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HomeMy WebLinkAbout6362 Back Forty LpV111 11.. li U I I I I I I , I I I I III I I I I I I I _ 1, 1 1 1 111 WIWI 111, 11 4 , 11, .111!1,14 i'-p , p rl'i ffill ir, I I IF I I, 'I, 11111M 1 11111 ill Illu Pi.l r 4 INDEX OF DRAW DESCRIPTION SHEET SHEET No, r. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS ELECTRICAL PLAN 3 4 ROOF PLAN 5 FOUNDATION PLAN 6 1 FIRST FRAMING PLAN 'T� 6.2 7 SECOND ROOF FRAMING PLAN LINTEL PLAN AND DETAILS ABBREVIATIONS T SN STRUCTURAL NOTES ABorA.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air SN1 DETAILS ABV or Abv. Above FLR or Fir. Floor RAD or Red. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill S3 DETAILS ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed S4 DETAILS AFF orA.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle I AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator 'T 55 DETAILS ALT or ALT. Alternate FIRT Front REINF Reinforcing I SIS DETAILS BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg, Footing RM or Rm. Room ST STAIR DETAILS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or i Round BLK or BILK. Block GALV or Galv. Galvanized RO or R.O. Rough Opening SS RETROFIT DETAILS BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf D1 SECTIONS & DETAILS 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 D2 SECTIONS & DETAILS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door WIP WATERPROOFING DETAILS BRGorBRG, Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet PA1'0 PRODUCT APPROVAL NUMBERS CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower — — — — — — — — — — — — — — — — — — — — — PA1.1 PRODUCTAPPROVALNUMBERS CIR or Cir, Circle HGT or Hgt. Height SL or S.L. Side Lights -- — — --- I CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications J, J-1 --k-, C �-L— PA1.2 PRODUCTAPPROVALNUMBERS CLG or CIg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir J- Y PA1.3 PRODUCT APPROVAL NUMBERS CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or SY. Square Foot (feet) COFF or Coff, Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall SH1,1 HURRICANE SHUTTER PRODUCT APPROVAL COMP or Comp. CONNorCONN. Compressor Connection K/WALL or K/Wall Kneewall KS or K.S. Knee Space SYP or S.Y.P. TB Southern Yellow Pine Towel Bar - - ------ F11 10 SH 1.2 HURRICANE SHUTTER PRODUCT APPROVAL CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered 17MMEIEDODD SH13 HURRICANE SHUTTER PRODUCT APPROVAL CSMT CT or C.T. Casement Ceramic Tile LAV or Lay. Lavatory LF or L.F. Linear Ft. THIKN or Thik'n, TOB or T.O.B. Thicken Top of Block J El El El El [�] E�] E111 SH1A HURRICANE SHUTTER PRODUCT APPROVAL D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL DB DBL or Dbl, DCF Door Bell Double Cementitious Finish LT Laundry Tub MAS or Mas. MasonryDecorative MAX or Max Maximum TOP or T.O. P. TP TR Top of Plate Toilet Paper Holder Towel Ring E E E] El D E] El I 00 DEC or Dec. DIED or Ded. Decorative Dedicated (outlet) me Medicine Cabinet MFR or Mfr. Manufacturer TRANS WDW or Trans. TYP or Typ, Transom Window Typical F -- - - - -- - - -- . — - - — -- - - - - - -- - - CIA or Dia. Diameter MGT Management (room) LIC 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 i Unless Noted Otherwise DMF Decorative Masonry Finish MIL or M.L. Microlam Vorv. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTI Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V. L, Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owners Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening Worw Washer MEAN ROOF 15 FT. HIGH TYPICAL EA or Ea. Each OPT or Opt. Optional W or wl With FOR SINGLE STORY HOMES ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PIED or Ped. Pedestal WC or WIC or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood MEAN ROOF 30 FT. HIGH TYPICAL EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WOW. HICK Window Header FOR 2 STORY HOMES EXP or Exp. Expansion PIL 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 THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDN or Fdn. Foundation PILT HIT or Pit. Ht. Plate Height W? Water Proof(ing) IS SIGNED AND SEALED OR WHILE FF13 Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) CODE REFERENCES ARE SUMMARIES FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin, Fir, Finished Floor PWDR or Pwd, Powder Room REV. 06.23.22 OF CODE SECTIONS. I I SEE F13CR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 04/25/12 1.0 NEW BASE PLAN 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 06/25/12 2.0 GRADE BEAM FOUNDATION 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, onnissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to pp 08/11/15 3.0 2015 NEW CODE UPDATE 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 FBC 2017 CODE UPDATES & MODEL 03/06/18 4.0 Office at (407) 880-2333 immediately. No backcharges will be UPDATES considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments be in to the terms the REVISED SGD, LANAI & WINDOWS 06/01/18 4.1 will made accordance of AT REAR agreement. Control of Construction Site 06/07/18 4.2 REVISED DINING WINDOW TO 35-5H The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in 12/19/20 5.0 FBC 2020 CODE UPDATE any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and IIr= r X rl 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 m 9M 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 1763 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. CZD 00 T1c=` C, < E 2, E 011 X2. cry > C*14 01111 CN CN CIO CIO 0, E N No 8750 STATE OF 0 R To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition- Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W -3- E 0 28 0 - 04 - �! ;� 0 8,1 iq' 'S -V —, LL 0) RR 'S LL. w I 04 0 0- Lu LL Z0 00 0' in 01) Z W LL W'0 N co Z 0 Q 11 El U W 2— 8 C5 (D < Q- 13 U) Cl) (D E=l low U 0 o -a ,l V) r�-- law E u- CIS E �i. R 0,- 0 E E ITT cnY ru 0 Y Z —J Z W W .J 2 M > LO CC 0 ui cm = CN CL 0 LO CAI0 07 CL 0 4..' 0 U) 4-J 0 U- CY) —1.4 0 CIO co C14 CF) q U-) oo V CY) 0 ro Z E C CIL E 0 J Q 0 -.1 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO, CS _ r L 1 "II'1 _ILI 1 1 1 III 111l Ni 11' 11p"l .. o Imo:ri 0 O. BATH BATHROOM 2 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES TEMP OBSC i 111 00 0 r � ec cc O. BATH ��.Il.wwl ir.r*I I*rr■ I��I i I KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD 0-- 24" TOWEL BAR TOWEL BAR w ON WALL ABOVE TOILET TOWEL BAR TUB OR SHV ON BATHROOM WALL MEDICINE60 CABINET I VALVES®e TOILET > SOAP PAPER I DISH o oz HOLDER b u� LL 4 i>>,> R O M M N TO FIN. FLR. BATHROOMS, SHOWERS AND TUBS 801 x io C7 U DOUBLE RODS SINGLE ROD CLOSETS/LAUNDRY VARIES PER FLR. PLAN TYPICAL HEADER HGT. III i r KITCHEN 42" H UPPER CABINETS��� 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE FINISHED CABINETS gp COUNTER TOP 30" H BASE © tO CABINETS m b 60 00 a- HN r; n a 1 -2" 0 a} 2x FRAMING 112" GYP ? BOARD rl rLR - FIN. LR. x SHELVING ISLAND COUNTER CABINET BLOCKING � ALT��I I I AC PAD I I Il 11 L �� "J U) N d S6 TYP. @ 2-STORY V-41XV- 11 irL" SHAPE CMU COLUMN 64' 10'.4" AC PAD TYP. @ J 2-STORY St 35 SH DINING 8'-8" FLAT CLG. CARPET GREAT RM 8'-8" FLAT CLG. CARPET 4'-4" n �n 1 U) 1/2 WALL N R RAILING PER SPECS - FLOOR G.T. 12"x12" CMU w/ (4) #5 VERTICAL ►]d LANAI 1 8'-8" FLAT CLG. A.F.F. I I I I I 6068 SGD ! -4" 8 4 I „1 -j 3' 6II erri. 10 .., (3) 2x4 #2 SPFI-- STUDS W/ (3) I I ! xl 16d NAILS AT -' 7 A E 0 I I I II 1 1 I 1 I 126168I; I I 1 I 1 BFi I ry ��Ib I I II I I I I I I I 1 I 611 171 81 0 11 1 1 151 161 - J J LL 1 LU 0- r+' FLOOR G.T. r- SHEAR WALL EDGE OF SLAB 2" BEYOND WALL W,H. T-3" 4'-5" 6'-4" Q BUILDER TO PROVIDE AT CLG S4 APPLIANCE PROTECTION S3 H1 WHEN REQUIRED PER FBC LE W/ USP LSTA 8 STRAPS (CENTERED) EACH SIDE -- PLUMBING LINE TO SECOND FLOOR IC �UD -- OF WALL TO FLOOR TRUSS ABOVE @ 16" O.C. 3 S6 t LEI h -- (n GARAGE STORY u_ > 8'-8" FLAT CLG. A.F.F. ENTRY ' w�Q N 8'-8" FLAT CLG -- O - AFF 10 I I I FLOOR G.T. I TYP. @ - SINGLE ---_---- - - I - - - - I STORY � 8"x16" CMU COLUMN I W/ 6"x12" ABOVE I INTERGRATED INTO K HB Ir WALL W/ (2) #5 S4 TYP. @ I _ I VERTICAL GARAGE? --_ co -- ---------�---^----^----- 16 70QVERHEADDOOR--__-^-_-_ 16-0" L 1'-4" 6'-4" 18'-8" N OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 +29.7 / -39.7 +28.3 / -30.8 D) +28.3 / -37.0 E +26.6 / -29.1 +26.6 / -33.5 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 +29.