1/2, BP112-31 BP5/8-2, SP518-3, BP314, BP314-3, SPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ26LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ2IORZ field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA2x10-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW318, CNW112, CNW518, CNW3/4, CNW5/8-112, CNW3t4-5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56_ LSSR210-2, LSSR410 Field Adjustable SlopeabletSkewable Hanger 27 RCWB12, RCWB14 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24", 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTILi CTUD87, CTUD88, CTUD97: Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in wdths ranging from 1-112' to 3- CTUD98, CTUD99 27 ML23Z, NIL24Z, ML26Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Dawn 30 SP11 SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3I4'to 3- 7 RTUD3, RTI_i RTUD4, RTUD4B, RTUD5, RTU06, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPHB, SPHS Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4" to 24". 8 TUD.9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28.2 MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in wdths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC_ RBCP Roof Boundary Clips 33 ST9, ST12, ST18 ST22, ST292, ST2122, ST2115; ST2215, ST5215, ST8224, ST6236 Straight Straps 7/8" and heights ranging from 11"to 32-1/7'. 10 URS3 318" Upi'uft Rod Run Tiedown System 32 RST-3 Roof Tie -Doom 34 TB20, TB27, TB30: TB36, TB42, TB48: T854, TB56; TB60 Tension Bridging 6. EGQ series hangers Top flange hangers available in widths ranging from 3-618" to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 RTC227, RTC42, RTC27, RTC44 Rigid Tie Connectors 35 TW510, TW612, TWI314 Wall Bracing 1/4" and heights ranging from 11-114" to 32". 12 URS5 5/8" Uplift Rod Run Tiedown System 34 STC, STCT, OTC; HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-718" 13 URS6 314" Uplift Rod Run Tiedi System 35 TJC37, TJC57 Truss Jack Clips 37 WB100; W8106C, W612@, WB126C, WB143C Wall Bracing and heights ranging from 8-112" to 28"- 30 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in Wdths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11" to 32", FL#10441-R6 FL#10531-R5 9 HD series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-RS 112" and heights ranging from 8" to 39' Sec X Product Model, NuM per or Name Product Descrintion Sae # Product Modal, Num Der or Name Product Descrlptfon 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-718" 1 DTT2 Hold-down Sep # Product Model, Number or Name Product Description 1 CBH2.37x5 5, CBH2.37x7:63, CSH2-37x9-75 Concealed hangers and heights ranging from 10-112" to 2W. 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top flange (DHCTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SD83 Drag Strut Connectors available in widths ranging from 1-9116" to 39f15" and heights 718" and heights ranging from 7-112" to 32". 4 HDLi HDU4; HDU5, HDUB, HDU1 t HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to 23-15116"- 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33". 6 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2; HHRC4/1.61, HHRC44, HHRC5.2513.25, HHRC5.37allz Heavy Hip to Ridge Connectors SDS, HGU9:00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/18" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7- 9/18" and heights ranging from 18" to 26". 8 MPAI32, MRAI44 Strapstyle purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-5116" to 12-718" 14 HUCTF series hangers Top flange joist hangers available in widths ranging from 3-1/8"to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger a HHGU5.25-SDS, HHGU5.50-SDS; HHGU5.62-SDS, HHGU7.00-SDS, HHGU7.25-SDS, Face -mount hangers 3-9/16" and heights ranging from 5-318" to 13-118". 11) PAI18, PAI23. PAI28. PA135 Strap -style purlin anchor 8 LSU26, LSSU2a; LSSU21C Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF; HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10, STHD1 DRJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2 HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 112" and heights ranging from 3-7116" to 15", Concealed flange 12 STHD14, STHDI 4RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25J10 version (H UCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, TFIA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in wdths ranging from 3- greater than 2-9/16". THAC422, THA426, THA422-2, THA426-2 118" to 5-10' and heights ranging from 4-314" to 15-314'. 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/15'to 7- 12 THAI1.81122, THAI2.06122, THAl2.1i22, THA1222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURG, HSULC) available for all 1/8" and height's ranging from 5-3/8" to 28". 3 THAC422, THAR422 Skewed Truss Hanger double 2Xand 4Xmodels; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in wdths ranging from 1-9116" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1/2"and heights ranging from 5.318" to 32". 15 7HJM2-4-SDS3; THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUG series hangers Face -mount hangers availablein widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.118" to 19.114". Concealed flange 518" and heights ranging from 9.118" to 16" 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights 18 VTCR Valley Truss Clip greater than 2-9116". ranging from 5-318" to 7-114". 10 HUCQ1,81/9-SDS, HUCQ1 81/11-SDS, HUCQ210,2-SDS, HUCO210-3-SDS. HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SDS, HUCQ410-SDS, HUCQ412-SDS, HUCQ5.2519-SDS, HUC05.25111-SDS, HUCQ610- ranging from 9-3118"to13-118" SDS, HUCQ612,SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 For direct links to all SST approvals listed belagg, CLICK HERE. -A , For direct Inks to all SST approvals listed belove, CLICK HERE. �- For direct links to all SST approvals listed belong, CLICK HERE. -e Por direct links to all SST approvals listed bafaa�: CLICK HERE. F additional information I - Cr a it ono nfama on regarding F onda's Statewide Product Approvals System and Mami Dade Can Notice of Acceptance NOA ,CLICK HERE. Y= County P { ) For additional information regarding Florida's Statewide Product Approval tom and Mari -Dade Gan Notice of Acceptance NOA CLICK HERE, 9 9 Pp K County A P ( ): r For additional information regarding Eland 's Statewide Product t Approval 15 t and - f Acceptance K H a ad ro 9 n9 a St od C pp Va System n Maori Dade County Notice o AC p area {NOA}, - ,. For additional information regarding Florida's Statewide Product Approval System and Miami Dada County Nance of Acceptance (NOA), CLICK HERE, 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#11468-R5 18 SILBV1.56, SILBVI.81. S/LBV2.06, S1LBV2.37, S1LBV2.56, SILBV2.68. S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from 6-318" to 15-1/8". S1LBV3.56, S1LBV3.62; S/LBV4.06, S/LBV4.12, S/LBV4.28, S1LBV4.75; S/LBV5.50 6 Strong-Bolt2 (STB2, STB2-4SS, STB2.6SS) Strong-Baft2 Wedge Anchorfor concrete available in carbon 22 LBAZ series hangers Top flange hangers available In width of 1-9116" and heights 5e4 # Product Model, Number or Name Product Description 19 SJLTT20, 510172Z, S/HTT14. HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from93/16" in 13-118". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, SlMST72 Straps 11a mil (10 ga) 7 Titen HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Then HD Heavy Duty Screw Anchorfor concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 5- 2 1 HRSB, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-1/2" 3 HUCQ210-2-SDS, HUCO2103-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plato Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in wdths ranging from 5-114" to 5- 4 THG82, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-112'. 5 7HG02-SDS3, 7HGQ3-SDS4.5, THGQH2-SDS3, THGQH3 SDS4.5, THGQH4-SDSB Joist Hanger 24 T9022 Truss Brace Diagonal 8 Tken HD Rod Coupler (TH037634RC, TH050934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hangerfor concrete 118" and heights ranging from 9-114'to 24" THD5023413H, TH010212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -Al; (WA) Wedge -All Anchor for masonry ranging from 3-31S" to 7-1/8", FL#1 f 473-RS FL#13904-RS 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9116" to 7- Sea # Product Model. Number or Name Product Description Sea # Product Model. Num bar or Name Product Description FL#16230-R8 1/8" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4-62-SDSHDG, CCQM5.50-SDSHDG, GCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82-SDSG, CC7QM5.5O-S0SG, CCCQM3.62-808G, CCCQM4.62-SOSG, Sea # Product Model, Number or Name Product Description 3 H16, H16S, H16-2; H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HEfA20, HEiA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLOM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD462G-KT, ECCLLQMD5.5OG-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea Al 1 Product Model- Number or Name ABA44; ABA44R ABA46, ABA46R, ABA66, ABA58R Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5,50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry } J A W Adjustable Post Base 7 HHETA16; HHETA20; HHETA24, HHETA4D Heavy Embedded Truss Anchor 3 HGUMI5.25; HGUM5.50, HGUM7.00, HGU W.25, HGUM9.00 Heavy Masonry Hangers .5 Titen 2 P71N2) Then 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABUS-5, ABU5.6, ABU65, ABU66, ABU66R. ABU88, Adjustable Post Base 8 LGT2. LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown 4 LGUM26.2, LGUM26-3, LGUM264, LGUM2&2, LGUM28-3, LGUM28-4, LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-H6SS, THD-CS63S TRen HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010, ABU1010R; ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48: LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel wth 3 ASW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7 Adjustable Post Base 10 META12, META16, META18, META20, ME1 A24, ME-FA40 Embedded Truss Anchor 5 MBHA3-1219.25, MBHA3.12/11.25, MBHA3-560.25, MBHA3.56/9.25, MBHA3.56111.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, AC@, AC@R, ACE@ Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56/11.88, MBHA3.56/14, MBHA3.56116, MBHA3.56M 8, MBHA5-6017.25, 7 Titan Turbo (TNT) Titen Turbo Screw Anchor for concrete or masonry 5 BC4, BC46: BC4R, BC6, BC6R, BC8 BCS2-2/4, BCS2-3/6 Post Cap 12 MTSM16, MiSM20, HTSM16. HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50111.25, MBHAS.50f11.8& MBHA5.50114, MBHA5.5Cf18, 6 C844, C648, CB48, CB66, CB88 CBSQ46-SD52, Embedded Column Base MBHA5-50/18 ({� 7 CBSQ44-SDS2 CBSQ86-SDS2. CBS086-5052, CBS088-SDS2 Embedded Column Base 6 MBHU3,5619.25, MBHU3.56111.25, MBHU3.56/11.88, MBHU3.56114, MSHU3:66/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-114" to 9-112" and FL#11496-RS MBHU3.56/18, MBHU5.5019.25, MBHU5, 50111.26, MBHU5.50)11.88, MBHU5.50114, > W2 ranging from 3-518" to 7-1I2" MBHU5.50/16, MBHU5,5G118 Sec # Product Model, Number or Name Product Description O 0 9 CCQ-SDS2.5, ECCQSDS2:5 Series Screwed column caps with W1 ranging from 3-1/4" to 9-112" and Sea # Product Model, Number or Name Product Description 1 X3491016.5K, X1 Si 016, Xi 81016-4K XQISIOI6, XQ1 B1016-4K 410.16 Strong -Drive XMetal Self -Drilling, Tapping Screws with #3 W2 ranging from 3-518" to 7-112" 1 DTT1 Z Deck Tension Tie Drill Point r1 10 11 CPT44Z, CPT667, CPT88Z EPB44A, EPB44, EPB46, EPB66 Concealed Post Tie Base 2 HD12, 19 Bolted Holdowns FL#13975-R6 2 XLQ114T1224, XLQ114B1224.2K 412-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 0- Embedded Post Base 3 HD36, HD58, HD7B, HD9B Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HITS, HTT5-314 Tension Ties Sea # Product Model, Number or Name Product Description 3 XM011481224, XMQ114B1224-2K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCB66 Embedded Column Base 5 LTT79, LTT20B, LTTI31 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW2250Q SOW22600. SDW22638, Strong -Drive SOW EWP-PLY:and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCGZ Light Post Cap SDM2634 4 X0114S1224, X011481224-2.5K, X114SI44, XQI12S1224, XQ112B1224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 15 MPB44Z, MPB66Z, MPB88Z Moment Post Base 2 SDWC:15450 S0WC15800 Strong -Drive SDWC TRUSS Screw Drill Point 16 P644, PB44R, PB46, PBW. PB66R Embedded Past Base FL#13628-R5 3 SDWH19300DB SDWH19400DB, SDWHI9600D6, SDWH198001DB. SDWHI91000DS Strong -Drive SDWH TIMBER-HEXSorew 5 XU3481016, XU348101631< #10-16 Strong -Drive XU Metal Self -Drilling; Tapping Scre1•,s with 17 18 PBS44A, PBS46; PBS65 PBV1 O Embedded Post Base 4 SDWH274OOG; SDWH276D0G, SDWH27800G, SDWH271000G, SDWH271200G Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point PBV6, Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SDWS FRAMING Screw 19 PC44-16; PC46-18, PC48-16, PC64-16, PC56-16: EP044-16, EPC46-16, EPC48-16, Post Cap 1 SB5Bx 24, SB718x24, SB1 x30 SB Anchor Bolts 6 SDWS19800, SDWS19712, SDWS224DO,SDWS22500;SDWS22512, SDWS22500; Strong -Drive SDWS TIMBER Screw (Interior Grade) O EPC64-16, EPC66-18 2 SSTB16, SSTB20, SST624, SST628, SSTB34, SST636, SSTE1 OL, SST820L, SSTB24L, SSTB Anchor Bolts SOWS22800, SDWS22900, SDWS221000, SDWS2211 OQ SDWS2212001 SDWS221500 FL#35320-RO L 20 PC4Z, PC4RZ, PC5Z, PCBRZ, PC8Z, PC8RZ: EPC4Z, EPC4RZ, EPC6Z, EPC6RZ. EPC8Z, Post Cap SSTB28L 7 SDW52230OD6 SDWS22400DB. SDWS2250008. SDWS22600013, SDWS2280ODB, 'Strong -Drive SDWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221000DB Sea # Product Model. Number or Name Product Description 21 PPB44-4Z. PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 D5SC643.5 DSSC846, DSSCB48, DSHS Bypass Framing Drift Strut Connector /11 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS274005S, SDWS27500SS, SDWS276OOSS, SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCB45.5. FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector V'^/ SDWS271000SS, SDWS2712DOSS 3 FFHSD34SIC18, FPHSD34B1016, FPHSD34B1O16-5K; FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-tc-CFS Self- V! Sea # Product Model. Number or Name Product Description 10 SDVVV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B12145K Drilling, Tapping Screws FL#10866-R5 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS184 CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC425, LSFC6-25, SFC2.25, SF04,25, SFC6.25 Steel Framing Connector M 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA78, FHA24: FHA30, MSTI26, MSTI36, Straps 97 mil (12 ga) 5 LS5C425, LSSC6-25, SSC2,25, SSC4.25; SSC6.25, MSSC2.25, MSSC4.25, MSSC6.25, Steel Stud Connectors ■ ■ Sea # .Product Model, Number or Name Product Description MSTI48, MSTI60, MST172,.SIMST27, S/MST37, VMST48 MSSC4.25KW MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28; HTS30, HTS30C Heavy Twist Straps FL11115363-R3 6 RCKW3, RCXW5,5, RCKW7.5, RCKW3S RCKW6-5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 801343.5, SC845.5; SC847.5, SCB49 5, SCB411.5, MSCB45.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, 01148-6, GH48-8, GH410-6. GH410-8, GH66-6, GH65-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12. LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Slaps 33 mil (20 ga) Sea # Product Model. Number or Name Product Description 8 SCS32.5197, SC562-5/97. SC562-51115, SCS82-5)118 Bypass Framing Connector 8, GH610-6, GH810-8 6 LSUSH3-25, SUBH3.25, MSUBH3.25 Connector BridgingW3 1 AS 18. AS I SS5; AS 18S6 18 ga. Truss Plates 9 SC.25, SCW5.5 Head -of -Wall Slide -Clip Connector O_ 4 31-66A, GLB58, GLB5C. GLB51D, GLB7A, GL87B, GLB7C, GLB7D Giulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, 5JC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GBLT612, GL13T518, GBLT616, GLBTS20, GBLTS20 Glulam Bearing Plate 8 L7S12, LTS16, L7S18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector L 6 HGLBA, HGLBB. HGLBG, HGLBD Heavy Gluiam Bearing Plata 9 MSTA30, MSTA36, ST6215, ST5224, ST9, ST1Z ST18: ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 0 7 HGT-2, HGT-3, HGT•4 Heav Girder Tied y own 10 MSTC66, MSTC78 ST6236 Straps 68 mil (14 ga) Screws L LJ 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS16 MTS18, MTS20; MTS30, MTS24C, MTS30C Medium Twist Straps 13 X01SIO16, XQi B1016-4K, XQ1S1214 X01B1214-3SK, X07881224, X078B1224-3K, 410-16, #12-14; and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S1B1.56, S161.81, SIB2.06, S/B2,37, SIB2.56, SIB2,68, SIB3.12, S183,56; S1B3,62, S1134.06, Top flange Joist Hangers FL#15730-R4 X0114SI224 XQ114B1224-2,5K, XQ112S1224; XQ112B1224-2K, X34131016-5K, Tapping Screws SIB4.12, S184.28, SI84.75, SIB5.50 XIS1010. X1B1016-4K, X1S1214, X181214-3.5K ¢ W 13 S1BA2,12/8, SIBA2.12/10, S/BA2.12/12, S/BA2,12114, S/BA4.18/8, S/BA4.18110, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z J SIBA4.18112, S/BA4,18/14 1 ET -HP Adhesive Anchor for concrete 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM50, GDPM-75, GOPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies z 15 SIHD8S, OHD88, S/HD10S; S/HD1OB, SIHDISS, S/HD15B Holdovers 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners; threaded studs, and assemblies < 16 SIHDU4, SIHDU6, SIHDU9, S1HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 SIJCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete �-- SHHEET NO. March 6, 2023 PA 1.3 0 (D > MIAMMADE IMIAM-DADECOTYNTY PRODUCrCONTROL SECTMN PGT Industries, Inc, FGTIndustries.Inc, 0 L- L- -0 0- 0 INS PGTIadustries.Inc- 'CESU (1) D L 0 I I SW 26 Sree� Room 202 NOTIC ITTED 'E OF ACCEPT.A-NCE* EVEDENCE SUBM VC NOTICE OF ACCEPTAIN E: EVEDEN BMTUD co -0 DEPARTIMN'r OF FXGUT-ATORY AND 1E C ON OINUC RX SOUR CES MER) -MmL, Flm'& 331.75-247.4 BOA" Al" CODE I ADIURMTRATION DrVISIDN T (7 1 36j315-2590 F(MJ315-2599 NOTICE 0FACC`EPTAN-Cf: EN -IDENCESTUBMITTED -C a) 0 M Cn NOTICE OF -ACCFPT-4ZN-CE (-NOA) wimmumda" toy eceemy I Exidence submitted under preiious -N-0.4 D. QUALM,-TASSUR.4-N1 E C= -co Cl) A. DRANM, TGS B. TESTS (continued) L Mixtai Dade Department of Regulatory and Economic Resources (R-ER)- -S? -0 PGTIndustries,luc. 1070 Technola&y Drive�. L Nfamfacturer's die dra-wings and sections. 5. Testreporton. 1) Air Infiftmim Test, per FBC. TXS 202-94 M 0 —0 . " (D 0 = North Venict. YL 34275 6tibmiNed under A70-4 A-& 11-0107 M 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 E. AIATER-LAL CERTMCATIO'-,\-,S -j LU -9 0 LL SCOPE. 2- Dmring No.MD-5570.0- titled "Vinyl Sliding Glass Door NOA: (L K.-', sheets 1 3) Water Resistance Testm per FBC, TAS 2021-9-4. L Notice of Acceptance No. 1-"-52&14 issued to%Tisiou F-xmasion Lignited for them 0 ThisNOA is-beingissued under the.applicable rules andregulations governingthe use ofconstructioninaterials- The through 21 of 21, prepared by manufactiwer; dated 10,105115, with re-.ision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 -IN'lilte Rigid PVC Exterior Exnusions for Windows and Doors". dated 08/13/1 Co C) > M -0 E 0 documentation submitted hw� been reviewed and accepted -by Nfiami-Dade CountyRER -Pioduct Control Section to 0+0 5/17, signed and sealed by A., Lynn Miller- RE 5) Qychc Wind P�emue Loading �per FBC, TAS 203-94 expiring on 0913019 W CIA (D Cn CL be u4ed =Mami Dade County and odwr uea,5 w1am aWwed by &e Aiuhonity Hjv#luri�&Wm (AHJ). 6) Fomed EntfyTest- per FBC, TAS 202-0-4 2, Notice of Acceptance, No. 16-0910.08 issued to Vision F-ttrasi-an Lianted for them (A = hM (n M 10. ThisNOAsbal[lnotbe�%-;alidafiff the expii�on date staw-dbekm,-T'heMami-DadeCounj�yP:rcduc-tC�mtroI Sec&w. B. TESTS along mthmarked-up drawings and installatbla diagram of vinyl sliding glass door� prepared io S P17C Exte, r, EX ','Sjo S 1000 Tan 202 and lighter Shades Rigid lio tru C2. U) < (IniNfiamiDade 0mnty)aad/oxtheA'hU(in areasother thaaMmmDade Conwf)reservethe right to have this 1 - Test, report, on. 1) Uniform StaticAir PY-ess=', Test, per FBC, TAS 202-94 bgrFenestration Testing Lab- Inc.jest Report No. FTL &549- dated I IM/15- signed and Windows and Doors". dated 1208,16. expiring on 1202M L product or material tested for quality awuranceputlyosm. If ffim product or material f2ih to pe;farm' in the accepted �Mn 2) Large Nfissile Impact Test per FBC- TAS 201-94 scaled by Id ahms Ortega, P.'E. (Iest report revised on 1.2,04115 and 0221116), 1 Notice of Acceptance No. lz"528.15 issLwd to Vision Extrusion Limited for th Cc . manner, the tna aturer incur the expense of suchtestag andthe ARTmay immediatelyrevoke, mo dify-, or 3) Cyclic Wind Pressure Loading per FBC- T-AS 20-3- z-4 6- Test f eport on 1) Air Infiltration Test M FBC, TAS 202-94 "Brawn Coated (Painted or Laminated) White Rigid, PVCExterlor Extrus-wins f i USf suspend the. use of such product Gr materialwithin their -jurisdiction. RER reserves the right to revoke this along with rnarkxed-up drawings and lustaillation diagram of viavl sliding glass door- prepared 2) Uniform Static Air K;s7s�;e Testr per FBC, TAS '1202-94 Wbdows and DooiN", dated 0&13!15. expiring on 0930tl9. L acceptance., if it is determined byMami-Dade CountyProduct Control Section that this prodDctor material fails to meet the requirements Gf1he applicable building cc&- byFenestntion Testing Lab, Inc-, Test Report No- FTL 871-1, aated 122XT-15, signed and 3) W ef Resistance Test. at per FBC, TAS 202-94. 4. Notice of Acceptance No- 1"'7112.02 issued to ENERGIFenestmtibn Solutions USA, E 0 This product is. apprcwedas describedhetein andhas been designed to comply with. the Floricia Building Code- sealed by Idalmis Ortega, P- E- (Test report revised on 02115,116 and C214,46) 4) Large Nasik- Impact Test per FBC, TAS 201-94 Inc. for their "TAN3040 and Lighter Shades (Non -White) Rigid PVC Exterior the High Vebcitv Hurricane.Zotv-� 1 Test report on 1) -Air Infilhation. Test, per FBC, TAS 202-94 5) Cyclic Wind Ptessure Loading per FBC, TAS 20-3-94 Exu -usions for"'indows and Dm�s"- dated 09 `15116- expiring on 021%2 1. 12 _g DESCRIP-HON- Series `�5570,?! 770 "A'inyl Sliding Glass Door (Reinforced) w/wo 900 &- 1350 carneT--L-VJ. 2) Uniform, Static Air Pressure Test- per FBC, TAS 202-94 along withmarked-up drawings and installation diagram of vinyl sliding glass door- prepared 5. Notice of Acceptance No- 1"7 1104 is med to FNERGI Fenestratim Solutions USA, - "' AYTRov-kL DocT-mL-.N-T-. rhawang No- NjD-s-:70.0 Rev B., titled "Vi%4 Sliding Glass Door NOA (LM)", simeez 4 3) Water Resistance Test, peT FBC- T.kS 202-94- ky Fenestration Testing Lab- Inc., Test Report No. FTL 9552- dated 12,104115, signed and Inc- for their B i -o n ze and Lightter Sha des o f C a p C oated Rigid P17 C I xtorlo r I through 21 of 2 1, prepared by manda ourer.., dated I W05.4 5 and last revised on 0-1,10 It-' 1, signed and sea led by 4) Large Missile- Impact Test pef FBC, TAS 201-94 sealed by IdaJmis i Ortega, R E- (rest report revised on 0115)2016) Extrusions for Windows and Mors" dated CO/I 5116- expiring on 04/16,20. � A. Lvnft Miter, P-E.. beating the Miann-Dade, Couar Re tanip yllioductControl. visions with the -Notice of 5) Cyclic Wind.Presstare Loading per FBC, TAS103-504 7- Test report on 1) Uniform Static Air Pressum Test.... per FBC, TAS 202-94 & Notice of Acceptance No- 1"712.03 issued to ENERGI Fenestratim Solutions USA, "NXIke Acceptance number and expiration date by theMami-Dade CoNsy 11�oduct Control Seclwa 6) Forced Entry Test, FBC. TAS 202-94 per Large Missike Impwt Test per.FBC,, TAS 201-94 Inc, for theff Rigid PVC Exterior Exit-agons for Windows and Doors" dated Z .%11SSELE'ft1P-,kCT RATr�G. Large and Small'Missile lmpa�ct Resisn nr along with madmd-up drawing � paTare gs and installation diagram of vinyl sliding glass door, d 3) Cyclic Wind Pre:ssm Loading per FBC- TAS 203-94 M1011 7, expiring on, 01,228118. Limitations- by FenestratiGn Testmg Lab, Ine.- Test Report No - FTL -85,46- dated 1 ly-06`1 5- siglaed and along withmadod-up �rawings and installation diagram of i*yl sliding -lass door, prepared g 7- Test reports No(s). 10-002-79,2( A), 10-06-M-O527- 535753-09- per ASTME-94- 1. See tablee I (sheet2) and table 2 (sNeetD forapplicableSGD unit sizes, de.-ign pfess�- reinforcements qrpes! scaled by IdalmisOrtega, P.E. (Test reportrevised. on 01,'0446 and 0'111,2016) by Fenestration Testing Lab- Inc., Test Report NoF. FTL 6638 (samples AL-1 thru A-22). dated AST11D 1929 and ASTIMD-635. issued by EXOVA to Visim Extnmon for cellulosic Jass types. sill6mr(see tables B-1 & B-2-sheets 7-8) and anchor layout sheets requirements m 11 thru 16- 3 3, Test report on 1) Air Infiltration Test, perTBC. TAS 202-94 114910, signed and sealed by Jorge A- Causo, P- E- (SubmtYled undffJN'0-4 A`& 11- composite material- 2- F-agid White FVC, Tan (Non -white) Rigi-dPVC andBro-mcoated (Paitned or laminated) white Rig' C t �d FV o be Uniform Static Air Presswe Test per FBC, TAS 202-94 t 0107"704- (Subgdaed tinder A10-4 � o. 11-0107 04) Z labeled per referencedNO-k',;-reqiiirements- 3) Water Re-,irstmce Test per FBC, TAS 202-94 7 8 Testreporton 1) Air IlaffitrationTest, per FBC- TAS20'2-94 S. Notice of Acceptance No. 14-0916.11 issued to Ki=y America., , Inc- for their I Egress operable doors milat comply with min cle-ar width or height verFBC requirement as applicable- 4) Large Nfissde Imp2cl Test per FBC, TAS 201-94 2) Uniform Static, Air Pressure Test.. per FBC, TAS '202-504 -Senn-%-Glast (Clear and White) Interfaver', expiring on 07104!18. 4. Po-ckeivralls under sepamte approval, to be revi-eved by Building official 5) Cyclic Wind Pfes=e Loading per FBC, TAS 203�94 3) Water Resistance Test- per FBC, TAS 202-94- 05- Notice�`ofAcceptance No. 16-1117.01 issue4 to Kurmy-Aurrica. Inc- for their LABELENG: Each unit ---hall bear a pennanent label with the name or logo� i state and series and C11131 6) Forced Entry Test, per FBC,TAS20-22-94 4) Large Missile Impact Test per-FBC, TALS201-94 -T rosifo.]Z, 11traclear. Clear and Color PVB 1nterl;"vr!C', expiring oil 07,108/1"0.. following, statement- "Miami -Dade County Product Cbutvod Approwd", noted herein. along with marked -up dm mgs and histallation diagram o f viny I sliding glass d oor, prepared 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 W RE-NEWAL of dusNOAshallbe consideredaftef a feneuml application has been. filed and lhef;ehmbeemno, by Fenestration Testing Lab, Inc., Test ReportNGAFTL 81547, dated 11,104.115, signed, and 6) Forced Elatry Test. per FB C" TAS 2,02-94 F. STATEA-MINTS change in the applicablebuilding code negatvvly affectingthe perfumance of tbisproduct sealedby Idalmis Ortega, P- E. (Pest report mwd on 011 5d6) along with marked -up draw, ings and installation d iagram of vinyl slidliag glass door. prepared 1 - Statement letter of conformance with FBC-51h Edition (2014) and FBC-dt'h Edition TERARNATION ofth.6 INOAwill occur after the expiration dateor if them has been a revisimorchange in the 4. Test report m 1) Air-Infillration Test per FBC, TA.S 2102--94 by Fenestration Testing Lab, Inc., Test Report No- FT L 6337 (sarnples A- I thru A-5), dated (261'7� issued by manufacturer- dated 08�14117i signed & scaled bry Lynn Miller, P.E- materiaL. use. andlormatwhK-uxeof the product orprocess- NUsuse ofthis NOA as anendorsement of anyproduct, 2) Uniform Static Air Pressuve Test- per FBC- TAS 202-194 1 71106110t signed and sea led by Jorge A- C auso. P. E - (Subm iffed under NOA No. 11 - .21- Statement letter of no firmcial interest- dated 0411 & 17. issued by manuffacturer. signed for sales. ach-estmg of aily odmi-purptrse6shall autonwhcaEytemunatethis NTOA.Failufeto comply -with air - _y 3) Water Resistarice Test � per FBC., T.A.S 202-94 010709) sealed by Lynn Miller ' P-E- sectioadth:s7 NOAshallbe cause forternination and realioval ofNOA. 4) Large Nkrnfle.Impad Test per FBC, TAS 201-94 3. Letterof lab compliance, part of the above test reports. -ADITERTISE-NENT: The NOAnumber piecededby the words Nfiami-Dade County. Florida, and follow-ed bythe 5) Cyclic W- ind Pressure Loading M FBC- TAS 203-94 C. CALCULATI O.N7S 4� REK Test Proposal No. 17-0387- dated 05/05,117, &�gned by Ishaq Clmda- RE. expixationdate may bedisplayed in ad-,wlising literature- � If anypoition of the NOAis displayed, then it shall be 6) Forced Entry Test, per FB C, T-A S 2 0 ",'1 -94 I - Anchor venfication cak�uk WES and structural ma�-, ati -E, comptlymg with FBC-2014, r done in its entiretv, along with marked -up dm wings. and uu;talla t wn diagram of vinyl slidingg glass dm, prep ared prepared by PGT-' dated 1'109/1 Salad last revised on 02,115116- signed and sealed by G. OTHER LN SPE C-RO-N - A c opy of &is entif e N OA shaU be proiided to the user by the ma=ifactuxT or its divtributors and by Fenestration Testing Lab, Inc. , Test Repo -it No. IFTL 8-5-U. dated 12t4/1 5- signed and - L Notice of Acceptance No- 15472IQXI� issued to PGT.Industrim- jor their Saies shall be available fa-rikspection at ffiejob site at the n-Aluest ofthe Building Official. (rest sealed by Idahiis Ortega, P- E rejkd.revised ou0lAX16 and02,11116). 1 Glazing complies� with ASTME-1 300-09. "5557,M770" VinviSlidiagg GLus Doat, (Reinforr. ed) - UXIE', expiring on 04/1.412 1. This NOA revises &renews NOA*20-04,29.05 and comists, of this kpe I and evidence pages E- 1. E-2- E-3. E-4, P E-5 & E-6 as, -well as approi-A documentmentioned abov*- The submitted doemi-ealation wasrevie% ed by Isbaq I C-1handa, P1. L- �4 om Product COMM[ U=t SUperliSOr Product Control 17zit Super risor Product Control Unit Supervitor NGA NO. 21-0 2 a 95. 0 3 INNO.A. N10. 21-0 !05A I INKOA ING. 21-02G9.03 -N 0.k ;N' o � � 1 -0 , 0.--. 0.1 WMAMHXAOfidblj� Expirafion DateL April 14 20!6 ImpirsdanDale- April.14,2016 Y-xw' afionDate- ApriI14,2016 'Ifarch Expiration Date. AVA14,2026 1"! 17 Approval Date:Ua reh 2 3, -021 Approval Date: Uarck 25, 20! 1 Approval Date-. 15, 2021 ApprovaiDatie: Narch Z.-5,2021 Page 1 E-2 PGT Industries. Inc. CGI Windows and Doors, Inc. PGT Indusiries. Imc. NOTICE OF AC CEPTANCE: ENIDENCE SIT B N.11 rrED NOTICE OF ACCEPTANCE: IN-MENCE SUBMITTED NOTICE OF ACCTPTA'-,,N-(:,T: EVIDEN-Cl SlL-BXUTTIF-D --ious submittal Evidence Submitted under pre, E. XLXTERIAL CERTIFICATIONS (continne) 3. New Evidence Submitted :ingg with ASTM C518 Themial Conductivity 5. Quanex Part Sumv Spacer Standard cono A. DRAXATNGS 0-99 1 BTU -inl hr. -ft 1-17F, A STM F 124 9 VVIR-P ass, A Sf M 1) -3 98 5 Oxygen -Pass, A SB4 E A. DRAXVLNGS 1. Drawine No. AID-5570.0 Rev B- titled "Vinyl Sliding Glass Door NOA ( LM)". sheets 2190 1. G - Durabili ty-N o F og-Pass. (Strb w Ned ri n der p rei �iv us N, 0-4,!Vo. 1 M4 09.0 5) L D raw ing N o. AJ D -55770. 0 Re v B, tit led -V inyl S hd ing G Door NOA (LW shed 9 1 I throujh 21 of 2 1. prepared by rarrafacturer. dated I 0;�05A 5 and last ren*ed on through 21 of prepared by mamifac=ff , d ated M05 15 and last revned on 02,10112 1- OC22---20, signed and sealed by A- Lynn Milla- P.E- 6, Qu2nex Part Dw-aseal compbing, wfthA-ST7A C518 Tbemul ConductiAty 2.22 BTU-inj I Signed and seaked by A- Lynn Milk-T, P-E. br--ft�-OF, ASTM F 12'49 WVIR-Pass- ASTM D 1434 Argon PermeaniDe-Pass- ASW E Note� This revis-don, consists replacement of same emsnng installation screw Nvith flat head- B. TESTS 2199 I.G- Durability -No Fog- A-ST-M-E 546 Dm, Point Development -201F in 48 brs- 1. Test reports on7 1) Air Infiltration. Test, per FBC. TAS 202-94 (Submifted nriderNOAX6. 15-0469�051. 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 7- Vision Extmsions- Ltd- Parts complying, with PVC-AAMA 303-13- Voluntary Spedfication B. TESTS 3) Water Rtsistance Test per FBC TAS 2022-94 for Rigid Polymyl Chloride (PVC) F-xtaior Prof Ues for Vision Extrusions, Ltd.--v-SC-1 by 1. None- 4) Large Missile Inlpact Test per FBC. TAS 201-94 AAMA Fenestrat im Exterior Profile Qertificat son Program fSubmhYnd n n der JVO-4 No. 15- 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 0409'0t�) C CAL CULATIONS E along with marked -up dram, ings and installation diagram of all PGT indilstries. Inc. 8- Vision Extrusions, Ltd. Par t s complying: with PVC-AANIA -303 -13. L -Nonf- -6-0 .representative unds listed below and tested to qualify Dowsiff 791 and Dowsil 983 mlicones, (90wiffed onderAVAIV6. prepared by Fenestration Testing Laboratory, Inc-, Test Reports Na: 9- PVC-AAMA 303-13, Voluntary Specificatioft for Rigid Polyvinyl Chloride (PVC) Extexior D, QUALM- ASStT-,A.NCE FTL--7 897, PGT PW, 5520 PVC Fixed Window (unit 6 in proposal), dated 09,103/14 Profiles for Vision. F-xtruswns, Ltd--'vEX-1 by AAMA Fenestratm Extenor Profile 1. Nfiami-Dade Department of Fxgulatory and Economic Resources (RER). U) FTL-20-21073.1, PGT SGD780 Ahmiimm Sliding Glass Door (unit 7 in proposal) FTL-20- certification Program. 2107.2. PGT CA740 Alum. Outswing Casemmt Window (unit 8 in proposal) FTL-20- 10- Notice of Acceptance No- 18421-7.14 issued to Enffgt Fenestration Solution, USA, Inc. for E, ALkTERL-%L CERTIRCATIONS. M 2107.3, PGT PVk'7620A Ahmairrum Rixed Window (unit 9 in proposal) and FTL-2 0-2107.4. their -Tan 3040 & light shade (non-whire) White Rigid PVC Extedor.Extrusions for I- Nofice- of Acceptance No. 19-0305.02 issued toKuranty America, Inc. for dicir > PGT P1%-7620AA1un3inum. Fixed Window (unit 10 in, proposal) dated 07AY210� all signed 117indows and Doors", expiringon0_2104M. "'Trosifoll- 171tractear, Clear, and Color PN7B Glass Intertayers", CXPUW- ou 0T08124- Co 0 and scaled by Idalmis Ortega- P�E- 11. Notice of Acceptance No. 18-0122.02 issued to Enagi Fenes=ion Solution, USA- Inc, for 2- Notice of Acceptance No- 17-0808.021 imied to Kuraray America, Inc. for dim their sele s 411'hite Rigid PVC Exterior Extmsions for'"'indows and Doors'-r expmng on "S'entrTGb3t (CIPar and. 111fite) Glass Interiapets"'. ex� on 07/04Q1, > C. CALCULATIONS 1. 7 022128121 3- Notici-- of Acceptance No- 18-1106.10 issued to Vision E�t7Q;� Limited for their "Brown 0 ving C Anchor Yvnfic2fion calculations and structural an*sis- compi ing with FB 11- Noticeof Acceptance No. 20-0203-03 issued to Energi Fenestration Solution, USA. Inc. for Coated (Painted or L red) Nklilte Rigid PVC Exterior Extimsions for Windom-, Edition (202Q)- dated GV21'207 prepared by manufacturet signed and sealed by their -Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for and Doors"T expjMg on, 0!2 '4, 0 Anthony Lynn NMer, P-E- NA-Indows and D oors'". expiringg on 04,11625- 4- Notice. of Acceptance No- 19-1106.11 ism rd toVision Extrusions Limited for their suies =3 2- Glazinj c aMhes wn AS TM E I -M 0 -44, -019, - 12 and - 16. "XIE 1000 Tan 202 and bghter shades (Non--N%-hfte) Rigid Cellular PVC Exterior -0 D. QU, AL. ITY A S S-L-f LA -N- C E F. STATEMENTS Extrumons for'alndows and -Doors'-- e2#ring on 121-205,121. 0 Miami -Dade Department of Regulalofymd Economic Resources (RER). 1. Statement letter of conformarice to IFBC 711 Edition (2020)- dated 04.,22,20. issued by 0- manufacturer. signed and sealed by Anthony Lynn Miller, P-E- F. STATE-NI[ENTS. E. --,%L1TER-LXL CERTIFICATIONS 1 Statefl3ent letter of no financial intereg and of indeperident- issued by marnifacturier dated L Statemimt letter of conformance to FBC Edition (7-020), dated 0101�21. issued by I- Notice of Acceptance No. 19-030,-5.02 issued to Kuraray America. Inc. fortheir 04"M20, signed and sealed by-,AnthonyLym Nfiller, P.E- marrufacturiff, signed and sealed by Anthony Lynn Miller. P-E. U) "Trasifo]1, Ultraclear, Clear, and Color PX"B Glass lattrlayers"- e- xpiring; on 3. Phmte Labeling Agreement document between PGT. dated 03,30)15 and signed by all 2- Pnvate Labeling Agreelment dated 03 0&,21 between PGT In4ustnes Inc. and CGI 0710824- involved parties, 'Windms and Doors Inc., signed by Dean M, Ruaik, P-E., V,P. E4meering, on behalf of 2. Notice of Acceptance No. 17-0808.62 issued to Kuraray America, Inc. for their "-SentryGlastt bothccapanies. < (Clear and. Wk(e) Ghss Interlayev-s7. expiring on'01%23. G. OTHERS CL 3. Notice'of Acceptance No. 1.8-1106.10 issued to'Vision Extrusions Limited for their �'Brown 1. This NOA retises NOA# 17-042,0.06T-vTT wJ`CGI) and updates to'FBC2020 (7'dl Edition), G. OTHERS F— Coated (Painted or Laminated) M'hite Rigid PVC Exterior Extrusions e-Vidw 0421,121- L This N-NOA reilses & renews N0,A# 20-0429.0-5 (PLA w,`CGl) expiring 04114t26, forWindows and Doors7. expiing on 0930,24. RE R Test proposals #19-11-555 dated 0 11'10 P-20 approved by Ishaq L Clianda- P�E- expir� 1. The current associated PLA CGI file #21-0205�01, eq)fiing a/14Y26. co 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusims Limited for their 04!14�21- series "VE 1000 Tan 202 andlighter shades (Non -White) Rigid Cellulox,?VC L 11 h-6- LU Exteflor Extrusions for '"Indow s and Doors�'. expiring'an 12j290- I �1-7 < I*aq L Chauh, PX. Ishaq I Chanda. ?I. Lsks q I Chauds. PX, -Unit Ptodurt Coutral Unk Supenawr Ptoduct Conbrol Unit Supervizor Product Control SuperTisor IN70ik No� 21-RIU:.03 NXGAN-o. 21-0106.03 < NA10-1k No� 21412105M Expiration Date-. April 14,20!6 Expiration Da*e. Jkpril 14, ZO!6 Expiration Date. April 14,2D2,6 ALpp roval Date.- Alarch 2S.2.021 Approval Date- March Z5,2021 Appro valDate, March 1;,1021 E E -6 F -4 SHEET NO. March 6, 2023 LP 1. 4 (3) > C- 0 MIAMI MIAMI-DADE COUNTY N CL 2 PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC 0-0 -0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Streei, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C/) :t:� C -c0u -NOTICE OF ACCEPTANCE (NOA) QCo U a-0 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 _0 = 0 0 (D Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS C3 A. DRAWINGS 0 C: Seffner, Florida 33584 1. Drawing No. FD4612, filled "Precast and Prestressed Lintel Details", sheet I of 1,0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of _J 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details'; sheet I of C .-LL * prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT461Z titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 0 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4` 6" & 12 " " . L_ _= 0 4- M 0 > -0 SCOPE: "'Cast -Crete. 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables" sheets I CJ cc Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all C-1 E 0 a) L_ This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, Iasi revision #1 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E. , dated March 24,'2003, last 0 P3 '92 prepared, signed and sealed by Craig Parrino, A E,, on 08119114, cc U) U) 0 Co C:L The documentation submitted has been reviewed and accepted by Mianii-Dade County RER- Product Control drawings signed and sealed by Craig.Parrino, P. E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on = _0 C* CZ CU C= _4__A C:L U) < Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22�, 2012. .< 2 B. TESTS (AHJ). 1. Test report onflexural testing on 4", 6"& 12" Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, iotalof (13) concrete lintel specimens, perASTME-5229-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes, If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCT.TLATIONS 1. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS L None. Zone of the Florida Building Code. 1. None. DESCRIPTION, (Cast -Crete) 4", 6" & 12" Ili Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Casl-Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certf�ing compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables". sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 L None. z MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, tilled L None. B. TESTS County logo. "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. None, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, Iasi revision dated March 11, 2008. B. TESTS C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. L None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. Alone. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. None. D. QUALITY ASSURANCE, product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1, Xone. the expiration date may he displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety- E. MATERIAL CERTIFICATIONS F. OTHER F� INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. Mone. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E, This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. iiuy*A. Makar, P.E., M.S. _e�541elmy A. Makar, P.E., M.S. ------- ��y A. Makar, P.E., M.S. ProcTuct Control Section Supervisor Prod'uct Control Section Supervisor Product Control Section Supervisor MIAMI-DADE L0_U_NW_ NOA No, 20-0630.15 #,_� �� lk�. M NOA No. 20-0630.15 PIUA No. 20-0630.15 NOA No. 20-0630.15 ...l Expiration Date: 09/11/2023 Expiration Date.- 09/11/2023 Expiration Date, 09/11/2023 Expiration Date: 09/11/2023 gA 0 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Pagel E-I E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9, NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. L None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None, 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None, C) (1) F. OTHER F. OTHER C_ 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- CU > A. DRAWINGS Crete USA, Inc., dated 06/11/220, signed & sealed by Craig Parrino, P.E. 0 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of > L_ L1, prepared by Craig Parrino, P.E,, dated March 24, 2003 and Drawing No. CL LT4612, titled "Cast -Crete 4", 611 & 12" Lintel Safe Load Tables"., sheets I 0 < through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last 6_0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on 0 January 22, 2019. B. TESTS 0 1. None. L_ 0— C. CALCULATIONS I . None. (1) Cf) D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS =:3 < 1. None. O_ —0 F. OTHER 1. Article of Conversion for a name change. O L_ CQ P11L z,�,— LU M C44elmy A. Makar, P.E., M.S. Cl Helmy A. Makar, P.E., M.S. < ry Product Control Section Supervisor Product Control Section Supervisor �_7 NOA No. 20-0630.15 NOA No. 20-0630.15 27- Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 < Approval Date; 08/20/2020 Approval Date: 08/20/2020 _J E-4 E-5 Q_ SHEET NO, March 6, 2023 PA 1.5 0 /__ir� X Z TILTECO IlNc_�, .� TILLIT TESTING III ENGINEERING COMPANY - __ WATTFR A. TTILLIT, JR., F.E. tilteco@&I Carl YLP. I. LIvweS,. 441C PL C�l I DWi ,19 PRODUCT EVALUATION REPORT REPORT Iki 20-0726.0i DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATIEGORY: Storyn Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: GlQbal P xftatlon Produdjjj,,r� 4800 S.W. 5 1 Street Davie, Florida33314 1. PURPOSE OF EVALUARON; This is a Product Evaluation Report Issued by Walter A. T111111t, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I 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 accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to thatrequired bythe Oode� This Pmduct Evaluation Report shall be subject to review and revision in case of a BuIding Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED-, 9.1. PRODUCT EVALUATION-1130,1ZLIMENJ (P,E.D,)o Drawing No. 20-1176, titled 1120 GAGE GALVANIZED STEEL STORM PANEIL", sheets I thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. . is Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part q'illpfflif", Evaluation Report, A0,10111 4 , nz e V�&, ,,,� -,II��k ..... �, ., ��' - - /1� 4-1 , _-_ -,,��`,\CEN "'..v"'. , - -*� I* 'P --- - ---'-- - V Ii I:. % -� _A,�_ St, - , == ��- -- .. 'V_ _ - ,, _,t_____iw_- NO 44167 . - I 2 - � 1 _;7/_ "I -l*. 1 = = , , .11 .1 � _* .:*= ___...... - _,I- I—- - . - � -_ `0 I - �s 1R, --cl 'o. , A rill,, . :S.�,el,-� 40C _ ", " I _., ds,x, I 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phorie: (305) 871-1530 hIrl"Rb, " iti, i ilk I I RROPRICI-EY ,VATION Rr,POIUI� No� 1"728,01 2 2.2. TIES REPORTS� Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc,, Reports # 96-569 dated 08/0911996, #96-570 dated 09118/1996, #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, P_E_, Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 1010511 99B witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespacia, 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. Z15TRUCTURAL ENGI I N-Q' I 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, Inn_ dated 111103108 and 03112115, signed and sealed by Walter A. Tillit, Jr., P E. 3. MISSILE IMPACT RESISTANCE. Large missile impact under section 1626 ofthe Florida Building Code, as per TA5 201 Protocol. 4. IMND LOADS RESISTANCE: 20 Gage Galvanized Steef Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beas indicated on sheets 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 shafi be as indicated on sheets 8, 9, 1 0, I 1, 14,15, 17, 18,19, 20 25 and 26 of26, of Product Evaluation Document (P.E,D,), drawing No. 20-176. 5JNaTALLA_1_[Q_& Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 1 0 thr(i 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as indicated on sheets 8, K 16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No, 20-176. ��-:--..�,�`, . 4 �t ' , . \,\Z E N Se' ,.' � 1 - I . . . ��t-44157 ', . * � * STATE OF ' �" . 4C '7�� 4 ,� �OFII';3��-�_,A,�' ,;� ........ ;:;4""e GENM& N '. e 3) IN ClISE THAI FRELA-ST SIM, OR PRECAST CONCRETE PANELS. SYJCCG OR WOOD BOARDS BE FOUND 0.1 THE "I'll" CmAi GE .iil�l,!I�i�il!!,��ii'15-SALWVAEEa-SDZL-SMAM-AMES) EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH to'RLACH THE MMR STRUCTURE BEHIND SUCIt PANELS, I Oi;z �ANIEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT T ED ) HA-- BUN VIERP'r-D (A COMPLIANCE IN ANCHORAGE SHALL RE AS MENTIONED IN OL) AND IN 6,2). ACCORDANCE WITH THE NM 17th EATON) OF THE FLORIDA BUILDING CODE C�, T'� kh- DESIGN "No LOADS SHALL BE DETERMINED AS PER SECTION 1520 OF THE ABOVE MoTTIONW. CODE, - .111 1APC W E'U"LL". NC FOR A WIND SPEED AS ACCOUNTED BY THE JURISDICTION WHERE THESE SHUTTERS WA,IIHELENOU - #14-10 PANEUXATE FEMALC E? AND PANUMATIF PLUS ANCHORS, AS MANUFACTURED PTI ROD CONSTRUCTION PRODUCTS AN 0 ktLEETJ PON 7 A GROCTILKRITY PAVIA Kd-C.86. USING ASCE 7-10 FIND SHALL NOT EXCEED ON tA'SC) . 1/1'. LAG SCREWS PER NO,$. DESIGN PRESSURE RANNGS INDICATED ON SHEETS 7 I 12, 14, 15, 16, 19 a 20, - 7/16'�R � ',X WOOD SUSIKING. AS DISTRIBUTED NY ALL POINT SCTIIEW� BOLT IV SPLCIAL_,� Co, IN ORDER 10 VERIFY THE ASOUr CONDITION, IATJMATE DESIGN WIND LOADS OVERMINED PER ASCE 7-7a C 11 MINIMUM THRMED PENETRATION INIC WOOD OF TAPCON ANCHORS SHMI BE 1 I12- AND 2- FOR, FOOD PANCL44TE PLUS SHALL BE FIRST REDUCED TO A,S,D� DESIGN WIND LOADSOY MULIII ;HEU BY 06 IN ORDER TO AND PANELMALE PSUAID ID_ COMPARE THil VA MAX lASD) DESIGN PRESSURF RATINGS NDICAMC ON SHEETS 7 T14RU 1'� 14, 15, 16, 10 & 20 IN ORDER O YER! THI, ANCHORS ON THIS P ED, 15 TESTED WERE kLP� OVER, STRESSED, A 33% INCREASE N ALLOWABLE 11) MINIMUM THIFTEADED PENETRATION Of LAO SCREW, INTO THE WOOD FRAME Ukll� SHALL BE 1 112� No THREADED F` PENETRATION IWO STUCCO SHAL BE CONSIDERED AS PART OF THE Q , C90RED THREADED PENCTRATION. STRICSS FOR "Nil LOADS WAS WL USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD RAS BEEN DETERMINED IN ACCORDANCE WITH N,D.& "!S� C 3" MINIMUM CODE RSTAWE OF LAG SCREWS. INTO WOOD SHALL BE AS INDICATED. IN THIS DRAWING, STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE RAS BUN VERIFIED IN ACCORDANCE WITH SECTION 1626 Of THE ABOVE MENPONIM CODE AS PER HURRICANE ENICINEEPONG & TEST114 INC REPORTS 96-569, 136-570 & 96-TSO AND f 4) MINIMUM PENETTOFTION OF WOOD BUSHING SHALL BE 5/8- 1/4- 20 SCREWS USED ,-NAU OF f ,/2- LONG MINIMUM E`TiNC lION T` FENI ' LAO &C - REPORTS JI & 12126 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203 SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO AS WELL AS AMERICAN TEST LAO Of SOUTH FLORIDA REPORT 00219.01 -09, AS PER TAS 201. IAS 20,� AND I'S 70" STANDARDS. C�) IN CASE THAI DRECAS7 STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD ROARDS BE FOUND ON THE EXStIW ' 70 BE 5063 (UNLESS 01 WALL. ANCHDRS SHALL BE LONG ENOUGH to REACH THE MAN STRUCTURE aDHIND SUCH PANELS ,� ALL ALUMINUM FAIRV50" -M ALLOY AMID TEMPER INERWASE NOTDOI SEE SHEET. 2 ANCHORAGE SHALL BE AS MENPICINFEn N C. 1) C 2) & C 11 3 ALL ALUMINUM SHEET METAL USED JJ, CLOSURES SHALL HAVE 3105-HI4 ALLOY. (D) ANCHORS SHALL BE -NSIALLED FOLLOWING ALL Of THE kEGOMMiNOXTRXVS, ANO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER A ALL STEEL SHFIET METAL PAINII SHALL FVIVI WINLICTURAL DUALITY STEEL. tSTV A-653 GRADE SO W!I,PMUW_ �;-150 GALVANIZED MEL IDESIONATION W/r- 5�6 5 �, (AFTER ROLLED) U PANELS MAY ALSO BE INSTAUi HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SF"ON 3 THRGLGH 10 (SHEETS 4 tHROI 6) EXCEPT T"AL HEADERS (7" a. 0 SHALL Not BE USED 5 ALL SCREWS TO BE STAINLESS STEEL N4 OR 316 NS,A SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER CAN 500115 W/ 50 0, YIELD STARPUTH AND 90 IU, TENSILE STRENGTH & SHALL COMPLY %�/ FLORIDA BUILDING CODE 9 17 SHALL BE THE RESPONSIBILITY OF THE OOMRACRA )O VERIFY THE SOUNDNESS OF INE STRUCTURE WHERE SHLITTER IS To ED SECTION 2-11�)�IA ATTACI4ED TO INSURE -ROPER ANCHORAGE THIS SHIJITER SHALL ONlY BE ATTA04ED TO CONCRET, BLOCK OR WOOD FRAME 901UPOGS 6 BOLTS TO BE ASOA FACT GALVANIZED STEIL. 09 ATSI 304 SERIES SINNUESS STEEL WITH 36 lNi MINIMUM "ELD SIRENCTH $0, EACH REGULAR STORM PANEL WITIM LENGTHS OVER 6'-O THROUGH 12', 4% A' PER SECTIONS 6, 8� 9 & 10 AND ALTERNATIVES SIR, I ANCHORS to WALL "a BE -_S PO�Ows SW & IGW ON SHEETS 51 6 & 12 RESPECTIVELY, SHALL HPIE A LEGIBLE AND RICAMI 1ASSLIF MARKII INSTRUCTAIG OWNER 09 TEI, TO SECURE PANELS VIM* APPLICABLE REINFORCEMENT OURINIG PERIPTISS OF HURRICANE WARNNO (A) TA ExaTENG POAlLW_1CQK9E1E I I THE WSTAUATION CONTRACTOR I$ TO SEAL/CAUUK, ALI. S14UTTER CUMPONENT EDSES WHICH FICAMN 114 C01,17INUOUS �ONFACI WITI, ,/!-A TAPCON ANCHORS AS MANUTIVURED 91 IT A OIJILD01- INC, IV ... C-3122 P.-) THE DUILVNG TO PELIVENT VANDIRAN INTRUSION. __ I /4 0 � 7/9' M4-M WHOrS, AS MANVFACTUREV BY DERALT INC (MIN. I'F�DEC p) _ I /A �. , L/4- SOWO-SET ANCHORS, AS DISTRtBUTU) BY ALL POINT SCII BOLT A, SFECUUT�r CC 12 STORM PAND PLISTAILATION SHALL COMPLY WITH SPECtl INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS (MA`� I't-3000 P..�i,) PROVIDED By THE JURMINCTION WHERE PERMIT IS APPLIED TO - 0(14-10 PANELMATE FENI 0 & PANELMATT PLUS ANCHORS. AS "NUFACTURED By ELCO CONSTRUCTION PRODUCTS 13 (01 THIS PROOLCI EVALLIATICKV DOCUMENT (V F D ) PREPARED B- THIS ENGRITER 15 GENERIC ARE OTTS NOY PROIAUE IWOR"IKIN ON, f,..3,350 P. ,A POP A SIM SPECIFIC: P40WECT. � a� WHERE III< SITE CONDITIONS DEVIATE FROM THE PC D - I /4"O CF TAP-CRIP ANC340FL5. AS MANUFACTURED By TRU-FAST CORPORATION (�'3500 , a.1 ) OR & 1) MINIMUM EMBEWENI OF TAPCGN ANCFORS INTO POURED CONCRETE SHALL BE 1 2� FOR PANEL IN) CONTRACT TO BE FN�WUNSOLE FOR THE SELZCTION, PURCHASE AND tr,!SIAL�ATION INCLUDING LIFE SAFFTY OF THIS PRODUCI WAVE FTMAE _VII_� a"SEM, ON THIS PEA PROVIDED HE/ -HE DOES NOT DEVIATE FROM THE CONDITONS DETAILED ON THIS DOCUMENT T 10 AND PANEMAI PLUS AND I 1/4" FOR EF TAP -GRIP ANCHORS , OCTION SAFETY AT SITE IS THE CONTRAVA'S RESPONS199 ITY, cow, A.