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 i8X25 S.H. 13 20X38 181X37 S.H. 14 20X50 18zX50 S.H. 15 20 X 63 18 � X 62 S.H. 16 20 X 72 18 1 X 71 ; S.H. 1 H2 27 114 X 26 26 X 25 4 S.H. 11-13 27 1/4 X 38' 26 x 37 4 S.H. 1 H4 274' X 501 26 x 50 S.H. 1 H5 27 X 63 26 X 62 1/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 X 25 1/2 S.H. 23 37 4 X 38 36 X 37 3/4 5. H. 24 37 J X 50 s 36 � X 50 S.H. 25 37 a X 63 36 X 62 112 S.H. 26 37JX72 36 X711/2 S.H. DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. 32 54 X 26 52 ' X 25 ' S.H. 33 54X38i 52'X37iq S.H. 34 54 X 50 52 � X 50 S.H. 35 54 X 63 52 1 X 62 S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 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 H$ (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2"' Follow Q/S4. See Plan for 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 R302.5 Dwelling/Garage Opening/Penetration P n Opening and penetrations through walls or ceili arating the dwelling from the garage shall be in accordance ctions R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a roc , y ed for sleeping purposes shall not be permitted. Other c " gs between the garage and residence shall be equipped with M, woad doors not less than 1-3/8" in thickness, solid or honeycGi are steel doors not less than 1-3/8" thick, or 20-minute fire-ratedi doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls Otr 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 ar classl duct board, or other approved material and shall not have openings into the garage. R302,5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab,e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: * From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. * From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. * Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. * Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir, per FBCR G2408.2. Except where 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 TA B U LAT I O N 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) FIRST FLOOR PLAN - ELEV A � a CK >w C-4. =�� � ax� r r; 71 sra C), C4 d Qo N" t. E A' 0 M G�" t3o P 7�0 tole 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 E 4 4 M W) N m 0� (0 P H (/JNo i wa N C , 2 w m 'v yggy, w Iyy� a 3U 5 Z 7; z ib Q J Q 0NtD tti m e �W.r Cl)z w_ C�, M ©U ❑O� x W N M to Q) (D L LL LU U' tO W v) w (U .s 933 33 0 (3 8 a w U s a E 8 o w s g o": Fo 0p 0. an 0 Wz cC='o rp 91 F- az iy, p wz r w u �0 A 3 U W 0 mw Tx aW T� 0 C _ B > 0 0 No L0 Cr Y O m 4-a 0 L0 �-.+ a r, .Q a, r,.. - m N Ln 04 ai ;� (D (j r'�+ N o Z Z� E ( c c CL U J < p J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 11 1 J 1 111111!nIIIY !41 I'll,F YI I YI M, I I 1 11T nMill I I r I I!I.e!."'I }.. III ..I Y'IN T=1N T CONT. HANDRAIL RETURN TO_ �/� WALL DETAIL, A) SCALE: NTS STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/1611 10" TREADS w/ 3/4" NOSING 0 42" KNEE WALL WITH 1x8 CAP & CASING USP MP3 CLIP EA. - - STRINGER TO BEAM/ FLOOR SYSTEM TYP. " 16 CY7� 36" H. CONT. -15 r- GRASPABLE '` 14 RAILING 0 1113 M f 12 I 10 10 42" KNEEI, ` 10� WALL WITH 05- I 9 1x TREAD C.) 1x8 CAP & I �;� f I (TYP.) - o CASING I r j $ STORAGE RAGE 00 T- I r ` 7 UNDER 00 A ,�._., j :-' 6 STAIRS 1x8 CAP & ; 5 2x FRAMED WALL CASING ' ,,%4 1x RISERS 3 (TYP.) r 2 (3) 2x12 2x FRAMED 1 STRINGERS WALL 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 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS - CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/LISP 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 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR 3/4" PLYWOOD EXTERIOR WALLS DECKING FLOOR SYSTEM 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE J S6 TYP. U.N.O. 3'-8" 0H1 11, B D2 J SI 25 SH L 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-011 2x4 SYP #2 16" O.C. SPF #2 9'-Q" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN V-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS Oa 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** r_-_-______ _---- --- 1 OV- A JQ 10 SHOWER to OWNER'S FIBERGLASS SURROUND t p" U ITE DTP I $ -0 FLAT CLG. _ _ _ CARPET 2618 I -LATi CL(. - I -2b688 G.T. TILT �, BF 15'-8" 4-SH R&S WIC 2068 - - "" 8'-0" FLAT CL . 4"" { �- c CARPET i U) 100.( LESS i) I rr L A,4 �2=j 7BEDROOM 00 s� s M3-3- 4 P 8'-0" CARPETLG. 112 WALL OR RAILING PER 1C TECH CENTER 5068 BFi , LA U N -- W. I 0 8'-0" FLAT Cl G: TILE 3'-10" 1 T-11" D. BEDROOM 3 8'-0" FLAT CLG. CARPET *EGRESS 2 SH 25 SH I H 1 9 39 22 9 I D2 D1 D1 I JAMB STUD OVER I H1 ENTRY TO BE I I CONNECTED DOWN I I PER DETAIL6/D2 L_________ E HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 112" FLITCH PLATE H2 (2) - 2X8 92 SYP W/ 1/2" FLITCH PLATE HS (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE M5 (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 H6 (2) - 1 3/4" X 9 1/4" - LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 314" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 112" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 1 TYP. @ )2 CORNERS Y D2Hi EWE SIM. W/ (1) MSTAM36 STRAPS @ BASE TUB/ SHWR TILE TO 7' A.F.F. IN (12 H1 -HANSON BOX @ 36" A.F.F. N -DRYER VENT THRU SIDE WALL -WIRE SHELF @ +54" A.F.F. 1 � J S6 TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE 0 i� OPENING PRESSURES ENCLOSED - EXPOSURE "C" A +29.7 / -32.2 +29.7 / -39.7 +28.3 / -30.8 (b) +28.3 / -37.0 +26.6 / -29.1 +26.6 / -33.5 �EE SN SHEET SEE SN SHEET S 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 � X 25 4 S.H. 13 20X38 182X373 S.H. 14 20X508 181X50 S.H. 15 20X63 181X622 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 1 S.H. 11­13 271/4X388 26x371 S.H. 1 H4 27 J X 50 a 26 x 50 S.H. 1 H5 27 d X 63 26 X 62 1/2 S.H. 1116 2741X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 a X 38 �$ 36 z X 37 3/4 S.H. 24 373 X 50 g 36 � X 50 S.H. 25 37 a X 63 36 � X 62 1/2 S.H. 26 37 J X 72 36 # X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54X26 52JX25J S.H. 33 54 X 38 J 52 � X 37 J S.H. 34 54 X 50 52 Z X 50 S.H. 35 54 X 63 52 � X 62 S.H. 36 54 X 72 5212 X 71 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 '% inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. General Notes R302,5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors, Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min, of 18" above 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 - ELEV A c►a C= N ��x>n ca .ter -1 10 n .r- 0 N 9ipp'r,93oStJprd co r, 25 No l='E78750 ' Ir Ly" To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q�8 �� M p n N � 0 �* LL-, W d [1, M W LL LL d C7 0 _ a 0 o wI K rr 'ry (D m W Q M W roar d m z IL0 Lo N Z Q U S N m U m 1- LIM, dd ❑C7❑ W 4 0 V (M�} - 0- 7 13 WL/I -- . N m LL (D Q) , LL U w M E. V) U 8 N i. < °0 8 EoN O }- E ^� -U n ¢ 2U 00 U O �U p a Uq IS d C O k 0 1x gn a �w M tl Iyl u o qa a H U 7 6 Q Lo 01 c� N 8 Liz CV 0 m o L.f7 � M O � M C7 m N LO �-" o`o r`�. C!7 M 0 z ca E N v = E0 U , 4? co d 6 1 c -mot JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 1.2 12 4.01 RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS ---------------- iJ N o CJ / WEEP SCORED �❑ STUCCO 00. (V r h 0 N 4�� i 12 15,0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS M. TEXTURED is CE IOUS FINISHISH ON ON ( r_ CMU (TYP) FIN FLR , FRU"NT,ELEVATION - A 9'-0" RIDGE VENT 12 — 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME CJ 25-SH CJ 12 � 14.0 ------------------------------------------------------•----------------------------------------- —---------- CJ/WEEP --- _--- �� —_ TEXTURED CEMENTITIOUS FINISH ON CMU (TP) 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. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" Q.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 shell 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 eh cv 00 o I� 4 CL, Q LAA r • 47 . l-3 sx cCl>v c+ cv eeaaaau:3t�+ao,r a -, Jr�A Lip Iti;tC � • • O� �.