�-) CALK-1.14 & SOUD-SE1 ANCHORS SHALL HE EMBEDDED 7/15- WO THE POURED CONCREM NO EVEILOMEN) IN10 I,) 'HIS PRODUCT EVALUATION DOCUMENT WA I BE CONSIDERED INVALID If MI STUDDO SHALL BE PERMITTED 1/4' 0-20 WREWS USED 91ALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXW, AID 1� W044MUM FDA WALLS WITH NO STUCCO. AND MAT SF HEADED S)CF"S OR AL1 THREACED SCREWS W/o HEAD. III) SITE SPECIFIC PROJECTS- SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHMCT WHICH WILL BECOME THE BUT WITH WHO NIn ENGINEER OF RECORD (LOA,) FOR THE PROUIECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RED. ENISTNEM OF RECORD. AVVIG AS A DELEGATED ENVINCER TO THE A31 IN CASE THAT PRECAST ST04F PRECAST CONCRETE PANELS, FAVElts, STUCCO OR WDOO SOARDS BE FOUND ON �,f P DO ENWN�rl, SHALL S~ TO THIS LATTER T14E SITE SPECIFIC AAWJI MR REVIEW EXISTING WALL OR �00R, AM',i,IAS SHALL BE LONG ENOUGH TO REACH NIE "N STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL HE AS MENTIONED IN A 1) AND N A.2) (A) THS RED SHALL- REAR THE DATE AND ORIGINAL SEAL AND SCHAIDIRE of THE PROFESSICILAL IENCONEER Or RECORD THA77 PREPARED IT (8) IQ-LMUKESMMI-44Q�-W&I-A-4-Ty-r--Iw 0 TAPCON ANCHAS AS MANOVAGIVREV ELY I y W SUILDEX, INC t4 SHUTTER MUINUFAC%l9i LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATILON AT STORM :/4' - /4' P ,, 7/r CALK -AI ANCHORS. AS MANOTACTILIFED BY DEVIALT INC (MIN � t'F 16M P I PANEL SAUTTICA IN ACCO+TANCE WITH SECTION 17092,Z OF FLORIDA BUILDING CODE QAE LAOC, SHALL OF PLACIED FOR EVERY OPILNING LABELING TO COMPLY WITH SECTION JTOOS�2 OF � - 1/4-0 X S/4- SMAO-Sq ANCIi AS DISTFIKELUTED, BY ALL POW SCREW, 900 & SPEC'ALTY CO. FLORIDA aUI,U1U?V_ CODE lMIN. V-1= pi,v) - OT4-10 PAN&MATE FSMI W AM PANFLIVATE PLUS ANCHORS, AS MANUFACTURED By CLED CONSTRUCTION THIS AAMM SHALL ONLY BE USED TO I I PRODUCTS, (MIN, vt�2011 PU.i) itiVINONpili DORIAN PERMITS tN THE EA FLADA I .E_QF - iJ4' 0 OF TAP�GMP ANCHORS, AS MANUPACTURED W TRU-FA,51 CORPORATION .,,,%011� ,% _ 1`:!�� ..... :44i 8 7; MINIMUM LABCOMSAY OF Thi ANCHORS, ELCO PANi AND OF EAP-CRfP AF,VHCV� INTO THE CIA *.-_111 ,;%, ' - . ' � I , FLORIDA 13UILDING CODE (High VkI It" .oTTe Zone) A I — — - , , - EL ,xii UNT, &�� BE 1 1�4- 0 .1, \`k�Cr .. ' � �_ NiTECD, W 20 CAGE GALVANIZED 'L,P STEEL STORM PANEL 8.2) VALIi-IN & SOLli, ANCHORS SKAU BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UNIT NO EMBS'Noit' NO. 4 157 '. 1 1577 . = __!!�, _,_,_________� - INTO STUCCO SfW� BE PERMITTED !/-' 0-20 SCREWS USED SHALL BE I 1/2" 1ONr INTUNUM smouli 9YcCC,O �7' e / ' Il , �. �-� -1 GLOBAL PROTECTION PRODUCTS, ", '"""O EXIST,, AND I' MINIMUM FOR WALLS WITH 140 STUCCO. = -v'. .M _,�� ' 111LIECO.. '!�� - S -P�. STAI OF -;----'-7 - - - G , � . , F I � AIRY, .. 11 �Tikm - il� `W`1 " �11 lr oal"-. 1,40F Di, .� _L WrG ., IF0 "—=-rP-v-. p4w (�)� 11.1� I- L.IlL.I.- 20-176 -, �4', .. 4 .1 - I""1=.,11%U""` 11 111� ss'. _6 / .- .. - — 01-10, �, � -.APK-.—,,- - I � '1111_11111� !�, * _....."N W`1� A T. - P E. I - -7-=* 1 :-�: ..., I ., . 'U'ROIL FF I -1.1 - L, -,A , - 1 - . I I MOIDuC UY,&LUA 3 6. MAHRIAL CHARACTERISTICS AND REECIFICATIONS, Shall be strictly In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No-20-174L Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, ofProduct Evaluation Document (P.E,D.), drawing No. 20-176. 7. LIMITATIO AND CONDITIQN&DF USE- 7.1. Shall be strictly in compliance with General Notes ND� 1, 8 thru 14, indicated on sheet I of 26, as well as General Notes # 1 thru 4 and I I thrut 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2, Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Cocle, 7.3. Product shal I only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillft, Jr.. P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). , -� ......... .. Z�i�,� �It-� - ��Q, E N &� - - .. �I �"_, . .. -� . ' �Z-_?�i 44167 '% �:�>* .1 * I , . I I , - STATE OF �,')�_, AIL. WAT)LL D;� TILTECO AnMONI RIECORDS A P. E. REPORT.210 k GLOBAL PROTECTION PRODUCTS, LLC k 20 GAGE GALVANIZED 5TEEL STORM PANEL'i DIEM # 20-176% REPORT# 20-0728.01 /r, --LTE-00 I M 0 \_ . TILLIT TESTING & ENGINEERING COMPANY - WAT iL- - __ A. TIUL-IT, M, P.E, - -I,----- fi1reCO@%WI.Q0M PRODUCT EVALUATION REPORT ,�R,P_r Li No 4410 C1. LN,,. D-06219 REPORT NO.: 20-0727.02 DATE: July 27, 2020 Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCTNAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection-Rividuct"LIG 4800 S.W. 51 Street Davis, Florida 33314 1. PURPOSE OF EVALUATION, This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. SIG20-3, Method ID of the Florida Department of Business and Professional Regulation - This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended I at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2,11 � PRMUfeT EVALUATION DOCUMENT 1P.E.D.), Drawing No. 20-i75, titled '24 GAGE GALVANIZED STEEL STORM PANELF, sheets I thru 18 of 18 prepared by Tifteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07127/2020. This drawing is an inteRyJV�114,,Qls . . 1� , Evaluation Report. 0,,,VW I ...... 14; , ,�-, - - ." V , ---. ,-',tN ..`\�\,C,EN,�, ".. 5N_1 w ------ :� , �� -..-. -i � i ---!!:'-!_�-'-L'L_ �'-� 1. - " P- __ :'-�,- 167 *' 71 �� ,-*jil�! * 1: * . �40RIOIl' 6355N,W. 36th Street, Suite 305, Miami, Florida 33166 - Pbotic: (3O5)871-f%e,tAtAQWt_ ,01-1531 COMPONENTS FOR REGULAR & LIFE. SAFETY STORM PANELS (SCALE 1/2=1') - __ - __ __ __ ,� � � _ _____ , � � _ - - __ _ 15,19r (TOTAL WIDTH) --- - -- I 1 ---- I—- - - - - - I - - - I --- - , ,5., 96, (TOTA. III - -1 - � __ - ! ------- ___ _ - _ � - 12.5on. (EFFECTIVE WOTH), ____ ,. � , - __ -I _____1_; i : a ; : , - - ------ , - , , - 6 1/4, , -_ ___ I I---- ____ -_ ___ 6,250 . __ - -- � I , ,,�, - 1 ,,-soo- e , --1-3 - � � I � 1 "%SW , . I " " Po' -1 r-l-NW I I "TI, '� : I I I I I - -I_ZO*_,�,-,, 0.03,51 MIN, THICK F-1�= A , , � - -A � I � "'i I I ,, I I "I" _1 _A,,�� I" �, I, GALVANIZED STEEL �' - � - ) , - - - - - - - , i , ,,, � ASTIA A-163 /--7 I,"- , *C. el * "I 11 * . � * _'65 FAAMDE SO MIMUM, HOT " , -1 �__` WM i : - , "Joz ,�, ov\�,6571 -1 �.t =\ � - 2 -?- 21CLO, - , "`_� I , F ,"C" I I ! 6_60 mv� . I 2 - \ ASTM A-653 - 2-=' 1k i TYP_ I TYR 1� k" " 4 //. �� , ,HEMMED % - , I \ DMETAN. I , Folukro DETAIL , As N 1, URADE So MRMALM - - EDGE - - , I Eocr i]grT. 01 \ 1 �1 0-60 GALV \ //" -1mi,E,- " � N, I % 4 1 L At 48,6 1 , - - � - -1 ------- I - - - - - - - ""; ---.( !�, ",_� 1- - - - - I I _ , _ � � � _ - _ f ir, 7 I -----I - , _ - .3iwo* -13150 _ , - ___ - � ___8,2W ______ - .T��. (1) MEM PANE 4 END MRM PANEL --2AS7'- -- ,-, , � !, - 1�1 -1 _. __________ --- I : i I i ---I - , -250' 2.187, - -- PANEL �s oVI 1 125* %:-lF-20. .12�� 'I,- �____ 1-250* , too- ,&J, , -, : llft;10. - W/ 'EMMED EDGE , - " I 11 [�_IW ka I Q_ i 1?1 SS STUD Mr.VED S.S. _SrW RAI �.750`- X � .-. - , �` -_ - _,"� I ,< ` � ,ur I r_ i " I I I I f TO ANGLE 0 TO ANGLE 0 - - MOR 11 ��_, . , , L I 1 12 .. /2- IT C. U 117* Oc. I __ - ___ , "_ I I 'O"' . Z //'_�,�__� - - - - I "�-' _ 3,375- ,By 091, �093, - 2.000 1.560 ] I Mw 1.5w 1 , , ,--,, ,�;-- -;- - - . 1 2-12 1 - '< �, �- 5. SET .939* .930* - 0. ,�� , ,�, _r � 09�: - I 1 4 A, I - DETAIL I 11 -6,25 �, : 2 125* It 375- 1 � 'I lZy'! 1, IZSTw- �—__' L -- - , i - HEMMED , I __ [_ I � I , , , �, I 1-1 - 3 k I — li ,`,, e � � I �.� I , , e : I 1�- , -,��l - , - I I 1 $' W., - ,-- 1.500. - �1,_.W-._� t- ,, I - ,,/I;,�-- _*,30'�, � - - .�11 ISOMEIRIC VIEW DETA" ') L__ 2.goi ��*, �� __ , ROUNDED CANER 0 ENDS Of PANI 0 7-OW- - - 19. END UP kill HEMMED EDGE, (�) 'b" HEADER @ "'im (�) ANGLE (4 AN= WITH STUD 4 ANGLE W12i (N.T S) REVERSE 110 f - - -----I VAIN I I SEE DEU '374, � - � - f__l 1/1. A 211. - I- C344* 1 TOP EDGE -1 �096' 27� - 7SO' - PANEL .185' .__ O"Vic* . � i � ,om F_ � - T, �-+- 6:,r i , !�S . , islk- , - I ,/.120 30. SERIES __ ___ __ 1, I i :;r__ _T - " t SL SM, M'Dirro To i T f-T-7 - * �, F - 4 - i I , 1 no, 656- 1 IA " go, - 6-- -.-'! , .,,,. ,,--2--_, F_ � ANGLE 0 12 1/2� 13C I 1_.� . 8" -i ) 57'. - , -, -_ - - I . I�J--_-___4 -1 I I t., �-t __ � __ .M 1 1.343, 1,671 �`%p I �500* f__I ip� , I I 063, � - %, I 015, 7iO' HOLE 104 I 1-5 S42'. __ i � ) LOCATION AT '957; - 11 If __ , I _ I 0 __ - .1 EVERY PANEL 01TRILIMP _ __ , t - mi,I ,am' ivag' 2�000' --- _ .084' 7.0 . 00" AS11:19 �� __1 - _.. -,:TYP�) (�) KEY HOLE N � .;i" I 1`� . - __ M, E' TRACK ANGLE (-_"" X *E: JWK Q) FLAT PLAIED `,S) I , __� J_ 11 Ty ! 0,036, (M,) - _094' ,�, -,� kl"t"Hol'o,", WITH STUD GALVANIZED STEEL � .344'0 1 , __ "I I, TQ SK 1,_r`_$I _ , / ( 1 , '0� t�y, � - 'IV W LONG J V / P I i T� �! , 1�0611k/ '1� `�i4, ��-N I , " ", - - ,.,r I , % ' M-5-6-514 8 i '37r. I I \ f : '. S I d , %. I _1 , . _4�;( - .� No, 44167 I T Y�� I -'I - B �,, 7 I *. i*! FLORIDA BUILDING CODE (JR41gh Velocity INJAL cone Zone)l . . 1 IA i - - I - * 063,_ I, = 1. -1 I . J�� NICKEL -:�... -* Dr 4' W.20 Puri Wi FP -====4�0 - TEO ZE En'. t STATE OF . -, , I- - A2_ I 1575 WUNG N F �Zt 20 CAGE GALVANIZED STEEL STORM PANEL , % _,�. - �, .4, ,t GROWN BY S '-.",-If-�O' � (�� KEY HOLE 0�,- �? ,:-,:- - --2,001I - -: ?RI1 .4 AT PANE `--_� ,;�� . ___ , , __ \ QJIBAL PROTECTION PRODUCTS, LLC. "o/oZZ" _; �_.__�- 'T, DECO,.., �;,_� iii-�l " ,�, 0100 SIR, �l STREET ;,00. ; 5 t� ALTERNATIVELY, USE WIND NOT WIOUT �-�;,7 - 2_w� _ _ _ _ & rk*NMWIW 00kOANY DMe. 11 1W`I`liUMii � .1. TING, (., MONOUNRC %A5A0 W1( ADDITIONAL 'llel-75-51 FAX- -TNR 20-176 ALUMINUM ANG - OM-,-.- : ORB _ . 7/a'0.3/3r WASHER (11AINILM DRAWING NN SIM OR NICKEL PI.AMD SIM). OF SENJW#F%ff_,0ATE tA_o.o.TN0 I i - �w MORT 2 . M I - 3AI rl '.'_11`7�' 1 1 FRODUCr EVAIA �ATJQN REPORT NO, 20I 2 R - Large missile Impact load tests were performed under SSTD 12-99 standard as pet section 1609.1.2of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report# 0814.01-01 dated 03111,`02 witnessed by William R. MBhner, P,E., Sorlz Ill P,E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespeda. P.E. and Henry Hattlem, P.E. Large missile impact and Cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by Amencen Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio �. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P.E. as per ASTM E-B and Tensile Test as per QC Metallurgical Report No. 1 OKII 31 8, dated December 1, 201D signed andsealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2,1_5�C RALEN%NEERlNfi_CALgW_ADQN_S, On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, I nc., dated 12/1 B111 0 and 08127/13 (for this revision), signed and sealed by Walter A Tillit, Jr., P.E, 3. MigaILE IMPACT RESIS _& ,-T-, NCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WINE) LOAQS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P,E.D,). drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 'llolitilOtt", ooi� A I Irk 4,� 1 . �41;> - I I I I - I I � .. 'I N't � , .t. � I- ,,,�p E �O 1_� __-, , - " 44"'..... - --Ic= __4_ - I ___,____�� "I % /= - _444 67 . =S 71`4 21 * *. * = — I - ,/ / % '%, 8 Eor .,: - , I . . . o . " , il ,.'.� RL . ., '.� . .� .� -.111. liftilillo % I I I ZB9Z=EVAl,UATl0N_U,P0RTNa 29-0727.02 3 5. INSTALLATION: Installation shall be performed strictly in accordance with cictai�s indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product EVaILIatiDn Document (P.E.D.). drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 15 and 18 of 18, of Product Evaluation Document (P.E-D.), drawing No. 20-175. 4w* ( 4%Q 6. MATERIAL CHARACTERIS IFICATIONS; 4= BCS AND SPEC 414i � Shall be strictly in accordance with General Notes and Components indicated on 111114 , sheet I and 2 of IS, of Product Evaluation Document (P.E. D.), drawing No, 20-175� C2 _J Anchor specifications shall be as Indicated on sheet I of 18, of Product = _= CD __ Evaluation Document (P.E.D.), drawing No. 20-175. I" = " I 4j _E = = CC 7_LMJTAIIQN$_�� _; 1= . E CC 1.n 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru; 14, Indicated 1W) .< _= W - on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 3: .T pneparied by Tilteco. Inc- and signed and sealed by Walter & Tillit, Jr., P.E. .2 = E > C, CD 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES = � ') as defined on section 1620.2 of the Florida Building Code. -r, B: = -= 7.3. Product shall only be Installed into poured concrete, concrete block, and . I .CD F. ICU �M- wood frame structures. C= " = Product Evaluation Report prepared by Walter -A. Tillit, Jr., P.E. (Florida License 2 No. 44167), President of Tifteco, Inc. (Florida CA-0006719). Ica. WATILL D'I TILTECO ADMON RECORDS IP, E. REPORT.2( GALVANUED STEEL STORM PANEL , DRWG # 20-175 I, 1/4, 2/4, .3/4, 4/4, 5/5, 7/5� +1W/ 0. 2W/10, 3100110, 4W/10, 6/5 5W/110, 6W/11 & 7W/11 � 3. MAA - -3 MA`X___,__ _______ ANCHORS; FOR CONCRETE SEE SODOOLIE ON SHEETS 0 & 9,.--- � I 1: ke", I FOR wow SEE SECTIONS ON SHEETS 10 & t I -----I* MIN. � — 0 ___.� I 11 I , 0 6 1 -..--I--- ___._ D�M,.�23,(�)�(�4)1(&,I�r-7--I--!------"---,--7----I-r-",-,".- ,i_,___T __.__� �' __ -, ? __ I I - � � - - -_`T__' _T 1' _11__I___T_ , � I I ' ,'," L�, ___14_1 - - -I-- - - - T , I I I , i i f I , , ', I I ""' , I . I I � � ........ .. =7-1 I I - - I i I I @ ,+-- 7 . ......... � �, I ! , I 1 1 1 [ � I i I I , � (�)-,(�). (D-@ I 1 1 i , , ,`_� I � 1 ; I ` 11 � � , I I . ! t i I I I I i I i I ! " , , - i : 1 � I � I � . � 1 1 I ! 1 ! � I ,F, , I i � I I : I I I I I I ! � I I I � J I 1 1 I , I I � , I i I t i 6 i 1, , � I i i I I : I � ,I 1 � ; I T ' 3i : 1 ; I 1 5 � [ I ! I , L , , I I 7 I ; I I i , - 1 , � ___ 1. i i ; - - f- - , - 11 - _ --- � ED � � I f I i __ L_ - _ , - -.,--. - " J J __ , I 1 6 1 I , , I - - ___ _1 . - �) [ - - � : - - - _T_�- F_�___-,_- -_ 1, -_ ,.- - I . 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I I W � I I [ I I - -1 � I I - 1 E L I I -C _(�) 2 I �11�'� I I L i i IF I I I I 6 - OF - I __ -, ,6 : � - , L--M.(P : ED - . � I , ,,�r � � I � I I � I I I . . � ,ill i_; - - � �__� - ----- - j, - , I I - __ 1�� I I ; - I � : , - , I 11-1 I I � �'., � -1 1�_ - � �- ", __ - 7 , V` I VAIRT STUD 0 %,�, iffiL -1 - - � � I - I" - , .1 T �L_L I ;Z,W., I ."', " , ; a-313-- EA-- -I � -1-.1 I.& I I ICD, 1. I I _'a ! - __ - - ' MAX I � , ," , I CONgam OLOrl, 1 117 � -4--i 1 I 1 I-= � - " � � � I � . � i_� - r - �J" ; � C -, -- -_ � , - � - NCIRIPAX I , - REQUIRED. . I ,�� , � ! I , � ; I : - , -7 -_ , , , , " ____ , I q 'I _ 14� � " lIr ac i I I - �=- - _J .�. _ -,,,.-_, ,��' ! : � ! � � i . I � L � I— I � - 1 - i i�� I � OGHE,E, " T � 1.1 I f , I � I 11 9 !": 9 11 olm sm 0 - 0) 6 i . , 0) - . - J . �w 9_ I 4 i 12 112. 0C I i T � i . I L I . . : I I , 1 =3 M I. ,I (D S o., %, =14. - I !tl ASE I I ,1�. ,f, , I - 1�'�� : � i I I � � ; I � I � I � L L _ � , 1 dr, I,a. tL`%.l4NA 1, To— ,1 D, I I sm Sol � � 11-f " 9 i ! (ELAN) .WIV -..-- ��4� 1 - I I I L - - - " - L -E, -, - , --- � � , � I I _', I -1 IKUM* - I _ - �,L I I W, TRIMARTI I , 1 i I 1, A omw. � �'e � , , � Le, I - I � - I 4.1 > -1 ED'" , [ i I 'I a SCALE V16;* -/_ , 1 I 1;�r Mi Do � j, , to -i!I f - � ! I I -. wr , 1)YRZB=.11I_ I V I I .- , 11 ��, � g�__L I - i I I CASE 8 ( i,--(W=. - 1 � ii� f 11 � I ,_ I �,, � r � I L - I _r , 1� I I �j,:� - - !-_--_' - I 1 W-lo � , 1 : X V, t —00 t : a : 7 1 1 1 � : i4 -r I , I _7 .1 ; I l I : : � , , 11 c - i I f � I =--! I I R illl�li"w W___11 SCALE z/16 � A ` -9- to ; � �, � - � L I 'T I : I I I I . L � I i I 0 R 1� - T=FUN - 1 . T I I AT WAIN, U �, r 1 5� 1 ilk, sawkivoil I I , I I I 1 1 1 � I I 5 i 5 i i �i� -2 In^ r 1- 1 - � - I I M-1101-11 - I - I � NIMOCAl Of i - W ! " �, � , ,. __ , ", . � � I I V " _1�1'� - - , I I i , - 1�1 - � I ,WaL "oki, t ;= I - ; a ,A ,�, Y v i - - � � ��, . � - - f i - ___ I'll _ . 0411 M" `.W "I .- I 11 I "I - I , , , , L , - L I ( = � I _. 1�! 1 "P4 . � i ; i I ; : � � - I J - Dr.-L -� I I - - V.- , III. " 'I..- I I I -, -1 I 1� " I , 9 i I i . ! I � I . MIMI 8 1 3 i ; 9 I : I I I i � : § i 06,- � 1 1 i ,_ _,`M` ."W.", iml=`& _*,� _ � Blom W/ I =;.� � ,; " ;/'r=,. d I i - - I T-91 I i 32 N -� ti ! L ' � : : 1 1 ! � � ! oWk I I 5V, 1, , 9 �X'411�K,4.11* � I I : . I ; � I lk I � , ' .W' I L ', g " 1i " I - i i i � i � I 1 1 1 ; -1 , � 11 _ 01 � � - =_� I I V,� A� ' '.� . 7'77t- ; I I I ".-IT -_ = ! To — - Iil . i � 711� � � ! ; I I; I � : . I RIA, " SDVAMU - -) - Ii. L - - I i 0- - (f I i . I I I i -f- 1� ,,,. " -,L,-,-- I - I ! � _34mp� To Pwa I I -.— - , !! ic"DILAP. ii � � , R 7----r— , I X�,,- �� q, L:,-_", I 1. ; i 1 li& I i , � � � 1 1 ; : I I I � . I I I ! I I � � - _ L'. 4 1 I , I : , < � .., i I --- Tw-_,/,V, . , i I � - � I P y I.,.- - -_ I I I - I I i L - - - - - - ___T 7 1 b� - - I (n 1� _. ; � I , 1 , =V 'i _4r.;n , -:�:, �1, - 1 1 x i I`.1 "� .. ,.,/,/, _� ( ___ - - ---,,,- - C, 1� I_ - - ___ - : ; - .15, ` - � - ____ - -1 _ L �-, - __ � J I '- , . I : 4 , " IRK I - � I I ____ _ b? i I I L- I � I . I I - e _ 4L-:�� E E-0 �� i . L_ 1 , -1 . = I="-- = -- I ; , L I - � . I -INSTING POURED I . � �49 - 1 ,,t U,'t 0. L � OMI 2 1 "12 1, - 1___\_ .1 _� i I ! ! I � � =4�— — . - I , ! i 1�1' - e �� i VAR, I'lig - .", i - /I 0 -N 4 �,,�l 7, �, It - CONCACTE __ I 4=-si 4 - 1 '7 ,,,r - ;, EXERNG POURED L - I �� I EXISTING POURED E IT , , ,,, I � � - - -_ 1_'L_1 . d a. 1 �, F I I CONCRETE Oil __ �,�. �_ ' �,�` ,", �,_ -.. � �. . C11-0�/ I � I � . , 71 - -III-0 CONCRETE OR i CONCRIEFE OR - � . - - i - L.. ;1 ,/l . I i ,Z I I CONCRETE ,� - \ . ; I �l "7��L�, BLOCK i% � � . .1 PAF_ mrq� (a I I i xi *n WI 3* IAi - 12 1/2' .0 11 - REOU'RED. REQUIRED "I I Ir I 161=" Mx L*111-11 I . 0 REOURED RLO,K CONCRETE BLOCK - I I it I L �. - I � - 50 i - - I ! 1, M-�____ - I �? -��__/ , : !. �, � .11 IXM.,;&.@ M� =___ � - - � . - - -_ "I III'/ I EUSONC FOURED E D. - % L I =1=%__= , 0 . Mi` I ,� , �, .", I I - � . . - . ___ I 11 �,` I , I .11 I I " :� OF I ��: , - 'f �,%' � �' -�.-, � .F L I � "I . C;4 I I __- IY - CONCRETE OR ! I I ' 7 " � �' I � : : WM F 'Ll = , __ ;- 1; � F , * , , � r L 3- - MA2 i_( : 1 � I �� L, I i ��RT , ! C" , .M, I IL - I EXISTING POURED __ L REQUIRED I , . I I L ILr � � -1 SCALE spa�l- I . , - � , , MAX _- - --- - ANCHORS FOR CONCRETE ME SCHEDULE ON SHEET 9 � - - I L �, , , --'--- FOR WOOD SEE SECTIONS ON SHIM 12 - . I I E'L � ' : -0 r , I - __ I CONCRETE . ',�� -= - ��""# ' Ill` .�'.4 . CONCRETE BLOCK � , EX or I . -1 (3 'T� � : � . ! - G C 7- I "I ,F� � L, � ,Z7," � � MAX CD _ � _L11 . . . 'r IF* ?"q!I -11 - ___1 - __ - ,-, i t � _3/._ . , . I 1� I RECUffIEDL � F . 4 1 - 1/8"I I I "� ; I I . � 011101 ��L' I I / -1 " k,'i .! UPI, le �_� �__! I CASE a (a") � _�3 _ _Lr t - (3 Col - � - t C=p il CAI�h�rl�h) , : J;: , �� I'll 1`R"GNl - - ;(1 " - '_�" I ' , &TP CONCRETE BE" 11 _L �, L � CONCRETE ANCHORS __ _# _, . T , CONCRETE ANCHORS 0. I , ;",A) ;%,, #,W _,,,� r - 4" ,W/ ',18-,"qtr,.RWo '7� I REWIR"L � �2' �012�y A,� ": tX IPL ,-, j I? : I "'L, ' , ��'.q ST IL" " PCL CONCRETE , ,4 ,� A a ELEVATION -mu ON � - (SEE SCKEDULE ON - -N' -1 (SEE 5G.EDII ON___ i � , , 0 4 1 1 STUD a 12 1 _ I � SCALE / STUD ($a ScHe , GO.G.M ..S '1�1 ANCHORS ,� `� I "L ___J --- I_ _ _ - k � I ___ "e". ,I � ", " lzrsc= ON , - -11 Si 0 f il '� ;�t�/44 �� __ a,--:,::, =,-.!.-, s ,-A.- 1�� , , "" TNRWGN 9) SHEM a THROL" 0) �wl SMZ�E 8 PHAVIA. 4) SICEPI 8 THROUGH 9) =NNIN, � ,z, - i Pr ca i , - I I I SHEETS a , I - LL �, f,d ; i - I I i __", I i � 1/4, MAX. GAP I I CONCRITT 5� - ` _� . �_� % ��,_ " - , I I F, R : : _7 I I L. I I � , - - - __ � I __1- I I �t IL P` I � I L " , 44= ,. _. uk,- �.�,,�.' -C , � I AREDAN6 �_ 1 1""'4"', , " ,�L " L` " , � � I 0_2 1— iiF. %=_,� I I � i - 0 .,� , - � PLUS OR U 1AP-ORIP - C4) ; , = so = _ 7" A i ", - , - J I : � , , Son" L-E-Z 2,47' . ESEE SOISKILES ON , � -1 : 41," 1 1�1� J . � i , SHEETS a & 9) " _ , , - _` wlk� flfff �D, - i � . I I ___ a Spern, a TMI 0) .11 � r Nil, I t � . ! i __L_________1 - --- fL - __ All TZRINATE MOUNTING W "; BUIL,Q 0 7UM, .1 2;±-� I , _1/4-0i IS, BUT x - 1 MQUWM ";_�_ �_ � " ��_ -- L", �� I 11 M 0- ' _ , ; W., - ,-" I - ,1 I _ -_ - ,---�--,L�--,--,.�--.-----�-'-",- A, _.-��'_ I �.I,. , LL I I , W/ 7/8'.VS2' WING NOT SCALE Va ZL01QftX_k_JIL§ _. ,I, ", -,-- _14 L � � 11ANT" :Em,; ENE :�M,T IWETAW K,V"- I I & 12 1/2 Tt. I CONCRETE ANCHORS, � .. L _ ..---I-,- 111-11 1. I 1� " rolo � , CAUE 3/9-,* SCALE 3/8.1, SCALE 3/ii.l' "AR wom ii , . 11___�_ ,i I I VAL'a ON - 1. -1 L .__ ,.-----,.. ---------- - ARAI X11= =2 ,l I I I CONCRETE ANCHORS : III=, 1/4� MAX, I 0 a) I EWE DISTANCE - L �/NGRER` ANC"M STAGGER" I � - I (SU scHEW." ON a ED. -(EDGE DISTANCr I OPENNING T)*CK A,VM TUBE OR I' F . - CD - - PP `-`M me (SEE SCHEDULE ON � : SLUIPI-A-A-ZIRKA U) f ; I ii; _ --pocE OF EXISTING A` NEW I � WIDE . VARIES X i�8* � &A 8 1 -14 'KV 0) SHEET 9) i N: DOD 1111111 i I 1_01 SEE SCHEDULE ON 1. ' � I- (SEE SCHEDULE ON I � f - CAKMPON) L , =PBUN 19 WL - I L I EXISTIBG STUCC / P Y WOOD PLATE SPA,EP 11 SHEM. A & 9) iii - 'L I --- �NURED - OR �____w A7 09 -.I- _� , * NEW I' WIDE , VARIES , 1/8' ': _\ RECLINED 0 ,R� - __ I OL. REQUIRED SCALE 3/J2 - , - A40INCREN, ! I I , �, REQUIRED ftXK �� I I, D, N I SIMLIM, : ! I I � F-70 . r� D RECT MOUNTING 9 SHEETS a & 9) , VOOD SAND : L ; � 1 " CIO � I I . � I AUI TUBE OR I* , VARIES I DIRE I AND ft M NQrL_EPF__QQMWN61IQft_QE_aECnQNsi ?J WOOD PLATE SPACER & MPUNIING MPUNTING � I $No i . , . I TOP & BOTTOM MOUNTINGS CAN BE IRM IHMQN lm� ! Mc. 1 : , BEHIND TRACK �, 11liMt! I 9 L. � I ; TOP & BOTTOM MOUNTWGS CAN BE CONCRETE AN001" �, , I COMBINED IN ANY WAY To SUIT ANY CASE E : - --, la-M-6 - 'N ""IIIIIIIIIN", .- . I "' , �% I L 1 INSTALLATION. SCALE 3/16.1- SCALE M ' 41 90; "� � - SO4LE 3/0-1- SCALE 318.1- , " ' ;71CR.1 T.;;7 ,J ! iscE SC'NotPui ON -7,-,',', F 1 - - ;" �B'INM; , ! I 11; I -, ! 9 I ,,� 1 1 ; ILO i" "",4 , ,,�,�- r- Fk A. �14�7 i ;� � � --- _ kilW,I;NN' -1 ,,- !,4 INSTALLATION, I _,T_� SHEETS a THROUGH 91 � 7, _7IACK C.M.. . L AIAL LLI _ :��,,,_,�. dx I `� � k ti, A T14t" _�7��, __ I " "P� -,�,%� , 1,,`� -1 V_ 10, I I :6:1]-c", , � . , "' - il -1 1A0 :.. - ��is 7-- , I . � , . - -- - , , I FXISIING POURED �i __.. --,, ,*!,F� ...... -0- I ,.� .. . �a§ FLORIDA BUILDING CODE (High Velocity NU icane ___.;;� , FLORIDA BUILDING CODE (High volo,�Ity MIA, Diane, zone) LN , .. . s FLORIDA BUILDING CODE Wgth Velocity NO cone Zone) , � cow A I - CRENE Do K., I I � - I I , + III - - 7 __ '77f I i ril I - I U0 kni-I Ni - ,�� I I I 1�t' -_ I I 0, � I I i! I I In A- I I 11 �', I ,7 11: _S_ - __ I -�- COWNG ROD L 4 =,,, Ae�el � - -- - - , EXIST, RED 1 � M * 1 - < I , I � pIz L.� :,q .. - . . � ....... /,. .. I I --- �:F� 1 CA- :3 - 'Ns -. ! _'. / , .. X�C, � �Zono) _��____ , 4 REM �3/.'_ L Z : � - Ill., � - , "�L 11 t= A . .) I y2 CONIOREM a" . iz NVO" I'LIM INC - i , : FLOW TiTECO. - r.p , M * , IG a W. RECURSOF 11 = XURN, BY = � No 44167 '; 1 REQUIRED. - �-- ----E.0 - I - 7 . = M" TIL'I �. ,,P '. ,Rg� XK ::� gow . mcat - .1 20 GAGE GALVANIZED STEEL STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL , -,- FIS - , . * - la--1 .1 NXE-foll-CIMINI ", �O :7- CONCRETE I , a .. : 20 GAGL GALVANIZM STEEL STORM PANEL NUAN OP ,� 'WRKI HOPM. Z _Qf__SE� III; � . Is" ON, -11 - .. - aw -.1 __ C11 . - *. * 1-;�4��! ��-� _L ' = * 6--Ai - �_- - N /11/im - oRM/R%LG a - WE . Z SEC'nom X-X IIII. E.D. - EDGE DISTANCE = SHEEM ) -11 i f"l�-/2= Ali SCALE 3/8.'- , - � GLOBAL PROTECTION PRODUCTS, UUC. III - (SEE SCHEDULE ON TOP & 901-10M MOLINTINGS CAN BE __ - - - - ___ - — GLOBAL PROTECTION PRODUCTS, U.C. RR&k_ALJDE_0 - fra It ENtlounco" t u4i FL. =IA INSIALLAMN, 1-0170 MIDI, Sx S 9AW - %"A"'. , AIDIII, ", P. 2Q_i76 Fll� , I FLUT TESTING A 0MAINQUITHO COMPANY b.AL IT. 3w, � A.A.. - PHONE. DIU . - - W_/_ _ (9")#N-7$*,, FAIL (05.)elk" 20-176 \ GLOBAL PROTECTION PRODUCT$, U.C. OATE �,5 - __1 I%X TE Or NITI. - . , � ---I-, Z \ Few SR. 51 STREET WAIL EQR SPACERS REG 1.. . JCUF,_- . / . ,Roo Lw� 6 STREET SHEET 9) COM51i IN ANY WAY TO SUIT ANY , - CEIUNG A � OFIlt � � 1E C 0 INC, IILIECOimc � ., �� 1 7� t. ;Z = - 11 V 01, , < - - - - l=.%Xr= "_Imo� F. (05064i)-a., ' 69MM TRAM ADJAMW-1Q_��= 6 - _-R`�tlla�,.":!`X,11_1�_11.111 , Z VWM.1__-_ - I — (IMMIM HF, 11 T� _P ��_ � MP .. 11, I TILUT I4 fl. =14 . �S IN i � 20-17b I I `k`V7 POOMIL; W SWCALUE " AL 0`*N__ I.. FOR—- .; .111Z.1 A A-1-- CA-LiclGI WFAF � I-i-A, , olkwal; H., I W:'- - - , . OA,I _!Tt� 1 amewl.w 4 -.1 I - I - I - I — IW. CA-0006719 -.1 — I R-d- I k�/SWMTURE/DAn WALTER A. R ::::::::::�,� - I -IF --- 0 M-Leclor, = ____ I � SAW I, I � - !�� = A _ J a- ` 7!=Wa I - , 7- 61 i i - IlIIo%0",;r,"""/"` FU=gA ILA, R�nw. PC I . f - . 'r ,,, .11 _J - T 1841,11 , oF 20 1 1 1 If , P.E� kili A It" PE I I--,-,----- - ___-a�� :!,r w - ____ ,- I _L44I67 ZLE� I I I I -.---- __ __ I SHEET NO. SH 1.0. - — - _7____] - - - —I ii I 11 11: If _r__ - I L I - I __ — — - - __ ---------H I I I I I I 1, 1 I I 1, i" 'L III -.: A I I E;I I . I 1, I I IT- - I - , I . I - - - - I I I I I I I - , I I - SILL SRTmNS t W a /y WALE.. A D FLOOR MOUNTING INSTALLAMN FOR a.99� :RR mlaiWrt ANC.MtN rr a P' { ]z.4 PaL Im .T - — SPUT PANELS _ _ 2solw" ON :Tjva THWU m s �X`. , AMar. ANst �.. ... 1• �"�a"c'n•-�• I :-. T�--•CT'� . I 1 C Tit", 71_1__"_,__ Y 4oct r4 Ju I-4,i—t10 n a�w p 1 1 I 11 1 1 1- i i a i 1 1 i i Itaea. I 2• 6 $ �p a i L N }-NNUMN _ A i JJUpf(+•4 ,wtv aotnTiw f .A 2 EDGE IFwIn,N` rwtn BI.LN4C MIN. ED TT ELEYATt(�t') �m Eu rwP t SCALES I/v = I" r3�T'�� I I PAMn W s -P' AMm PANEL .{aP,E[SIy-1. ?-t-'t"'i-i-f.'""� ? , / ssn � Ate'_" 1...9.�� wn.zar • ir..am4uxr w ,ws ssry s [{Nl lkAWr PF$iUR! RAEL . 1r•"'" ,x aR9ea f a f[ a e u: 1 uwaw -Rau-Tc +ucr Ps•- »P wJ - + # 1 64T,EWxF ON INS SO",) 4 I anr. »am+ 1 I w, I,w,.• ,, unw.rmtlR+isw Irrta -'-w 6c WnoOw ae7tsc0o i 1 sb. 9.k3 a r o.c .;'ia1e as wovt ,'t'-" i I i I TI�-, nuts mtw.t I , �__ po a wxn o• w awa j - - �» nnu SINS IS OF .asA R..L-]zrapssns maws-__ uxLmx a mrr. rh 2 14 i t 7` l A 2 1 T Jz• Eft, OP . 9anan ,S} " 1. I 2 = kMuaN 9PAN • ts� u+hxaS, s�l'masl•-.- / a" Y SPLEE 51 ELEVATION I 1 a SCALE t 1" ! N lI SCAt.E 1 J4 »i DP„�,A Y) A SCALE, i,f4..i• PF Mwu M ($ i° w W{M m Jd4c1S911eJ. w CONMgU MULLION SCHEDULE flWM1e D " Y ,,.•-' tICRDN I2eSA,SEFTiEEIfFbSAINeAEttkPR44y f / /�./•�E/,�.e,v•, LL o, -T'• t.+�`i ; ' iWNOFLTf A,A')4m3 ON IT M MEETS s aa 4) -1. r ._!.-1i+��M +4yPOAaa SWR/PR'KpWa I, A PAw�iMa 'o sKE U..MULLION SPAN (Ft) RFOURKO NIP.. REQUIRED TUBE MULLION " �".Nfi.,�H �s Z =�Y S`Pyi:Ht•,�^C.A,E� N /'. ✓y - No. 44187 ••, - 3a: o J - > #'-6` TG S'-6' Z" 1(8' 5'-8• O C-to, 25' 7 x .: ,/a'. I 'a> # � B-10` TQ 8•-Q' 2` 6• x ,/8' a SPAITS YMNI FOR A.S.Q 66K#! PRESSVRE RATING UP .O 55 Q per.,, -'ia.0 P.R f. •, S__1p M Ti}BE'S QP{A'S9L7N•SHALL 8E UT MIEtI SiCTIQx � PARALLEL TD sQRM PAI4ELs LENGTH SCALE 3/8-1, NOTE MULLION CAN AM BE 4WALLEQ W(0 STORN PANELS OM TOP OR BOTTOM SO THAT IT O LOii.TEO AT TOP OR BOTTOM OF OPENING. (ONE PANEL. OPENRNG W/ TU6E TOP # BOTTOM) INSTALLATION DETAILS FOR REGULAR PANELS 1 & i j1 INTO EXISTING WOOD) STRUCTURES , 11Y fat ,NPr#9 .... i _..-=�Ya ZWRR14 Y90R HrMQ. "- �-� . T P-Wr) 1 FPpARRSP T :l 4 ca x,� I - +r U4 4cW.Ya w 4 Pa ♦/ TF t . tM rpn n4Mat£II PRA:M1a1MM Aa SkS,WW rpOa rP.{ptR ! L 1 <'R WG lPK1rf 0.C-•f I //yy ;SrRNArnm MN: RAR,Yq } tP ibmM16 {tWp rValdl. ... -_ IXaIW INlPISL ,4 NOW ,`wSr wx AP63-.M � { WAV%pCUr )) aM,RWwF W/ M$ Nkft RP wrn SPUD+ aka f A4 2 A2' I 2 Nun ri,aE W/ pCs YAa N xlaiq wax xrraWr ee WAm� a� , IJLY ( JY "•'-+{Y" ly}kay, ybpPt} l P !( :aN'•r illle a I] 1 N}rtOC I:. 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FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN '�� LENS' • • - - FLORIDA BUILDING CODE (High Sleloaif Nurrtcana Zonal) PINE NO, 2, W/ SPECIFIC DENSITY OF 0.55 0R EQUAL •" No, 4167 - - Oa0P0 rnTeca. 'Nc 20 GAGE GALVANIZED STEEL STORM PANEL r"- _' DRAWN RR oMei ATTON oE�TtL Ns: Yf.LE4E. _ N _ �r GLOBAL PROTECTION PRODUCTS LLC. o'• ST OF4 1 E C© INe. A e '..9�•••. .. s.W. s,ssmEET TOP &BOTTOM MOUNTINGS CAN BE rt• A : L. RID "7�'2.4 3 iJ �`. F TILe/t Mat EMOtMEiTT{Ma nt)NPAN'! OAYR. I'L )A 20-176 COMBINED IN ANY WAY TO SUIT ANY .i F � •'' G /` «P tea. •., a m — rWtlaP, n .1. A - T4a#k�-Ts+s. rhr: sa 4-Rnx to YRa vrP« UeE-� — .INSTALLATION. . JSJ^j(] UAL � N NMIMHA S�"rks E, '�- ON) . !T ORAarHxc Ns WRIER A TKNT A, _ _ IIANNM T47 ,� SNECT la �' 2f MGM. A.S.D. _DESIGN MAXIMUM BEMIRE RATING ((. s fa) AND CORRESNN123NG PAIPEHM M`0 SCHEDULE (VALID NLLY FOR _EL ffi INSTALLATIONS AS PER SECTIONS L tHRU 10, ON SHEETS 4, 5 A 6) • BOLTED WJ 11C.-20r1" SS MS d WAGNUT AT OVDILW k MO ENIM OF PANEL. (VAL10 ONLY FOR PANELS(D& @INSTAUATi4NS AS PER SECTIONS i THRU 7; ON SHEETS 4 A: 6) ECBoG "'011111"INM J 2 '' • 9 , SF `� ICEN FLORIDA BUILDING CODE (ML h Val. ty Hurricane Zone) No. 4167 a mTEP3.')c. 20 GAGE GALVANIZED STEEL STORM PARELt, rp *_ * °'�°` mJJ7aa ^ A 1L GLOBAL PROTECTION PRODUCTS, I.I.C. CI+„y+p'• SOS'; ? L V .Z. TR.Lft TESTING A, i{a6YMEEgI OGMPAk'C #4aa S.W. 90 sTREct - OANE" PL =11 Jf V Y t P e- AP, 0. SroA VAAkX+ all[ AIL, wN,va' � pwl mr�°-+ayti r; : i4on1.>Rr-Imi K St1M PWPNE. (49a)R85-7SM.:AT (49f}�3-SODS 24- t 76 J7lMNr 4E144%� �."FN.1'RF+w1YUt8tPV1E `*V?.P.. -. — NFP.rw OFM4A1a Na riw-ttR A P,E Uc.;r" MI. 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W : W r Wtln A•) 3 3 M 1'Qlls. m (� (rinsSlT fJLTOII I Win• m - - - - _'s _ _ 1/4' 10.. 9/a` I" fNeiiS SUP" W( INSTALLATION QUAIII ,EO.R REGULAR PANELSCI) A (`t ,/+•4_LENG sa. Ms e a ,AN /4" PANEL tiTIQiN6 LIP N 6'-O• 6 4' 4 ,(#' O.C. _ t-% roR Lraacnas uP ,o a'-e• /Nc oR p3a-IO iNJO E 115TINO W9012 STRUCTURES PAHRAMGE FEMALE IO OR PAND.MATE P>d5 e { i 7` O. WnH 1 11. wi` 2 /� C.1HNM)En PEkeT rwN ro rRx,��a CDR Au rnwT++s ,.-•'--•--- st ss .:i': ,r8. 5+Dffiw5 i R 2 TtfXFFMO } - - 1 7 I i 'A 1 I I I,..,. 1I -F• y�-•3 2 S T waa3 lroW // J4 Jai ! .€ EO I t f€: ( I S' Nln 6 a a-C. EO 1 3 1 i 1 i k l " I S A e I O •s EO I t I", gg Jl EO EO I I 1 T t 11A, - _ S L I 1\ 4ETAAREn I '-t.J o S i � f E y i ` t i WL'DO EAmR RIDIfNW ! L } Wik� � ecoo "'M n'JCFA —a._ P1UfMlEa } 44IIL7j ]YE 1 W ,SILT, EE�RNME 3/B=1° sCxF 3/8-1- SEE SCHEDULE ON SHEE•r 4 j N - ; -2t SEPARATION TTo ) i `OIL TO troll i CWMCPrM e R 12 t/x 04 Y tanL { t EDT Eft .,: (:' d EO ,• Ia r Eat.. 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FOR NEW Woos FRAME c0 R G Io o B PINE NO- 2, W/ SPECIFIC DENSITY OF 0,55 OR EOUAL _ ^3�_' 1'? i6 ND, * •; rn, ,, Rom. CODE HI h VaiooT4 Y Nu 20 GAGE GALVANIZED STEEL STORM PANEL. cone Zone) F.w. ORAWN : NarF crsg,,.�pNeL�ECTDasI m ; 5T flf __ f �I L O INC. GLOBAL PROTECTION PRODUCTS, I.I.C. TOP CAN BE ljL �,c" '' *+n"'' '/ — No a eMa1NEERtNa ANr 46W SW 51 STITEY awl-, n, not. &BOTTOM MOUhNT1MGS COMBINED IN ANY WAY TO SUIT ANY ' fi$si ' A" F H ,f V. ]..+ H. d n x+,•+ .:e.: TPW1 src-,szT, Ye.. psp rH-,s3r Rtam (4as)ce4-.sus. rFR; (asaJR-sa6'ia= 20-17s INSTA1t31'RDN. J JAJNUNI N110" '.E ATINtEIIDMTE G-OW4i78 w«a mrs a.n •a' WALT" A T4LPt k.. P.E m Ir-Las _ SHEET It OF 2e IN51ALLATION DETAILS FOR REGULAR PANELS[) & t`t�i INTO EXISTING WOOD STRUCTURES i ._., S+-,MAlE PLUS !r0-1 __.. ,. 6'VAN"', ,W 1 7/B' '.` r • S�i Ia-,O P - .. ANELMATE. PLUS . .'•.} ..-`•, .. "Y _ 5 i+- Q.G W 1 Ufa j // -. .: " `;h.._ i,.�, P /f O PANELwTE PLUS -$ +L' -C W 1 78 a T O / ) FEN OHEADER TD I P TttROADETYW':T00 Y P T :'' .."... : WiiEN)ER f'NEtTtAtION 0 4 . -rI '.. H . " ., .�A DER .. TliR PENETRATION! TO FADED ENT:TRA -. HEADER HEADER EXISTING WOOD FAA I N EXISTING WOOD HEADER G I I REOU ttEb i WO Ek1aT,tFG QQ t. I } r r 6 `>✓""'"" i f S , -i I s _ §,.: I ,. ,, .• 'rW 32'/ a i yPc wn a sw t' R4ERe e 4 i(a't10. WOOD HEA?ER T 2 ); - REDUfRED ) ACH' 11 ! mac wr e d � cwnr Sna o I ,r. a,-.. I xs 3 v t 4 jr,O.4 WOOD HEAMR r ReQU)REa I Np^'f ' 7+' A! WO" Lu,_� i Lwm sruP e i F. ,/a' OL ''. ' {_� Lj r i SEE 50EDltE ON SEE i EEE SCHEDULE %ere as _ Frei O. SEPARATION T4 a�A�S.--sms ' r { - 3 S Max. PANED LENGTH I £ S (SE( NOTE t) } - Ncf (SEE PANCL LENGTH ( NaiE i} • 55. e - Mox. PANEL LENCTII _. (SEE N(fR i) !+r-Xdt," YF : kS-Wj 718'Y- 3' ( f EVRRI' GVEA1 aP •,, , IT ? it%f-MJtt S.S. ., i Ms•MjT /R•F. ' _{ i I I SOX 6Qx say l ar Y' �,�J ;. 4Y r NUT WAA1tEREO, i 7(a'e s a(az >I' JENRY SRm e'� � '.: � a 12 , c.a ' CO. _' f f2 T � EO. i WHIa IAn e • • - g Q.C. WJI 12` 2'x4' 1Y000 PLATE _•; REQUIRED ' .. -.. T4-!Q PPNEOMTE PLUS 2"A4' WIXIG PLATE =„T t. REQUIRED Z'R+' XYWU PLATE _ _ REQUmFD YMI THREAGE4 PENEtPAiKrN AT �THRThpEO RENETRA77DN 08' MID 5t4NN OF PLATE 'A j '.� '- = _ E� siuSSGERE'U MIDWOTH OF PLATE O.C. Wf TOE FPENEiwN 1 _ -_ _ _ _ _ AT M)OWIDTH QF PLATE , SCALE 3/8-T- DIRECT MID HDNG INSTALLATION - DIRECT MOUNT INUALLOON )l0I£Ss SoliE 3/5nY SCALE 3/8-1- 1, INSTALLATIONS FOR ALT£RNATNES 8W. 3W & TOW ONLY VALID FOR BUILDINGS WITH AS D DESIGN LOADS UP TO '+43.8, -48.0 Fr.4R. AND 1NPtIHHNFJrirr A,LAM 4 P• Ti(.CJ J4,y PANEL'S LENGTH UP TO 72' 4a 2. FOR NEW WOOD FRAME CONSTRUCT"O WOOD MEMBERS TO BE SOUTHERN 4t.4ti r✓y'�w PINE NO, 2. W SPECIFIC D€Fi OF 0.55 OR EQUAL_ / "* .�': ENS)".• T s : VC c� FLORIDA BUILDING CODE (High VelocityNut come Zone ' N F COMBIN.ATIO4d OFF Ct•`G't7ON5;.. No. 416 :, _. °�°R°,"',"'- 20 GAGE GALVANIZED STEEL STORM PANEL aMWT+ TOP 8 BOTTOM MOUNTINGS CAN 8E CGMBINED M ANY WAY ' SUP' ANY # .• . $T s J ''gL7''. FC ��'•'"^ (' - GLOBAL �� O IMt. �� PROTECTION PRODUCTS, LLC. aT/24/aa3o a,Te IN5FA11ATION. - - RID 5$ ''S, JC ... ..... r ysr "A.+`2d -.s'• r'. i31f:R TFSiai9 * EHWN COMPANY ave SINS sW, s+ sax€E] 9 TAX s6#TRaa-7%3, TAX 2D-t%s IrAJ'JJna A WabM R Sd„er fmi Ott-aT¢ ro [Wn al-Ia3l ONE: (BSi}44C"4T4T a4RaNc Nc L - u-oao4a,4 +.>b"r' unuity: SEAL/SmNATIIRE/CNE WKTFR A. iXIJT L . P.E FlARmA iRT rAa ak-i+} - - - - - SWEET t2 Cr m �A Q) to C0 � ., U Q O O 0— .� U O 0 O O Q O LL U CU p > .� N E O i Cn _U CU ca. .. 7 � VJ J C fl C YI 9 7 v a Z w J tiHIW;NETE ANCHORS CON(NBTF. ANE2'IDA4 FOR OWailCREi ANCNOWS; 'rLE SI?RAULP ON SWEET tsEE arArawLE Q« (SEE SC) ,°" � J emTERNATE s_ FOR WOOD SnREW: SEE SErnGN ON SIiEEi 16 t, 21 s tw/ts f � 1 �8 A�TO�AnDN 8 (1 '�--' �-••t i 8 �`�A� 1, 3 �--•• INSTAL N T F P I 1 0 -SAFETY SYSTEM STitET Ia)� ,.: , - ------------ twLPltD CONCRETE �_ 'f r`�,�,; � >/''i. 2/4. 3A/a91 3f4 ae 4/'4 t. 2 +k 1Y/j15 _a' k4,r 3 -•" i AT ErrQ PAaeL f 25o REoaRED en � _ L_Q 7/z _ _.1 .,_. AT END PANEL = p eveEY i(i' 'ikMEAPm°ttxcsuraN INTO EXISTING WOOD STRUO,TAIR�S I4 -_} - ti j t ( 1 OVERLAP f r [ I f }f li Ta Esas-'R ivmo r+E/•aER PWREO CONCRETE ! 1 I { - ! I i ! ' ; 0 HOLD PANEL { REOLNRED `• - I t t# I I I C I I 5/a• wn. cam I) i • Cn • rit - 9([ LClI_L. sfU� S EOVERLAP .. - ,. Rr - -. ,. _ 3 T2 I ` O.C. L .! ^. T. I 1 1 i T -t "T , T T ,. i . I { SEE I j 1 i TO HOLD PANEL I 1 t ( r t j{ I i i ( 1 I r s j - i I� �� i I I I r� i r � t i � .. i� I� i r � I i � f 1 � � � T 1 ! I� I f ,� ,� I�t _ I� ._ ;�.. S� ox-f - I SEE _ I t PxNzsp i I Otntma+ Pam} (ttittwtoR Pnral7 j� i itrnE'�aR. v E>..) �. I tUo Pu+ )j ( I f s i 44 I i 1 ' j. ! - � ; i ! T: 21 ('OR SwAtwo. 1 FOR MOP. SE Rkn_N } f - �. - )-"d- I t 00 P {� ahss : i ro GunsTL E } 1 f - f ! 1 1 Eo U) ]/e'i.3/32' 1 t 7 8•W3 52• -3 �--, I(IN,T i ` r 1 I 7 t' FNTS) i i f ;t •{,_..... I P NIT o ; t i I i i i n 1 i' I i - - ( eY °P Ep i srua e x EVER";/x' o.c. STw a 12 i/2' o.c. i 1 I i """` r , -_ �. —. I - T SEE ''�� SEE - RdTEA)OR PANEL \-- END PANEL T a' �' � I.I Ili INTEROR PANED- ...ENO PI:NEI � i ,! 1 EO� I E0, I _ .•T/4'asrt' MMCHRIE _. I t/#Oxl• MACHINE i I i i [ I -^s > - SCHEDULE /1 SCt1E0 u jiI " ! / ,w. P"�._ ," ; ya0p0 R i •.•,. t I TI8' iaa scR� rr. W/ SPv{sNUis 5/8 NMI. (eASe SPfE'ONUib : }""/ ,_ -3 ., �. FORM" --`-` FOR > �3 1.. EJR , , SGMEDtR.£ SCN.'f. ULE i' . (SEE as, I(I+)� � TO Uie 1Y II7 A.C. T W. (TASE il) � : i e Y3 i/4` O,G. � 3 3. �. -_i �, I• 1y..�._I ... 3. i... � _ ... �_. , �.....1_..a.._� � .d..�_L, 1 _ [ ANCHOR ANCHOR i r--�3 $2 FOR ...,.�. #2 FOR ----3 a l LR T i (SEE QET. 2/„) d .__.. _... _ - _ .._ _ , itP DIRECT tiLWHT SPACING SPACING .T.-T _; �,1.. .. , _ r ) T ) T.. Y t (. f sP sPA6flvc I I I I 3 8. 1 I- Y- _ r'_ ... -` I S I 1, f) I I _i_ i f i ___ ER VIOVIO IO� 1 I j! Ar rNb PARdaY ]jW'aea/.>x' ik 2/OiFAllS I/It 5 -#•• y - -7_- ,' LXTt&rMTE LGUi)nN REGIME SCALE, d/Tfl' 1' SCAi : 3/46' I' � ry� WEVC ice] P EVER, ti L SPUD # i7 ,J2 O.0 - ( " AT CHa Pwcls, a f ti AiTERNAT1y�E 1 ALTERNATIVE 2 I 1 i ! j (I 1 I t fw. oe.ns fn MURE RATIN f.1 AND ,(4.«1 MnEs r wEcns P° aoEN cIOR o c ) I } f 9 i I I a 2n#) MAXIMUM I Ill! A.S.D.At1 .DDESIGN i? x`� MAXIMUM PANEL 1 N{ TH ", Si HEDU E amOOK ain W r �) SPONDING MAXIMUM NC F* •--�--� i (N's) isE£• --e a ,(7• oc. I I Ai 1NCHQR.• SPACING SCHEDULE AT (8) EQR wpUC.R r tm r m cr nGNs t ffi ion. L/,4 � � �; i / / et ivr/t5 TS AATjIQF15�I INTO d CONCRETE 4 CQNCRI[E-,�1 BLOCK STRUCTURES oN SHEET )31 s0�d "�` `°rE r s GRM PANE ) i I-1/4r 2/A. DAIS 3/4 at # 4 i 1a 2 '1W tS 1, 2 _ i f ) A OA ASD- OLSmM W. PAIQ I81OR1 I Sit °/IFIEiIULE I t I a I I ! g I ON uii� PTE ANEL I-. OD L A , +-YL'_iYbl..daoDNT coNDLr:OHS TDr_ �.�DLTctM iRr E:o_ �.,'r,.1a� P"� .j "N' t s Ise ft'c 7 o'er ��1g11 AREA W/NG LIFE SAFETY PANELS LOF�ai�iFq OF tit" (SEE NOTE IBELGW) I sE: AR+Tsa+ ! P r 1�,-` #. ♦� T.e REG PANW/O REGULAR ETRACKS OR ... _- _ _._ -._. (SEE A -� x NASA OF VD-afP GLe-4t PAIkYMATf FOWE m RWE/MME PLUS gCRpNS % t 04 tPAYF1 ,53.a -YJA S-6' 2 1/a' w6A,sD j TO D{MK- EOj NOTE I ?_ - F.- r i BELOW) LAST PANEL n TO BE R15'TAt1E0 ED A6 F'faESStA4E TO N TO TO 10 TO TO lO CON �' coia rom D) 11 (� pp I t r i c- I 1' CONCRETE ANCHORS i _ /y py { /� 5'F ETE ��'� L.FXX m CONCRETE IbNCREi£�CO"I'll CONCRETE. CfaIOR£1E OtKTE OF TfRal [ } f EOL (SEE SC6D L �'" .• ; E Si PT 1lN 1 +.lR I E In y/� PANEL OPF.NINC 9144L RATp &DCN BW�I Btnt%% BWFN BtACe $ SHEET Ib FOR ANCHORS TYPE 8 9*AGINn i0R N35TALtAT10ki 4tTp W400 FRAME BUSQ116. I oP 1 ALL OR STAB STQRMALWAt"i ffi PROYIDFD W REAR HANQtE Mea1MUM ANCHOR SPAOM145 AND MINIMUM EOOE OS!ANCE ARE eloc' TEO aN THIS SCHEDULE. rat I EO) ED •:;. x: l� POURLR ODHc IE INIt Ltl10sPOH) TO FALR.ITAI£ INSTNIATION IE 6iTEplDEQ 0- N/A N/A N/h B" N/A. £''• N/A 6' N(A L A 2 (TC7P) E.O. LESS THAN INDICATE) ON 5'ONEDRE REDUCE JRG40.i $PACWO 8T MUUtPLYRq S?K1Pq : d i ' Cw+t RF.OUNtN .s TO BE INSTALLED fM R(7AOVED FROM INSDE co"cRIIE ANCHORS { OF STRUCTURE 55,0. -72A B' 7• B` B" 9- B` 9' 9` S. I 9' , (BOTTOM) $"-0" OR l65 SHOWN ON 4CAiEQULi. BY THE FOUTAYR)G FACTORS f,NR THIS OPERATION TO [K POSSIBLE } REDUCED SPACIMO aaTAINFA USING FACTOR :HALL NOT. BE LESS THAN M-41 SPACINO C'+%2 SHEET ,+'-•"'E.6 ELEVATION 6` N/A N/A N/A 8" N/A 6" N/A fr° N/A ) $ 2 (TtlP) )NC>�P.IEO I''OW LACa AYCMnR 7YFE AT ANCHORS IECBt4l - _ ! wOOO it t +55.0 -72.0 a5,-0` To 7'-r Ela.• Ila 1 rl. i� WALL, MOUNTINfI IN ETA# s ATtON BALL ANC FLOCaR I9OUl4 ING INSTALLATION SCALE 3/32 =," R" 5` B E. e` 7 1 2 e' B^ B` 1 (Bo -ow) ANCHOR TINE - - )4`P IJ+'• 1/4". i SECTION 1, SCAL 3/B° = I" SECTION 1 SCALE: 3/B` = 1' CY®� 7 W 1 ` IJa' MPr s 5= NJA NIA N/A 6' NIA 8" ) N A 6" N/A 1 & 2 (TOP) " " APOYN # rAasgP EvID - Mflnwi[ CNAtiN Rga o H Mea. GAP .55.0-�72..0 T -S iD $'-8 , I r.AP B' n' B" G' B" 6` 8' B" 8' 6" i (BaYYTOM) Mrw AIK,IpR 4PALwla !)P3 _ a s 9 a 2112 r > •- NR�Ni..:f2H..LL';.S1.r_-STD.RSL._E9NEd.�'5S£M IwsT I IAA IN . '� ''AaRePN,AIst w• h.T s - a 3 a s F LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) i s `sin_ /1 - 48: «RI. gIMT£RNATIVE 3 ALTI RiIATIVE 4 U ,..f T wtEflfOR PANELS. Yawl' LATE OR AS AN INTERIOR PANEL. (MAN PANEL LOCATION IN BETWEEN ENO PANELS). B ((ALTERNATE L6CATION r•u _ _ fIa'# Va SGRCd9 u IF LIFE SAFETY PANEL MAY OR MAY NOT BE INSTALLED ADJACENT TO RECUiAB PANELS NOTE a') Ai EN1y PANELSEnM'">*.„.-+ Z ' Ca`tr fi99�MOUN_T-g,QNpLiN'M6S At BOTTOM W: r 13, rr J f, . !..',_-____,._ _ ... _.,_' ... - ' M MY''RSREAOED: PFVktRATbtt Da (w/ OR W/0 REGULAR TRACKS.) SEE RPn I) _., _ u _. ....,_ _. ,... zl i j#TA.rSJa' 6PNs t3N55 a INC W/ Cu/+ A� r� �I NA4IMUM ASV. ! (STLW a sfa' Mn. T16W 70P Im ALMA[) FA$ a Tina @ 3• Wn. n # AiM'lf} APPLICABLE tO __. __ 2 ,/k'.- _ _. ,._ _... ---. _-- 1 i. TI+`#-2nrg• 5.& M5. C 4• ad WI ALTERNATIVE:,.. WOOD FRAME CONp�IONS & ANCHOR LOCATION � `v LIFE SAPERY STORM PANEL CONSISTS OF 0,039' GALVANIZED STEEL STORM PANEL AS SUTiON S—S nES,GN TAPLbN _ 5ECTfONS & MAXIMUM PANEL y m0 i-aO - Im u 114- -'IN PAMEI. AIE FELINE It OR PRESSURE " COMBINXA0 LENGTH 'L` (Tt.) ,011HUHsyar --.. .. . .. _ 'PANFJAitTE PLUS a 6" 4.0 NJJ 11/7 Wn. sClaE 3A 1• i�i PER `;.OMPONENT SHEET 2 OF DRAWING. SCALE 3/32"-1' O To CAM s I Y - ._. IAO -' ,m Tt O Ptt>Eritsnlw m txLsrkac MTDa ■ iH15 PA7NEL AL).OW; ITSELF TO BE REMOVED OR INSTALLED :ROM THE INSIDE OF RAT4lc sn.r:= R y 'IE OF THEM Tp ik k TIL STRUCTURE. 3. LIFE SALET't PANS REQUIRES TOP TRACX TO BE COMPONENT & BOTTOM TRACK TO ,M"N1M1M1HNM1/JJ� +#$•x -615 ;• 3" 4 1 f2' 4 i/2' 2 (BOTTOM) 7'-6' OR LESS �� NS$ ✓ �' f=ii"R NOTE SHUiTtR TRALYts MOT 511GiWt ?PLR tiAMTY Bf GOMPONE 'T SAS PER SHEET 2 OF THIS DRAWING �,�• rkk P: TIu�r j�sy +S2.e -Bs.D j• 3' 4' 4' 2 (BOTTOM) 7'-8` OR I.E55 : CENS •. gig �g sL, T1NH/tHTNN/ Ji y3 ALL QUNTiNG INSTALLATION ss COMIPONENI MAY BE NSTAUFD WALL OR FLOOR MOUNTED FOLLt5WIN0 sECTWNS t & V '" -F55.0 -72.0 2 ,/2" 2 ,/z' 4' 3 ,/2" 2 (BOTTOM 7•-6' oR LEss - ALTERNATIVE 1W a �ti•••"""e ✓ - W } _ ND.44167 - D1A 4 : ''``rJENSF �' 2 ON THIS SHEET, AS WELL AS DETAIL I It 2 nN SHE£) Ia. ` P: ��GENS£ ' +5s.o -72_0 2 ,/2" 2 i/2• N/A N/A 2 (BOTTOM) _ ": s' Stya F. 3/8'. 1` T-6" ro 8'-0' s #T, #` FLORIDA BUILDING CODE (High Velocity Hurricane Zone 7 - FLORIDA BUILDING CODE (High VelocityHurricane Zang W. MTn. LEriG'TH FOR COMPONEM 7 FLORIDA BUILDING CODE (1,1119h Velocity Nurricana Znfla) 9 ND. _ 9 S i5', = NO• • Tt ratrta flLTKO. we N/A k/A 3` 3' 2 (BOTTOM) 7'-6- TO 6•-$- L - • AAr; ++2O9a T4:TEm. P ) - Q MPx. ANCHOR SPACING FOR coMPONENT �)ANcnORAGE AT 8f7fTOM ><• GIVEN ON : * c 20 GAGE GALVANIZED STEEL STORM PANEL F.P. _. - -.. - - - "�'. F P,r' � 20 GAGE GALVANIZED STEEL STORM PANEL rr � a P2a7a Ia1Ew, PIS. 20 GAGE GALVANTiEO STEEL STORM PANEL MN SOHEDUl_FS 1 dl 2, SHEET t4. c, * 0.iE `� aRWTk B : �t} ., iORtD ��L. F wAWk Sit; a * ' $T E OF _ °Rnm BY: Z COMPONENT 6 MAY BE PERMANENT OR REMOVABLE. >4 MiD,tj` ' • r--_- ' a3/aaJ2D70 I 1,5TALSATIONS ARE ONLY VA m MR BUSLDINGS WRt, AS.O. DESIGN LOADS UP TQ Z„ 4 � 4]/M/2b24 GLOBAL PROTECTION PRODUCTS, LLC. was A/ `" 4PE: +Fss, - 24 PA AND PANELS EmTH' UP m e'-a. >, �{j F� Ty10 GLOBAL PROTECTION PRODUCTS, w�. / �• P °""j34 4 . { i s !t GLOBAL PROTECTION PRODUCT, LLC.- pt /� T LLC. S SEE DETAILS FOR INSTALLAnON INTO WOOD FRAME BIJiLDRdOS Dk SHEET 15. 'q�i". O({IQ, .,_y-.-.__,_.. j �f. L1s INC.. 17 &ill 4i4« V INe- 4,, rL" _..�,.. 1L ECO me. ''A p•.0 ''' a'1-y",^'f. •' 7 i a b.W({9I STREET `a .e0a $IN, sa sR@Er : L iMt NEV, WQQD FRAME. sYUSTRUCINUN wOgO uEMBEvs TIa. � snUkT+i .r cf' f AW S.x, s, sY�YT Z 6 5 SHECS < FOR OEtAtE APPLICABLE TO THE CESSm FOR ' T F o fin, � N / TILLIT 'aR'-F N IM4EFtIMa COMI*ANr MIN`. : /' '�'I ' 'Fgsn T"ES IM'�"'L EAICU#MaaNa. C4MPAMY Lwvft. FL. a.T]I+ - PINE Ma. z, Wf SaECIP'rC MSrTt nF a.Ei OR LnwL. sJr 3rp A1. `r ,J ^"' 'Ttla,Ir TEsetNO a ExaaNEcmNn eoMPAMY _ • 2 I+ 20- 7 SEE NE D. HE TNSTALLA AN D. qN`m� �N AIL• ,, LM N.W:Nq. M..n. WA_PVVWP,.-.1. Iv+.'ME fa3+145p-ra.9. Ff - (93+EeA4-a]4] 20.. i76 1 � Ns. :NM.a . dttP.pL 6a4315 n.ulfi PINMiG i44+96pa-Fs+s, iAr. tas+,4NP•�B]$? 26 176 - JnN Mley� � Alr. tear , lu aoA 'nI,Pl6. PMR+WW n iWx wffih£ In9B}BVWX. F, FRx (asaMm-9]ea t 5 SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO./*= BANDS. 11'oi AM�P�� a«w . (YP) Pv,-Term r r Sall nr->cm m... ...mPPw. wn m.w r "-'-- � : �T v.-LV.VMtt$ P�3 4'n wr a.. w w.e�mt Pm m snvame. as ORAWmP Na� HN NI ra,�.. r f n1.1Pena`7TF tM� mI-,nn av'waali Mu: Q MHik'e M14 APAAM6 Ill. kfuMu Pi CA-OImR]14 PE..SCAL�%'94NNNRE QA,t r Ir_IaT • PE. SPA),/SMi1l+TMJfE .n; » trcmMWx Ara «M - SE•.I 5R{kAT'aFRIRW.>'r wWLTMi A. TlLlff ii iO x aa",m . - - A.. J WNQTEx A. �b111T dt9 9»- WKTER A TILLh JT.. P.L , Om Pro-aaa y - wx J FLORIDA Uta _ a. SHtET IS LN 6 SHEET NO. SH 1.1 I 0 13 - -- ----- --- ---- -, ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 1B & 20)..-...__... __ - - 1 :3: Ulm 7. 4A/17, 5A/I& bA36/17, 45/ill', 50i ': MAN :, I -MINI .1 7AW/19 & IAW/20 F* am/it, 72w/Ig a aft/w I tat.-, D.III, - f*- IT - --:,- 1, , 6 1 -------I, 0- - _0- - 0- 00, - - - I - , I �_ � - . � - - ___ ___ I ; I 11 j I I 1 . III I � t I I 1 1 1 1 1 T ! , --,-- � I ! I : I I 1 , I I � : . I J i j - L i � ---I I . I I I - I .. I ; , (1) BIT 9, I I (D i ! "' 1p1,A,, 1.111" � I I � � I� 0).�W 2 . I I A000E, o� I : 1 ` RE.A. 1 . , I ; j I wrr, vai P'la � : I I � � I I i I , . � 1 _____V , - -I'-- -- - I�A i- ; . 1--, � - T ---,, - - �' �- -.,_ -1_1_1___- � " , ,-7, 1. � � ,, - , I 74, � "i �,;Z*-�,* E.S. .s .- __H� i__ --I- - 1 1 , : -11 -- PANEL LENGTH I , i �' , , i - , - - 11. � j MAX. r 'ILTSX/wo - 3/3. i I � � '��' � 1 � � wAsw AT " I ; ; , � ." 1w (SEE SCHEDULE) � I I 011" � I , , , � i ; � � I � � I I i �,, � I I , , ; I j I - � I - ,___ � , � . .� - I - - - - I - , ______,_,______ _-.1--, I , �, [ ,4_ - . . : .1 , I L;T . : I � I i w ,-I � . , � � I i 1 4 i I 1 1 i i I ; , I . I L�PANEL BOTTOM COR D.Mllq�o - - *11, , -- � - re � -1 I --- - I , ;��t= , . I � I *4 Al a LEFT & Ri FAWN - I `'FAGFRAF.' 3 - WAX + SA,/17. W"1 . 5A/ S. L* 36/i 7 4EV17. 59/18, I' MIN uw/lvl IAW/19 63AII EXTERIOR 1OW/Fil. 79W/19 & WW120 I' - I - ------- ____1__1 I ANCHORS (SEE SECTIONS ON SHEET- 17, 16, 19 & 20)---- - I __ -- SRM EYATION SCALE 3/16'-I' It, - di - jL- '(D9 xeAr 11 I I 11. 04"ml iva wilm I., SAFETY 01-9 � �.,-,.� - - - f, .,,;�,;��_72,�,,___,"'-__.�,_-=, - -�F---,��s,- 2�M�7_,�I,_ J"I1 L SECTION A -A SCALE .1/16--'- ur�X411VII!aw"iljw!]*.ILCjm;Li*l-llj:430z" Lt�1:4zi-zt�'-Ik�mnlzLwr�T�tll.l!l�Vim;rl�izixwq-:IzLen ___ I I MAXIMUM A_S D. X. PANEL LENGTH F DESIGN PRESSURE L (ft.) MINIMUM SEPARATION I PANEL RATING (p.s," I (SEE , SECTIONS) TO GLASS I CONDITION +55,0. -72,0 1 81-8. 2 3/4 " UNBOLTED , INSTALLATION QUAILS FOR OPTION #2 FQR UFE SAFETY STORM PANELSYSTEM INTO EXISTING NO 5IRMIURES - - � �, ,� � 7 1 1 � � � - ,:- - I ; � � ", � � � 11 i , I I , �, : I , . , 1 71 - I - , L,� � , I I , I i ,L - � I � , �, I I ; I I I , - - , - - WGKm HEADER " I I I . F", , -, - � , � � t� I , I ,1 i I , , !, � , __1 IL=Pzr_ WOOD MEAM 1, I I ,;, � � GO � I , I , ` , - �� REGFURED "I -1 - � 11, ,�� , , � I ,,, - ii _ 11 " 11 - � IT � "i "rouxWER " -, '14 A 11 " � �-v, ,Z," - " 1/0 TAPCON 0 8' O�� I - I ,--- ___.. , " I , I , . I � 1, / � THREADED 1 � � I 11, " I I �� - 4 , I I " �, , I � I i - � "I I 11 , , , � -4 - , " , , 1/4-FA TAPCON a a- 04. 1_1�1 I-r - W/1 '/2' MIN I I I -i ,I ,- TINAUEa� , I o 1, :j� , A= TvwAD , AT I " I , �ED � . FICIFE11KITIOM WOOD : I " � I . I � ,, MIN 1, I I I I I! y 4-1:4 ON AT WOM , I . 1� , I I � p KAM �� . � I HEADER I . � HEADER , �1 � "I I I , , 7 , , , , ., I I I I . I , 1 - I ,/,. � . I , m" - 4�2- 1 1 --sos"I't - i,/,- �, - �j I I = -/ '. I - , I jJ' 1/4' � 1/4- ,I I[% * 1i 2' , - � " , � I I . I . I , ? . � 1 I I - - . [- lk,. � I I .. . 1 2 : I I , - 11*1 ,; , . -, , 2. , -- " . , I - I . -i ' : , .1 I " 21 . . � - f I N_ 4 _� 1 I4 , :i N:,_ [I I .......... J_ I : , a - 21 1 � - 'i I I I IT. , : CONT �j � � � Cow, ; IINT. I - ,�_ . ; � I L, [` . L15:0�1__:� , I 15�iO , r_ I I I - 131 -I- ! =ww I - $�Tai` ; � ! TASTING 1 AFF" �Wil I ,L- V __;_ To vi � --L� t To� I I I F:1 .1", - : I � � *,, U_ GLASS - � PANEL LENGTH I SMEV; IFFF 'L' W., I PANEL L15iGTH I em saAw, I : : (SEE E NOR I 8i I ; . i � - - 19) I : I v N � EXISTING � Mx. "I"W`o` iii � : I I I PANEL 1�=.) (SEE NOTE 1 BELOW) ; : I I .1 (SEE Nan EXISFYING 1 _ _ � � . �: I IMPANEL LENGTH . " -- _14i_ T, ,,,,,, , : � - 11 11�_ . I GLASS --I- woJeW _ ; � I - � ___ MASS _�_ TO EFASS I . E NONlI BELOW) M mmEv�, - - - __ � - . __ I s z DN oRm 1.) ! : I/,-_2aAI- I I � i I SIS 11 � - t 3 z L _1 I I oft -NOT To � . I - - - - - i � � 716.14 i I 4. I . `� - -- - - 11 I � I Y41NO NUT 44,,�:� - ---. I -, I I. T I I I I . 11 3wl3r i --- 1/i_ul-:�,,, , I - � ! I I " i I ; I 1 1�4** TAPOON 9 ' �� fl, I I I I - "I-e- ", � . � 4 O.C, W/I I - A 11 i I I I � 141! ; � � ........ . ... 11 - ! � MIN, THREADED !_ t - I 11 - I __ __ I � I "t � : - - , � - - 1� ,_ � I � I I � ... � � � i f I , i I I . UnID"WrIGTHTIT ZAT" - - - - - ---. I I I . i 1i � � I � , I W- � 1 -- (A) I i � � 06, I , - 1 . I I eG , i I- , - I - I . -I �.,_ , - _� , I DO 1- - , t - I I .. - ' /4'0-20.3/4'S-S US W/ � cow.,� � � ,.-,-,4'S � , � i cow " M.S.'. Ea. , - I . 4, --- , = ,,,, 11 7/6-W/32. WING NUT � . I I J�Lj - = � I 11 � "�j ,,-- -�!, � _�/8'0.3/32 I, - /32 * WING NUT � _I,a'. A 3/32' WING _`_ WASHER a 12 1/2- OC I I � � I I 0 12 1/2' O.0 � . 11 I NUT WASHER I I _. , .1 WASHER (BEYOND) . 11 : I F � 11 t/4*0 TAPCON 0 6' D.C. � I I � 1 'VIA IAPCON 0 IF" O.C.- I I I ,eo 7 .- .c. � . I - f,' : - __-__-1; THREADED I ___ tkTASGIERED W/ STUD) .. . I - ___ � "I , 11 I'll � A6;rW 11' 1 . - � - __ - _1 ... � PENETRATION AT MIDWAYTH ,_1 - ;�, : ____ 1 � AT WDWIOTH ,L_ t � � 11 �f , , MOO PLATE � T � � , 1. I I I I_ - ___ W/ 0) I , DON AT � � _� � , WDWOTH , W/I 1/2- Wk. THREADED - : w I 1/2- . I � I - I � �', OF PLATE - _� _'_'-,__- OF PLATE OF PLATE '" ___ __ ,.._ _ _ I � - , '" � &jG PLATE A _ mut WOOD PLATE - _ I ,- Q -1 11 - - - � - AM RED a ,�ICD PLATE TtALdA "m INSTALLATION WALL 11-F-11Q14 � � WALL MOUNTING INMLLA,noN WALL IMINITING Iblglhl"m ALTi :GUw EMEL ALIERNAME MW SCALE va-1, W�FM ZWEL I 0 REQULAR EANEL amimmEL ,,III#(#% SCALE 2i/w. I - SGUILE 3/9*-" SCALE. .1/8'-T- /'�'.�.�,.�!��r- ___ " ,,i, mmr" . ,.�tspe `-, . k 1. INSTALLATIONS ARE My VAW FOR BUILDINGS WITH &S.C. DESIGN LOAM 141,�-' * , * . .. -i- __ _FLORIDA BUILDING CODE (High Velocity HUY GOT& Zona)l UP TO .553, -710 PSF AM PANEL'S LENGTH UP 70 W-8- --- : %o. A I -. -1 � 20 GAGE GALVANIZED STEEL STORM PANEL : .*= F`20;to MITOO. ;lac. FP , . . = DP� BY � 2 FOR NEW WOOD FRAME CONSTRUCTION, W000 MEMBERS TO BE SOUTHERN , - I - - - PRE A10, 2, W/ SPECIFIC DENSITY Of 0.55 OR EOUAL z * . - -,- ;;.\, - .. S ., S1 *:=v;!_v___;: '�_11 i "m/2m .. I _: GLOBAL PROTECTION PRODUCTS, LLC. I '... .IF 6a.P F � - .. 11_�� , -, - -- Z 11LIEC .... &N. Si STREET PL FID. � llzl� _i , , 9Y_ 'L ""' #�" 20-176 A I- RUUT TESTING - END, G P OAAAS_ ,,,,f%� -A-,-\-,i:!v / AAW - - III- - AS, ==-n! = PNENi i�)M-,Ms. 1AX-1 -Vol I MAIL A`- NI ... Iflowl"'A L SEIA'SAWALTO W',o"r "" AAA_! - I - i . I - t - DAPFANG0 - WATER A. ALLa Jr., P'E I I I AS, I- t`Ai A I SAM . a WI I Lit, IF .10-7 1 ; I - - �_T_ x T_ I I COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG SJORM PI (SCALE 1/2-I-) - ---25%"---7 - --- -_ -_ _. - - - - - 15.140- (TOTAL WIUFTH) ----- ------- -,- , , -_ , -- --- -_ �- - 2.250, - 2.591 " -- 11 L _7K -. t�� ..T.1-- � - - - ___ _ __ . f - - - - -1 t 2-250-1 ,,,� I . 