�� .. *. c�: •' t� is , N _ �'�f�i - No Pf"T 70 : ` • A. ST�'E OF r, A - �,J ee°�pa, To the best of the Engineer's knowledge, information and belief, the structural plans and specifleations contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 E c0 7J O' Ni iA ti r'. V w 04 ni v iL w LL d C7 z �aw o Z = co CS o � o a IX Q W rn�a' C) z z LL &L 00 d N M Z 1 � Z o Cl C7 ❑ W 0 2 cMv co < LL an M LL CNN Q 10 v7 w ca "= O ____ w d V) , 0y N r.a, � r N O/ a I� o � Z tom. cr o E © U '� o° Zg CIO no O 8 >iU <0 o U Qi C/> C 3 �° gz o o 05 a� Vm o c, z > Lo m CO N CL LO g cV t]— rCr m a—+ O co O m M (0 G j o z E E N ca U a. d d _J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2.1 OP iio 60 TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 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 12 MANUFACTURER. 15.0 FIBEREGLASS SHINLGE INSTALLED **ELECTRICAL SPECIFICATION NOTES** OFF RIDGE VENTI a -I� AS PER MANUFACTURER ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE SPECIFICATIONS TO BE USED. LIGHT FIXTURES SHOWN ARE FOR I a:: 1 l _T I i..-I "— LOCATION PURPOSES. � I111111 IT�*Illf/l��i — —_—_----.-------._---- 35-SH A-1-------------------------- ----I 60685CD REAR ELEVATION - A SCALE: 1/4" = V-0" 9'-0" RIDGE VENT 12 15.0 12 D 4.01 CJ CJ -...... - - --------------- -----_ CJ T.O.M. _ _ — ------------_.------ CJ/WEEP FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS FINFLR —_— �_ __------------------------------------------1_ TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) EXTERIOR PLASTER ON FRAME 12 14.0 RIGHT ELEVATION - A SCALE: 1/4" = V-0" Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861, R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, piaster 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 ID226 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 properjoint 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 era cy 0 cl�i 00 cm CL a C L__ 9 1ST r� iV T co La - cm Pam: S1 E CY S1 c ; d"'. 2 ti c� car ca N 1 co 0 No i STATE OF yr i,�J''rtr aaa/opt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. t» E 5 N t� p J j�' w w Q y J o. L �LLLL fl CD CLL J Z 0S Z NCrn p K L Q W J Q og�' d z W Z 6 `0 M Z v 0co N O U ULJ❑ Z W g z 8 dill W— N t+Y z a)— � o tL a--J w m O u,J g ,(,I^I v J N (:y � u.J Io L N I� 0 U_ a g N ow E °0 0 Z t = eZ fag !/� C C b r ~� Z Z m N h8 F �Z rJ 8 az CIO W mZ T3 0 a_ ,o c O j U O m m c7 ca N o LO Q Cr 0 N �- m o LO oLL CO L) 00 O .� ca 00 0 L0 T Q i E c oo M 0 Z = N E y B cc cc C d U JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2.2 Z ) .r.r ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BL USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12, Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET Felwkp. G.F.L GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I 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 FO HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION © ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) j-�- TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & 160" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL _mw-j DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T OPT. CEILING FAN w (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER ,/ •^'"'� #14 to lights & outlets NEMA 1 10 #12 to appliances and GPI { 0 AMP/ 200 AMP 01 #10 to WH 10 #8 to Range -T MAIN 0 200 amp 150 amp UNDERGROUND IDIs SERVICE BY POWER CO.'- ,- ,,. INTERSYSTEM BONDING TERMINATION PER XITI 200=4/0 in 2" Conduit 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. �I ALT 11 I I AC PAD I� �I �= ==WP OPT. AC PAD DISC. WID GFI ' I GIFI I / Ak I I I DINING 1 FIT LI; Hl AS PER - 5'-0"o / SPECS it ! i I LIGHT AS PER SPECS ! _ PENDANT LIGHT PER - SPECS I j II ' GFI- I GREAT R M 11�.�= ©1 12 -© ROUGH -IN U.C. OUTLET FOR OPT. I III i- t FAN/LIGHT l/ SWITCH FOR FI I o � IQ I- _ OPT. CLG. DISPOSAL FAN/ 1 LIGHT PRE -WIRE II GFI ' C.M ». t I ,µ, 6 I CH ! I IC A Q D --I I I I I I II I I' IWI I I I I I I 410� I I I I I II I I I I I 1 J _ U.C. OUTLET SWITCH FOR DISPOSAL DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN_ SCALE: Y4'=1'-0" y�II�DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS OWNER BEDROOM OPT. CLG. FAN/ LIGHT PRE -WIRE ` l �I OPT. CLG. FAN/ LIGHT PRE -WIRE '% 6/ BEDROOM 4 s.o. _I IC U Y; GFI 144" ` \ -- A.F.F. 1 W,H. H \ IW- s _ I LU +� OCr ZW ads U Q I� GARAGE DB WP - LIGHT AS w I I GFI PER SPECS UJI W GARAG E,� W • - I I I r I I 1 GARAGE — DOOR ENTRY == I GFI ,- --------------------------------, 10 _ -- _ _.....-.. _ — IRRIGATION GFI I @ 44" A.F.F. I I ' I � -------------------�---------------- _---__-----COARCHT-fGRTS---------- OR PREWIRE AS -• , PER SPECS ..-~ R/A OPT, CLG. FAN/ LIGHT PRE -WIRE BEDROOM 2 11 ----------------� I I I I I I I I I I I I I I I I I tit X WIC 601illum W Lj 12 I OPT, CLG. FAN/ LIGHT PRE -WIRE BEDROOM 3 I I I I I I I I I l I I I I I I L---------r-----------------------------------J III 3" VTR 1.5" VTR I ` I I I I I I I � I I `III 3" VTR I— I RECEPT. FOR ALARM SYSTEM PROVIDE PHONE /CABLE PLUMBING AND OUTLET AT TECH RISER CENTER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER GFI @ 44" A.F.F. ELECTRICAL PLAN - ELEV A SCALE: Y4"=1'-0" rap C'9 " w 'n w a .� CL C" � ts� t•:.9 �.I r low M cv ca cv 00 Nr,';3i) :u • _ ''" ,/ e,I,-��. 'l�yo To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 h t� QE �N m8 q S _ o aLOIVNLLw W (IjM 0v a a C13 Mu-u. a O _ L o � o �' '� _ CV c0 0] 4 {W{I O�M;; (1) FJ- $ F- Z IL N Lu N Z O H � OU ❑©❑ W �r 2- V'n <c CU �^ s �- w C. U w 8Juft (Ct�� ,R (.1.J f --• l�D J � L K ice, , a Eo y5 Z W W ra �a g df N� s CD m CU c� Co LO N O Li.Ina0' VJ JCN O L .�. O � co N o (CY)�, c3 r �--- E M 00 Z co E N E `m E C JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 3 Uj CL A, (N 7 4:12 SLOPE 4:1272 SLOPE LU P. WWW om" W"A d 5:12 SLOPE 4 - 4'-0" OFF RIDGE VENT H 49 5:12 SLOPE, _W ZONE-3 ATTIC SPACE 1071 SQ. FT. LU CL 0 U) Li 0 5:12 SLOPE Cn N In L ZONE-1 ATTIC SPACE 97 SQ. FT. ZONE-2 ATTIC SPACE 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req,) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ, IN. of of vented IN. of of ventilation to SQ. IN. of SQ, IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 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 147 614 37 257 273'0 (Zone 3) 135.0 IWO **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS As REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 1 11 ROOF PLAN - ELEV A SCALE: Y4"=V-0" C2 0.1, C. PE73750 • '51 ST �E OF To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E ch 8 CD 1� N CD cc'o' rZ ZR e g U; Z' Z W M � � Ul < W Cj Z '0 C'j LO IL C"I 00 z figW 0) o <C CD MW 0 LU 4"-11 0 � Ln 7D E ra L9 gryU 0 113 z E C, ro 9 0, ca E cab a5' 0 t .0 C/D M W m A cl� C) (D > 0 0) 0 (D L_ r**- CO C\j C-14 cL LO < 0 Cr 0 N 0 M 4_j 0 LO +_j ILL U Ce) 0 (3r) 04 0 U") C14 C0 E -2:, Co M 0 z z rii E w M E () _j < 0 1 3 JOB NO: 23-02469 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 LL U1 CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" . Via';"'' • C{ ` �- #5 CONTINUOUS r la Ke . '•+ "r. REINF. SEE FND. FOR ., r QUANTITY �•Y I #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate. The reinf. bars shall be cont. around corner by cold rr' . a r . r�ry rr. r rr . r•vr: bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" i Ir --- i i II ALT II I.IIACPAD 11 �"II 11 C+) in 9 v J ,-fin I TYP. 2 STORY TOP OF CONCJ PAVER TO BE 4" BELOW FIN. FLR. °P L i� S3 z TYP. t@ ENTRY �o U- N z >- C h- a bT-0"x5'-0"x1'-0"- u- '- �0 W/ #5 @ 8" O.C. E.W. 25'-0" 13'-4„ 10,41 1,*4„ 7"-4" ,1'-4" W0(3) #50„ E. W 07,� I I � I / I W/0(3) #5's E. W 0„ TYP. Mid 4'-8„ 5'-2" T-10" 11'-4" � �- 6"-8„ 1, 4,,I 2,40 AC PAD j M I S3 � 11 I all ;v U a NJ a 11 I p TYP. t@ PROVIDE 1-1/2" RECESS I III HVAC CHASE 2 STORY S6 ON FOR SGD DOOR. REFE I111 BOCADION TO MASON'S SCOPELT j I11 I FOR WIDTH I 11 I 111 � I 11 INDICATES FILLED CELL I 1 1 W/3000 PSI CONC. GROUT I r I 1111 FROM FTR. TO BEAM j 11 W/ 1#6 REBAR VERT. _ _ C.J. l 11 ABOVE SLAB. TYPICAL _ 1111 cx ALL PLACES SHOWN I I I (HOOKED FTG. DOWELS 17" I )EMBEDMENT W/ 25" I III I I I(XT. ABOVE SLAB "GRADE 40 STEEL" I I Ij j I • I 11 ICI c>_ r � 11 IInO a w I j 3)/,'" MIN'14000 PSI CONC. SLAB ICI FOR HERNANDO COUNTY ONLY I I I 13%" MIN. �y 00 PSI CONC. SLAB OVER I i I `O I 16 MIL VISQUEEN VAPOR BARRIER C.J._ ■ • � -1111 15'-4'" 5'-3" _ 2 -5" 1 2' 0" I 11 r uj 1 0'-0" ELEV. _ _ _PT F, IN CONC= . SLAB L ------ I 11 I o • I 11 -- *-0"x3'-0"x1'-0" 111 W/ (4) #5 E.W. 1 1 14'-5" 2'-0"x2'-0"x1'-0" 10'-7 1/2" W/ (3) #5 E.W. I ch ------- _--._.