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ALLOY 1! 1 1-1 I ii 1 I-- I ' I r. I ..'Jul1q, . I L 000 0 "v% 0 -o - .Si� L �_,; I " I .. "�� i . I I ,111i• .. 'I�mvr ��N'l 7 , 1 1 � I i .1 . S - r / m - . . - i , : No. 44167 .. S jI I . Z i =1======= -1 - _!,::� . . -_ FLORIDA BUILDING CODE �High Velocity Hur Toone Zone) --I i *. � I . -_ so -_ i �7_ !-a'. ATE OF ,,� - :,2 v:Nm mwm W. 20 CAGE GALVANIZED STEEL STORM PANEL "I , -3, M...----j S y,-. ,0_ - - oUAI - I 11 � *_ - __ I - DTw?_ � /_ ' I. ,� T/u/me - 0 3'x3"0Aax.) ALUM, ANGLET STOP w 11 - --,-- \ GLOBAL PROTECTION PRODUCTS, I.I.C. ' , ,,, VA i / 11LIECOm., " SV. 51 STREET I I" LONG MORO , x TILLIT TESTING III ON - I OAWE. FL WI - - -:-A-01 AA- C% 20-176 �w. - -,FW 6063-75 NUM. ALLOY i:vF --- PlIONGEA54100i MW; (sFMXS*TF;N, - IA-0006119 - .r_____I____r_.1_._r______r__ .. ps� SON./mONAITFAVOM ,ALLOY k TIUJT Jr., p.p ., f - - . WAAW I I - - . I - _�_ . - -1 &�ft �. # 7 . L.z �, -� SKM n a a - ....... I I !,NSTALLATI N DETAILS FOR O.PTLQN_#2jQR WEE SAEER MRM PANEL SYSIEM I INTO EXI Ij4' TAPCON ANCHORS _ 1/4"TAPOON ANCHORS IZ4' TAPCON ANCHORS 1,4* TAPOON ANC : 0 it, O.C. 0 9_ O.C. . - - __ _* 9. CID, - ,_,, 0. O.C. . POURED CON -� POURED CONCRETE I'J., POURED CONCRETE I POURED CONCRETE I I CRETIL ,�, M, � ,,� ,,, _,L1_11 , OR CONCRETE 11 OR OONCRETE ,,, OR , OR CONCRETE BLOCK REQUIRED A I BLOCK REQUIRM , BLOCK qEGUIRED I 11 BLOCK R9QkJ,REO , , i_,.. f-C- - � I t I " I r__C I/,. I - 1/4' 1 1 I IJ4* , ". f I M.. i " I,, � - , .- , ,,- . , � i 11, .. 11 �,, I li .. 4 -_ , -_ -1 � '�� I ; T De-L-I : ,- Tlkx_ _ -, �. I I . z : 0 - I t---------- -I , I . � ED. t � D. 11 , � I'll , I � I E.O.* , , ! � i I " I ,, I 11 I . I - " - , ` E '* E � I , ,. � � , " - , L , I 11 ...... - . '? - - I � , � , � � � - - , , - . - � � : :11 � L ,z I 1 �, I 1 � k qHl � �tl�,� 1,",, ,, , I � i , I , , � � . �, , I, I I , , ,� '.1 I .. � '. " . .� ', ," 14�d,L_" 11 _�, , I . 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INC. 1 20 GAGE GALVANIZED STEEL STORM PANEL BY THE FOLLOWING FACTORS MR THIS z . .*1 I �_ Si OPERATION TO BE POSSIBLE REDUCED 1_11- I- !_qltL_ - � __ _`K_ -; * *% Sj TEO _ �- , tz - ,;E� - - ' - � SPACING OBTAINED 1SWO FACTOR SINNUL HOT S, OF� .• , I aV GLID PROTECTION PRODUCTS, LLC. K Use THAN IFIN"m &A*VAD .MCA,ol - � __ _� Mr �� *. iz - A&r%_____ IILIECO..., V BAL ,.G, IF 1__1_.____ - ]�- tm_-�j ,:s � ��, �, - ; ___-m> I ... 51 STREET FOR GAZO ANCHOR TYPE ON TAB SCHEDULE --,,- ,__ I' � - ��,.> " " I - I I . .. I n OEMPAN, i . 3 qr - __,N� � .: _ � _�c FL A,v - ___ n 11 - _=�a R!1*__ I INgALLATIQN QETAILS FOR OPTION #2 FOR LIFE SAMY 510M PANEL SYSTEM INTO EX15TING WOOD STRUCTURES - I 41 I 1/4-1 TAPCON 0 6" O�C. _*, BEADED �;! , - - - - 11 I � , � , � " :;: � 1 1 1 114,'o 1APCON a 6' DID. _ W/T 112- MIN THREADED . I , PENC*TION AT WOOD T• , i PENETRATION AT WOW , , I , I .� � _., '. � 1pi�l - � � . - , 1�z ' 'Am 88941at - " - % I I , I j 1/2- ,/,� - - , i ,�s,� ,tAv,6 it - 112. 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I 11 I . - .1 1 1 1 11141, I M I I -i 4 I - I 1 I 11 r+1 L_LL_l(_ t . --.--. _I !---z --t, �"U,(,,) L I ' ..\]�� - i USOr 3�- 3- --� l - - AL 1 -3. � SEE NOTE - BELOW ,, � � �p Max_ NAY BE LOCATED 't AAiiITKFH " "', . _trIACRJ0.=1TIl!r14M0r.:_ !1- I �1 ,/2- l ,vv� 1 Nk - OR SHEET 26 ,AT MUDNIeFT 3 (y)GAo-/GA-/-&(D "' . ._" I 11 I TO BE '17 I * =9 !/�" LAST -4.P.IoRi MIT - AT - ___ I Ys BE A� OPENING ..'s RE, . HANDLE TO FACILIFAIM INSTAULAT[OR I TYPICAL ELEYAnON E98 ==,CO./ TYPICAL ELEYATION I REAR HANDLE TO FACILITATE EQR 5 ES 1000 IF LNTFhPi TO BE INSTALLED FROM w INTENDED TO BE INSTALLED FROM I INSIDE OF STRUCTURE I E-Z HANG MRM PANELSYSTEMI E-2 HANG S19M PANEL INSIDE OF STRUCTURE SY_$T1EM scAur a/Sr - I- . ------- j MILE 313r - I' -JF-vi Mn,_.I f4• - w 1/., MP,, W 114. �. GAP _� _ Ill I \__Z___NS_. I v V-(l / @-0 _&_ SEW ZEOQN 8_0 (6=1- bpro VU* - I* (1), . E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL . NOTES , S&RjES,2DQD - TAACKS AT MR & PANIELMAIT PLUS OR IS* LONG 0) x,2v]NmQN__'E - I HANG STORM PANEL SYSTEM CONSISTING OF PANEL - PIT BOTTOM W1 PAN0.101i COnt- TRACKS TOP & BOTTOM. (2). END PANELS SHALL ALWAYS BE CONNECTED TO - - - WALL By MEANS or SHALL �CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 80 W K AT ��M, END PANELS (2) ALWAYS BE P ITE, I IT I (rSPANELS .1 1.12W/4 .S. W s=11.1 1,00111IIAID or "g. HALL K DED AT TOP Of' ZCYI PANELS. , � / 6. & PROVIDED WING NUT OR 1gr(2QA3(FF_: P6'ZF,XC&T AS THUMBSCREW INTO iA7 (V (3), IF END PANELS ARE CONNECTEDCONNECTION SHALL CONSIST OF DESCRIBED ON to �.� 5) , " 1/4 C M.S. 1/4,ftl/il' MI,, THUMBSCREW D`efAP %MF-011T M/ N, BOTTOM MAY BE AT EITHER OF M (3) FOR CASES WHEN END PANELS ME W IRA INTO CWTOW "15 LONG &q) AT FIAT FLANGES PANEL BUTENDPAN" ARE NOT TRACK STOP BAN EXTERIOR OF END (gFrOOM SHALL PROVIDED AT TOP OF SUCH PANELS (4). IN CASE THAT END PANELS ARE NOT CONNECTED 10 BOTTOM TRACK (i.e. A STOP BAR is ONLY (4). FOR INSTALLATIONS WHEN 0 PANELS AND SOME INTERIOR PANE" ARE DIRECTLY PANELS SMALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING SILTDIN NOR PAN =04p AT LEAST7(*10) BY MEANSPANEL _aOTTO-MTRACK USING SPECS ABOVE IN SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINTLY W/IM TO PECS To .- TEK. MAY OCCUR AT ANY PANEL LOCATION TWO PANDAWES FOLLOWING SPACING SHOWN ON ELEVATION AND W� V ��2 OR THI A USED _C" (5) SEE SECTION 1% S' & 4' ON S-F-E! 2k SEE ANCHOR SCHEDULE ON SHEET 21-1 M%, EDGE CASTAINICCEGIF sT CA AT . = = inint, NOT NEED TO BE CONNECTED 'D t, TRACK . INSTALLED O1041,0101T , EF I I SUCH THAT ADJACENT PAN" (AD LE LEFT 1. R09 SIDE OF R PANEL HAVE -0. .'i �� - .!44��t. THEIR OVERLAPS RETAINED BY / - ..� `11 . �r ,FEN .1i'll, i;, FLORIDA BUILDING CODE (1_1IghVFSIoCIty Hurricane Zone) '. - -AKNO 03=1 INt - = 20 GAGE GALVANIZED STEEL 10. _ STORM PANEL = . , - BY 1A_ - �__� - - GLOBAL PROTECTION PRODUCTS -/-- fre > STAI OF - � r . LLC. MILTO - , / 71 =5 C �0-. - � 11-�, , Am - SL STAM �` �-, 0 0- •7"w- two NIATINIF A, 20-176 - _.. N. umment . :..Ag"`�,� f�AVIIATIJI)AN-4707 �f�.`,�,,�,., ,� __ ck-4ow"IF -..L - I I- 1 2!1�_ Oftwom AW 1114AFN;;;:pW,F,-- " SE"GAPOVIRE/Dw - wAam A, !'" .1 P.r ;;��' - 1, , ' -!L9 �_'_ �� jou � .47 1 �_�_ �' �-- I I POURED CONCRETE OR CONCRETE BLOCK REWIRED INSTALLATION DEJAILS FOR OP119N #2 FOR UU,SAEETY STORM PASEL SYSTEM INIQ EXISIlbIG POURED CONCRETE OR CONCRETE OLQCK STRUCTURES TAPCON Anct,oRs I 10 TAPCON ANCHORS -1,4* 6-9* ac, 4 r CC 1 I , , , POURED CONCRETE - OR CONCRETE RLDICK - _.� REOULINED � 1 , 1/1. � I I /.- �' � I _11�fff!9 -a 11 ED * � L : I -Max - � IL EC ED..4`-'JA'WD tv 1-� -14-10', PANELMATE PUJ5 W/ 11.* A IA2* WIND MIFF WASNOR � 0 0 1/4- O.C. I - I POURED CONCRETE CAT CONCRETE BLOCK REOUIRED W&UA MOUIIQ INSTALLATION SECTIQN SA 9 REQU AILYANU SCALE 3/8'-I' SEE SHEET -10 a 20 F" AWCMm TYPE . AMONOR r1m - il��* - 1114'S 1 _iiiihu�_ , SPAVNF FDA WINULATIONT; am WOW IS, AAcNmA %WmAo Oi 3 3 Ali summ WNUW ANGNAR SPAGli AND MINIMUM ITIGE OSTANCE ARE INDICATED, 0. NHS - '--- 10-w DO - a 3 SCHEDULE FDA � um Tom "MATED DIN SCHMAX RE X" ANCHOR, SPACING BY MIATIPL,wo SUCm SHO" ON SCHEDULE m. Mi r,;;;; Aii III,) 3 3 'A XI m mw mmm #w" BY THE FOLLOWING IJFGTOAV, FOR THIS OPERATION TO BE P� REDUCED I - �, - I -L/K- - --- - - . ---:-, - - SPADIA: WAINVO USING FACW S-Al.l. W OE LESS I" ",'MW SPACING PARCATIM MR EAGN A.cNef, TYPE a- 110 SCWFEAULE: , , - ,T_ '. - , _ ---- _ - - - - - 1q8__ 1-1 - t-----�:- 11.04 -- - --------------- 1_ a W -- ---,-"I I I a cow : I : i ! I - I- 1. I I I ;#tj- I I � : � I D y __1 ,; ,____k_Y ;_1, _.. __ 1, - - - - , C ; - a!j ; .1 11 !_ ____11, , " 1, -, � __,� I j 91 . __ 1 - ---. � ;-2F& .-I- , 11 W, 7'1'�i .1�' w 'WAK) Hard t � ! I , ! � . II i S 7 0"MILA" ; � - .1 I � : I : L '4 - I Lo. - ta 6 ; , ICI I . � I- � I I ,, ,� R 11 - '1 4,14-10'f PASELMATE PLUS W/ /0'* . 3,132' WING NUT PLUS (BEYOND) -POURED I�ONCFNEIT OR CONCRETE MOCK ACQUIRED WALL IIQMU112 11 1"112N AMO Wr ,!aN 5B A LIFE SAEM PANEL SCALE 3/8'-i' 4,I - - - li!;4-_' ....Ii..W I .: . No. 44167 * : I ;; P.E. 2EAL✓3FIFNATUR1516hM 11) v; _�-) U) .< 3: a) .' w > tC = ::`Ii FLORIDA BUILDING CODE jilligh Velocity Hurricane Zorn exam _F`1= W_ L2O GAGE MVANIZED STEEL STORM PANEL .1 .: GA - - - !�.S GLOBAL PROTECTION PRODUCTS, -LC. O?M/2= , LTE C < ._ 'Ital &* 51 .TQUn FGAIRFANT QIWE, 11 =14 4i A rmofk"E'.�-.. = .1 .. WL__...1AA PC EW24A"-?S4G, WT 20-176 4 _ (Il"AIme-em _ - DAN-- - . - = - __ ! _r ,_T - - 1. - -1 %;`T�: - = mii NA, . .- I .= El CENrapL NOTES VALID E--Z HW =M EMEL I C-2 HAND STORM PANE! SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E,D.) HAS BEEN V-LM60 FOR COMPLIANCE IN 8 4) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANEILMATE FEMALE 0 & PANEL"7E PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (70 EDITION) OF THE FLORIDA BUILDING CODE, BLOCK SK41 BE 1 1/4. DESIGN WIND LOADS SHALL BE DEFERMAINEM AS FIER SECTION 1620 Or THE ABOVE WERHONED GOOD. B. MINIMUM EMBEDMENT OF 1/4-0 X 7/5' CALK-W ANCHORS SHALL BE IS 7/0- INTO CONCRETE. rOR A WIND SPEED AS FACWRED, BY THE JUIOSITICT FIRM I ILL NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED ON ERE SW SHUTTERS VA BEZST& E Ai FOR A DWICTIONAL" FACTOR M-0,65, USING ASCE 7-!$ AND NOT EXCEED TH Aff) 1/4' 0-20 % SIDEWALK BOLTS USED SHALL BE LONG DINFOUGH(SHOULD ANY FINISH MATERIAL E)OSTI TO DESIGN PRESSURE RATINGS INDICATED ON SHEEM 25 * 26. ENGAGE 1/4' INTO ANCHORS, IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASGE 7-16 SHALL K FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.0 IN ORDER To 8,3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, TO COMPARE THESE W/ MAX. CASU) EIDSON PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PAREILS. ANCHORAGE SMALL BE AS MENTIONED IN 3.1) AND IN 8.7% :N ORDER TO VERIFY 714AT COMPONENTS AND ANCHORS ON TICS P�E,D. AS TESTED WERE NOT OAR STRESSED, A .AA INCREASE N ALLOWAISLE STRESS FOR WIND LOADS WAS W-T USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD III SEEN DETERMINED N ACCORDANCE VETH ILD.S_ 2015- (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF PNIE ANCHOR'S MANUFACTURER STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE IMS BEEN VERIFIED IN ACCORDANCE WIN SECTION 1626 OF I THE ABOVE MENTIONED CODE AS PER FENCSTRATRON TESTING LABORATORY, INC. REPORT 0 202, AS PROTOCOLS TAS-201, 11 11 SHALL BE THE INESPONS16XITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of 114E STRUCTURE WHERE SHUTTER TA5-202 AND 'ms-m, IS TO BE ATTACHED 10 INSUSE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK 2, NOS SYTTTMI PAS BEEN DESIGNED TO BE 0451ALLED ON THE OUTSIDE Or THE OPENING ACCESSING T�OE OPENING FROM THE OR WOOD FRAME BUILDINGS INSIDE W/O THE USE OF A LADDER OR Lli THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO HE PERFORMED 12 THE 11WEITALLATION CONTRACTOR is TO SEAL/CAULK ALL SHUTTER COMF`014M EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION CAULK AND SELL SHUTTER TRACKS ALI. AROUND FULL 3, SFRIES ION INSTALLATION IS APPLICABLE TO BUNGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION is REQUIRED TO BELNGTIA. PERFORMED FROM THE INSIDE Of STRUCTURE. 13 STORM PANEL INSTALLATION SMALL COMPLY VAIN SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND TONING 4, SERIES 2000 INSTALLATION Is APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SUCERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. INS7AUA1ION IS RECRARED TO BE PERFORMED FROM "RE INSIDE OF SITRUC,TURE. 14, ATRIUM WINDOWS ANO DOORS, PC. E - Z HANG STOFNM PANEL srS-rEM is PA'nW Poem, 5� All ALUMINUM EXTRUSIONS TO BE SOW-TS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTV-4 15� I*) THIS PRODUCT EVALUATION DOCUMENT JP.E.D,) PREPARED BY THIS ENGINEER IS GENERIC AND DOB NOT PROVIDE INFORMATION FOR A SITE SPECIM PROJECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.0 B. ALL ALUMINUM SHEET METAL USED AT CLOSURES SNAL& HAVE 3105-H14 ALLOY. (b) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE :SAFETY OF 7. ALL SEL SHEET METAL PANELS SHALE- 44VE STRUCTURAL QUALTY StIEQ� ASTM A-653 O�R6r� SO Mift, CALVANTZED STEEL THIS PRODUCT BASED ON TINTS PED. PROVIDED NE/sHt DOES NOT CDWA7D FROM TI CONDITIONS DETAILED ON DESIGNATION W/Fy- 58,5 km� (AFTER ROLLED), THIS DOCUMENT CONSTRUCTION SAPETY AT SITE IS 74E CONMACTOR'S RESPDNSIMLITT B, ALL SCREWS 70 BE STAINUM STEEL "A OR ,1;$ NSS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) Ti PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF MODI DOG I 8 W/ 50 ket YIELD STRENGTH AND 90 W IENSM.E STRENGTH & SHALL COMPLY WY rLORRiA BUILDING CODE SEL71CW 241;.3,3.4 (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA RECISTERED, ENGINEER OR ARCHITECT WHEN WILL 9. BOLT" TO BE ASTM A-30T CAVVMI?IED STM, OR AM 304 SEIRIES ST14NLESS STEEL, Wr'H 16 kv MINIMUM YLELD STRENGTH, BECOME THE ENGINEER OF RECORD (E.0-R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. �E 0. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E,O. ENGINEER. SMNj_ 10, ANCHORS TO WALL SHALL K AS FOLLOWS.. SUBMIT To NIS ATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) 1D_CxI2_1ImLEQ=Lzh0m W THIS PED- SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF � /4'0 TAPCON ANCHORS AS MANUFACTURED BY fTW. BUILDER, INC. (MIN. F-3192 p.*J.) RECORD THAT PREPARED IT : /4^ ISO X. 7/8- CALK-W ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN, I'c-3I= 16 STORM PANEL MAFNUFFACTUR_�'S LABEL SHALL BE LDCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - #14- PARELMATTE FEMALE 11) & oAAFELWT,E PLUS ANCHORS. AS MANUFACTURED BY ELCO CONIMPILCDON PRODUCTS. ACCORDANCE WITH SECTION I709.9,3 OF FLORIDA BUILDING CODE, ONE LABEL SMOLL BE PLACED FOR EVERY OPENING , (rc.3"O P..J) LABELING TO COMPLY WITH SECTION 1709,9.2 OF THE FLORIDA BUILDING CGDE_ At) MINIMUM EMBEDMENT OF TAPCON ANCHORS MID POURED CONCRETE SHALL SE 1 3/4' AND 2' FOR PANELMATE FEMALE 10 & PMELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4'* A 7/8- CALX-IN ANC14ORS SHALL BE IS 7/8" INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL. SHALL BE PERMITTED. 1/4- A-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOLLO MY FINISH MATERIAL EXIST) TO ENGAGE 3/4' INTO ANCHORS, '4410111414""o A_3) IN CASE THAT PRECAST $MINE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON T,JE EXISTING WALL / OR ,��:!�;�!�4 4; "14N .. � -,Oc EIIII .... f.f � FLOOR. ANCHORS $HAU, BE LOW FINFOU04i TO REACH THE MAIN STRUCTURE BEHIND SUC41 PANELS, ANCHO SHALL , . __ :0 RACE , BE AS MENT045D IN AA) AND IN A-2). z . , e _. , % z ' S z - No. 44167 I * =*: _- = : * := . .*= z - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY I I W. BUILLICY. INC - , = - __ - - � Z FLORIDA BUILDING CODE (High vajoclu Hurricane Ion.) -1;14. 0 X 7/8- CAI ANCHORS- AS MANUFACTURED By DEWALT INC (V1500 Dlil,) .. . M, PA - 410 PANFELMAIT FEMALE III AND PANFLMATC PLUS ANCHORS, AS MANUFACTURED CONSTRUCTION - - " Ail ii, 20 GAGE GALVANIZED EL STORM PANEL BY ELCO (.. - ..,.*, 1 - ., PRODUCTS (I'?O71 p-i) __::_� 1 , ` /- - I\ '/2vzm , 'O -1.1--l- - III - GLOBAL PROTECTION PRODUCTS. LLC. � � 0 . % DAM / [ILIECO... I= IF'.. 51 _� STREET WAAAAA, ASSAW. . PMOME, NA")FAn_"ST M� (95- 20-176 I / - - IS IN "MASS COMPANY DAMIL FL .MI. n pl A,'am - T III PI-IMPfaLAST -- Pt SE.,-1GAW."AE - "" --I DRAAWAG Na 67 ! HE:L I %Ai r, -w, n! - I I - - INSTALLAIIQN DETAILS FOR AERIE5 2QOQ ANQ 1QQQ E-Z HANG STORM PANEL(II)INTO POURED CONCRETE __ - � ADIFIRRED ----------%,-_ , : ')- =_=-\ - DOE SaMc Wl--.=- ��'_ �, nj - / rr�4) Y,-'-,F�;.... -1 - I � - - \ -"* `_11 :----A w !lMan, Is) __1 I I __2�;61�11V Ir - - � - I I-' �& R=_ i� �� I - I 11 11 I ��,- F_12,1_1_L1AAV IL-e I _ ___ , 1-91Q.," =;----,, _,t,,,__, 1 ��51 � %, - , -, � ANAPARI) \ - � & 1, 11 1 CA Bo M=n i �1! 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'L I ,J: `aIASM �_" "I ,.J , , 1� I , RF- " 'W ,.."I'm WIA Hui . - "I , JI ", M=11111�r` -a -1c ATCOAD0, . " - ANDWIP, I I [w ,� ANJAPRL � Fam, milook 1-1 � - -a" w cer aCPRINIE � - KOW I Sam) - ___1 " ", N 9 n) ;;4 - 4111 .1ro. wll�W_W)_ 'O Z .1 A&IFAL-AND Ill MOUNTINQ M. := JIF) ______LD` w OTADAWA) - t- QU WALL fflgl� I __ SE 0 SECTION FLOOR IQ CELUNG MOUNTING INST. KG W51, I _(�) =0 3- SECTION 4' SCALE 3/w- - AEGL.L SCALE 3/9.1, A SCALE 3/a.l- - geI I � I I -1 VA I sm a 9, m" AS W"'flINUN"'k, . k w_.tE g(D v- , woul T.NAG" - ,,!, I __ , §tj� A � TIZ�%, 4 OFF H., M ;X � .,A�j . � U MONVW. ,IA 04".i)Iots,vIs OCEIIi - I -,-- No, 44167 -. S- I 1 8 ; '-y3•, - 0 TOP a WITON 101"t-mBE*- - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 1 I GAKED AWWANY .- , =N5wJUJFOW- .I= Imm W. FP. i� :-. STATE OF .,'Cl� Z_ 20 GAGE GALVANIZED STEEL STORM PANEL - . DRAft W L DETAIL I HAVL DAiAAKY vjnp� , GLOBAII. PROTECTION PRODUCTS, LLC. OiL kw SK`� `��COMP+604 SCALE: 1/2' . 3* Im" � 21 __ �,_0_11 � IiIA, W STAIDET ANY '0F,Y,AN_e,, 20-176 _,E"EEMO QaTiR7,:&-a "', .�*Al. _t.�I. IN , 1". .IoWk PFWA�� ,.Or-', - -.4- Ok- - - PS --/$IV - ___ __ .110i �!..j - I - 1 -I I - WALTER * AM Ir, ii_- Q. P.E.�, ,2ft _ 4., __ ;Z. I. - . a��Z� I I I 11 . _ - I I I -6-0 (1) (1) = CI -00 'a) I -E-.a-E-.a-0 > C- 0 E......... L_ I= _0 (3) Q- 0 (3) CL 0 L_ = co -0 0- - - _6Iii a) a) -4- - C =3 CIO CU U) (D -0 Q -0 ii 0 - L_ 0 CL C = .0 U_ Ca . m %+_ za 0 C13 0 > ii -0 E a) 2 = U) a) " = -6-ii 0_ I" U) .-.4 C-- CU 10. _420-0 0_ :A< 2- - C= - 11iii -0 . - (n < = I III w = = :x Mll . 71 0 Z) n a III, n 4 z z w mi U) -ii....., " a) 0) a) C_ -4--i w =) m > 0 L_ (n 0- 0- III a) -6-0 0 C- =3 -0 m 0 L_ L) m " CIO m " co =3 w � < z z < ' _j a- SHEET NO. S H 1.2 _ I A[LAI'11 12.11_jllal,A:lu� 0 !".41 1I**dII1I :. I, - -- - - , , � XQ3;4*u#I.I.l - - "I.- - I la*j:iwl:q:il*-Inillll�#FAIAI;#igm3wo;yl.ttwlt.];il,n;F.I,Llxlwflw,f"I - - ;1 - .1 I wq`1AWT.Nmm;Il:1NIffjm.u!.I1 � imllic"; = �WNUM A.S.D. I -NG -g-RCE I NIUL - i _ RATING ., I, -i )TTION � S 3iD� .6l -75.3 1 70' ON LESS I 2 9/16* - BOLTED . I ,` 1W I :`31W , 4 1 z2w�- ------------------ .66.0. -75.3 ,. l I 70' OR LESS — I � ,/- 1 ea- - - I - - - , - A- .1 - . - � — Ul NEL MUL1007 Il l -PA, W11 . IN w!fywIII7wl- ,)wlj*11ti;m;i .)l 011"�i-JI-ioi:i;i*-Iiio,-,Itlt:t#M7�l�411�lgl'.W-I'Itl: I 1 1 � 111111 W-iJ.Itil'�,,eW-ioi.131)l$jllmagi;olI: M-1 I = �-ir-iptv�-,Iliti,�-,Ni,ltox*ioi,,Ioi-,imlw"aktj,��m�,4:41m,if�o,,oj�w,li.i"ilj:iwf&I ��M.,�maxaFl;mlw.�llmom=IFJKNIPGI*4-Am MAXIMUM A SZ DESIGN PRESSURE RATING (P.M WARM ANCHORS SPACING FOR C- D. - 3 t/2' - - ' I"- All LENGTH ,,, l TAPODINS I CALI I PAYELAMATE ra0l to . PANITAKPIL - ITO CONCRETE TO � TO CONCRETE - I 70-Cal -;O- CONCRETE TO CONCRETE I To CONCRETE 4 1 12' MIA 1 12" N/A i2* I MIA I i r N/A . I . & 2� (TOP) I it" 1 12" ". * 1 ". 1 ------------+ 1. 1 12, — '. 5` 5' 8. - '. I 1. ___!L. 6' i a" ___ '. 111101t . _a,� �p _ V S (BOTTOM) ERKS 1000 ++ 4,56.0, -75,3l--------T`- — I NIA 1 7 . - ------+— N/A 'f N/A /A T 6 I,t2' " �/' -- N -f--T- - N/A T- ' N/A - N/A I 12 . I .1 - MIA 1 12 1/2' --�- , N/A i 4 /21 � - it' NIA 2. (scl - 1 Y (TOP) __ 70' OR LESS 12' — MIA 17- - - ,� _ A ___!L I �9 1/2-�. IN/'. I 0 �/2- M/A ---------I-- 1 S (BOTTOM) 12' 1 __!LA� N/A � 12- ! N/A 1 12' MIA I 4' (TOP) ! 12' . 6" 1 12- --.-- - .. 9 1/2� 1 12' — it* 1 12- 'I- I I- (BI �) - I Ill UNITED TO 66.0 P.S.I. Al D. DESIGN PRESSURE RATING. ASEXSKW26F ANCHORS TYPE& SP,Al MR INSTAULATI INTO WOOD FRAME BUILDING. MINIMUM ANCHOR SIMONDS AND ~,* E07A DISTANCE ARE WDICATED ON THIS SCHEDULE FOR E.0 LESS THAN VOCATED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYNd SPACING SI-KNIN ON SCHEDULE at THE FOL-TEM1110 FACTIORS FOR THS OPERATION TO HE POMOLF REDUCED SPACING ORIA94ED USING FACTOR SHALL NOT HE LESS THAN MINIMUM SPACING ININCATED FORT DUN ANCHOR TYPE A? ANCHORS LEGEND I/e;- 1/4'. ,/4'. 1/4-. ANCHOR Tot � I - � � Pl .- -- ,"m ffw 2 P" a"- I --.,— W. ARTHow wMams (,.) a a 3 I. - � ,p . WATANA, [OAl ITA) — a 3 j 3 1, -) -i.�B-* , -; OMK EA MI rA" —amcp I , -- - - - - - --- - --i-1 � - L'. I-w L - I U. :1 -- .-------, , rl,-T� + REQUIRES M Des-ANcl BETWEEN BOTTOM OF PANELILA1,12 " @ -To BE 1/2, ��, MI. r- kh-Ho I ++ eral - DISTANCE BETWEEN B-H)M Of FANI AND (D To sl 3/16* 1 3/16' -f V � MAI, QOMPONENTS FOS REGQL,l LIFE SAFETY & E-Z. HANG STORM PANEL SY5TEMS I I (SCALE 1/2-l') -,- --- , - - , --15.125- [TOTAL WIDTH) ----- ----1 � - �- I . - - - -- - 2-19l - - I -- ---- ----- ---- l � . 50�'�,.J -,- *'..3,W - , � , - - , - 12,500' (EFFECTIVE Ill -- - ----- - CIL - --- . I .- 0 1/4, I1vJ---- - I ,)W - I I -- ----- IF I I -- -3-:!: - 193" 1 I 1 11 210*1- ! - -374"-, � I �� , T,250' 188`�' - "So, - I LSOO- I - 000* I i � � , - 1/4 - �2wll.' 7w` - �E.S. -sm RAl To .125' 0, ARGUE a a If4' -- Ol _ _ I 0 12 1jr G.0 r J� i ,PTO' ' l BE REVERSED) ` "i--j-1 ( � 2601, 1 . � I ! ;- , �'T G,024' MIN. THICK - - - , ",-- I I- -T, � � I 161) Ill \`1 ('6�) 1 I� , T� 1 3-315- " . � , A, -- -- ---L.- 73�T`71 I, 171 - �w , F - a:7�- I ;' 4 ISM* ' I HE4464E I I I UDGE GALVANIZED su ASTU, A03 O' 1 �- 11. 1 Oat, - / TYP'. I --- - O"'. I " L - � OVAIL A 48' HEM - , 2�lw -' - v - I Lin- . j � 'l �& � , 'OH, yp') - -TTYP-) (D STORM PANEL I ---- ------------ �jj - I_ I-, I . 1 1.3501 - 1.350- - PANELS SMALL BE INSTALLED ALWAYS Dl A - ZOOK) ---- I - -2387*- -- I FROM LEFT TO FRONT W/ 1/2- LEG AT END AT LEM SIDE OF PANEL (�) "He HEADER (�) !ELMA9K (�) ANOU WIT14 STUD I I -- I -- -� .:�- I - FWVEIS CID Lip , �1-1 -� - I I I TV. lop EDGE: I " OF PANE, 375'. .,270' 0.024* (MirI.) GALVANIZED STEEL I I - I W/ HEMMED EDGE '��, -, , > -- 10,05, --, - - �-w �11:�- - - --- -- , I:Lt", ol � I --T- - I � p- � - , � I " 7 - Al . ,�/ ) � / , I I - 11- I I I / I I �", �- // ��-- �-��----- , L- -- � 6 �,D�, �- P"y ,2w- I , , -� 'I I Ill . -,-- 1. 75 1ITIl 0,250-0 03 I S, I - ,I If - I I I- ,.,. -, - - 2 250* - . �, I HEMl ,' _ , Z, 11 � I .67- 0,625-1 , � � I ' � ' -----�-' -��- I t -� -4 I I I I ; 1 - teem, 'f;�,-,".-t- � ;, , \" 4 1, - -1 OR Q� I I 1 m � ISOMETRIC )M KJAIL A , jj � --el , . I I, I 1111 "") I ,Ao i I ROUNDED CORNER 0 ENDS OF PANELS I - "'.03, " - " I. Um� �2i� I I END LIP W/ HEMMED EDGE r-2r"S" - - Do S) � 37 � 6-, . I ...... Tall, BOTTOM AUAl Z.-W t 5,750' �072' I , i � .cei' 067" (TYR.) -01+ (�) 31l W54 A'LUlDy I I— I I t0a OF PAREL (�) KEY HOLE AT PANE - -'�- - I I - i � , 1, ..I� - 1SO- 4 ' . SEE SHUT 6 PON ADDTr= 6 I �sl,r 1 1 UNITATION1 11 SUEENE , i% ONLY VALID FOR INSTALLATIONS 000 I I M � � - 09 SLEEVE 2 11A* I 1 �3751 I ma, Ill I - - �125, I -LF R ,� WOOD StINXTURES _ I I . I� I- - : - J I L-2OOD, - , xm. 1 I 3 750' � l .193' - - - 2 548" --- . -1�1 I - I I a ll - -, . m -Ilk i 125� i (TYR)Ll I .. ---- 2GOOL , I 750, -m_ - (Y) REV. *11" HEl (�) -U- MEADER I t- I UTP.) I- . - - - - I' WIN, To 5' Mal -.-- I (R SLEM 1* MAX, I- ��,.Dou' - - - I t Ill * @ AM= ,I l "Z-BAM 9 El HANQE 174' - - - 3am, :NH4--- 60d)-ITT AUOY l 0 "11.4"'WAN, .qq � T!47,pil 4LJZ41-VW : I ' -Is ' F iw 6- � � r ,.,7,- Obw Z' : . . ,,m� i - " , —nr ,--I 1 ,47 -27 - " rw, - , r I I I --- -I- - 11 - 1- .m. t - . IF If L125* , IlGOO _WIN 0 4E> min- 0 13 �I, !�. , . ll "*� I,. , - D`2 - .ff-I ),�CEN$e-%.. MH 4 � 1 - f * No. 44167 11- --- -- = 1. - - Al (USE ONLY S, SYSTEM) - . s *. I FLORIDA � - FOR E -Z HAIG STORM PANEL 6063-TS AWN. ALUDY BUILDING CODE (Won High Velocity Hur one Zone), -F.�.--- i -j Ol � , l 123' ; "2 I I 0, i F ----I-A-. ll 'A' I 1� '. .. S % SIATE OF , �, MIM m� .- z -Z - A 24 GAGE GALVANIZED STEEL STORM PANEL DM- th, � z000- - I. TOT'- - - -SEE SECTIONS - - -- - - L., -2D4' : - -250" MIN - - , oo� - . - I. �, . ',T 7 :,,:j\GLO0AL _ T:ij:� =� , p I I - TICSTINto I '"M 7/27/20m, PROTECTION PRODUCTS, LLC. ' OATE; - t"IF 61 STRO (�) BUIll 'E* (R RUU-OUT *F" TRACK @ & 11�� WASHERED q1-1. J, "l , WINGNUT I . -- - - J - -Ell CKIII.I.IAM-ITIMID-1.1 Ok-0006719 -2 ANOWE OMAC rL 3",4")oee6l 20-175 ")W-7�, FAll --"-I- oWAPe - 1 wp_ --7 — - TRACK ANGLE (ZAMAIC .� ALL" P.E WAISGRARRE/Doz I - P. *=- Ire -14667 , 1 - li INEET 2 OF Is I -- I I INSTALLATION DETAILS FOR SERIES 220Q-k-jQQQ-E=2-_HAND I STQ&LpANE 'D J_� - INTQ EX15TINKi WOOD STRYSILIRES - - - "I �, L � I - - 1 1/4-* LAG SCREAS III ll OX Wl - I I 1- I � � I - � ----t- - - - -- --- I i , �� ,�, � . 114'. LAG SCRE'Al 0 6' O.0 *I , - , I - " , 1/2* MI, THREADED Pi.tTRI'll I � - , : - ,.- I� 1 1/2, MI, FeREALLO, FrAlEmi'm 1, " -- , .1 -TD EPSTAG WOW HEAGMT I - , -- � �,t F,I- - . r` - - 3", MR., P' WOOD JT AN I � - I : woul . i FLAT OR O. Em - 1/4'. = V-ft*% 9 It' O.0 *l , '12- - THREADED PrqrrltA�� , -:� - . " n F*S`,� WOOD qEAXR I " i, " � � ��7- � 1, 06 C-A. #I,-,- S.l I I I - I 3 ., 4 I 11 . 4 I- A`Oov ON � I �. - - : I - �`��' 04 C-1 Ill 5 It s , z �, . - - , G) I I L i Y;l �, 1, � , � I ,� " ,� I .. - I v -20l ;. .'s - I �, '41. .%e - IL I -1 , 0 � � 1--�- I: = h - - - rn ' 11 . I i 7'r �. ,� I . tr 5 � .-I - i I .. - .1 I -. I I � , - 'T 4 ,2, r.C. I 1% , 0-m I I " 1 77 T; -- I � , ,,a ,, , 0 I � � OETAIL 1/7' & I � � - I/,-A2w,.- 1 y! - I It . RtL U 'Ill = l *,f 9% -- � LAG III ,_;p srpm 0 5- cC W/ . I -�L� nE` 12 '40CARCII RE EFNP;`aA TO EASP.T, -am HLAUzF � IT-1- SA's, � - (D I x I . I -E � - . - .1 I -1 - --NOl IA BEIDW) I � - I .. I " J! 1 --- = , At II 1 w CREW Ill 1 it l 1 l 4a= I, I I __ ,i - I , -11 . I 11 zz::�� C� : , E CITAII tr.� A 11 I ;I i Lr--Ql� �-- ,L--<D 1i 1-1 I "' . '.6 OF m, (D j, .I- S,M S -0 Ex w v 0 L-: l IA-�-, I ,-� i I I l , I (";') � k, Jv, � " .1 EA it 11 I Ill 81 -- . I -, -- - l , 1) � � : � - ('�>,�j (SEE RETAIL l & - NOTE 1 A Sol I- -- ---- I -1 Z", T 1 , C � r, DR. REG I 'IV - I , 9l M" I . - - SEPARATION � �' -." 1/�$ - 4 � --(D �( , - - - V- - 1 2 9/,B* W,� I� - 1 ,/,I,l I SCAARAT" - I . 10 GLIas I -, A-R.- I to GLASS. I, ,, , g.,:�..-1 I - IN Kv, to t� ! �iw 'I I �, 12, PC I 9 I - t I, I .NO NU . 1 CKIH "wrl V " CYl O.ORTAP -� � �! - " --- 9 v '/To- .. i SEPARAII014- i I I � I 1 6 I - I -A , I -I 11 Il - 9 I . Ill f I L I el � ------ - , i I V4* - A, 2Nl - 1 :1, v 2 0/16' M., v 7/6 x/32 - 'I -0 %, A.- - 4, Nor � i m" *l 10 1,1ASS I 11 I 1, / . w, � 9- 9 I �- I 1 I i / i LIP g rom 0mv I Ill �1 � .. r.- ! �, Ill I - t � - -1 9 ,:' r § I - I 4 -, �- , z ; . : .� it W , . I - I t - I I � I I,-- I I . I I I - � I 1; - � ; - I � t' f � i I 0 I -, � I - I -- i I f I - --� - - 0. f" .1 4 Cl� , i " i I . � - I -1 11 . I . *. a - I - s r i� I -� �, T -,tt , -- I I- i 3 . � I --1, -� - " � - Ka , I :fT i I i I 6? � i I, I r 4 '5 ,� - �= - - I iL'-' - A I i I � Ee. Il & ,�;p"x'.- 1 1 . � I T 1 1 - � I I A , ;,, v I 4 Y- .X I . - , �- ��- . �� - 1 - - .- 11 - fl;�� I I I , -- ` — , � a 12' OC ji 11 , A 1 . I 1 , I �-z I 1 " 'I - I - - - 11�0�2e,5/4 IJ/ 'i � - -11 ��-,! - T! 14-111A/'1a"W"1K11 1111,41 'D Ic'..) - I I I - in -A - ; �s , - --, N 14 -1-11 l ,��, il PANDLAAFE PU'S A/ L X ),- A 'A , r ll I'll � �II-. M.,I/,. M�s, - - .. I I , � I ,,l' -GTE IF KILMI I I ,I - - 1, I , ,/A'. LAC SaRm 0 9* Oz X - �� P1 IEVCTRATKIND 12 1/�' O.0 I w [2 --WOW L14�'R'EIKJ I I - - , L I � 71'll 45 A '- - 1� .--- I I -1 4ALW" 7/wFl ONG - I I - ��3�41 , lu z7d, � 1 142' .�� THREADED 1ENCTRA . 9 , I KATE AT ',EWES ZOO* OR 11 ED FLAT OR OR EDGE I 9*0 3 NUT/ , �T` A A C r-I'm I � ,� � .1 J7 I �2�y-'a FAmELMl P"A Ill/ Ml POCTRATOR a 12 At I m1li, 101b1t, " E -�A ftLOW) - - — , , , 6 L'T'l W/ val i'Al � l , I r 0C CAM SEA !q Ol �- 4.6. (2) 2%,I, Q 11 InblaMi I" 11,T*. LAG scill a 1 1/2' Ull, THREADED ll`Fa�.%T ,.zl:m! C- T,C ./ , ,�,';;;; A .1, lz�I 2-1 � - � , PC k migiffiNg �FLAXTORP`l Elm"I't"I'll ALI&RUBME 2"W WALE 1/,'' 4t, Z,.., YOGI FIATE REQUIRED FLAT A= LATE REOl 4 MORl Of TYATt PLAT OR, ON ED" ALTERH&M 1"W - � — , - - . .jAF&I- SCALE I/..". ill=, ", I � � I . — � EILING MQUIll I I INSTALLATIONS ARE ONLY VALL FOR BUkUHGS WITH -�SD. OES� -011 LIP TO +660� -7-II.J5 lAf AND PANEL . S LENGTH Up TO 5 .-,a . I 2L - 1--- � ,,10101TAN"N INUALLABON A. RWIVE 3o*W -!�4 I. Aj! ALMNATIVE 4"W SCALE I/.--!' 2 FOR NCW Il PUME CONFTRUl WOO MEMBERS TO ITT SOUll P - I ,,,,,,l . . s! - . , ll Ill - --v SC.If 1/4%," .-E Rl z W/ SMECM OENAM OF Z.55 OR EQUAL -- ! -, -� �,� �-�, E -,m�`, - � , - - Ns" -, i I s �, -9-1 wpp FLORIDA BUILDING CODE �Hljh yeladiy H. 'cant zone)l Bil WE SPCCtal T "�-�l L§,Or, WO1 AS -AM- . TO . i NO. 4 1 . If - �*= ss * '-', *1 . AVOW �Ew - � T z ` - Awn Iv-00. All r z 1�� ,F 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN w ,ow OR 2m tES, A'STALlAID, TYPE ON , � RODUANG) S -c'. , , STAT Of I- - %� `., , - - :_-_-, JE omi7m 11 PROTECTION PRODUCTS, LLC. CA,, u= F, 12 Wdggsgw&-DLM.Qlgss AL t HWER , , I zutll',�,2i�� , . - , 11 11 .VI/-v'1 � - --,-- Ill C 0Hl ", - 5'.. 5 51"m - - , TKAH I� . PHaK.LFAINT CININTAIMY �,l Ft. 1P, A , TOP & PUTIOU MOUNTl CAN BY CONGWOO ll ANY I aam-*-Aw" Ll i Ll�:l Y , R Pol I PHOWL: (�.)Wg-",%,�, P. TKWNWP.PH 20-176 / -- .1 YAM -4m F, Sh" I-SAH-10 -1 I I- - WAY To Sul All, TURTALLA110N. " POIt I I'll, , MI - 'i si��imAAA;;� �,, 0-0001,119 S11"ToOT Two$ NO, 511GWI4 l pulpil WAL --w-I ' *7 �- ORAM'01 h,, - I - I I I le M �-� - ;;T. -.. I pluffol woutilk-Illm , ZI, -1C. .III MWARWL.J11 I , �.'Ilt;ni;4,1"6.7w�VA-1�;4t IT - -- MAXIM?m PA14EL LENGTH "L+ OR l (ft) 0 - mwiwm A ' SID, DESIGN PRESSURE RATING (P.ol I, - -) - I — CONCRETE & WOW INSTALLATIONS t �+---T-��-- t-?,-v. -Il ----,-T RD FT' —Ir-iT lo*-q- —me ----w-e* Ima W-10, - W0* fl�2 W-1, 9.-*' -------- 4610 - -iil -- -- fi�-q - - Sao --� - , - -il -.-4 -- . � 65 0 --�l - ;- a.-Y - a7";� - - -.-- W10 ---- ��- - -.-- a 8�3' I—- - El 7.- . �;I-e -- --- -- - --- WO - - 7'-8; ;�-i� - 2L,�-- 80.0 -2L-v — 112, � 11-7. -- -- ---tL -- --±Lv-- , ll -i�:T- ----;-00,`c---- - - ,-L � 6--q- -- ,!:-1:_ --,---- ---- f7E 6'-2' --5,---O-,- --- - l -- 2-00� 1*0 --!:71�- -.-- - . -- - MMU-EMEUj1SZnMW,A-� � lfi'-��-'f-� . D.M.,O,q),. - - MAXIMUM PANEL LENGTH @I @ .1 (C4 l OR l (ft.) 0 Mkftvm ks�b, DESIGN PRESSURE RATING (P-Ill (�-�, -) CONCRETE A, WOW INIVALIArlo"s t L+ -- L , - --.mo - - - -- w-10, W-Y' . jav fy�fi' fo,-r -- --" m,* -- w-19- ,9.-,g- 0 - T--e9---2- ----�� 4S�O 9*- 1' B'-r ___ --- - 0'-2' ___ __��-D, _ -.t a __iW-7* - Ill - - ?'--O' ------- COX, ---------.--- l 'I.-,. -- 6i"Or --55-�---- - ',�,S.-- - I . 77--s* --7,--2, - ,. 61-ti* ?54--- �-- o —r_i��--- � - -CT —tvr - - -.-- .T- IF - ----- ----n-0-..---i-.!!L- -9l ---- �5- `G-- NNia- — Il -4F-;7-, i�-Y- ------- -�L-iL- 6*-t' -,-57 -W Tl.-7- - Joao --- , �j. - I—— 5,-4, ,------- - 5,-Iy, -- ----�1-0-10 ---- ,.-,,. ----L,5 IS. - 1 yel --- - - 4,-e MINIMUM SEPARATION To GLASS SCHEME - AWIMUM PANEL LENGTH - - I WIND SPEED 4 110 Pl�P I WAKI SPEED > 170 ..P�o 0A) U RE70 UNRESTRAINED 1 RESTRUl 30 OR LESS �,G 7":,- ,33 TO -0 I. 1 r I 1/;r 1 7 1/2* �90 TO 145 - . I. I 1. 7 1/2- 1 7 1/2- L----4--, — - I 11/2- JURNIUMNIIIA VIll I ritil fln't MR A PfVFM UnIINTINIn f�ONIFHTRTN ---- — 10� ". , wo-OUT r T A aw -r`,=� H YU. EADER V�D ANGLE TZ.. All SGTT;M�� ,_:,JffiM_ " CL SUIRCS -p. - DIRECT MOUNT 32" I SS. w i 50* 50' . -� - �- -745` --- ----I-- - �i;- �-S �7,1 � �S� 0 �A� -- 32- .'r I `I- 42- '. -�3y Y -TR" 55' 1 32' --��7�4X� -7- I --7----- H,- - . --! - + - - BACK ki� HEXTI-OUT *F' TRACK "ff 9 ES -- . SW J2 I �z � � � - . I W. - - I!..* (5- 1�� " I 5W 1 32' 1 32- - ' 35- 1 GO' 56" 1 56' -110i. 2/A 1/4, 3/4, 4/5, 5/5 & 6/5 -110"'I'll 2W/6, 3W/7 & 4W/7 Is* MAX ANCHORS (SEE 504MJLE ON 3, M" ;:I:-- --- -- SHEETS 9, 10 &11) --- - I- - - - . - - - ---I� to - _tl , I _ -- 0 6 I - I I - I �=, 14'1-1 111- '- - r- 1 - -r- - l � 7 , ' � - F -7 - 7 - r- - - -I - 'T -I- -1- T -, I I , I i I I I I , I I I I I i'��c I I I 1-11 I I I 1, I , I -1 L-1- 11 I L-- 11 'L�l "I I - -, L -- - - 11 " -1 I � j il�� I, � - -- I i�� , I , T -7l ,� z-, --I - 1 I - , , � � �", I � T r-1 . . i r i I i , - 1. I I I � 9 i 1 1 li- - - - 1 j 1 i � I -t i � I, -1. T� ... � �� ,,I I - -7 � —1 � I - jl� 1, "' 1, :�A 1 � I : I L I , I )r j - I I ! i I . - I - - �, 4 - I -4- I- - - - 'T I i i ; � : I i ; I � 0 EAL OVER 1 I (SEE SECTIONS AS APPUCABLE) I I 1 . 1 'L I . I i ; I , BOLTED PANELS W/ 1/40-200' * I 1 1 (-��l AS 1 � � I I i -- S.S. Mz BOLT W/ 0 LAP � I . I j � I I ! . t 1 1 1 i 1 -AHLE) 1 . I 1 I APPLQ 1 1 L 1 i - � I I I I . I I 1 I-,:: 1 i ; I I 1 , I I I . i i j 11 � i i : ILI -1 N q 1 1 I I I 1 r , T F i 0 , , � I ; I 1 1 1 1 j 1 . i i . � ! , 4 � 1 ! I I i I l 1 ! I I k I I � 1 I I � i , � , i , I I i , I i � i I i � , , I 1 1 1 i i 1 i i i I I i I I i ` I I I � i I I I I I i I I � ! � I I i i i I I I I I ,I t , i 1 1 j r 1 � � I � 1 ! l 4 I I ,'I I _ - - , , I �L I D�Il 40 �, � 1 -] I , a, I _ I—- l � -- - , I I , '. � - 6', - - - - i I - �; - - - � - '6 'I I . , I." 1�- I 0 _ l j 9 � -- J2 @ OF. 9 -r 'A - �'" " & 1 - 1, MINL 1 1/4. 3/4, 4,, I% �/5 i4l - MIN' 1 2.14 1 , L104/6. 2W/6, Wl & 4W/7 L - � . ...... � ANCHOAS (I SEC SICNIUME ON SHEETS 9. TO &I I) 11 ''I � � EL (12' ELEVATION , 2.6l N'T.5, /A- -�.. CAP n (MIN. OARLAR, -I IRMOLE VALEed i ,I (D , I -C, j� 11 I 11 ALT.S, (1) L+; WYAWM ALLOWABLE PANEL LENGTH FOR A GWEN POSITNE A�", DESIGN LOAD, i : MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGAINE ASO, DESIGN LONG. (2) PROCEDURE 70 0CFERMINE MOIMUM PANEL UEN19TI+ GIVEN A POSITIVE Al DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 'Lt* FROM SCHEDULE. (Pl A REGAINS AL&D.L2ESIO PX(��Plll LENGTH % FROM SCHEDULE fWAl MAXIMUM AUdOWAS muwm DENEIRAINIM PANEL LENGTH BETWEEN -L+" AND %-'. (3) SEE SCHEDULE BELOW FOR MR, PANEL LENGTH FOR POPOSHY QUALPTGATHCN� � INSTALLATIONS INTO WOW ARE UMM Ill T 95 AILL MAX A4,0, DESIGN PRESSURE RATING � jo� , V, 10 & 11 FO MAX A,SD. DESIGN LOADS & MAN, PANEL LENGTHS FOR .. ' I . -Q SPACER C& IS USED .1 I 0, 44167 " I CION, To= TIC, 11 GAGE GALVANIZED STEEL STORM PANEL I ""' * " , j : * .- .:�%. .*- -1�zz� ;T;TE OF `=�',-- - - I,----,---- J, "l —co, Z� 6 GLOBAL PROTECTION PRODUCTS, I.I.C.1 I ORmFK w 011"In" WE I---- � 0-", : �('RIDN ., 6::, 71.- --- 'W ITF " 'A AM �tl IHW "Nol - a r- - jaa � Tom A, ENGINEERING COMPANY 11 A 147//Y6 I. — A. -'ll -Z=IM4011 PHORE: D*4)m-,lIHNL FAIL (WHImmill 20-175 i., , i4w."- — — — I ----.- ,-,--I — —i .... ---- -- -------------- I 9ENwmLN= ((,) IQ.-L&,.$IMA-wr&p-ioi,-V,ML�--gamda-q----Q-u-wtb.- Ml I STORM PANM�m;`R�� (PlZ.) HAS BEEN VERIFIED POR COMPLIANCE I'M ACCORDANCE - I/k'A IAPCON ANICHORS, AS MANUFACTURED Err tY,W BUTUDEX, ING I WITH THE 2020 (7th EDITION) UP THE FLONDA BUILDING c-ODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - 014-ICI PANELWATE: FERALE ID AND FANELMATE PLUS ANCHORS, AS MANUFACTURED BY FLCQ CON59PUICTION MOUGIS VELOCITY HURRICANE IIINIS (MANt-al / EIMCWANG COUNTIES), - 1/4-4 LAG SCREWS PER NOS, DESIGN WIND LOADS SHALL BE OVIC"INED AS PER SECTION 1609 OF 7HE ABOVE MENTIONED CODE FDA A BASIC WIND - 7/tl . 5/8* WOOD HUSKING. AS DISIRHUYEO BY ALL POINT SCREW. SOL', & SFtC%LTY CO I SPEED AS REQUIRED BY THE JURISDICTION WHIERPt STORM PANEL WILL BE INSTALLED. AND FOR A DIRECTLOFNAA�RY FACTOR KO�0.55, USJNG ASCE 7-16 Al SHALL NO EXCEED THE MAXIMUM (ASO,) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETFIXTiON INTO WOOD at TAPCON ANCHORS SHALI BE 1 112- AND 2- FOR ELCO PMEL"E PLfflr3 3, 9 THRU 12 & 17, III AND FAMELMALL FEMALE fD C"I4 I IN ORDER TO VERRITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHAILL BE FIRST 4= 1 REDUCED TO A.S.D. DESIGN PRESSURE RATING BY MUOIRYING THEM ITY 0,6 IN ORDER TO COMPARE THESE W/ WAY IALSO) 7 2) MINIMUM THREADED PENVTrATTGNI OF LAC SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2' NO THREADED 4" IL DESIGN PRESSURE RATINGS INDICATED ON 5VXETS I 9 THRU 12 & 17. 18 PENETRATION INTO STUCCO SK41 BE CONSIDERED AS PART OF THE REQUIRED THREADED PENEHUl - IN ORDER TO VERIFY THAT ANCHORS ON THIS PCD AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN �OWAEP-k a% STRESS FOR %IND LOADS WAS NX USED IN THEIR ANALYSIS. FASTENERS SPACING 70 WOOD HAS BEEN DETERMINED IN C 3) MINKNIUM EDOC DISTANCE OF LAC SCREWS. INTO WOOD SHALL HE AS INDICATED IN THIS DRAWING / ACrORQ*Nl WITH NO.S. 2015 STORM PANEL'S ADEQUACY FOR IMPAC- AMC All REssw4a HAS BEEN vmrtED IN ACCORDANCE vAl sErmITIN lecl OF C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8'. 1/4' 0-7.0 SCREWS USED s,vl HE 1 1/2� low M"Oul THE ABOVIT MENTIONED CODE AS PER AMERILAN TEST LAB OF SOUTH FLORIDA REPORTS IfORIA 0-01 ANO #021S.02-09, AS SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO, PER SSTD , 2-09 & ,lSEW C 330-0 5TANDAI AND AMERICAN TESTING LAS SOWN FLORIDA REPORT #11,23OT-03 AS PER 2 . -2Q3 PROTIOCOTIS, AND AT, PjDR CALCI)LATIONS PERFORMED IN ACCORHAN,�E W/ SECTION M4 or 114C C 5) IN CASE THAI PRECAST STOl OR PRECAST CONCRETE PANELS, $TUM OR WOW BOARD$ BE POUND 0.4 THE CASTIAl'u-Ij LAS_ -10 AND 7AS WALL ANCHORS SHALL K LOW ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCK PANELS. =11 FLORIDA WhOING CODE ANCHORAGE SKAJILL BE AS MENTIONED IN C 1). C 2) A, C,4) n 2 A" ALUMINUM EXTRUSIONS TO RE 6OW-10 'Al ANDI TEMPER (UNLESS OTHERWISr. NONE)i)� SEE SHEET 2 (0) ANCHORS 54ALL BE INSTALLED FOLLOVANO All Of THE RECOMMENDATIONTS AND 5INECIVWAMNIS OF THE ANCHOW5 MANUFACTURER 6 3 Al ALUMINUM SWEET METAL USED 47 CLOSURES SHALL HAYE 3105-1-114 AU.PY 8 PANELS WAY ALSO BE INSTALLED HOR&FQKTALLY FOLLOWING INSTAUATION DFTAl SHOWN ON SECTION I PfPOuGH 6 �SHFETS 4 's H " E's ' -s - q ALI STEEL SHEET METAL PANELS %HALL HOW $MICTURIll QUALITY STEEL, ASTU A-653 CRUDE SO "IMUM, 1�-60 CAl ZED ,HROUCH 5) EXCEPT THAT HCADERS Q & (D $Ml HOT BE USED. SICEL DESIGNATION Ill 92;! &� (APFM k0l R ',I SHALL BE THE RESPONSIBILITY OF THE CONITHICTOR TO VERIFY THE SOUNDNESS Or THE ", UCTURE All SHUTTER Is BE E N , _; "BE 5� All SC EWS TO RE STAINLESS STEEL 304 OR, 311 Al SMTS OR ,CORROSION RESISTANT COATED CARBON SICEk AS PER I'll AT`Hl TO WSLIFT PROPER ANCRORAI 705 SH(TTH SHALL ONLY BE ATTACHED Trl CONCRETE, Bl OR Wl FRA , N U JINM .!2 U) 50014 All 50 W Yll STRENCI`4 AND SO "- TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILL)l CODE SECRON U) -1 2-11 .�i.4 10 LACH REGULAR STORM PANCL Wl LEN�- C�TFZ 90', AS PER SECTIONS 1, 2, 4, 5, 6 AND ALITTINATNES IW, 3" - - SHEETS A. 5. 6 & 7 RESPECTIVELY, SKIl HAVIE A LEGIBLE AP40 READILY VISIBLE YAWING INSTRUCTING, ,-NEA O — G 3: 1 6 BOLT S M BE ASTM A- $07 GALVANIZED STEEL. OR ASS, 3304 SERIES STAINLESS STEEL, WITH 36 l MINIMUM, TIELO STRE?l SECURE PANELS WTH APFUCABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING !E 7 ANcRORS TO WALL SHALL BE AS FOLLOWS I I THE INSTALLATION CONTRACTOR IS TO SEN/CALl ALI, SHUTTER COMPONENT EDGES WHCH Rt:Hh IN C�Ull - WITH -OVIA I 11 - :.. Cu THE BUILDING TO PREVENT WIND/FAR, NTRIJSON (A) T1-EXmm-eQUR[D-CQt6--17E C= - 1/4' TAPICON ANCHORS AS MANOTAGNUIREP BY IF* RUIDEX, INC (WiI, 1-.1192 p) 12 STORM PANEL INSTALLATION SMALL COMPLY Will SPECS INDICATED IN THIS DRAWING PLUS ANY OULDINS AND Zl RErULATtON 0 1 -I LA - 1. - 1 /4' * , '/ -!ft ANCKORS, AS MANUFACTURE - NC PROVIDED BY 114E jURGINCTION WHERE PERMIT IS APAUED Tn - .!'5CALK - 1/4'0 I, I/ OLO-SET ANCHORS, AS USTRISUTED In ALI POINT SCREW. 13-XT & SPECIALTY CO (mH r*F 3QOO P11.0 1' (a) THIS PRODUCT EVALUAITON DOCUMENT (FE,D) PREPARED BY THIS 09CINEM IS GENERIC ANC DOE-E AC7 FROVUE IN,, ORMA 1= , - ,"-I') 1ANILMATE EWAFF ID & PANrLMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A GrE SPECIFIC r FORCT� -, WHERE ,MI SITE CONDIT"S DEVATE FROM THE RE n 5. - 1/4"It ZAJAA.0 NOUN ANCHORS, AS MANUFACTURED BY DEWALT, ,MC (b) CWMAC70R 10 BE RESPONSIBLE FOR INE SELECTION, PURCHASE AND INSTALLATION JINCLVD41C LIFE SAFETY 'at THIS PRODUCT Alt MINIMUM EMBEDMENT OF tAPl AAX�HFORS INTO POURED CONCRETE SHALL BE I �JC, 2� FOR ELCO PANUMATE AND BASED ON THIS RED. PROVIDED -FE/54E DC CONDITIONS 00MLED ON THIS DOCUMENT CONSTRUCTION SAFETY ACT SITE IS THE CONTRACTOR'S RESPONSIBILITY t �/4- FOR ZAMAC FINLEY ANCHORS. I') THIS PRODUCT EVALUATION O=MENT WILL, BE CONSIDERED MAUD IF MODIFIED A.2) CALK -IN & SOUD-SFY ANCH011 SHALL RE EMBEDDED 7/8* INTO TIIE POURED CONCRCTE NO EMBEDMENT INTO 51U= SHALL RE PERMITTED 1/4* 0-�K) SCREWS USED SI-041 BE 1 412- LONG MINIMUM CHl STUl EXIST. w Sff. SPECIFIC PROJECTS 51l HE PKPAA`ED 91 A FLORIDA REGtVil ENGINEER 00 ARCHl WHICH Ill BECOME THE AND I' MINIMUM FOR WALLS WITH MCI STUCITTL AND ,MAY Of HEADED ,WrAF,W$ OR ,ALL THREADED SCREWS WIG HEAD, ENGINEER OF RECORD (F,O�Rjl FOR THE PRWECT ANO WHO WILL HE RESPONSIBLE FOR THE OUT WITH W114C NUTS PROPER USE OF THE IRS D, ENGINEER OF RtCORDl ACTING AS A ORFOATtO END ,ll TO THE P Z D ENMI,l SMALL I;UOMR TO 'HIS LATTER THE STE SPECIFIC DRAWINGS FOR "l k$) IN CASE THAI PRECAST STONF, PRITCAST CONCRETE PANELS, PAVERS, STUCCO OF' *DOG BOARDS RE FOUND 04 THE EXISTING WALL OR FLOOR, ANCHORS SiAf- K, LONG ENOUGH TO REACH THE MAIN STRUCTURE Ol SUCH PANELS (o) THIS P.E.0, SHALL BEAR THE Dl AND ORKIRAL SEAL AND St"ill OF THE PROFFSSILl ANCHORAGE SHALL HE AS MENTIONED lk Al AND fN k2), ENGINEER OF RECORD THAT PREPARED 11 14. SHVTTER MAWFACrUfFil LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM (8) TO-EXtUNG-121l' � -ftk-A'-N-L-V' : �/4' 0 TAPCON ANCHORS AS MAINUFA47LIHIM By I T IN EU.l INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709,9.2 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING LARELING TO COIVPL� WITH SECTION 1799 S 3 01 THE / 4 . 0 . 7jg- CALK-N ANCHl AS MANUFACTURED By DEWALL INC FLORIDA GLIM-Dal COCE. � , - vll x ./I- SOl ANCHORS, AS DISTRIBUTED BY ALL POINT ScAE". BOLT & SPECIALTY CO , E PI FT ELCG CO STRUC * 01INFIN, 11 A- 10 PANELMATE FEMALE 0 AND TFAINEWAT, LUS ANCHORS, AS MANUFACTURED b N T N PRO, .W�� - 1/4- 0 7AW NATLIM ANCM01l AS MANUFACTURED BY DEWAL7. INC R A. T/Z IN 7# ,,,,:�t ... ! .� .... .. � , � M') MINIMUM EMBEDMENT OF TAPl ANCHOl ELCO rANELMATES AND ZAMAC NkLIN ANCHOR. INTO THE G" I�CEN --11�i�,- FLORIDA BUILDING CODE (Non High Volaclly HOT cone Zone) 19, -' ' ' . , . . ... ' BLOCK UNIT SHALL HE 1 I �4" , . - ) z : PJA,44f7 `- -S-1 .� m�. NO 24 GAGE GALVANIZED STEEL STORM PANEL rl� I - tolAI", IT, 1 9.2 CALK - N & SOLID -SET MCFORS SHALL BE EMBEDDED 1111' INTO wHE CONCRET.- EILOCA Ul NO, EAMEDOETO . = _ I STUCCO SHAU, BE PERAAl 1/4- A- 20 StREAS USED SHALL BE ! I 12- LONG MINIMUM S'OULD tlipo ME`. * lz#z- ---�--`---- I ,/-a 0 1, M , _ " '� GLOBAL PROTECTION PRODUCTS, LLC. "A AN INIMIUM FOR WALLS WIN NO STUCCO. S,- " ' z - , I [ILIEC STATE P 0 in. 'p 1. - - PAP. , .A / - 1� TI. W1-NY A%l s It ,Il STRIFE' 9Z� IN CASE THAI PRECAST STONE, OR PRECAST CONC EYE PANELS, STUCCO OR WOOD BOARDS HE FOUNA �f_ EXIS111,10 WALL. ANCHORS SHALL BE LONG ENOUGH'% REACH THE MAN 51RUCIURE BEHIND SUCH PANE ,45 Z-pl� - .. AIA .11 - - - l - - I IPH. 4,i of-/- 20-175 - 0. --I- '. il IN sl pt.HNRIAlu� Pw (NAONIol -N'-"'�,/o .1 - - -Al A. - H, Ill ... i, i t - - ANCHORAGE SHALL BE AS MENTIONED IN 8,I) AND IN 8.2) - -= , � q I � E sm/slowto"m I INAH, At";� ,,, , .�, A A�. Ill .11. I I - , OF to ------R--r1 m -el ,. I ---------,--- - ------- I I I IN�TALLAIION QUAILS FOR REGULAR MffL-0-1 I I INTO POURED CONIPRETE QR CONCRETE BLOCK KRU-C�R T W$PN4 POURED CONOMETE I 3STING POURED CONCRETE OR CONCRETE 0=k CONCRETE BLOCK �% � � "I AErvolrO '.. � y, ��, REOLAREC, _ ,��'t, RETE ANCHORS ,,, -, - ORl �� - CONCRETE ANCHORS , � , (SEE SCHEDULE ON � I 11 I I I - I, � SHEETS 9 THROUGH TO) , � 1 - (�) CONCRETE ANCHORS � -- 11 ,,;-,,,�P�', (SEE SCHEDULE ON , �',IjI�� ' - SHEETS 9 THROUGH 10) V,`�4;� -- , I (i) EVSTING POURED CONCRETE 00 � � 11, 11 - CONCRETE BLOCK . I C3) 1 " - - , i .11 IY2, 1 -ji/4, F" 1 1/2' I ,1/4' �, REQUIRED, - :Is C-,- 1 's Ill T/4 O.0 I : � - I I r ;�, � - I - I f , � - '� 11-- Mq- - - ------ I - f CONCRETE A14CNORS , 3� '1� � '. T � (SEE SCHEDULE ON I T I It . �- " I SHEETS 0 714ROUGH in) ," I IT - -, � ,'�� I , -� � "�"' 110P1 6" " � r, 11 � �, " , ', � I I Tw I I -�, - -1 11?� ��` ; : E Oi - 4, I ,I � F I I �., .11 I . .. 1, I'll, ", - I � ,�I) I ��"�,`i �111111 i - IT, E -- - ., � : [ - �T ) I 11 - ---,--- - --- f DI�r -VA -- I I SEPARATION - - -- LL -1 i/4-Il - -- :�- I , 10 -V, O', . � D, oluw tL --- V. - =NgL- FT SEPARA704 I �- J, , I q.-,l --1- - I P". Ill Ill . - t all oe;ILAp ,� . f I ", ". � � , ��, I It : I ", ` . E-D �,-,-�--�- i I - �:� F - TO CLASS, - - I EXISTING (SEE SC44MLE 1 (- - 1 1 '-`-1,:"-e) 'l NOLA * - IT TO GLASS, -11 (SEE SCHEDULE I i I == l r� ! I � � : I 1 4L4 M-4 ) L GLASS ON SHEET 3 I I I PANEL LENGTH ft I ON sHED 3) I I I I �' I (SEE SCHEOUtr I 0 1 i � `F' MI' ILI M I TO GLASS. I I I CONCRETE ANCHORS L -- I - ,l , - ON SHEET 3) - L " IF , a I LENGTH I I PAWL - -1 (SEE SCHEDULE PANESCHIMULL .1 (SEE SCHEDULE i (SEE It ol np-L)l ON SHEET 3) (SEt SC LE ON HEDU J�j SHEETS a 114ROUG14 I � I ---(�) In, ON I SHEET 3) I , - , , , -- - A I I - -, -- - -1 �. , SO% i OF 'L' FXISTINAJ C1 ) l I "STING I 1 11 ��li"�'I'll��:,�'ll�t��,�',��1.11.-��ll,�,�,�, � MAX GLASS R . f 50% GLASS -1 I t I T , . J�q,x,W ,�, -- - 0 - E-D :'!S'�"` i * i ��,�`��,`� � i �� ,�� 1"Ll 'L 1 1, I s I MR, It I OC -- i : ,,`,�`-"�?"11 �1'1 -" 11 � 8/ --� 1:1� ,�11 101�' , - � I -1- , ` -,��'15��- � f" "-""�� - "?: � - - I , -� t��-, I 0 OF v 1 ; WAX ; I � I - " - � r ,�.l , "' ,�o,,,',`,�*,,`!f ,�,.-;�,,`,,, ". I P"',"r, ,;,�,5�,,_,,, " r I'll, `,�;� "I i I �� I , i r) i " i,e�"a-, I "I I � ; .1 I I It " �,,� �, � I- 0, ,,, , ,� �,�`��,"','� I I 1 1-5) 1 I ,, ED. i,. ",""', I , ,/1. I ,"I", .L��, � I I - `;111,111 , " , IF I � P � �'.� , ... ��."", � ") � 15A , . ,�,"r1l"L T— 77----V�- , ', , --w . NEW, " I Q=N1 A ro"PRI-11- , I'm I 9 1 /2' Or� 1. -� - ItAS�PFAVCI,l . ,, , I �,��,Z��, , . , t - , 0�- i . t - l M k.b" nx SONN OR '/.�wor ss, .1 */ out CONCRETE BLOCK I ; - REOWRED, � - �-111- 0 I A C017 .=ORS 1� - - --- - -1 . .IT 1) L lSEE -- . - , , --to-ia- - �f;,��,,, � ; -�- al 0 H! 1, -- -1 - -- -- - ,- ---. - 9 THROUGH 10) �� SHEETS , I ',"� � .1. �, ; TIT:. ,4_, ,�, I -A, KATE , . LEG LOCATION - I' 'll, - W, -1 , I - W/*ONLY WHEN SOLID ,�� -� - 11 � 1. .1 " " I (,�) Elrll:�I:FIIEN EXISTING POUND CONCRETE OR CONCRl BLOCK ALTERNATE IONCRETIF I-EKISTAIG POURED COMR11, CONCRETE ANCHORS ARE USED. REQUIRED. ANCHORS OR CONCRETE BLOCK REQUIRED, STAGGERED W/ STUD (SEE SCHEDULE ON I (SEE SCHEDULE ON I$HEM 9 THROUGH 10) SHEETS 9 THROWN 10) luila OUT MQU I SECTION ISCALE ",-,. ING F mm,-M NG SCALE 3/8-l' WALL MOUNTING 6 III.= MQM 1EQ119A-A SCALE 3/a. I - - ll 17"I'll �: ,q ,-,, '.., � . . I, .. "' I � ..' .. 11 , —4-. FLORI BUILDING CODE (Non High Velocity Hurricane Zone) , , ----- F EL All EDGE OF (SEE SCH STANCE EDULE ON SHEETS 9 & I D) I NVILIPIR-Old t : -lop & BOTTOM MOUNTINGS CAN BE "COMBINED IN ANY WAY TO SUIT ANY z . . . -- - ----- I - . ? I C� 44167 . - = .., z : * * I c � . - - , = I , . ZIJ ,911"�--!� i� , I ' . ,0, . - - I ` "10110' - I .... zl> I I I -- clTrx, RLIETTL W, 24 GAGE GALVANIZED STEEL STORM PANEL I - - -----I----- I -- - ' -h-LFE C 0 INC / \ GLOBAL PROTECTION PRODUCTS, LLC. - All sl si fiHWX` W,�wrt.,---. - FL su" - 0o'll - � am .,-I., PHONE, (AMORol FAA, (.5.)MIl ,- " DRAIN BY "/ 21/m. — 20-175 1 04-STALLATON. -- 0 &;�;'6` . ;.�-mv I 0 - - v ==: � ---- i I - -- ti,ts;o�1%1ot�--Tt KNOUR A. MIT 11 'l , - ". nonom, LK, A 11167 , =12 � I I -I-- a) (1) C- Cn —Cu (1) -I..' -0 > = 0 i- L- -0 (1) CL C: 0 (1) CL 0 L- C: Cu -a CL - ' 5) -11- (1) (1) 0 — (1) -L-- . C: =3 Co -cu U) (1) -0 0 -0 l = p 0 -= (j) L- 0 al�. C 0 3�: = = 0 u- — CID 0 �-� ,,-- Cu - -- (n Ill%) 0 ;> .- 4-3 a) L— L" Cn -0-0 CL - - Cn CD Ill - ,- Co ca. .5 = C -1l." C2- C� = ca = = m C-;i, Q F- -0 . cl R< .! :. 2 I - m 2 -= . a, m ,.-, = m >o: = LffA -! 0 - P_ ca = - = C %II = cp C= ca : �-�- a m . -1 S! w �l I== w r- = = C, = = " := .KX B:: 3: Cu 0! W W -= 5. W W w = = = . M >, " -a -m = E !� 0 3.. , CD 4 z ------- -- ----- - — ------'- -------- - --- INSTALLATION DETAIL5 FOR REGULAR PANEL (J-) INSTALLATIgN DETAILS FORJKEQW.R-PAKL_L7j I INTO WOOD 5 I I F ION DETAILS TO REGULAR PANEL (1) INTO WOQQ INTQ P99RED --"-------] - � ,�., ', , " -- L,-.1. I I IRSIALLAI i CQNCRETE OR QONCRETE BLOCK STRUCTURES TRUJUUM - � I �-'- � l Tj�,:-, , �, I I I ..." , . , , T � I —,�- I � 11, -, I It SEPARATION ;; -, - '�� ------- -- " - , -, "--- L L- , -T - is' I ll� I I ,�.' Ill 'TO GLASS- , - � , L 1, -1 WOOD ANCHORS I 1 L ---- - -- `# I I ALTERNATE LEG - � I M " �, . I ANCHORS LOCATION I I � ,�� I 7SEE SCHEDULE ON I /,--M,- r (SEE SCHEDULE � 1/4 - , I - - LOCATION ALTERNATE CONCRITT I , � L !LS. 9 I I "I - �� , 5 HEAD El I ON SHEET 3) I , - -AT a wm* � ' L I 11 - -- I - --i 11 . -- . l�, . . , �11 `4) "ww , =,I,,@ 4-.6- (MITI.) Exisnw, WOOD - CONCRETE ANCHORS - (SEE SCHEME ON EXISTING FOURED CONCRETE ,� lL ' SHEET I 1) , , I , L , � . , 6 1/4� ot�. L - - - L I (SEE SCHEDULE ON - EXISTING PGUREO CONTM-4 SHEETS 9 THROUGH I 9) I .- i . BEAM REMIll STANUMPAL L I , l I I � I L I ,� � I 1� i � - �-,A- � - -, - - - 4-, IT m m�. . . I ��l -� OR CONCRETIT R.El -- 11 -. . I li I . �-- ,� I I .1 � 1 ' ol 71-6-1 ADEOUACY OF EXISTING WOOD I -1 I I I I . - U) -p-a OR CONCRETE BLOCK REQUIRED. ,':' � - I I I . I I I I ) I �� . I SHEETS 9 THROUGH 10j, REEDURE I * � I 11 I L' - - - --- , - BEAM TO BE CERTIFIED, By - Il� - , W. I � "o M., -TQ, - --1 -- E4 -- , � 0. . �', ", �, . - I � � "- 1- -[ ONARl --- --, FA, 11 - - �- .- . I - * _AIERHATE LEG 1�1�14(:, - I I . I .L i LENGTH I REGI MIIED ENGINEER OR �, '. �j - 71 ; / � -- -F-D.. LOCATION I L " I ,� I I � - I 1@1 " - An , " C `RM ANCHORS --`�,-, �,-� i �,I! - C - TO SHUTTER " I EXISTING POURED I ON, j - WOOD HEADER � . WOOD ANCHORS (SEE SCHEDULE I 1 I - � � CD - .4 " --,,,- ----- -- -� I I : 2 " U�� ARCHITECT PRIOR L . � , � , . q - I I I . ,;%,,s's"T%z I , (i) � � I I . I I I l Ll Ok �--- - I C L � ----- - --- - iA - - -- 0.4 = WOR INSTALLATION. . I . , I �-- CONCRETE REQUIRED - -, � � "Z --- I I REQUIRED . ,/4, (SEE SCHEDU I , �� 0 1 --- -I! - - Al I - WOW ANCHORS ALTERNATE WOOD ANCHONs -- L ; � , 1-1 I* All - V= WASHER READ - �f;�, - , ` - �� SHEET I 1) � � 1i ' ,' � (SEE SCHEME ON (SEE SCHEDULE ON , L I a) - �- T,.�.I* HGA tell - I- - � ---4-- I I WALL 'a I SHEET IT) . ,�, -�- i,- - � - L -, �.�, , I i - 11 , - - ,-- 4 , ,C - -- �, � I 4 -. I I .-FQ-EO- ,� , ,/.��,. "A Sctl OR � 11/4 - , 0 � 1 - - ---t sul It. S." OR I I �� =?16 *�:o 1/2' L 4 . � SHEET 1 1) L I - - " 'l 11 "I . � ; I . - ; I I L . � � , 1 1/2' � 1 -- 0. - --`�-?�;,,�� '/'.-�,- �K, - ./ - I .� I I i I . . = -11 I , � � . , � . III .11 = - " --- - -I ,a , I I -, I . . - =4 - 4 ! Or� - CONCRETE ANCHORS . . I I - 0 Q 1/2* 04 �,, '�,,� Will - , — 'I - - . 1 WOOD HEADER ED � I` L I ,�� - I - 7 .- I I I I . "L . - , 1. I I ,/,' - ---- --I--- - - ji/4' , , , p -Y 10 MAX. r NO it . I � L 0D ;I --] I -�, . . . . . I , ; I f-, 11 I (SEE SCHEDULE ON - !, "Ir , . 1',� I 21, �i;, � REQUIRED . , � I I - MAX. WOOD HEADER -' F --- ------ --- I - --I 4 -f-j L - *-- - ' ' , - I '� �� , m , :11 . I I I MI, 1 �'111 I !- - .