----------_.� I - r • 4„ STEP 3 1 /2". I �`— $�-DOWN C I t�j1 °° I 6' 4„ I „ MIN. S3 1 cs J TYP. t@ 2 STORY PLUMBING LINE TO SECOND FLOOR _ cr 1Y I 0 I K o 31,4 ■ • • • BUILDER TO PROVID APPLIANCE PROTECTIO RECESS FOR FRT. OR I o I WHEN REQUIRED PER FBO I PROVIDE 1/2" x 91/2' j 9'-4' 9'-4" I • I -4" C.J. I • _..�r_.. _ � _�. _ �._ ... Uj • l' I 04 I 1 2'-6"x2'-6"x1'-0' I I TYP. @ z 6'-4" I W/ (3) #5 E.W. SINGLE ,— i STORY r-11 (2) # VERTICALS i , ■ I W/IN FILLED CELL I ■ AI I I S3 J I S I S3 HB L 9 ■ ■ 25'-0" 0 EO 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 z 0 h � O r FOUNDATION PLAN - ELEV A SCALE: X"=l'-0" a sr.af CL �• �, , CIA JIM -' MP w' Cc a N 00 No TA'[ E OF '14i - 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 - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N E cm M S 4 _ I © CD ,n W u- tlJ rn r- Z 42 U. w fA IN o_ LU Q o s Ur` JW 555 i� Z Z ,r W 9 r1 0 I W �_ z Z ,4r"ai N 2 v s � IL M iq cn � N M U N C1©© Z . W 0 " --- N � M 4 I-8 (D () D(/),," O In 1- `5 05 w � L m t uaS Q 9 d Y qy o q 0 �' 7 C> c> E ri d o 2 Z rSo y Y 0) r S� �Q P. a o C)Lo Z t0 0 m 0 L M rA' 41 LL 00 V x co C) � 6 �``►, Cr) z E B c 0 ai (LC± J [] J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO, 5 i �. 11 1 .. II.. 66. i.11 _9I!- IJ S.�IIVWI I_ilI. I. ..P.:1�1. J MA-11110614IM1091 J TYP. U.NO. 00 J U_ �J @ 24" O.C. MIN, (2) STRAPS 2x BLOCKING n (2) FL5 2 D2 S5 SIM. @ CONNECTIONS CJ2G 2 D2 CJ4G II R II II II II II II II II Mrs r- . OF WALL TO FLOOR ::• • FL9 A TYP, U.N.O. I; 22 �I11■I�I�I�I A TYP. @ -2 SINGLE STORY _(p > TYP. @ %--'J LOW ROOF (D AYP, X.N.O. 00 U_ TYP. @ CORNERS D2 J S6 I n"• TYP. U,NO• 2) A 1 S5 SIM. cx CONNECTIONS R' t ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND j"'� CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT: 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108A MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SQ FEET) (-) VALUE DENOTES SUCTION a AREA ROOF 1 2e 2n 2r 1 3 3e 3r a=oft HIP -35.94 -49.57 -49.57 -49.57 10 GABLE 38.22 38.22 60.99 60.99 60.99 78.58 Y _/> r 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.G. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: r� SHINGLE: Y/6' EXP. 1 C2Y,6) orIY32" EXP. 1 (33/16) TILE: f%32" EXP. 1 (33`116) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Ya" x 0.113") NAILS µ _ r 3r _ 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IV32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x. 120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 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 r' EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x _x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/ ZllZ(2) 2x6 BLOCKING UNDER — FLOOR G.T RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION BUMP OUT 39 SCALE: 3/4"=V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1 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 1 112" 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 - 1Ud x 1 1/2" RT16A 1020 1160 9. 10d x 1 1/2% 8-1Ud H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. 126 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 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 "* 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. _ T (2) LGT3 6570-M 6960-F 4730-M 6010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -1 Ud x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F W/ (32) 160 SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F W/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8 - 10d SP2 1010 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 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 RECI 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 192' OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") "FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("*). INTERSECTING POINT TO BE FASTENED WITH 2.16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FA$7ENING SCHEDULE AS bEFINEb FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION, NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW, TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER I SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A. SCALE: Y4'=1'-0" C r 1 [-..g �a ., Ac" r..s • � nns � ca eu c: v cx. cli 0 01 STATE OF ''"per w h S, �;1e°�+ 1 I i r%�,"° ��.•'' J6�6d'®p+amaaa�a�+a�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E S� N 0)`�o���� a r to M q) w w 2coQv w ° a ) Ej I� ,J W tL X Cq Lr- �n $V m c rn b m.- OR° W W O�~U7 m J m OTC' LL w N d F 0W M r o<❑1 (,D M o � S n�/+ t ✓ O "- a-+ C) I U ME Owo Ln N Ljj o 8 Q N I� Cl> o �� �. z w ro � N c G `% O w� I—ca E ao �� & c o0 o0 N h ao z �w Y 15 w 0U 0 �Ia a z a � � � m T 0 �ry r LO _ d Cr $ U) CV "' o LC7 oILL r` CIO L M C) pQ N LLO r 0 a� (0 M o E CV a E U J n JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 6.1 I------------------- 7 I I I I I I �I I y u) c s U U y`o G U U U TYP. I U.N.O. I I I I I I I L------------------------------------� ) (2) O TYP. @ HIP CORNERS ENGINEERED CLADDING WIND PRESSURES AND OSUUC SUCTIONS DESIGN MOEANBROOFOHEIGHT :5 5 ftND RS H BIND SPEED (ULTIMATE) 140.0 MPH MIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 70 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" Q.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 el/16) or1V32" EXP. 1 (3�/16) TILE: 16%2' EXP. 1 ey16) 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 toil_" x 0.131 ") NAILS OR ASTM Fi667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" Q.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 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 RFUS 7100 --- w/ (12) WS3 WOOD WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 1 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 1 5/8" DIA. BOLTS _ TDX2-TZ 3295 --- 2 - 5/8" DIA, BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" 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 Y 2035/3400 -- 20 16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAMEJ — 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 wl (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ ) 16D SINKERS& (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1 1010 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 555 1 12-10d x 1 1/2" HHCP2 680 570 1 (20)1 Od 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 I, ) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6.0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. R 2 Ply CARRIER— f x CONT LEDGER = _= % 13rLa- Cj - 80Qs Cl'13 C: 1! -C cc 9 0 0 L L ) LU Z� 0 0 W Cl) z 0 IR a LU tffil gorX CN CD C,4 CV) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV — A e� Jt: GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4, U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8, Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. if. 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 vertical (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . rj afe vertical load Safe horizontal load _ 0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS C I�1 ■ r ■ r 8F44 1 B/1T8F40 1 B/1T 8RF40.0B/1T 8F32113/1T FORM & GROUT SOLID r U O 8F2#5 BAR CONT. /\J1 �/\-�1B/1 T `J V LINTEL DETAIL SCALE = NS.S. On -Kamm - - an E a F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY D 8 F 16- E3/ 1 T 4 tNOMINAI, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS c1 i"' precast 11 tels = 3500 psi. 2. f c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 pal. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR MIN. RE AT TOP (1) REQ'D ALTERNATE POWERS CLEAR STEEL LINTEL ° 4 4 4 4 No C.M.U. #5 REBAR AT TOP 4O ° GROUT MIN. (1) REQ'D J = 1.1/2" CLEAR C ° 4 a a ° 5 REBAR AT L c~n w O BOTTOM OF Vi z LINTEL CAVITY U m o OTTOM REINFORCING PROVIDED IN LINTEL a ux, Q Q a t7 ¢ a So _ 5 REBAR AT BOTTO 7-5/8"ACTUAL 'NOMINAL WIDTH (VARIES) qq ui rL L AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND Is APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINIEL eLANN S: 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 4'-6" LL 4'-6" LL E 9'-0" LL 8'-8" LL (�) MIN. 17'-4" LL 'LL 3'-8" LL LINTEL PLAN - ELEV A SCALE: %4'=1'-0" a•'7 c'1 '; .. tie. C=W > ^� Ck- M ._ aW 03 a) ccu ti� `E rQ �U a. N 00 " fAeJJ O s G7I' I�lt� F'87Z5 S T ATE- OF :lulu 10� PJ JJ �AJGYrY3rtlu � ie��® To the beat of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fA Ol S N `� SUUJ W W) Ir y C n (Npp 4 C�� as 4� 0. W J V W 0. C113iZ JJ� .p ' Q %IL _ O � o co m d J� N J C�3ta,rn d z •� 00 N O Q UJ N M Z H U to OU ❑[]❑ Z W C_0 w N a, d V) 0 o .9 v� w _ co 0 w Jum V) C ° ') r-- E C) c: < r� z M Q O N (Jo r.... Uq 00 Q E ro a? It L �2 w o afu o w, a w s W � aid i35 > L6 C? co Co CO CNI =) N o LO 0 cv �- m � OLJ_ r_• ©) (`Y) t... " M d Ali .r... E Imo. OCR M Z Z E m a U °� Q p c _J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 7 3 Cal w I to r� FID i 0 0 Q LO C'4 O J N Q c Q N i I� `0 m 0 U 0 c C-) .m 0 p a� t N 4 0 4 a� 0 w d v� 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 O 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 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR, 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1, CONSTRUCTION: 1. 1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2. 1. 4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2,1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.'5. DEFLECTIONS: 2, 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4,1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS, 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD, 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8, DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2" 1 Y2" )/4„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT- +/- 0.18 ENCLOSED BLDG - ) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WAIF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: STEM WALLS. 5B + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS = 140 MPH) MINIMUM. (V 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF T 4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.C. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS, FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4, IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER OF THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF T A IN THE'D 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 718" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703,7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: „ „ 1 „ �� 1 �, FASTENING SHOULD BE TYPE W 1Y DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE 8 Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL IN A8siWiTH G90 NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING ACCORDANCE WIDTH ASTM M 525-7 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0,162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TOLLFAST INSTALLATION, OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6, ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4. 5. 7. CONCRETE EMBEDDED'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 ALL HEADERS BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4. 6, MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4, 7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler systems includin all risers and p g „ spray heads shall not be installed within 1- f the building side wall. p y O o u g 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318,1,2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7, FBC-R R318,1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpowr and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. an. Q_ w �r N N 0 )t� C=) E 78 `50 ✓,a ' o A .'•. �.. �•. w N , lJ R,{; ✓° /0:.IA�ti �b AF�APi'C"s:9'�2� 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 - Residentlal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, • � Kr E Q M $ N I10 0 LL LL 6) h LL W 0 . Mv W °_ a 1L a � Z u z � o L m 20 `°Ncfl a W W Q gr�- Co d L �Z JAW LL N M Z 0 O F a 6 6 00❑ Z W 0 z N z z V) m z (� w Q QN t �Q Q N S1 a CIO � ffi T M < Q EO o� o E DU K C t dG � I -0 ru 4 0 Y LL o� �o W it i m � z aLL - =� � ^T OIK �U c CD A T E > LO rn Ca C7 � N INC) .-. 0 J N ch N W In 0 LO �..� O coM _c CN LO T_ N I- E c CY) if C� z m Z 0 E N v ro _ a E U Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SIN I I I Ill., h .L 1III 1.1; I 1 i i i I i l L, It. :�: 1� I: II i .::-MAIN ALAI; I ildl.ii Atli, C.,i L,11 ! r:;C-6 [;: it"i'A.GiIL III I I I 1 I I i I I r I THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING DOUBLE JOIST CONS (Not required if both lot Filler 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAx1-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION N.T.S. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0° TANK -LESS W/H CORNER OF L HOME H C G GARAGE SIDE O O O 5'-0" = STUB -OUT FOR 1 r_0�� o o O LO GAS METER 0 ' O N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'4' (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 1514" (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 Series Thickness Filler Block Thickness 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x P 1-1 /8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x ` + 5/8" or 3/4" wood panel 1-1/8" or two 112" 6500s 1,8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x lumber Double 2 x v lumber 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 consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Isa 3" /1 nr11 nails at R" n r. :r_ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK F BOND BEAM 4 SIMPSON MGT 'I w/(22)10d r, w _ -- NAILS TYP. GIRDER TRUSS j STD. 90° CONT. #5 BCON AR T. #5 I HOOK BAR 2X TOP PLATE #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 F' 7 CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D _ ��PLYWOOD FLOOR SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR F 1 INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below, STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. } Small gap „ 2" max. 4 max. Web Stiffener_ Fastener Schedule ---- Joist BearingLocation _ Series Depth End Intermediate — A 1/2" 2-8d 2-8d BCI 5000sP 11-7/8" 2-8d 3-8d-___.__ 1_0 2-8d 5-8d Clinch nails - 9-1/2" 2-8d 2-8d when BCI 6000s .11.-7/8" 2-8d 3-8d possible BCI6500s® 14" 2-8d 5-Sd 16" 2-8d 6-8d 11-7/8" 2-8d 3-8d BCI60se 14" 2-8d 5-8d Tight fit ._ 16" 2-8d 6-8d 2x4/PI wood/OSB web stiffener 2" min. ® 11-Z[8'_ 3 1.6d 3-16d__._ y BCI 14" 5-16d 5-16d required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls ; for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over / — blocking and wall or beam below.* Use 10dx3" nails at 6"o,c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6 A 1Y" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. �,�k. 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 %2" 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. FWhen joists meet over wall, provide 1 3/4" minimum bearing for each. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S A Backer block (12" wide min.) Nail with 10-10d nails. '�,,Install tight to,top flange, Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block — "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o / depth I —JOISTS BUCKETS N.T.S. 5/8" 0 THRU BOLT I.0 SIMPSC w/ (22) NAILS T 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 SLEEVE THRU STEM—' ° ' a . SEE PLAN FOR '• a , • • FOUNDATION INFO d STEM FOUNDATION GRADE REINF. SEE PLAN d n IT 4 L-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. 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 %2" 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. FWhen joists meet over wall, provide 1 3/4" minimum bearing for each. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S A Backer block (12" wide min.) Nail with 10-10d nails. '�,,Install tight to,top flange, Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block — "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o / depth I —JOISTS BUCKETS N.T.S. 5/8" 0 THRU BOLT I.0 SIMPSC w/ (22) NAILS T 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 SLEEVE THRU STEM—' ° ' a . SEE PLAN FOR '• a , • • FOUNDATION INFO d STEM FOUNDATION GRADE REINF. SEE PLAN d n IT 4 L-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 ° ° ° (WHEN SIMPSON H10A 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 PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION 4 PVC OR SCH40 SLEEVE PLUMBING LINE co � d SEE FND, PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4 ° 4 T-� PVC OR SCH40 SLEEVE PLUMBING LINE dQ °/ da G a 4 SEE FND. PLN. SIZE & REINF. 00 r: OG Cn WJ a per= ' v IIa .x N d fS« U co N =, M a 11 U 0 M O c.t 0 65 t1U L' ,` 0 CIE STAT17 OF 1011, •. .. .0. .• r��� "a�l�JF2S48`+4�,� To the best of the Engineer's knowledge, Information and bell ef, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to h 8 S N N fV � p � to y � .J J qk LL LL rn Cn N V a 0. W 2: WLLLL a Y 00 Zo r_ o n _ on J Q m W rn Q Z_ tL �, & 0 3 cv o 0 ElI ❑ x w (D m V Z6 _ � � N v7 CD � CD o 0 LU 04 fis "�- U U � c �o • Q N �� z< M z3 W z t P y u ro E w0 « <" E O �� 0 ?® F° ro O Wo U E P¢ U z P° 0 � C, M ca' CYs o z z m N y� t;- 'aw M2 -3 P co LL �W W J M F w A U i zl Ka U s GO 0 = Q m c� CO N a LO _ Cr 8 ate., (f) 0 N Coo L0 C'7 U CO O pp NV - LO r— < � T' E c (0 M z° M z E N a E c U q ° JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. SN 1 A ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR j PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. e1 TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 f METAL PL, UNDER EA, TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER e c SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM a . = I IT T_ a. -�" �- `� - T T D7158-CLASS G or H, or ASTM D3161-CLASS F, IN '=fII —III—I I —I -1-=1 I M I d ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING �'TTiI I I I I I II CODE 7TH EDITION (2020) 8- I l i II 1 4 I I I I ICI I RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR %1 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 � °- NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE 'E a � S r � \ A � D I _z � co� _ _ � M t. 00 6 MIL VAPOR BARRIER C �r 4 D • I= r COMP. SOIL. A (COMPACTED TO 95% I MODIFIED PROCTOR 7- �� ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT._/ CHAIRS TYP. O "-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" 1 "-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14, O.H.D. RECESS PAVERS a ra . 4" 'i ao +y: • T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 18" (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 i GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH '-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8°OR 1/2" HIGH STRENGTH ---� 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS, CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.Q. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7116" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" Q.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2" 0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A F. F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @24"0C) 2" x6W1.4xW1.4 ATTACHMENTS 2" 6x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH ELEV. 4-3 1/2" 31/2"MIN, 31/2" MIN. 3 :�]A.F.F. O A ]� _MrF 1/2"(min.)- 4" - p p • -III-�,= 1/2"(min.)- 4- 00 7711 1­00 4�- 31/2"(min. -4" I- _ a • =I1 31/2"(min.) 4" �[_ -� = T- (2) #5 CONT. -"I rrr mr r[T� ��rrrr Im� 4" 1' 4" 8" (2) #5 CONT, 4-4 8 U.N.O. MIN. U.N.Q. TYPICAL BEARING WALL STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 COr' 0 ��00 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs'_�\Ep NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C ,o �N����a LOAD BEARING OR @ INSULATION PER FBC AND ENERGY/ co � p 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION SEE SECTION C/S3 FOR 10'-0" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ,� #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION 1/2 GYP. WB (MIN.) @GARAGE SEE CC/S3 OR c„ LAYERS W/ TOTAL THICKNESS 7/8" OVER " G/S3 FOR ANCHOR „o ",, " "' „ METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. PL x 10 J BOLT @ 24 0/C W/ 2 X 3/16 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"x6" "J" BOLTS BOLT 10d NAILS (IF NO UP LIFT ON PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT 24 " @ 24" O.C. VERT. OR @ WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1,4 x W1.4 WWF OR 3500#, MIN. TENSION 2600#) ¢ SPACED EVENLY 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR FIBERMESH BAR ¢ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N w/ (10)10d NAILS N 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE WWF OR FIBERMESH TYP. T PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 o a a i F t, GRADE 40 MIN. F- 40ksi i GRADE 'o = - D z #3 & #4 LAP SPLICE v- z _ FINISH GRADE «' [GRADE 60 MIN. Fy 60ksi] MONO OR STEMWALL — — -0 P 25" MIN. LAP [30"MIN. LAP] g — — I FOOTING MONO SHOWN - a op w r_ I-� ° n _ FOR CLARITY 6 MIL VAPOR BARRIER j i� A. -1112 p_" -1 R 1 7/8" ' l l- � z J1D r1[�]�I �i � AP #5 REINFORCING BAR ��- I �M T_ , °�LLI� #5 L SPLICE �j - NOTE: e A CV D *FOR BEARING WALL .— COMP. SOIL. (COMPACTED TO W. UPLIFT ONLY 95% MODIFIED PROCTOR ASTM _ fi ii I D1557) RE �=n 4„ 11-4" FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL 53 SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 d 'v GRADE — _ — _ _ . •q, rr� III 1 I II I I #5 REBAR w/ OPT. -III-III- III- : I I=1 I - I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E CV ' Cl) _ b � !!1—� - ;. - I oo '-. III I • �� •,• ' • : � � -�— T SEE A/S3 OR J/S6 _II IL` I I�i r II I II It FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALM INTERIOR ° � a 31 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 E - d . . 1 - m= M 6 MIL VAPOR �- BARRIER Q -2X STUDS @ 24" O.C. U.N.O. GARAGE �-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT, BEAD SEALANT E� j 6x6W1.4xW1.4 N ' I `WWF OR FIBERMESH, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 (2) #5 " ' " CUNT. - T 36MIN. LAP [36MIN. LAP] ON 3CHAIRS �-, L8" 1 1_4„ 8.. 10" #6 REINFORCING BAR #5 STD. 90 HC70K #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. 53 SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 d 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 SEE PLAN FOR X' CONNECTION INFO d TOP OF BEAM & LAYOUT DESIGN - SEE ROOF PLAN c - -_- - <', d o ] d (2) HTS20 FOR STRUCTURAL BEAM SIZE & _ CONNECTION INFO M . ° �' •4 ]� 2%4 P.T. 2x4 #2 SYP P.T. FRAMING w/ � �7 s/--7/ PLATE MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 os.B. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� w O SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION ¢y SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0° S3 SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR / 1/4" 3"7AP CONS COLUMN TO PORCH SILL AT 8" O.C. CL MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _E SQUARE CMU BLOCK 0 BASE, CONT. FOOTING STEEL MAT REINFORCING. `-" ' w SIZE VARIES PER PLAN r� ¢ w/ MIN. (2) #5 VERTICALS 9 wL FILLED SOLID (SEE PLAN FOR °"`g GRAD SIZE AND REINFORCEMENT) 0 _J - • W Z ZD - LU W cwn w � BRICK PAVERS or SLAB PER 80 = • - _ 0'-0" FIN. FLR.rik COMMUNITY SPECS `� FOOTING iJ BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 C''V C= �. CV C= o ce- dad Q C . IX) •O C3 G 03 aj N c Fz CO n, 0 CV a L.E;;•1!/fit°0°,d •• S,TA_1 E CF a 0 . .; srsaiaaas1as®'�: 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. a �8 S cq N v N O cc::? N # LL J LL C14 0 a- d Q M u_ a Z z 1008 M o c wIL in`° NM z U U Z OCJ ❑❑❑ �. W � N M z � 8 N — t/) o C N 0 41 EL G' U o w g to Ln U I U Y N M m co i o1 w cEo 19 R 8 w= OIL OIL H (6 20 0 0 0z ZE 0Wz m J 40 4 w 0 �o W V] o LL az m � a y LL z ' <r2 a = o F z O 0 0 d' m ro 0 n CO N o ^ � N In L •..