� --- --:,, z: :-- I - --v L- - - - , REQUIRED - �,c - 49 ,= 17, - -� '/2' I , SHEETS 9 THROUGH I Ol - �,, ; % ! I " L -, . �: � I , . I . , =� �' #1 I 11."ll I I I 8llg i . (j) ED - j : � .1 j (8-)--1 1 L I . , I --- '1/Q:M1= I I `,��, " L Hl Bol 1-1 v M.� � , I " -- " Ir T:4-- � - -,d- � =24 C8 � I I I I 11 . I , "l 0. 1. E-D. � `,�� ,. I 6 Ap- I%c : "I I'll ,I- .- .-. , ", - ", , --- — i ' L - I I �� .� r. I . , : I WOOD ANCHORS � . I - I - - Y/01 LL PANE' LENGTH - � I L :[;,�-��:-- !;-- -- 1 1�11 1 7 : � : I- MAX. LONG ALUM[MROV SPACERIS 0 12 1/2- I � (SEE SCHEDULE Ol .1 - Z'� I ; .,�,��',�,,,,�, I i -1 t i I I , �!, � i I I � T I WQ I -j" -�',,�� , K I I , I �; � , Ml � �1, i -� -Lf ED. ., ��,�L, I 99, (SEE SCHEDULE I � _ I 7 � I I i � . L .. 1v - j . �, � , L jp 0 ).C, ISEF TABLE 11 ON, SWEET 1 1 j I l I s4m I 1) � ,I t ; JI m 1 05) - j I Ml i ON SHEET 3 I MLv,. i - -.1, 1 ) � j I I r i l � i SEE NOTE - BELOW FOR UMITATIONS FOR Net. 1 I > I FOR SPACERC% � I .F. ,I ii I I I 'L, I I" I -, ; 14 I I - I - I-cf) � I SEPAPIATION I � & SCHEDUL I I SEPARATION I 'C' MAX, i I Ill I , , , I � I 1/2* LONG SLIVEIVES, t�"tpmrv,v m � I -1 I -- f* �J) =3 z. A � - I Cv PANEL LENGTH y � � t 1-1 SLASS. F , I I - , I I -1 To CLAss. � 1 t TQ CLASS, - �SFE I �, I - � �- I .0, 6 A (STE SCHEDUt (SEE SCHEDULE I SCHEDULE , :1, I ; � tL , - " PANEL LENOTH I I F �.,,---t - � Leon, tmar r-r) SIll SCHED LE ON SHEETS IF i I I � I � I SCHEDULE 1 ;Ll�'., � . . LASS, I m-SEPAR ION TO GLASS 9 & to ON SHEET 3) ON VICET 3) " ' . PLUS (SEE SCHEDULE ON S44EU it) - - ON SHOLET 3) 1 , I (SEE SCHEDULE ON i ?`.ft �111'.,@ I ON SHEET UI) i 'PACER 4T 1 i , - . : A I I I L' - -1 SHEET 3) , , I - - AT , 0 , I , , --,--T ., ', I- - , l 504MLE L- , .1. I I I . � ON SHEET 3) : MITI SEPARATION TO - I -L' WAR 0 0 - I ON - PANEL MATE FE-All IT) OR, PANEL MATE � , t ( 11IN;Z , I� Ill . . IT 110 -1 � I , At . I � I, I�L , It IENIF. al r-n i I �,j � i I Ste MR FAMI I LEWITT - 11*� , I , , ` -4,l 1 . MAX, L - ' -- L I I", I w nal PANEL SEE SCHEDULE I - PAN LENGTH I � SKEET �)- �A, � - )" Mo.. f I I I I , T I i'Ik- - � ,/*,* lI,� - I . Ill gm - - I I . - , , . (SEE SCHEDULE I � ' I I 1� . I -1 , j.--`7""," , � I - 1 9 I I ". it mi., , 1 � � , I 5 , � � AIM � ( ANH SHEV 3) , T I SEPARATION 1 t ,I , � L PAl LENGTH � an SHUT 3) : ON - 1 ON SHEET 3) I ==,, s 'F4- WOW - - I ! .1 T LMMR`Aa I I 0L I) I I 1% - t - 0 `�' ' i , �� 0 , � , ;14 I Z-11, (Al PANEL LENGTH A � AT . � � I (set SCHEDULE 'I - (SEE SCHEDULE V -11 I It) PLATE fintplko ! I I wll� , I It EXWIN�, [ 2 1 SEPARATION I ITIST'l =-Yi I - --- - I =. I 0 CL IT . I -4 I (�� ! - - -Ir SEE ! -- 11 , -- .i a, No. ----I - i � I ;, -i 1 - ----T, 1 DosObta GLASS ( � I l� - I ... ... L ON SHEET 3) - ., -1 -101711" " � _ICSCHEME 01 --- -1 � - I .- - 11 I -vl�----- --- ------ - Cl) DIRM MOUNT W " -----,P �� " I TO MASS I I_ . ". ! I I ;z� I I -1 DL A 5-S 1 , I 1 , su . - , - -I I : I ON SHMD) I I SPACER 6A I SHEET 3) ; I— - - - -(�,!� S�x I I I I * I !.. - - - Al �, . ,- , -- I- -L--- I LIERNAM 2W' i J- I t I -, 1 r 11� " "I - - I I - i ,J) I---- , ------ " Sll. I - I �� "A 77img 9 I I I- cu I'll, IT . I ��;. �� ! G - -�,�� I � 11 i - lt- I R ON I 50% I I I - J U) a L OF *L , F % � 11 44 'A SCALE 3A.'" - I < MAY ,,�',,,�""",-.",-I��,',��-�"-,7 [ ( -1) - 5" 1 1 Or Y., I C4" -� I 4'L I � 'L '� f" "� � It 1 50% L , I I SEE TABLE #1 ON SHEET I I FOR MAX, PANEL LENl A, 4 OF IL -, AT Ill , r ` -- " I 0 12 1/2� O.C. MAIL Ill 0 - WAl ll� : ,f D '.,L�,'�'," — I - " ` W IL r , L, I It 11 E 1) -L �'��'---"f`- - ! '7, - : OF 'L" _ l,'�: - ,I . ,,-) I "�jl'-"11� ". MAX .0 - --)- - I I 10 12 1/2" D.C. , I I i 0 wx ESfON LOADS FOR THIS INSTALLATION. -, -,.--4 1 - , - 0 ,. l'. I - 11 I I ." I I -, . , I --- 2- I - - , � :Al i 0 !2 ,/2, O�C --I- - - - L' L � I I r I , � �. I ; - - , '� I S�� I I 775-1/1 : TIT 12 !/.I- UX � - , 1, __ . - is i I ,� I --�! I EG I , IT -, I 4 I t l I 1� I I � J', L I_ L� I I 1 :3 � . ;- - I 1/,-,-M,- I; -,--- - . , : � - - I If . I � NQ 'Fall I, I I - 15 , -, t � �--_:T_ I 14- - - I a) -"ll .- � .----- ) -- ��if Et, I I ED i0r I I , . . . j'L I I ALI, I 'L, - � , I 0, HEAD Bol p �,L�2 FO , - -- " 1 i -- -I _�� " 6 I/.. ILC — -0 , --�,,,-` '�t--_` �,, - --�- I - � , � L - t - . ,'�,-' . , �'. A. '��'14'11 (SEE SCHEDULE: ON (-- "' -'somw � i I - � "I L ji WOOD ANCHORS � - ** NM. -- --.--- - j CA - - I j � I � �'T ,� ll C 1� � � """ N." .V 5me � : . C4,` - Ul`;�, �� 1 f I I - -- -------.! A,,? I I , 1. , I , , EVSTMG POURED 1 ' . - No ` ti- - -- - :h1ORS to 1-w CONCRETE ANCHORS `�; " : ��- I L :� SPACERS 0 6 1/4- OC. VALE) FOR I :" � � - I L, - - , ", " j, - - -.-----L-, - I I � 0 ; �,,,�,��4 �,r L - , , I I ONCRETE ,,L -'L L , ,__, �,�'-,: N EDGE Of WALL OR SLAB SHEETS 2 1/6" LONG MAX. ALUMINUM �� - - I rkm IGIEFLED W/ STUD I � REQUIRED I �� ' ... 09 .1 - , -- I .L----J-- _ __ STAG C - - - - - I (SEE 9 7HROU014 10 "' SHEETS 12 THROUGH 16) ` . I " , I I � �,., � I "' " ALL DESIGN LOADS AND PANEL I -,-� L , � !I: � � I ; ; (SEE SCHEDULE ON ; . LL . . (ALI. CONDITION) a I 4 ,� I I -- . PAX BE I I/r LONG Ill - � - -- I ; . I � WOOD AACHOFt. L- ST I - LENGTHS PER SHEET 3. � � -(4) j *mM- i VAX MIDIN AW n=W (THIS IS A RESTRICTION FAN My I -1 I .1. - � I -- "I DECK PtOUTRIED I � S 1� � ,� I WOOD ANCHORS 1�� -7-1.. "I LL _: . (SEE SCKEDULE ON �, CONCRETE ANCHOF�j -� , " REQUIRED. OR CONCRETE BLOCK 2144, ,j I ') REQUIRED 4 ' I i � , 3'/4� .. I` I _ I I - �_ � z"Is" WOW 2"AA' WOOD PLATE L .1 EXISTING POURED CONCRETE : - -1 , L " L ' 14' � ' , I - �.111 - - OR CONCRETE KOCK EN; ING POURED CONCRETE , � : � I ---------- I I !; i SHEET I 1) (1) IRPAUA110% 5 IAM TO A GIVE STORY WLDI� � IS-0, � I BUILDING NORTH CURROMMY INDICATED ON SHM I 1) . � EDULE ON _ -- REQUIRED, , ALUMINUM SPACECE 0 j, - � 1 f I EE SCHEDULE ONl 4 SHEET i 1) - , . 10�, ;' MM� LONG d I � , - . ' I , -1, " L , �, Is -- - 3y " I � I - , � 'SEE SCH . ... ... ED, L - -- ", 2 1/2' 0 C� fSEC TABLE 0 1 ON PLATE �, I 1: AOOD ANCHORS . . I '� �=_-i�:� CIO a- t , I � I ;JINHL SaWNTRON To GLAIS INDICATED 1 '] � �Ir � I , SHEETS 0 THROUGH 10) �L�j , �,! I STAGGERED W/ STUD RN , " " L � ,,,:. - , L A, wwO A D 10 11 SHEET 1 1) I -1-111- -111- I ! I ' PLATE REQUIRED I ", =".,-r`=sz'= w=l V/, 0`.G , 1 1 � SHEETS 9 & 10,) . m 3 Mo BE RUPICIA To V/4' AS � , � , z , ) FULOW40 amorloullAm I , I— I , ", - * i - , : �, � (SEE SCHEDULE ON WHO AS INC ,I ', Z I :" I I SHEET I 1) i cowkpo *OH` i ON% a A Amottar,am AM ,2 '72- 04, WAMG xLwou'a. I �, -'--' 'I I - - , I � I i,: I � . ONSET a)- -- - L2' MR.— - - I—— - (.) (D I , I ! (1) IMM" ASO OCIAGIN PRESSURE � � I I CEIUNG AN r R mp-uNlm BUILl MOUNTING WALL MOUM /DIREV III UNI Vb�$EnERSaOR r- 1 *,mw a .ft _oo P, r I I t 0) WA TA GAVE PANS. UNSITH 6 UNITED 70 Go- AT ANY OPENING i 0 �LQJJQH.4 I - I .�' L ; i, - -J". t � I � =DIUSLA SCALE 3/6-1, w!F" 9EMN-1 � MESTRICTION FROM LARM PANCL LENGTHS ALLOWED ON On TANKI =0 PANEL, wom 6 i PIREGI MOUNT i seft; I,). i SCALE 3/8. 1 - i TV i RN I I QEMG AbW ELOOR MOLIONG BUILD -OUT MOUTING " CIO . (4) I 11V LONG S"*= COROV�n #M SMALL BE A9 INWATED ON � ,I'm WALL MOUNTING 1 (3) STORM PANEL ITMAULATION IS ONLY I SCALE ,3/e- I - I "m 21 '" Or 1. Ilor LOW SPAM 4A ITS ONLY ! ALMRHAIRE ALTERNAMM M Am AN D=`G WOOD FRAME WALL ASNA'A , M SCALE ALIERNATIVE IW I I I FOR wm ZOMBI 1. 3 M BOTTOM BY ASTMI 1 3/3-1, �INN .... If, SCALE 3/8-l' m SCALE �/8- I . I (4) INSTALLATION K" OKY MR WIND i : E-12,15 STANDARD MO �, 20l (ft MITIONO OF THE FLORIDA � ol L. I i " " E � I RAU)W CODE, "W011111111"', I 011 1, 2 . 3 PER ASHAT E � N*0 , �14/'X 1 lost -co. 0001"HIMMIM, � 0; . " . 0 �, t IN "a A T/ 11, ------------- - --- i 11 -.r , uj ,,,,,,%�j� N. Tit I I I � ---#.-"V\CENl .?. .......... � .,.... e -. c. - .. -- Ngms'. .-' / I 1: = . LL ; 2 " NOTES, .., \Ll .. -11-11- �11 x : NO, 441 . - f I . I � I . . 1. - FLORIDA BUILDING CODE (Non H�h Vmloclt�y Hur cone Zone) ... \,\C, E N -�� l �f �' .. * i. INSTALLATION ARE ONLY VALID FOR Mil kS,D : 'Il 0 1�m xwm - - Z' . se � ,,- FLORIDA BUILDING CODE (Non High Velocity Hu Icone Zone) I - � FLORIDA BUILDING CODE (Non High VettIcIlly HOT Wome zore)l dom 5 z < z o*= MRTO. - I -A. 1. INSTALLATION W- ONLY VALID FOR MAX A.S.O. el TOTEM Al F, TOP & BOTTOM MOUNTINGS CM BE DESI^�N PRESSURE RATING (p-s, ) AND PANEL LENGTHS - S. ... - . * zz 24 GAGE GALVANIZED STEEL STORM PANEL - : 0.44167 't �= 24 GAGE GALVANIZED STEEL STORM PANEL : 1 �, Ill 44167 " 1 24 GAGE GALVANIZED STEEL STORM PANEL , z * :*z k, 4.. STATE OF .. - § OTANN BY .5 : - DRAWN IN- DESIGN PRESSURE RATING (p.s.f) AND PAML. LEAl =*, . = WAN ft COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET'3 - . 'CL � - — :; . * = TIT - .,I'; 4, -- I = NZLYJ -11=1; = . : s F� --- �\ Ill TOP & BOTTOM MOUNIINGS CAN BE AS PER SCHEDULES- ON SHEET 3 (EXCEPT FOR = " - — -- [INSTALLATION 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD 1, I I 0 Ft VP), - � 2�j-�_:�--- \ GLOBAL PROTECTION PRODUCTS, LLC. "/V/-.= , - - , - -O� ATE OP;:- ,- GLOBAL. PROTECTION PRODUCTS, LLC. . . - - `�n - OMl - ANCE S - - GLOBAL PROTECTION PRODUCTS, LLC. w,. COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W-) ST. , - E.D. EDGE DIS . -�$% STATE Oi�� -�:�-� -,� / 11LIECO.. s -p% *,;-L=-1s-7E--11 /7=MEC�0..., � O.wl I MEMBERS TO BE SOUTHERN PINE No 2, Al SPECIFIC � - ------ �� / 11LIEC10iil (SEE SCHEDULE ON - - � I Ift", ,Von" * � �`, S, will . DENSITY OF 0.55 OR EQUAL I ��L c5ett / ITLUP Tcam 6 ENMErRm COWAN Now &.1 or SIRSE, TOP Ill BOTTOM MOUNTINGS CAN BE _ ..., - kar a omwttl""o 1w sm 61 � INSIAU-AlION, 1�. ..�^Iomu - - "l 1. Y A I " I I . -� lel ANA.. ANA PAYE, Fl =11 z SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT AW � --NA,L- -M .1. 'Haw ul `L. WIT , - L 0.1 .-I NP9. -175 HIHH , I 'm - — . .1. 20-175 `I�,," *�� :iw.",;, �ltwttl -� ... )W-7b--- INIL RMAYINF-on, 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD l 1.0, - ILI - A- Al 'l I-) NAME. F, Jwf 20 L.Al ANTl TOK16al I- (FEH)mvv INSTALLATION. - ,;"*, -M - I. I 0.9 N I I - --l-I.I.- i0w� - A- 7 MEMBERS To BE SOUTHERN PINE No 2, W/ SPECIFIC 11m �,;, Othl - 004HRO-Ill - (m .1 I- � (XIN .11". - . < al ORA -- — — - allool NAL I----- ---11 - 141IN -OM719 C"�Goml I Al ORNMING All - Ill 'i , Owom *� �1— �'!` - I F-F=zt-�=W1 ", DENSITY OF OF55 OR EQUAL, TV --vmt A I, WAITAMR,FAXIOWE "l AL TILIT J, FIX A - I � - --- - - NALTER I INITT Al., PLC 1z - ---- :!� 1 1 - I, .HH, ,, I Ill T OF Is - -j — I FUOAM LN. 0 44167 - � k. ��o OF �. — --- -- I— . - --_=� - ,# — -- - -1 MAM 6 - Its � L--- --- , __ ,I I I I — -- I I I 13- SHEET NO. SH 1.3 11 - I I I -,-T--T-TI It J I I 11 -1 — - I - — - I -- - I I ,, . I --,F- rill" —, It I I ,. I. Ildh IN i'Al HI IIJ� �. Ik, 1. I I I I� ,I I , - I � -T---[ I I - I , - I I I I Fit —I I I RED CREONCRETE OL99K OR WOOD SIRQUU'VMULFQR REGULAR. LIFE �AFETY��jAN-G STORM PANEL (�') SYSTEMS - -...... TI I i-l1"._,---0....-_-1 J. ,�.-Y 'mil �L-F DR .._POURED Cp/GrTE_ VARIES ' ✓ �C 2' . 3' • 093' 3105 N-1 OR S Mu. ® & V,N}' _ kEOIJREO 81t63-16 ALLOY CON1. KUa .: 1 ANGLE WITH 1/4.6 • 1 3, ,l 2 I/2" is WCON a 12' O.C. PwREO cakcmE,E, DGNCRE:E 1L1)- _. Mm. ' BLOCrt OR 2",4' L. FRAME POURED CON€RE-E �+•.; . [ r i/4`& a 1 " 7APCOk �- t1EGUtRED COHCREIE BLOCK OR /�. ANCHOR p 11' Q.C. -. : 2 1/2` (� REQUIRED /}�-�.,� R--_,�,% OR� v7 M - .Las Psvn -'. FK4• wavD F'PAt1E J--� CTfF F.ddd. `.. i i' ,'tK'i[ae rNCF/'AR ,,,'.. @ ,"_p v,, � - -f:"\.BA ,.[ a t2' G.C. , 2'45` ^ .065 TQ ,ERM' M£ tE0 LOC.AT�FI..-..,.4�._.J�IVARlES x. 5' T i a x $ Mm 9Df r %UM. ANd.E OP. d M ' ?1. mom.. m '� N t7am' 3106-1n5a gr+Ect POURED CONCRETE, cUrectre'i5' 'H" ) , iPAC, METAL ALUM Wo PLAT _ BLOCR OR 2"r4" WOOD FRAME J105-N9d OR - ,�, 2 7 f2" ;. ,r'r 1 I1,...._- { ,1 REQUIRED 6063-TES ALLOT ,_;i 8- -, . G 63 ALUM ANDtE Mln P MaY I 1/4' < •f'-Q.-�Ae.�, .as-m..�-1 Max. GAP \ --,,/ ,/4' . BOLT_ ..4 a 4' ..071^ e 11' O.C.-31AS-M1a OR Wei-M -0, W/44CK14Ln Cm,i A- ANGLE { CASE A (PLAN) CASE B ',PLAN) CASE C (PLAN) CASE D PLAN} SCALE 1/4--l- SCAtx- 1/4-n,' SCALE 1/4'-1• SCALE 1/4`=1" _ _.- � • I s@3n-2T OR CAU,-11, !M ELCO PANELMATE -� .. 11 1 - WxURED Q?IICBLTEa... EX161R1G SKIN At FEUaLE ID AND 15X:. TKAlRED GOf.�gEf(, p ; .. _.1, \Y +vim CONLWEIE BLDGf 11IW. DOTTilN OP FAN€aMATF PLUS (SfE l - (MIN. PANEL " CONCRETE I OC% f ? VARIES Q 1 ��7 e, /,j-j OR 2"s4' WOODQUIRE AIDES or OPi111NG SC & ") ON SHEi-it 9, - OVERLAP BEI`OND r. WOOD "It `'rf O6 t"!S,Q FRAME I+EWA1Etl AS IPKIU,81,E t0 k 111 OPENING Vow POURFA CONCRETL CONDPETE REIN I 0 ,"i-,, "9tOCK OR Y's4^ WOOD FRAME 1'+ , .,. `+ .' 3..,,. . /." 11 I VAR)ES d -_a •a ORR �^+�'))�� ,j! � �i,i.REAR w/ra+cN0R6p I'ARAEEk ( 'C REAR %"I PLNec63 PA24L4 IF ro 'S, A 1 ',�,�,,,-•,+ �"""•^ WALL (NEVER CUr Ewo PASW X . BO DISTANCE ^f.. - 3g� 9 1'i�F'.i iI /< " 1 , — � . { r - \ ,/--- ----� /.� .. * _j ��1,,, AAurI ,14 CASE -Q (ELAN) \ / °Mw`rH�c;4 . ,,, •., ,;,,L SCALE 1/4'+t' °S_.__-/� L._./ -..,.0 . �:' L\C EI— '• ✓•f}``, VAUD FOR DIRECT MOUNT INSTALLATION ONLY k CERT)FTEO PANEL INSTALLATION AT WALLS W/ ••- SURFACE LEVEL VARIATIONS WITHIN 3/4- - No. 44167 * ; * * ¢ FLORIDA BUILDING CODE Non High VelocityHu "no Zone CASE PLAN CASE F {PLAN; -.�i% 5TATT OF 'OD3D TILTMO.4. FJ. SCALE I/4"-I" SCALE t/4'=t^ '" �,r'•.'c10R1OII' ." � `: 24 GAGE GALVANIZED STEEL STORM PANEL o%RwH or. �;`Sc; . '..,tie; ,,- Dxrnn92o �x,v,I •' - -'=� ? �L. E C O rNc GLOBAL PROTECTION PRODUCTS, LLC. ALE r`4,N Nr 4B.a' s.W. 3, STREET 1W1IT TE .T k Ct4NR WINO COMPAwY E '2•a`•'1{� M.W. AW. M., M. an WwN+ 4M®4, : 1'IMI Gr.VK. R 31114 t� - Gib) P -1-,fn . 1m ,lax 1 .1-1. F3a9TiE:. (954)869-7TH& FAx: (954)M6 ti797 20-175 -- 1°"°•°°`•"" ee 1, uaa>+.a« m4W11aJ No: P.E sckj,SCIOILCcliMi C4••womiT a«t Nv. av .ta+t� s,1e WAATEN A. TMLtl Jr.. Pk. an 1s•:7.R - 4 Wert 4 or ,6 L ----L--- --------------— ----.44,68 - (VALID ONLY FOR PANEL (!)INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W ON SHEETS 5 & 7) MAX. A.S.D. MAXIMUM ANCHORS SPACING FOR E.D. = AS SHOWN ON SHEETS 6 & 7 APPLICABLE MAXIMUM DESIGN PANEL, TAPCON LAG 5CREV/ P�PLUSTE WOW BUSHING PRESSURE TERN W& ANY LE IV (p.9.f.) fANEIA ID OF THEM (it,) 13' 13' 13 13" 3 t" w (TAP) 73' 13" __- '_11 13' 13" 1W (BOTFOlG 67 " 2 81/2' 6 2 6 2 6? j (TOP) - -- _.. --- ._-_ 6 1/4- _ 12 tJ2' n_ �6 1/4- {LOUT•) __._____ S--w _._.-_._ --- _..-__-.. a t£S5 - lY B' B' -1-T - (lop),-..- AOR . _- a" _-__ S _ _ _ B" ._ %_—.— 3W WEEOM) _ ,3' �t1` _. 11 iJ° f3` W (l+X') .45• -45 Is- Is- -..13 - ---13` 13'- W (li0TT11M) OR LESS 13 13• 13' 13".. -S 1/2" w (TOP) _ 1-1 _- ._ t3� 13 13` - 1W (BM) W 1" 1 ___ _ i " - 6 1 -' - 5 1"2` TOP 6 1 d - / - 2 3 d 6 / t' W _i�T1 "1 8 0 - t 4 /2 4 _ 6 1 2 ! 6 1 2`�� / ' QP tr ) _ t4'-4' 7!2 t 1/2 7" 7" 3W (MIOTIDM).. t - to 1/2' / 91 /2 12' 1` 2 _ A` W (I ) _... 5�+� _...r3...v - - ^-73' - 7�° � _ j.- �_ 6 /2. T 4W (80i DM) ' SEE TABLE #1 FOR MAX. &S.O: DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER fa4 IS USED CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A,51 MAXIMUM ANCHIORS SPACING FOR E.D, - AS SHOWN ON SHEETS 6 & 7 APP%ABLE. MAXIMUM OESICIN PRESSURE TO ALTERNA PANEL 2ErtGT11 - RATING TAPCON LAG SCREW PANELMATE FEMALE ID PANELMATE PLUS. WOOD BUSHING OBI ANY DudV L. (D.-J.) OC( (IL.j 3 13` I. 1' is- 13' iW D�'1 13, 13' _ 13• _3 I-r 8' ,W (WM)W) 6 2 ! 6 / 6 2 / - f / DDr) .�.__ — -_ 6 1/4- -- _ 1 1/2` 0 1/4` 2(Et.- .- s•_0• _I------ _ 6 -... _ - �..-.__ W D ) LESS 7 ] t 2 / e 7 1/2- - Jw f1OM -._,... >+45. -45 11• I]' is" -- .. 13, ..�. is. aW (6mTQM) 10 +75, -75 i 3 " /3• J" 0' W TOP 11' _ 3`- i3" 6 /4�- IW (WOM) 8 112' _t 6 1j2^ -- 6 1/2' _Ir ^5 t/2" S 1f2" (TOP) _�. -- _ 5 i 4 / Y 2' 2 ? / 6 1 4 1 1T.• 3N (6D ) >5._O. 4 x R` / _ 5 ._. 7 1 3M _ / _ 7 I/,' / . _. _. ._,_... 3W OP ) TT Y-5" 5" 5 1/27 8... B�� 3W (BOTTOM). 3 D ) S -__-__ __ _ _ 4W (BOTTOM) E T 1 f , S.D. N MD . PAN LENGTHS WHEN SPACER tS ' SE ISLE � OR MAX A. DE51C LOADS & AtAY EL USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET o TABLE it A A.S.D. DESIGN LOAD MAXIMIHA PAM! LENGTH 40 PSF OR LESS 6'-9" > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF I 5-10` MAXIMUM A•SL12W—QEWfiN e�� RATiN (VALID ONLY FOR PANEL QINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. A.S.D. DESIGN PRESSURE RATING (P.s.r•) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW MAXIMUM PAAIIT. LENG,14 L' (H.) MNL A.S.O. DESIGN PREESSURE RATING (p,e:T,) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW APPLICAALE I. & LY MA)OMUa P9XE1 LENGTH M.) TAPCDN SOUR -SET PANEUAATE FEIAAi.f wQ PANELMATE EEAlPUT ZAMJL-NAWN CALI4-IN TAPCON SOUO-SET PAH£I,MATE...- FEMALE 10 tTANELWTE PLUS YI+AIAC-NINON CALK -IN 10 v Tp CONYCKIEpU TE , ID tA4CmAE'¢�WiKNEiE TO hk FVE-9) TO � 'OSIcrRiE E m tT SO 7iI�lE to 13' 13' Y3' 13' 13" 73' 73° ,3' 13` 1}` t3' 1}' 1}' t}" 13' "' ,3" /3` 13' 7Y 11" i1" 1" Y/2 f(1' )Is- Is- iJ' 13' 13' 13' is. /3'13° .3' --- -PIT- 1J' tJ' Y3 ) s3 13" tA' 71' 13" 73' !1" t3` 13` 13" t1 ij2 7 ( l+TOMj _ 7S 11' tJ' 13' - _ ' 73` 13'y 11` 1 ,3• t3` 13 73' 13" 13'~ 13' 1�J`�I t3'- 13 1}' 13� 13" _13_ 13' 1t tj2 2(TOP) Ir _ T�� _ 8.-- Ir Is- _ _ '8 73' Y3' 1Z I/2'12 6. e + 13, 13' - 1/2'�6 B� 13` ... Is- 1/4' B, ® 13' t3' 6 t/4` 8, _ 13" s. �.,_ 13^ - Tz ,f2'{]12 1I2° $ P-B 6 Is- 13 _. td" 13` � - - 6 . �.. 6 Is- ...-- 71' b 1/4" B• __ Is- Ir 1 ". 6 t, 4 . 7 1/2 ..._. 3 (MR) 3 {BOTTOM) 4(TQP) 4 (BF3TTDM) 6 -6 DR LESS 13• _.-.�. 13" 6• ...._a__: 1r 13` 6 ifT" I - is' ._-. 13^ 1 'i 7 !f2 6` ...!�-_ I 13` _m 13' 1 `.B 1 /2 B" -._. - 13` _. 13 t 4" j 6IS .-.8-,.. __"-3 t}' t3 6 1 4"t2 f if2° - _. kr 13" 1 2•Y2 / 8" _.b.........W is. 13^ 16 /? 7 1j2" ... _ 13, Ir � _ B' - _.. _" _ 13• .,-13_ _ 6' ..,_ is- Is- 1/ t" 6• ._6.. _._ 11 1/2 11 t/2 6 1 +" 5. S. _ 2 (WTOM), 3 {1CP) 3 (9ffF7m1J ,(TOP) 4 (!#liT4`AI) _ 5`-61 q( LESS - 13' .,-_._ I 11" .___"._ 11 t3' __._._,�__._._. ,5 ,3- ( 11 11" __..-- 13 __ t3' 1 3 -`-{ .-_w 13• I 13. . ,._..__ q..-.,_.._-,_.-._.. t Y.. 3 1 _..:I—— .. is" 1 Is" i..' 13' 1 1 _.__ t3• ...-_....__ IJ` 1 _- -_ t3 -._, _. t3" 5 (TOP) ........,__,._. B 801iO 13, 13` 13 ,3' 13" 93' 13, IS' T3 S3" 13 !3` 13" ,3" 11" f3" 13 iJ" yi 13 1 13` 13" 13"_. it L/2 11 112 5 (TOP) 5 (Boma} 445. -45 Ic 1F" '-"''-.-. t- --.6 ,3` 1/4'.6 IS' I14" 13 6 1/4' 11^ 6 if4`- i3 T -_� - I 1 Is-t}"-11 . - ^--.- 6 1/4" 13' 6 t/4^ 8 (TOP) 6 BOTL-). +44 -`'S 65 '+3" - 3 ._ 13` 6 1/4` f3` 6 1/4" 11 6 1/4" t3 8 Yj4' I3 •- 13' j =. i3'--i„w _- YS t .y.. 13 6 I/4` 11 t /2 fi tj4' P -- 6 (D]TT.•'r) 13' 5' 13` +0 tj2 ,3 i'. t1' T' 7 1/2 S 1/2 13' -I -3" 4 1/Y" --6'^ t (TOP) 25,_ TO 1S•-t• _13` _„ 6• 1J" -13" s3°.. 13' $ iJa"... 13• TIT 2 8 7/2' 6 9/2 IS" IS 1j2` i (TOP).. s6,-C TO -a' t3" 7- t3' 13' 13' 9 1J? 13 9 1/£ TO 1j- 7 tfa I (Barrow) 93' IS'J -7 1J2` 6" 73 13` _ 13, 11 t3 -(B. f 16• t/2'? IS° 13, 10` 8 1/2' Y7 _ 9 1/2' I E' 6 1/2' _13' 13` 6 tj2' 19 tj2' t (80TTOM) i (TOP) t 5` 13" iO t/Z- IS' 7- Ti" 7' 7 1/2 5 ,M 13" 14 1/2. 2 (TAP) I 7 1/2' lr- 13 _,3 t 10' .3" 10• tt f e" I-}'.-iB 1/2` 2 (i'�Ki1TOM) Is- 2' iS u 'T1' t3' 13` 9 1/2 i 19 1/2 TO 1f2 1 t/2 _ =3• 6 1/2- 2 (BOTTOM) Is, , 7` 13' 1� Is- 13' 9 7/2 i1 8 IJ2 iG 1J2j 7 1/2 '3' 6 1/2' 3 (TOP) 1]' j7 1/2" 13' 13' +1 1 1 t0'- 1t" 8" _13' Ib ;!2' 3 ( ) i2 1/2'112 1/Y _� 6 1/4 a 1/4` 12 1/2 6 t/4` - I - 6 1/4' 6 1/4. 3 (ROTTOM) Tl.�- A pF 3_- LL 12 1/m�.2 � 1/2` -6" 6 t/4 ..7- i6 1/4't)2 41 . 1% .E" '2 1j2 {---4' 4 1/23 - 1/2` 8 1/4'i6 6 1/2•� 1/4' }• 3 (BOTTOM) 4 {T(}F) 1. i J' 8' 5 1/2 7 t3 i/2' 6 #' 4 I/2`I }` 6 1/2" .-. ;" 4 v - B' - B'^ - i- 6 - $ ` 5 T/2'i - 7 1/2"� 4 (BOTTOM) B. 6' r - 8• - 5 1/2'l - 7 I/2`1 - 4 (h4rtON) 13' 13" _- B 1/2' 6 1/2` tJ' t1' __ 13" i}'p--41:--�"L,'--g�d '' 7J" t3• to' 10` 11' 11• ' �k 6 fj?' tf7` S (TC;P) I—'_ S (i:DTTOM) 13" 7- 13^ Is- 137 9 t/2" 13 t./2' 10 1/21 7 1,12' ;3' 8" 5 (1DP,i 13, } 7` t3' 13- Is- 9 t/2- -I9 13 ,9 t/2` . 10 1/�" 13` 6 t/2' S (T30TTDM) 13' 7' 1} s 7" 7 I/2`.9_1!2" 13 1/2" 6 (TOP) _ _ i3` _6`_ t3' 13' �,J- e Ej2"9 lf2' 6 +- ` 6 1/2` 6 _ 6 i/4" 6 t/4" 6 I/4' 6 iji' - I 6 1/A a Ufa` 6 {Bt31T^"} - 8 /fa" 6 i/4'/4'16 tj4` 6 //4• 6 (J&]TT.'«) SEE jHW I I FAR 40t4M TYPE k SPACING FOR IN6TAUATICN'S INTO WOOD rRA1E SUIII7RMW e iA %ofiA ANCHOR SPADOWS AND MMIIMUM EDGE ME -ME ARE INDiCK71M ON PHIS SCHOWLE FOR E.D.. LESS DNN TOWiDARD ON SCTAX)ME REDUCE ANCHOR SPACING BY MULTIPLYING SPACMIO tHOM'N ON SCNEDUIL BY THE FOLLOWING FACTORS. FOR THIS OPEP41VK tO K POSSIBLE. REOVCEO SPACING O9fAYfEG. LIEPIC FACTOR $HM.L NOT BE LESS TWA MTNOUM SPACINC N?WXE0 FOR EACH ANCHOP TYPE of 14% SGHEVAL 1/47A I/4'r ,j4. t/4 tf4'. t/4-. oar1� TYPE lAi'LDN a IRY P F 2AMM-N1iN f•4lhM woomiuM ANCHOR SPAC*4 6^) 1 3 O 3 2 ,n' 2 ,/2 RoW Dl,em PONCROE I«.) 3 3 1/2- 3' 3 3 1n' 3 1xBTATR3ILOJ e 3 _ 3 In- 3 1/2' 3 I(2 ] ,!2-' ACRYL 111% MIANDE (ED. FACTOR I ,/2 015 _ -._ _ _. a /% .__ -___ OR '- to __-. - - - -_. 63G - ._- ,• oAo om - tm ___ DES, 3-vT ,AD 1.11 LO LGD • SPACINGS ONLY VAUD WHEN SPACER Q9 IS USED SEE 7{4HLE 1�I FOR MAX. AS,D. DESIGN LOADS & MAX. PANEL LENGTh6 WHEN SPACER �' a USED. 3• MAC. D.M.,�. I' b5l,4-. _ - s---------*--7 0 0 0 0 0 0 T_,. ,') 11 I I" - I 'I+' I 1 I T I_ a i I I t 1 I, ; I I I I e i i i 'I i ( 1 1 1 i `- I 1 I ,' ALS.D.•D6�GN LOAD MAXIMUM PANEL L04M 40 PSF OR LESS 6'-8- > 40 PSF TO 50 PSF V-2` > 50 PSF TO 60 PSF 5'-10, A MAX. PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- D.C. -...AAY,HORS (SEE SECTIONS & ALT'ERNATNES ON SHEETS 13. it, 15 &16)- -- - ------ R-IA/13, R-2A/13, R-3A/14, 9-18/13. R-28/13, R-38/14, 3` WAX.. R-1AW/15. R-2AW/15. R-3AW/16. R-IBIV/15, R-28W/15. R-38W/16. " __..-._ _--_-......_.____� _.._._.. .._._I L/2 }4"e-26X1" S.S. BOLTS W� � I i `.' ,!-'' USE FOR PANEL LENGTH : i I WAX. I , ( I PANEL LENGTH I OVER r-6� I 1 i I REGULAR STORM PANEL REGULM STORM PANEL t 6'ERL O +4OA; -40.4 P.J. W I - (/ OVERLAP MID PANEL LENGTH �1LT) ,1 — - --. - _ _ -- - - - - - - - - - ' ! LJFE WETY STORM PANEL i - Y-6' tl +50.0, •-54.D Ps.f. -. -. _ _ _ - (W/D 17V17iLAP Mq PA+tTI_ LFh'GTH, 90LTj 6A� , i _._. .. . , -_ .'iIlu A} 2'-8' -7y USE HMI: PANELPANT. LB32GTT+•,:i . I i r`. - - - _ _ _ _ ; .. - - - - - "1` -_ AT ALL IdDt#il'9Ki5 5.5. 80L15 WI AT EA. OYERLA� '1.. 1 6' I I i) ,. It r __.L � ' ... L L � , , I , ,�-] ,- L - - - - - i I - ,.... _ _.,... . _ ---. 1 I I 6 I __. __ ____, , 2) NOTCt/ES AT STUD � , I l iIQN b RIFE F.rAFti' - i I E" A F P N L BOTTOM CORNERS 'i �. O ' ;rdS' N - -�.� i , D.M.. 3 , --.OV`RUP-'--•'VERiAP-' qF� : WIND NUT ATEXTERIOR ., _WNNC NUT AT m3^ MAX. LEFT PANEL RIGHT PANEL 3' f:U1X.' t INSTALLATIONS ONLY VAUD FOR WIND 1• ON. R-to/13, R-2A/13, R-3A/14, R-iB/13 R-29/13, R-38/14, t• MIN.: SPEED UP TO 170 mP.h. R-TAW/ts, R-2AW/15, R-3AW/I6_ 1-111OR-iBW/is, R-2BW/15 R-3BW/16. :r_.__. - .. .. -_.. __. _. _ __._._ANCHIDRS (SEE SEC11ONS & ALTERNATIVES ON SHEETS 13, 14, 15 &16)-_ -.___. _ -.._ -.. . .. 1/4 MAX. OAP LIFE SAFETY STORM PAN�1��EVATION (t) I SCALE ,/A t^ /�, 2 667 ' 7 ) RECUfAR TI REGULAR �" STORM PANEL (,*# O,ATMAP ,tnYd'C, 1w -M PANEL .12 , .�. - Yam' ... __ ".t,, t ! „! 's -_ _�_ -.. -- --' --.... _ _._._ _ .-,r .. A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS i ij4" 4, ,,-^ '1�'. ✓ ,� t )6• :. &� ..` ... l;,N�\ � " AN PANEL MATE taALE )D OR EL MATE PLUS MAX. G4P ''` .:i'._ �, 4 s �roDHDRs & W/ sP vrsr4 T/z' o.e. '` R A T!(ttj` I . ___:__--- - - ------ , -- _ ._ (�`-.�� w W_ ." a FyT''�CEN$ ?H fLORIDA BUILDING OODE Hon Hi h VWIGoIt HurrPcone Zone ur 5AT PANEL a; * xk' FLORIDA BUILDING CODE Han High VW S' ' ".. =' N Ad18T ? a2mo t1trE.oa 9+c. 24 GAGE GALVANIZED STEEL STORM PANEL '�,..EXTER1}� `:'t'Sc� '�CQ(IIDA�Q . 'G0`'° m.0 24 GAGE GALVANIZED STEEL STGR 1. * * * - GLLIBAL PROTECTION PRODUCTS, TLC. vm/vit y '"'°'�"�" 14'• ATE Of / E I L I EE C O t. c . , /� _,- C GLOBAL PROTECTION PROOUt 9'. IA -� Tern" & emiHamw COMPANY Moo 3.w. 31 SIRW �CTiON A —A -- TILLlf«Y TW M0 k CR MUM40 OFNPMTr 46W S.W. 5, WRILET Q R IQ . • ' ' / «w. Jrr. a. W. >Pa NrW,4, evmrs, r. Aura AVR. rt. 33,1, 20-175 •L+> _ sae &, z5 F+4rDu k v,u am " 331u --- ,'::F;,- :. �r � - P-0 m- . + : wn n1- PNbtfiE (as+)&St-*Aa6 FAT; ro54)ses-6MY ,, yl, �, 1111E SCALE 1/4"=i' !A �""' N,e+.. f.=b).Ts-t33P ii3xl eP,-.v41I PNq,E: C9se)469-75+a, FLY tA4)BtN INSTALLATION DETAILS FOR LIFE SAFETY PANEL INTO PQUREQ CONCRETE QR CONCRETE BLOCK STRUCTURES 1/4.0 TAPCON PDt}RED i/4'm TAPCON Ex15RNG POURED 1/4"e TAPCON.. OUSTINO POURED 1/4'9 TAPCON _€Xi57IIJG ANCHOR ESP 9" O.0 CONCRETE OR ANDHOR tl 9 O C � CONCRETE OR .._ ANCHOR 0 9' D.C.CONCRETEGR - ANCHOR 0 9 11C. ' 11 ,, .e , ' CONCRETE BLOCK REOUiRED. ) �,,), cc ORBIT BLOC# REOUIREO. � -%41 �:. % . /A '> CONCRETE BLOCK 4", REiNtREO. 'I fix' 4,_� �/1 -1 1 __ _" I ____.» _ .I r 11 , E.D.* ! E,D& I /'// 4 j 70 II j I) li I 0 , mi.. i lii g d II $ T - 1 If -SEPARATION ION- t'e-2Qs,• , t,e / �,' EXISu I ! ..� ��' E%L. 10 C1.�55. NG `6S. BDL,S W - GLASI jj}t - Ti5 !R ,5 W GLASS q_ R 3 f A'T EA K A4eii GA+S n - .. _,! _-_I A` EA WEm A 10 c`.' - I / D 1L,+&!H MAR Y 11 11 I 6 i 6 9 H } 0 tl1 1 A t Has. C-- -.I. # 7 1` MAR. ( PAN LENGTH ` PANEL LENGTH n E 6 (SEE HEFT PON SEE ilm ON pp ( n I ( P' 6 r n jj IT 1` M^ d i , ON SHEET i2) B T __$.._ i ON SHEET 2) j�q9 GyA_- 1 6 IT a I I i F f /. s. L 2 /r ( 1 r' 1 I 4 9 4 i £. 2 0 D 3 ) f }I I I g I t 29 1 fi fl 4 1{._ 1/4'e TAPCON --' ANCHOR 0 9' O.C. EXISTING POURED OOAgRt,_ OR CONCRETE 5=9 REWIRED- ! R-1A 0 REGULAR PANELS -WALL MOUNTINGS SCALE 116-I' {`... 1/4'b IAPCON ANCHOR 0 9. O.C. EXISTING POURED CONCRETE OR _CONCRETE BLOCK REOURREC. SECTION R-1 B 2 LEFE SAFETY PANEL BEE Ipor 335 It 1B MAR ANCHORS Al**" T?W -t/i'w ,.1 ..tAALT7N TYPE. & SPACING FOR INSTALLATIONS TOM Oftwow FTEAANCHOR SPACINGS AND MINIMUM M _ w RNM�NYHOR PACING 00 3 OiSTANOE ARE ND#SATED CRd THIS TOM IANCE •A9WIM4 - Omsrtlr 6.) 