� LL 0 o � � ONLI Ln N v— < Q0 T-^ co 00 E .c (0 M Z ro z �n1 vi E N al ra FT U J ¢ p c -j JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. (MONO) TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH /--TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 3/4" FURRING STRIPS 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSI N 7 5/8" 8" 7 5/8" 8" 7 5/81, 8" 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS -----2x DEAD WOOD @ MID DRYWALL NAILS POINT w/ (3) 12d SOLID AREAS ARE MIN. EXTENSION FROM STEEL AND GROUT TONEAILS SPACED EXTERIOR FACE OF BLOCK Yl___.,­ DOUBLE 2x TOP EVENLY PLATE WALL IS 1 1/2" MAXIMUM INTERIOR-\ EXTENSION FROM EXTERIOR HEADER FLUSH TO OUTSIDE OPTION WALL F1 FACE OF BLOCK WALL IS 2 1/4" CL ------ -DOOROPENING—*[*�- DOOR OPENING TO DRAIN 4" O.C. FROM EACH HEADER FACE TO BLOCKING WALL El ___(2) 2x HEADER WALL CLEAN -OUT rA F1 PER PLAN VARIE'- 2x BOTTOM PLATE W/ (1) 1 Od @ 8" 1STCOURSE 2ND COURSE 3RD COURSE EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, _'N� rD WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW (B MASONRYLAYOUT __ 4 "4j SCALE: N,T.S. 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD UPLIFT CONNECTOR (SEE SCHEDULE) NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1 FOR CONCRETE PLACEMENT DOUBLE 2 TOP PLATE SINGLE 2x CONT. TOP TRUSS ABOVE 2x CLOSURE WALL W/ NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER CRICKET ASREQUIRED SINGLE 2xCONT. BASE PLATE W8(2)1GdTU TRUSS BELOW 1/2"EXTERIOR GRADE SHEATHING AND FILLED SOLID W/GROUT STD. HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL ---� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C NAILS AT EACH STUD MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL SEAT FOR BLOCK |SPOURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE Z--SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL \-ROOFTRU8S UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE:N][S. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS OPENING SEE FDN. PLAN FOR LOCATION \�FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22^`PROVIDE A4^x4^INSPECTION PORT @ EACH VERTICAL RE8AR&DIRECTLY ABOVE THE LINTEL. x�VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, OPENINGS LESS THAN OREQUAL TO6'-0"|NWIDTH D0NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED 0N FLOOR PLAN, TYPICAL FILLED LINTEL ASSEMBLY SCALE: Nl[G. 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 RECOMENDATION FOR CONSTRUCTION 0FTHIS FORM, ANY MATERIAL 0RCONSTRUCTION METHOD MAY 8EUSED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OFTHIS DRAW|NGj GARAGE ENTRY FORM DETAIL 8x8x16 C.M.U. GARAGE DOOR-------_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY ARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL 8CALE:NT.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK `\ bC8LE:N.|,S. POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER DRAWING. — PARTIAL INTERIOR ELEVATION 8G3/8" | --------- | 88" SOLID AREAS ARE STEEL AND GROUT FULL $x8x1GBLOCK DOOR OPENING ^ VERTICAL JAM AT8-3/4�41~8��71".AND BO-3/8ABOVE GARAGE FLOOR. ALL J-BK]LTGWILL 8E|NFILLED CELLS (l'OOOPSI MIN, CONCRETE).ANCHORS MAY BECOUNTERSUNK (BUT NOT REQUIRED) TOPROVIDE 4FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 1" 2xGP. J-BOLT 41" 34" BRACKET TRACK 10" 83/4° ----- G|MPS0N8P4W/(6) 1 Od x 11/2" AT EA STUD (USE SPGFOR 2x8WALL, USE SP8 FOR 2xDWALL) 1Od NA|L8@8" --� [VCTYP. DOUBLE 2x------ CRIPPLE STUD �� rop W(M0 M0NGANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON FLAT STRAPS PER CHART ABOVE TD8EBENT STAGGEREDOVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT L OR PLAN NOTES FOR REQUIRED CONNECTION 2 ROWS 12d NAILS STAGGERED12" O/C EACH FACE OR 3-ROWS 12d NAILS GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY 12d TOENAILS OPENING LARGER THAN 4 FT: SIDE HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL rQ 12 (',.) | SEE ELEV 41�w�~ | S|MP90NSP2*/(12)1Od NAILS AT EACH STUD SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" OIC UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2IA"GRF.TOP PLATE 70"STUCCO FINISH PEAAGTM C.Q28APPLY 3LAYERS WV TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 3LAYERS 3/8"THICK EACH. 3RDLAYER 10"THICK OVER WAT RESISTIVE 8ARR|ER-." TRUSS BOTTOM CHORD 0R2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C UJI O/C FIELD 2x TOP PLATE 2X4 PT STUDS - - CD2X4PTSTUDS UNDER HIP EQUAL TOTRUSS BOTTOMCARRIER/GIRDER TRUSS -ji/L_ CHORD OR BLOCKING AND FILLED W/ GROUT 1#5VERT|NCONC. FILLED CELL----- VNSTD. SD,HOOK |NK0.BLOCK �!T ��pJ��N�| | ������� yN����&J���� WALL 7��T�|| � r�^_/ . /mn���~vv��^�^_r�a���v^_ MASONRY "xr�^�^� ���_/r�/x_ y BOTTOM PLATE SECTION TRANSOM FRAMING SEE SECTION AAJS1AND B�S1FOR ADDITIONAL DETAILS SCALE: NT,S. PIPE ORDUCT wVPENETRATION THRUTOP PLATE vl MORE THANSO% ATE V0DTALLS|�PS()N P8PN510Zv/(12)1OdNAILS TOP 2ROWS 1Od@3"0C(14 SPLICE STOTAL)EA.S|DE0F ` SPLICE STAGGERED f1Od@ 8"0� T��|�& |�JT���|/����/��� TYPICAL ' .^�/�� INTERIOR ^-xn��/x /n��/�BEARING WOOD FRAME WALL/`�j SCALE NJ,S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3O75#SPF �(4565#SPF) �(5645#SPR �(6970#SPF) IS (9335#SPF) N.O" ���l � |U *F�DTT2ZUSE �� 1Dx12" EPDXIED A.T.R. w� EXTERIORMIN. 8"EMBEDMENT v/WASHER &NUT n"mu "Ou.=L" FOR HDU8USE 70"D|A� x12"EPDXIED A.T.R. TO/wP ��PLATE U ] MIN. 8"EMBEDMENT v/WASHER &NUT NOTE: \l'� / w FOR HDU11USE1"0Ax12"EPDX|EDATR BOTTOM SPL|OE/ || | | ' ' ' ' PLATE LENGTHS MUST BE MIN. 8" EMBEDMENT W/ WASHER & NUT ATLEAST 4'4LONG. TYPICAL uvEnu/uuU | TOP PLATE SPLICE DETAIL rM SIMPS0N Q ~``~^^'~`^ ^°""°"^'=`^ ��PS0N mmruomur*JI �MP8ON 'NAILED INTO TRANSOM FRAMING 0MPSON Sp/ S|MP80N S� /-S|MPS0N 0N}N.C8PER BOTTOM PLATE) S|MPSON SP4 2X8 P.T. BOTTOM PLATE (N|N.(�PER BOTTOM PLATE) »� 2XTOP PLATE OVERLAPPING | NAILS @6" NGGERED 3OLTS @ 24"0.C. AOOFTRUSABOV 2X BLOCKING -(2)18dTOE NAILS EA. BLOCKING '2X8WALL ABOVE ENTRY �K/}.BLOCK W/(1) #5CONT. & FILLED 50"X10"J'B0LTS 1M TRANSOM FRAMING L PLYWOOD PLYWOOD FASTENED TO TRUSSES O/C BOUNDARIES 6" O/C EDGES SHEATHING (USE SP6 FOR 2x6 WALL, USE —PLYWOOD SP8 FOR 2X8 WALL) SHEATHING PER BOTTOM � �� PLATE) ALIERNATE: ` 50^D|A.ATREPDXIED MIN. 8"INTO BOND BEAM @ 24"O.C. FRAMING DETAILS ABOVE ENTRY KR � REV. 06,24.22 �MP8ON 'NAILED INTO TRANSOM FRAMING 0MPSON Sp/ S|MP80N S� /-S|MPS0N 0N}N.C8PER BOTTOM PLATE) S|MPSON SP4 2X8 P.T. BOTTOM PLATE (N|N.(�PER BOTTOM PLATE) »� 2XTOP PLATE OVERLAPPING | NAILS @6" NGGERED 3OLTS @ 24"0.C. AOOFTRUSABOV 2X BLOCKING -(2)18dTOE NAILS EA. BLOCKING '2X8WALL ABOVE ENTRY �K/}.BLOCK W/(1) #5CONT. & FILLED 50"X10"J'B0LTS 1M TRANSOM FRAMING L PLYWOOD PLYWOOD FASTENED TO TRUSSES O/C BOUNDARIES 6" O/C EDGES SHEATHING (USE SP6 FOR 2x6 WALL, USE —PLYWOOD SP8 FOR 2X8 WALL) SHEATHING PER BOTTOM � �� PLATE) ALIERNATE: ` 50^D|A.ATREPDXIED MIN. 8"INTO BOND BEAM @ 24"O.C. FRAMING DETAILS ABOVE ENTRY KR � REV. 06,24.22 00 CIA : e: 1-10 - To the best of the Lngineer's knowledge. information and belief. the structural plans and spedfications 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. 