3 30, ,HEGU±3_ MR E,±k IJL55 TWIN INfBCAT(D ON SCHEDULE REDUCE ANCHOR SPACING AMeM1LTle.p.1 '-"N.h Bb1# [m.) , J ..-� 3 BY MS)LTIPL .- — S>K)WN ON 6CNEC`AF BY THEE Ftlu'"WG FACIORS am p /2"_<._ FOR THIS OPERATION TO BE POSSIBLE _ _- - ..' J 1!2' 1 - L_. 1 I E.D.e EG POURED VE OR EM BLOCK, 1EO 21 4 II I 1 R f LFR. 1 f u I ! r sEPARAna4 I Ex I'��T41 D CLF55. 1 E ! I I %isn E NG -- T ss. ban . , I R 0. _.. GlA55 -..3.s. BFAT3 W AS Lt GLASS 11 ( II 1 fl I' t I I R 41,�, : ' ; 1 •L MAY. II 1 E i- MAX. A I 4PANEL LENGTH A - -: �...-.( B' PANEL LENGTH A1' __ -_ y^ SE ELEVAT ( E 1A NII S E A N EE lEY llpa,: ( t' 3 11 Mtn. It�SEPARATifl, --I E 5M It qTJ SHEET 12 E 1 ) .... ri 1 N ... _ -. O SHEET 12 ) I It TO GLASS. i 8 II I L § B f 9 4 1 a a - R I r --I z i 1;; d 1 2 1"� 4 I �, ;= E.O. A r E 0 t e 1 .. 1 , I EQ I - '_3i°5. NET MS. O E0, fx". .-. N!Y NS- 1T t .' #/4"W I2 1/32-..0 TAPCON 4 ,2 O.C. s'; iT TAI>aY3k ANCHOR O 9' O.0 _if4°W ANCHOR 6 9° 0 C. EXISTING POURED CONCRETE OR DUSTING POURED CONCRETE OR CONCRETE BLACK REQUIRED. ZECTION R-2A O REGULAR PANELS _.tONCR-RE KOOK REQUIRED. SEC?ION R-211 O LIFE SAEM PANEL WALL NINNry„- UO NTINGS SCALE 3/8-1* -6-N N C— ffi (3) U (j) N O 0 = .& Chi U '0 N 0— (n N O N M 0 .6- LLB ,,_ Chi /I.,/ .= VJ /C� O E FOR F Y 1 --- ---------]____ INSTALLATION R F �— ------ .��.. - ---___ T FORF A FINT POU Q T OR C R K S TU INTO WOOD STRUCTURES 1/4`C TAPCON EXISTING POURED t/a". TAPCON_--___ ..-. OUSTING POURED --"""""""' ?'""_""` :+�-' I I l - - - #1:�. , i. 1. I I i ANCHOR A ffi` O.0 CONCRETE OR ANCHOR 5 9` O.C. CONCRETE OR _'_ _ WWO HEADER =I . - ; I WOOD H"cAOER __ {! -_ _ pk)Tlp HEADER I WOW HEADS E , -, -i. CONCRETE BLOCK 3 -. CONCRETE BLOCK ' • ' : R OUIRED .' _-.__ `I - _CID EOUiREO^. 1ZfQ1JRCc0 p EIDER WOW HEADER - -- I f ). REOUAtED. iLEOU.RED� - _ - ,'�.` I1 "REflVIREO ' •) --pEOUIRED Cn }tl I 2i %.1 ` z'; �rri ` 1 14•. TAPcoN -I L....\ t/4•. 7APEON s. ..._'{ x,- - �l !_ ., : , 4HOR 0C9 OC. .' d`:- I ANCHOR O Bw OG A ;i� ANCHOR O 9' O.C- ;'-. i _ .ANCHCAx 4 9' O.C.,_ a -4'0 TN'CON - .S,//4`4 TAPCON r - �. 3 { I . . ; * i i .> -,) i ANCHOR tl 9 O.C. .d ANC)tQR tl 9 O.C. i `. 2 I I' r i' Qi ------ '. 1/2• L1/4 J2` II/4• i ,d MAX --I 1 I� 2 1 .: I - t/2' t A• - _ 1/2" ) .1 / 2^aso* 1 [ t 1 f -1 1. Cp• :> i f E.p! s.:F'%s I '; 1 1/4- r ) I +', +l` tt/4' jj / 1t/4" I 11f4. 112" 1/2' ! ' '---__... :+ Awc.,. �' , I4 _ Ita's_ , ___.. I'I -�' --- ----'- tt/'" ll I 1 ;1fd• • . j •r . , i i! , -,: I 2° , i . Z i 2 Ai i -{ 2. ? 2• Y pfAX._ _...__-... _ i �-_- __. -._ _._- fr. �/ 1 t } I 11 I ;I, I I t 1 I+ I f, "! % I - .'Min. p`. 1 •-.i ' L9n. I ^. Min A Min. 2 2" t 1 r1 r. ...�: 1 ,lii t ;:.p,: -,. I I '' I . F} 1 +.1. �'� I .. - I Cl)l.P : d 1 - . I c : I �L ` I - qt ',I' iA(fi ..1 Mtn. 1 B I ''.^/ 6 1` Min: I '".. I 1-.-."_ i F 'x, e� i ; ,_.. i f _._.Y I I 'Ir I IV I 1//4"e-id,• n To11 GLASS,GLASS _I. .... ,H^w m,• - @ 5 ...i 4 _ + t 1 n�1,.•..,t i ..: 1` I.._s- L. i .,:$+. i � -6-I ° i.. I �✓) S 1..- 4..' I � I Ex9SNr».GJI T &s tx,t18 W w � 6.s EWLts w k ; R fl I I— _S' t +''"'` i-..I R x RilI (TM'i > �, r '�',� GLASS a L Ar FA aa,wt -. cHT., .. .+ I A, &L Y A I t!� a-DR.s• I I gj }aw2D.t• n L q 1 o N I f .r) ss, WilL1S w t II I 9: a"r-9}hi' a .•- I ( Ss: P�L73 W , i �,J K I R( 11i ter` IT Y -..i _.. w,o,N-OA -e7 EXtSI'L{ R ',.. � I 1 EXISri ' I " 'S& eE4A !RaPORROD,, 9 .. - . -.-.. .� .;+{ g AT EA EXLFTtwtj„;I T SUS W.(1 R a!,'-. •` - 1 . 1 Ai Ex. , EXiSTt. R i t/4Y-zD«,- B L - _I sR s-ts w a) A Y 'tl 1 `X= D L w t4 EXt'T1 IWG i t CLASS V yA i tart I I 4i i G9A55 11 ' 1. 5:3, > M W , ::.: i/': e3 EA 9 I cuss -_,- - - .. - 'C Mn«. y _ . + i 'i' MAtI 11 _.._. / I uN91x TaAn t Gt� D . ` . -, _ . ., cL4ss . __ -- _- �' A `" I,AE tm w,m. -'•`tl ^ i O 6jj PAXE.i. LENGTH - x Y$ - $$¢ R l S I s` 'r - -. 6' PANEL LENGTH it t I : I t 'l. MATE. it I 11 -. 1 $.... ! •. MAK x' - CSRSa 1 1 is FIEVAT,DN O I (SEE ELEYAYtM' , n I 191Dfx di7t Y-4°J b x t EI 5 ) IFNC,II T.FM T-6'i E%i,Y'•T3N M y j 11 -11 , 11 I 1, ... i ._.,.9 PANEL LfM:1I, li t-.. € ___.. x " ---1--.. 9 PA.Nt t 1SNOTH _. tbt 1' 1 ON ytEET 12) I -- ) L' MP.T- R i ( P LENGTH R 1 t {p( tjq { B 1 '.._I 6 + i - PANEL LENOIH "` ..,::..-._...�. ....,1---- 6, (SEE Ei+LENGTN it i writ iMFa+X n - -V'"'.: n , .-_ .` 'a (SEE. Ei:EVAr14N € IT � .-. #. L' MAX. g f `L" MA%. n 1 ON S lEk7 Y?} APANEL p--SEPARATK)n Y (( - 1. y' T 77 !( 9 T - I..- 1 - 9 1-__ q. __ 1 41 i (SEE ELEVATION A N I G -= .. -r-___ 4 -g 1 FON 6HEET i2) p 1 R _�. 1 ON SNEfT tz) I .,� - - I1 ON Stitt 1z) {{ { pp } 1 9(_ _ ON SHEE: 12) . _.II 1 a _._.r____! R 1' Via I _ 1___, ^-"_"' `,'r._ 11 - Ij II I 1 1 i4,7. iU) ,,A-::: - __-_19"_"-'SFPHMTICJN '✓c- ,--T-_ { y g I M ` i -._-{_ ____ CI I 1 - I 5 1 t 6 i" Min. ( p TO 41A55. I _ 'ri 6 1 ( i1 M } Mln.. 7tg i _ -'/h-L _8! r I ! L/? 1 0.-.t�� ft'_-SfH'APA O 6- -1 - i.; • B 7' Min. a It : - - t " i r / l �i TO G[A-f5.� i L/2 SEP.k,WATiON_..- r X r„� 1 - _ I 1 -- I 1 r1 it TP G:15B. I n _ N----SEPNMTK)N _ R'�" EP ) II - t• M:TI i t-, "'�", :`. I 1 • `,-- I 6. a 1_, I /�, ' r-T A :'i I E �,I.-'; i `i2 I TO Goss. ; .. -i� J 6 `s13 GIB. V,1 ir+�- ,E N.. i . 1� (D =3 EXISTING POURED EO4 +:' I EXISTING POUREL`: 1 - j-. -1Y7,�97 - �.. - . ,.-. v I 1 i i i L/2 I B' CONCRETE OR I ._ CONCRETE OP --<.; I __ _ 1 :'1 ....• • t2 +/2 �'. I - _ kp i e - t _ , 1 _I �} i I �- -� CONCRETE BLOCK .7.. -1 1 g CQVCRfiF. BLOCIY .>._- I EI' .y _. ' E'". ....__ , L- -�---. -_ _ - 44 x i ETl '' i `u'' I -1 1 E �. - REOUHiEO. '_,. ;,. 1 a ,s 1J'E ac REQUIRED. ''r` f te€t'aml I .._ : i r_ i +,( -... - + d 1 i - { I E I { ° I e a, OC E0, _ e u W at <> I ED -. `-. _.__. EO + i.._ -- - _-O - / i."s-2G3 7' _ ._._---_----_-. 1 II I IV- - I 1 1 - + J { b x .. ,} C - t'. I "' b. ' _55. 19Dt - w.rQ `Q. t _ . ,A I 8DLt3 /,yq � ,-� I f 2 1 EQ - + /2 1 +`au 314' I. _.. r a . ' . 1 —4 t .;; ' �, 11 O t{ " ....+ - i . . P1JS1E aaLTs w 1 I liJ; p-.. , 1 , " I REQUIRED ' i , '; a t1 tlzz O.S. 2 T4` WOQ t 2'A4 iWQ 1/4°W PANELAE4, PU,15_.__... 1J4.4 "'NEENATT. a^_5...__- n. n `° ', _ .:::,I,,4-e TAPCDN I �. i - 1!4'61APOON /.,. �..' __ ... tjg T.AKON ?•a4• WWD ,') . O.; 34�;... p. (¢ ANCHOR tl tz 1 2° S-L LS. ANT.rtwT (BEYOND) O UEE �S ETY PA,M .,:. { § '!'i REQUIRED ,.'; REQUIRED ANCHOR tl 9` O.C. 1 ` !. ANCHOR tl 9' G_C. ,'I ° ANCHOR b 9" O.C. PLATE P1ATC UATF .: -" i ) STfd3CRED WI STUD '_,= j +v STAGGERED Wf SiL10 :' ;I: tDUtREO ,.. ':'-.Uri - _t�,F4"W TAPGY3k i ,.,, I,� :, 1/4'e PANELMA7E PLUS ,'f�� ,/!'W PANELMATE PLUS �j(? yq ANCItOR 1W 9 O.0 ANCHOR 0 12 1/2. O.G� '4 i I ANCHOR q tY i/2' O.C. I1 i1CIUNTINGS ( _ rt 2"TIES" WOOD I 1 4., WOOD { 1 4 1 ,.,.i...r .r ... , . M a- 1{3Li LL A1WI�p15Km 10 FOR Wit.00 S SON »•, _ REQUIRED REOUtii£p ,, .: I + W t t I {{ 22 AND M.WiTIUM EDGE SCALE 3/e+1 ' t. v x_ MATE ,_ 71AT- y µ ARE POCATED ON INS SCNEOULL. €O9 E.D, LESS THAN I ,:- -� :'W( !, ._ 04=TED ON SCHEDULE REDUCE ANCHOR %PAIEWC BY ...-._.. ...__ ..._ - • — MULIPLY9Tc SPACING SHOWN ON SOLEDULE BY THE E LTERH E - ALjERNATIVE �-3BW FDLIDW9W FA'TORS. FOR THIS OPERATION m 1E POSSIBLE, ALIERNATIVE jt 1 AW ALTERNATIVE R-1 BW ALTERNATIVE A-2A1N ELLT�@I"�lTIVE R-Tre� O RE�;� ,P�� A�' PANEL REDUCED SPACAffi OBTAINED USMQ FACTOR SNAL NOS �' p €3tE p LIM IT" MOM" SPxIN¢ INDICATED FOR EACH MDNQR ATiT �+IA ofTFlry; 'x'r'' �-t3�'�vldl6l.� O ,I„IF`E SAFETY PANEL TYPE ON INS SWEDUtL "0 F5 IIf.LAF' O REGULAR PANELS (Q L.►FE SAFETY PANEL 1/A tf4'W aol' ,...... /T 19tAU MOUNTINGS „, NH .`INNrr, H17NH,IrFJr WALL MOUNTINGS WALL E 3/8.vl�. MOUNTINGS ,,�ry1\ .-; TI�(/j✓. ANCNdI EPIC - - r ✓ SCALE ]/B-t' A SCALE 3J6=,' SCALE 3f6m9" 9 -'�. W"COH PA LUS `,y�P.••y�CENj�`' , s TI(LJl ,, "; ��CE114'-'/ LU MIMML u4DmR vrt410 D J 3 2 FLORiDA BU{LOING CODE (Non F6 h Velocity Hu come Zone - . .CENTS '• 9 '+; FLORIDA BUILDING CODE (Non H{gh Yefocll)r HMrr)cone Zone) - r N0. 4416T = FLORIDA BUILDING CODE (Non M h Velocity Hurricane Zone) •rMMMar raQ i— ik") - 3 I .MT, M11".. t r.F. ^ s2P2G TIl1TGq M. EJ'_ - * b168) 1L)EDD..W.. F.P. MMANGLR.9I 1 g,y (A+.) , 3 1/2 ' * ;, * : * = 24 GAGE GALVANIZED STEEL STORM PANEL aaAwN ec a D, QQ j EST 24 CAGE GALVANIZED STEEL STORM PANEL - * . - 24 GAGE GALVANIZED STEEL STORM PANEL Q AE91WW. >qOE D 0%Q7 FACTOR STATE lid^,. a a--___� i. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN = * * c aR7 Bn i •O'•, STATE OF Q' a 0PA'"" ar: z 1 INSTALLATION ARE ONLY VA1.10 FOR MAX. A.S.O.97/27/WI` PRESSURE RATINGS (p.s.f AND PANEL LENGTHS AS 1 * : ,. +'- _. 97/2T/zTxP ' '9 .. �' ' --�t� nx/nfao2D - a`' �' �-- �iL. ECC� LNc. GLOBAL PROTECTION PRODUCTS, LLC. ea,E. PER ELEVATION ON SHE } 12 z p; ryjATEQ, ��i� O aWe, GLOBAL PROTECTION PRODUCTS, L€C, "'A Dts+GIN PRESSURE RATINGS (p,e.t) AND PANEL -,.D4 FtOR ` GLOBAL PROTECTION PRODUCTS. LUG. D,E a3s - , + T _ET E _ _... ' '!2' ,.-.._- .. _T . _._._ _-- .c�; , /GRID .i .'-,-'._..` ____ .. ._ _ LENGTHS AS PER ELEVATION ON SHEET 12, •,, 4r .. 6 1 G C O LNc \ 2 ti. .'•..... •yy � TICUT snHG & FHa INT. Ei5i 40M sW. 51 SSRE£T : 2. FOR NEW WOOD FRAME CONS! RUCTION:. WOOD ,- � ,. ... ., 4040 S.e, 51 � 'Z s:w. 51 STOID .--.--/'�'---_-___ ._..__.�_...._ _.-._—.. , 4\A. of M..rM Ot. w.. ]A1. W!iaN P,Hdff. h Lt1A wME: eL 1:x„ `-•" ••••• _ c ', Ci ' .'oi.ORIDE: T. '?K% - yWa. M. are, a ,9 R«merr . w,w AWE, rl. 3331a 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD' `4iieA'SlliN iVL F" J' " ''Yd"' T�t`c &RID.. + wrNFs°. M° - Z • w .m F''"a WWII. VA • +. 4,-,A,P.-- m- 7345 FAX: 95A 9-5797 2O 175 MEMBERS TO ESE „OUTHERN PINE No 2, W/ SPECIFIC 'Si fi...., � PN - 954 - FIX 2D 175 _. _. x eA•. ,waT,a >O,N evAE, F7. 3J3=.a ,. M i IAVtA NOYa./ 41A.+1 {ei"L}pW9^ t 1WW ...,.r."°. w»v+: itPF?w+-rsm ##..._ NP'f-1S1 o",( 1Fr0W75M<AK C99{)¢'67.1 llr r I. lnpn Pre)or-10.b rr.(an,)rn-rv, F"Mr- 064)669•-'+3i6. FLY: tO.4 lIR7 ;—,. -'T7� _.._._._.. _ ._--__... +rU}ta N+..4..,.. 1mMWIza �,; : DENSITY 0f 0:55 OR EiYi)AL. "*� •,a. tw•ae..'A««. aK. MEMBERS TO BE SOUTHERN PINE No 2. Wj SPECIFIC NrrM„Ii, _.__ 3 , 2' - cA-oToene ea w . srw. MIF +e,. r ®u..., +.0 4Eyy S'IIJtC '-""-' CA -COW N• • mrm'. .tN tHRaWN0 NP: DENSITY OF 0.55 OR EQUAL a_aeD67ro +•^ •• mom' "«R Ne Q PE BF+"I./SN4alATLLR€13k11C WALSER A 11LIJP Jr.. Pa , ¢b rr-rU. m . ! 4`ifh,UlE/DAFE P WATER A nupTookt Je:, P.E. @F 1R J e 41M li . 441 6NP.[T to ar t6 AE14H T7 WN.IER A014 11LUT .4....F- a dA n-rp n «. gpIE1L ,s of tM P.E RFX/A6NADA9TJA,E m ,r_ra v SHEET NO. SH 1.4i -_ _ --..- 1�' Ezilif/18 AMC M (SEE SECTION Ez i a, ALTERNATIVE U1W Of, SHEET 18) NOTE 2) NOTE 2) --)/Is'. ILuMHA). I'll ST 0ANEL01 TO BE IN57ALLED, AT EACH OPENING SHALL ALWAYS -T OL' -10 FACIUTATE ;NSTALLATKIN IF I -7 PROVIDED W1 REAS IIAN M_._14DED 70 BE FROM INSiOg OF STRUCTURE PC 2 I'ANE. NOTES Y" - I, I _ 1. 1 11 1 1 1 . 11 -- - , , - 7 -, 1 (1) 2LD14 E-Z HANG EJORM PANEL 5 N �1 � I I ! i -I OF (ENU PANEL) 14T RIDR rANEL) (INT MR PANELI (INTERIOR PA a) "ONSIS,"NG Of PANEL I f"t TRACKS TOP & B0110M (E-ND PANEL) 1 'SEE NOTES 2. 3, 1407FS 7. 3, 4 �2� tNO PANLUS SHALL GI�W CONNECTED TO B(,004 TRACK� ') lb OTHEArNt"t A STCP 9 HALL BE PROVIDED AT TOO OF SUCH PA 400 P., 1 3) if END PANELS ARE CONNITCTEO TO ROrIUM TRACH, CONNECTION L 1 SHALI CONT.S7 Of 1/4'0-200/4' LAS W/ W,NG BOLTED PANLLS W/ NOT OR MO rHUM9SCRFW TAPPED BOTTOM, )AnS,,N,R, A"%xSY4' INTO LOI�A EHIL-s W/o a fA ovCALAF, TIC. T E TRACI<. G. MAY B AT EflHER OF TWO i (SEE -FCT,.Ot4S AS APPLICABLE' EXTERIOR FLAT PIANCES OF ENE, PANEL, OF (4 IN CAS� I HAT , ARE NOT CONNECTED TO BOTTOM -ND PAWLS TRACK (i ,� A �LUF BAR G ONLY USED A' TOPI AT LEAS1 TWO T PAWAS SIHALL BE CONINLCIED TO 807101.4 TRACK USINC SPECS -i H-4 "--t i-t--, -i-Hli-�- -+r _--i 4 INDICATED ON NOTE (3) AB9VZ. IN SUCH CASE, CONNECTION OF- --LL-1 J J d 1- 1 _J -i L _J .1, if I J J I L L J J - L -J-1 I L J J_ L -J -1-L LJ J _J J L -L i- PANELS TO 50IOM TRMCK MAI OCCUR k-, ANY PANEL LOCATION SEE Non, I kt.,, SEE su 11 WIN, (SEE SE��110N EZI & ALIFRNATA." EzIW 014 SNEZ� *EZIW/115 TYPICAL ELEYAJ1QN FQR SERIES 2099 E-Z HANQ 5TORM PANEL 0) SYSTEM (t) Mo., W 2.687-fart ovokNE, 1/4- T SECTION A -A SCALE 3 R' FLORIDA BUILDING CODE �No. High Velocrty Hur icone ZD")l 0.4 1 7 Z4 GA.'[ GALVANIZED STEEL STORM PANEL 11LIECO GLOBAL PROT s TATE 0 one ECTION PRODUCTS. I.I.C. , " 1_rl� r_1VRa1_6 - =_110 . . - S, 11 c"C'm QFA� R _W1. rM' ro,, "0 J"4AW-67P� MP IWO Re, ILI, a ENGIf-4EEPINNG ENIBINEERIN13 EXPRESS PRODUCT EVALUATION REPORT September 15, 2020 Application Number: I 7014A - R2 EX Project Number 20-31543 Product Manufacturer All American Shutters and Glass ManufacturarAddrenas, , 1540 Donna Road West Palm Beach, FL 33409 Product Name& Deecripbon: 24gs Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation; This Product Evaluation Report is being issued in accordance with the requirements of the Florida Deparnrient of Business and Professorial Regulation (Florida Building Corturnission) Rrile Chapter 6IG20-3,005� FA ' C,, forstatewilds acceptance pet Method lid). The product noted above has been tested andlorevaloated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, forme purpose Intended, at least equivalent to that required by the Code Re-evolualtion ofthis produldshall be required following pertinent Florida Building Code modifications or revisions, Substantiating Data: . PRgDIJgTEVAL0TJQNOOC1JMENTS EX drawirtg#20-3lWtWod'24gaGatvanize.d Steel StorroPenelts (HVHZ& Non-KVHZ)', sheets 1-5. prepared by Engineering Express. signed& sealed by Frank Benriardo. P.E. man integral part of this Evaluation Report. * TEST REPORTS Uniform static struchural performance has been tested in accordance with TAS 202 test standards per test report(s) #BT-ASG-1 7-001 by Blackwater Testing, Inc, Large missile Impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test reportle) *BT-ASG-17-0011 by Blackwater Testing. Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared Which evaluate the product based on comparative andfor rationst analysis to qualify the following design critena: 1. Maximum Allowable Spans 2, Minimurn Allowable Spans 3 Minimum Glass Separation 4� AnahorSpacing 160 SW 12 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA �3442 (954) 354-0660 1 (866) 396-9999 TEAM@ E NGINFERI , GExPREss.com ENGINEERING E xPR Ess. com toENGINEF-RINC- Page 2 or 2 All �kmerican Shutters- and Glass -24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been Used in the design of this product. Separation from Glazing is not required for Installations outside of wind zone 4 and essential facilities Impact Resistance: L31glo Impact Resistance has been demonstrated as evidenced In previously listed lest report(s�, and Is socourand far in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schadule(s) on the respective Product Evaluation Document (to, engineering drawing), Installation Thils product shall be Installed in shier compliance with its respective Product Evaluation Document h a engineering drawing) along with all components noted therein, Product components shall be of the material Specified In that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use oftbis product shall be in strict accordance With the respeellve Product Evaluation Document (I.E, ongineening drawing) " noted herein All supporting host structures strall be designed to resist ail superimposed loods and shall be of -a rmilenal rated In this product's respective anchor schedule, Host structure Conditions which are not accounted fat In this product's respective anchor schedule shall be designed for an a sIbR-Specific basis by a registered proftsional engross,. All Components which are permanently installed shall be protected against corrosion, Contamination, and other Such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfullv, Frank Bernardo, PE ENC;iNEERfNG ExPREsO OF0046549 I Cerl Aurfi 9885 160 SW 12" AVE NU, SUIT E 106, DEERFIELD BEACH, FLORIDA 33442 (9141 354-0660 1 (866) 396-9999 TEAM CON ENGINEEAINGExPRESSrCOM J ww_ 14 FHI IA C in -W F IN ....... .... 4 Pl c f ,o V TY 51 Ll \0 Cl? JKJ _T I V LD n H`1 LII.111,11 ..... -4 V A 6�1 11 1 W E� NiX iTL-, W.k 111�1 Lu (All "A I_ 7.� hTl ZLW,�',1TT_. gill 11411.11 1— 1 - IH T,-- EzT 01, \0 77 T 20-31543 Z eGIIU, PAM 44"CRINin"! NO— I INSTALLATION DEJAILS FOR SERIES 2000 E-Z HANG -STORM PANEL rl I_NTQ POURED CQNCRETL CONCRETE BLOCK AND WOOD STRUCTURES ___1./4** TAPCON CONCRETE BLOCK 7- ANCHOR 0 12' CC, P/ REQUIRED. 1/4-0 1APCON `� , - --- - #`-I HEX WAD TIEK WOOD HEADER __P4 I' HEX HEAD TEK ANCHOR 0 12* O.C: sc a 4 CIA D 4 EDGE OF EDGE OF :ft f 2 EM MIN. J, ggm 112" L Li it A, It ;,,Zk A H 11-MANHAnow- 1 EXI 10 CLASS, WNUMPOP CLASS it To CLASS, POP RIVET It_ A- _4 MAY, PANEL LENGTH i PANEL LENGTH AT I. B 01 SEPAP -1 -1/4 -20.2' it- 11A "Tfi THUMBSCREW 50 C, Sox to MASS, C '/4' 200' OF -L� THUMBSCREW It 7 9T 51 -(7) /2' -.V4"0 TAPCON ANCHOR 2* C,C t/4-0 TATTON 19rc POURED _J_ 2'0' WOOD ANCHOR 0 IV o�c. am PLATE CRETE OR REQUIRED CONCRETE BLOCK REQUIRED SCALE 318-1" SME 3/8-1 vio-u ""o FLORIDA BUILDING CODE LNn UI IN Voloeffy Hur foune Zorio) 441 1 - � I'M. -, F�� 24 GAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATION ARE ONLY VALID FOR MM. ASQ� DESIGN III : Z PRESSURE RATING +/- 40.0 P9J, AND W-C!" MAX ATE PANEL LENGTH. / 11LIECOm- GLOBAL PROTECTION PRODUCTS, LLC, WOOD S. �, � 2. FOR NEW WOOD FRAME CONSTRUCTION: .... MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC DAME, fl- 43,51. 75,B IAv-iMP to �20 DENSITY OF 0,55 OR EQUAL, Nv_ oil WAT I. PI ALL AMERICAN SHuTrERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) wff)TH UNLIMITED IPIERR, TO PANEL SPAN) TOP MOUNT JCOMN- T R TYPE AS REQ'D) SELTI S OP71ONAL/2'-2119TTICH SOLTS WITH WASH E-Reo WINGNUTS FASTENED 0 OVERLAFS 0 MIDSPAN (USE APPROPRIATE SPAN TABLE) PLAN VIEW �m � RD Sti" BOTTOM MOUNT (CONN TYPE AS-1 -D) MAY BE AT 7 5.0 "T TYPICAL VERTICAL MOUNT OELEVATION Ili� N,T S ELEVATION TOO MOUNT L-x �Co IN TYPE-\ AS D) (SPAN ABOVE AS REI BOTTOM 3S7RULnON) 0 TTY (CONN TY I AS REQ-D) --OBSMUCTION E C (LOCATI;)N MAY VARYi T P MOUNT 2 ICONN TYPE LAS REQ1O) acrrTcrA MOUNT VERTICAL MOUNT ELEVATION (NOTCHED PANELS) \%.ij WTS. ELEVATIQ14 ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS I PANIL 111.7.1 IF.. CLAV, I I, v �IONE 4 & ESSENTIAL FACILITIES) DESIGN ALLOWABLI INSTALIADONSLESS INSTALIAR0445GREADER PRESSURE SPANLOw,) THAN W ABOVE GRADE q as 646u, 216i� -tr0 6.06. 2.46 h, "l-is IRS S',, 6 ns,p, IASir, ;F - I _14i �_, - Ed .. - - 6_64-1 - - - 1 - - , , - - '" 2S3 1. 5PAN 5CHEDULL NO I Lb: 1, ENTER SPAIN SICHEDULES S WITH NEGATIVE DESIGN LOAD 8 PANEL FASTENER SPACING to SPAN. SCHEDULE CS ACCEPTABLE fO4t USE WITH POSITIVE LOADS LESS THAN 09 EQUAL TO NEGATIVE 2 'PANEL FASTENERS' ARE STUDS USED IN CON UNCTION WITH At L MOUNTING EXTRUSIONS ('�-TRACK. MODEL) ANGLE, IEIC.)� USE 6157' O;C, PA14EL FASTENER SPACING TABLE VALUES SON ALL 'N' - AND -W-HEADERS, (INCLUDING BUILD OUT CONDITIONS) 1, ENTER SPAN SCHEDULE WITTI POSITIVE DESIGN LOAD TO DETERMINE M1141MUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTIPICTED. 2, SCHEDULE 15 REQUIRED FOR USE WFTH POSITIVE L04DS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISEE USE NEXT HIGHER LOAD 3 FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE Of ESSENTIAL fACILIFFIES IN ASTM WIND ZONES I THROUGH 3. 1 HE GLA55 SEPARATION SO4EDUU J$ NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING 15 REQUIRED. D MAXIMUM ALLOWABLE IT DESIGN PRESSURES: AS NOTED IN DESIGNI DESIGN NOTES: L SCHEDULE$ Post N N AT VE� MIGN PRESSURES CALCULATED FOR WW"FEHMIS S,'ISTEM HALL BE DET ERMINED PER 5EPARATE ENGINEERING IN ACCORDANCE AITH THE V NO Q-#,1':.�'_R .51RE V MAPIER DETEP 1141505� A ED BUILDING 1��21IE `IIIALL�- THAN CSITIVE ,C,, t TIVE D� IN P"RREMN ES URFIA1,11" Gff4T VALUES LISTED HEREIN FOR ANY ASSEMBLY N, GENERAL NOTES: - THIS SPECIFICATTON HAS BEEN DESIGNED AND SHALL BE FABFUCA7ED IN HAS BEEN USED IN THE " ROJECT DSHAUL BE RESPONSHILI rO THIS DESIGtJ WHICH ACTOR, " L' ' ""M rV. Ti PAR CALrIlLATION.. ON 14AXIMUM TESTED ASTM A6S3 A WNIMUM FY=4S.1 �;Sl, .U, QE06�HT6AL MIN�MALILOY, TE A ce. . FT1UQ OUNTED VERTICALLY OR q SHALL BE EM8ED..0 7C ALL CONCRETE AN �OFLS P ER TO INSULATE OR PROTECT ALL to "'NE"TL "'L7 AIUDA-S ST I L a-- Ail rA BY ccn,.�� R, 4 NEER FOR ALL LOST a DAMAGES S RESULTING FROM MATERIAL 3TRUM,ON PRACTICES BEYOND THAT , �O,B� COME'S . FR— FREIN, NO ADD77ONAL ILTENDED� ER MARKIRGS TO THIS DOCUMENT` IS CER-CiFICATION �,15LE,?,;nI 1.1�4� PF (II LABEL A .41. VISIT "Ra (jj,=NIMUM �ALLOWA�BLESPIAN�SCHECILILE TOP MOUNT 2- 1 A R-1 A Sod"'U' H..d., 0' 0- U zx (Y 2r 23' 26 bS 9 'U' Ha.ft, 0' T D` 23' _-�L 2,r 25- 2- 2r T 2,r Zr .S 4 SW ArAl. 27 27 Zr I I" 3W 31' 11" 3T .13" W 1'- 33' 0 __Wkbo "FT_Mk_ 24" 24" 24' 3W W ST 2V' AT _21V 46* 'F" Tk 2r 25' IS' 31' SM 521_ W 5T 1.� 51 SRud AAIA I Zr 22' 27' 1 11 cw.a M.0t 24' Z4' 24' 4r �- 0' Cr LF fir Ili; 'F- AN.Pa TIR& 7X 24' 24' 4� -E Lr* �M�0 , , h LLA v ST;(;" 7 � P7 �R �1 �N � M" Z �T V, �Z;,v �7N "'.-D i T I" tn �c � I WV"~'t,, Imh WIIAG� I .0nAic 1'rW11TIONf� �EQVI.ff 1UPFF41T). OF 'L- S-IL FLIP �-L I TRN!� V 1z", 6A 11.�s 04, r1.1 1 11 _ IN, IN T11-1 c_? ef-� OPTIONAL INTERIOR FASTENING DETAIL �NT 3 Ln I, Z t; -c. il T_� ASAACID"i PAM - < ,,w q. V "vi, fPx-� IN IN 11 ION ION A Z AJ --NO I 20-31543 miii;w I WINT To 'E. , M 2P ION L EGRE55 PANEL DETAIL IASTENHN, C= C2 cc c= co Cc L3 a) E 0 ITANKOUIRARDO 0 094�1 I 0.750' Z D US RAW TYPI Typ s _8 Ill CA T 4 094 094" os2,, L -IT - - f,� �71 1,0001, [_ t J I-- fyP. All 'J" HEADER 3 380" MAY 0 Ili3" 0 1 0' D��I.O I 1001" R19 L 12.500"PME1, COVERAGE L Sc� 11 -75' PANEL LENG7 5c'. 009y, Ro __OG9c, Q�a 15' TYP TYP. ul) BUILD -OUT 'r IRA I ZZ, TBAO 95? IER C_ C 61 0 14( M 8L IT! , V =17=� 0,125" TT Z Z-.� @_C_A_1ILE-%PACKI..RE .0 -OVERLAP MAX, - oric,�-XIARC1,DSURE DETAIL MAX, A 1!1',E� "p1m NO .25" MA�, MAX U` DM7ANCE r40 75" C_'B"] I ' I 'I DIV i 2 L _ sr.. 0 i3pl� 0, 1�1_ 0 a 1. 1'. Ic t EMBED z_ 1 ODO' F OVERLAP 3,820' VE. MAX 23' MAX .-W MIN SAM MIN S,rnm L U UTS ANCHOR SPACING SCHEDULE, 24 GAUGE PANELS, PANEL FASTENERS 9 12 S' Oc NOW' �MOMV00011 �EWIINIIIJffilrlo We P. ANCHOR IR .7 EM_ 33 41 46 IO� 'Z 12.5� 16o" 16.0" 10�9` 12,9' 16�0'- 7S' 12.5�' 16.0- 10,jY' 6.7" 2 �P' 16 OFP �Gll . W �;, V, �P- IS.., b.:,. Iz T. 1. V. L, S" .0., 12.5' 1iC1 16.0" 7.5' 12,5' IF,O' L4.7'* 6X' 123' 15.U' 14.7' 54' �7, s,* L2,5' 16'a, ..., ln.W 1..7p' ..., 5P` - W, i�o, L5.0" i4x, So, 14.7' B.U' 12. V 12,11 I � 1+", s r �4 7F1 OUPI CI �4 In. 'MauO 13 W�Cuw 41 48 TAP c.F 41 4B 5k 71 A2.5" IE.9' 160' 10,1" 12,5' 16.0" XI.V� .D' 12,5V 16.0`30�9' 6.2" 12.F' 160' 14.1p' 8.1" 12.9 160� 9.7'p 5.6" 12,5" 16.0p' D.1" 54�' L2 ILL 12.5" � ", IS , I, i�O-� t)s'- 16.0" U5.0" "'S t2.5'- 12.51, 1.60' 15.0" 9.6" 5,W- 11"51, 4" 12 5" 12,51 3h.0 S.V� S, 6 J6.911 1012'.roA U.51, 1.2pV' 16.01113.3 " 26�Q" 11.4" 12p%" 11,0" 9�2 IOM JZS" 115.0' 1).Z' WIIZIA '501 9. 11. 51, ,, 5 . 12', 1J 0, JQ S,r 12.1 � Izy': 16.0'. s�l 7?Ow. SP, EN5HO 31 ,,11 41 .00. Qi's"Mc 48 * *= 11 ,a 16,0" 8.61, 12's' JS.,Pr 5.2-. 4r5l. _�KZ5L -S, w T.." ia's" Ia,-, ce 4A" 6.as., L2_41" 4.S" 4a-P T��F' 15.4" 1.11, 6,25" 12.3" 4, 4.0" 6.25" 12�3" 4.7" 4.0" 1 �1 1.� 4.16 - G15' Ia V 1,1" kf]" G" 12-3-1 4. ?" 4,13'. 6"511 Ia 3�1 NI,S, 2-3p Ix, A ANCHOR NOTES: I. iNCHORSCHEDULE APPLIES TOALL PRODUCTS =TIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY, a ENTERANCHOR SCHEDULE BASEDON PANEL FA57ENES SPACING, THE EXISTING STRUCTURE MATERIAL, &ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN M EQUAL TO NEGATIVE DESIGN CONNECTION TYPE BASED ON APPROP R tDENTTFICA71ON OF GO 3. "PANEL tNE ARE f'F�TRAC1K,57UD0EOANGLE,STC) 35E5.23"O.0 PANELFASTIENE. A "-AND 'U'-HEADERS (INCLUDING 5UTUDOUT CONDITIONS) 4 NCHOP.S SHALL BE 1145TALLEDIN ACCORDANCE WITH M�AUFACTURERS'P.ECOMMENCIATTE)N& 5� HOLLOW BLOCK HOST STRUC7VRE5f-AU_ CONFORM TO A5rTM C90 5L.QCK, 51 MulnmQm EMBEDMENT SHALL BE AS*67ED IN ANCH09 SCHEDULE, 7 MINIMUM EM �o a, CON NO OR5 OTE H IN SHA L BE EM E, DED TO U �CRA CR - ON %WHERE EXISTTNG STRUCTUPE IS WOOD FRA MG, EXISTING CONDITIONS MAY VARY. FIELD V Riff THAT FASTENERS ARE INTOADEQ0ATt WOOD FRAMING MEMBERS, NOT PLYWOQD� FASTENING TO PLZO0,D,1F ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, to ER_ STUD FRAMING, FASTENER SHALL BE LOCATED IN NCHOR5 FASTEN TO NARROW FACE OF . CENTER OF NOMINAL 2" X 4' (MIN.) WOOD STUD EDGE DISTANCE IS ACCEPTABLE FOP, WOOD E FRAMING). WOOD S7UD SHALL BE "SOUTHERN PI E` G=O 55 ORGREATER DENSITY, LAC SCREW SHALL HAVE PHILLIPS PANHEAD OR HEX HEAD 11 REMOVABLE ANCHORS ARE. DEWALT PANELMATF, AILL-POINT75 SOLID-SEr SL BRA55 Sd5HMG L2 MACHINESCREWS SHALL HAVE Ira- MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE E74ER A PAN HEAD, TRUSS HEAD, CIR WAFER HEAD CSIDEWALK BCLT) 0 ALO 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STIJCCO OR OTHER WALL FINISHES. 14 DESIGNATE-- ANCHOR CONDETIONS WHICH ARE NOT ACCEPTABLE USES. IS DIRECT MOUNTING CONDITION-- LS LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WrrH THE ANCHOR SCHEDULE" LISTED ON THIS SHEET rq H>1 U z A 0 9 C_ -00 > 0 (D I- CL CL 0 _0 0 Ili- CY) 0- Q) 0 0 CIO 0 2 C) co = 0 .0 -1--o M LL %+- 0 CIO > Ln C/) -a E (1) 40 0 cla -0 U102 _00a U) 0�. Z Z W MJ C/) C/) 0 0 C- -0 CL 0 M W Z _J SHEET NO. SH 1.5. I I I - I _171 I I IiI, .I�I T I f- - 11 1 __l F I I - -