4 to Lu LO Cl) un cz WO U1.1 20 Wn 65 IM 110 LO co CD CY) JOB NO 23-02469 SCALE AS NOTED SHEET NO. S4 . I ^iar SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL- (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN, FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS �—� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAXI 9" SEE SCHEDULE - [R5H] - 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 10/85 MAX 9" BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/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 (E2N1DOd TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING 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 7/16'1 " AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT rrr DOUBLE TOP PLATE EACH JOINT w/ (3)10d 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ rrrr FROM RIDGE FASTENED AT EA. END rrrr EACH JOINT w/ (3)10d & (2)1 Od (NOT REQ'D WHEN ti r • rr TOE NAILS @ EA. END GABLE IS 4'4' OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE ` 2 16d ( ) OSB SHEATHING ATTACHED FIRST (4) ROWS OF w W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & t,�NAILS ,�` BOTTOM ATTACHED ` , (2) 16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR4K 2x BLOCKING WEEP SCREED f ---' `�✓ THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 1 Odx3"" @ 4" O/C SPACED 1/2 x 8 J BOLT @ 48 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO I I MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6-0" 11 1 1 INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10d 3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1 112x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM @ O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. SrJ 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 AND FASTENERS. (MIN. FIRST 4 BAYS) —\ ON SHEET S5 FOR - X-BRACING, AND TOP CO SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� 00 ;0SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1/ (2)16d NAILS WOOD TRUSSES 00 a0 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING - 1 1 2" % RIDGE FASTENED AT 11 AT 24 O.C. ON TOP OF E� EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS /\ `iulil 10d & (2)10d TOE .1 ATTACHED W/2-16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS WI (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 @ 2 4$" 0/C FOR THE 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. �a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARINKD G LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-v 55 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ ADDITIONAL INFORMATION. SCALE: N.T.S. S5 11NIMUM 2x :ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ....., ------ 2"X4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N,T.S. VVIY 1 LJ LIII \IIY..:] 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT, 2x4 #2 SYP w/ 1 Od XO.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SJ GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2)16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. ED ES AND 12" O.C. FIELD x.> JACK TRUSS SEE PLAN FOR .. CONNECTION 2x4 "T" ON TOP OF PANEL-- BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS SECTION 1 (' � SCALE: N.T.S. MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a a MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.0 TYPICAL \ GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. 55 DIAPHRAGM BLOCKING @ 48 O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER MATCH BOTTOM CHORD SIMPSON SP2 w/ (12) 10d ( DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x$" 1" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S15 SCALE: N.T.S. REV. 06.08,22 ��., AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING 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" O'011- 3'-011 T-O" - 6-0" 61-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT C 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.) STUDS @ 16" O.C, GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT 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 rL AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA, TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'4' 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� cR.2i C= 00` c:) 6u 0— - C--, 6 c. Cu ,~ W L, ��Qp4";139uK�lI� c� ,* No P�= 875 ti STATE OF f°t°r�"i"r85'aY33a 'y�\fin' 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. tri a 8 E8 S N 5 4 @ Lit. 5 A Z _.; Qo c mo p a `° m W W r/�i-a' Q z Z N M Z 0 Q 2 w O < � Ur/ �y ../ � N M 21- ,-p Cz Q) (D o O 4--) C0 LU u S� V) C2-- IN Cq n m z W Z q W in F O 'o � R p_ u_ 6 O Z o �U 8 E �W pw z CO 8 o S Cc) W �� a LL r� az �w a xtt ilxl mwW ao } Lo 0 N m rn C� LO (N LO 0--1N <0-4 Cr 0 LL r V J m ....}���.......+++w� O LO `.r LL r-- (0� m O T < L] T E c co CM ro z E N 6i CL E 0 U J d C J JOB NO: 23-02469 SCALE : AS NOTED SHEEP NO. S5 y� 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 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU ' AREAS. FLOOR SYSTEM ERPLAN \ - e,e 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' 0/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.C: BASEBOARD MIN. 2500 PSI CONIC. SLAB MIN. PSI MAY VARY PER e> MUNICIPALITY c r _ a.. \' a, rid . Cl) — I — a a '.' 6x6 W1.4xW1.4.''!. L— ° ' . b a .a' d WWF OR FIBERMESH ?Tfi��TTT�I � Ll Ill•���-�� III III •a 4. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH) - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C,, 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING _ NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w In z 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 JI`W LAYER 1/8" THICK. —INSULATION PER 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 BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U 4"x4" INSPECTION PORT AT zi wCL EACH FILL CELL TYPICAL o_ AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH Z 4"to 6" BELOW GRADE GRADE -1j17—STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR I I "�T^�T ' (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2-STORY WALL SECTION ri REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL --- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION, SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER kTE WI O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED °° FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °P SEE FRAMING WEEP SCREED o PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/(8) 10dxl 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 314"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@1—"" 2"x BOT. PLATE (2)10d@6"0.( PRE-ENGINEE FLOOR TRUSc FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF, SIMPSON HETA20 w/ (8) 10dxl 112" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. F.0-T461 DETAIL FLOOR TRUSS o SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ::x3A d a a o A Cfl `^ `a 41a « I I I,T I I I III —I I —I (3) #5 CONT. ON 3" I Tif—I i I- 8" 1'-8" r 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. w W 0 15/32" OSB II EXPOSURE 1 Nx �I SHEATHING PROVIDE BLOCKING AS I II REQUIRED PER II D II SECTION X-X IF NOT FULL HEIGHT SHEET I C II II II II 11 — 11— G FLOOR SYST M /— (2)- 2x TOP PLATE I BEYOND I II 7 T —�p —II EXPOEI EXPOSUR F F SHEATHING II it II I x Lu SOLID 2x III III II II II I ALL Q G SBLOCKINGHEATHING cc EDGES (SEE OPENING SE TI N x II WE i1lli _ 2xSTUDS WIIIII II III II II II SEE PLAANil II IIII II II I I 1 LI —II I 41 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 Ya" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END ow JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THANX". h ? 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 x @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. m O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J ❑ wl 8d COMMON NAIL ED w LL O c PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F O00 0 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT, F 0 ca - :D 0 F F LL @G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 LL O ~ MEMBER IF GABLE END c NOTE: • Sd NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2 2x4 P.T. BASE . 00 NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". SEE PLAN BLOCKING WALL SHEATHING BETWEENN FLOOR FLOOR SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3I8" SPACING 3l4" S 1/2" ,e^S 112" S Ila" 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 VERT�OCKINO, SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) O NFyz 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 (2) 2x HEADER SEE PLAN 54 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED—' CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ABEAM 2x BLOCKING HDRIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302,11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN, TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W 1 AxW 1.4 WWF OR FIBERMESH 4 a .. A _ a— - ,` a• '. M -1 I_I I I —III —I I a a• a wIII—III—III -II ° a .4. �. -1 I I --I N I —III ' M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE 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) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE OD r :IIII,II 4 (3) # 5 REBAR ON 3" CHAIR —''�4" I 1'41 W/3" MIN, CLEARANCE ALTERNATE FOOTING ry @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 CvJ N 00 0- i as � � r V, e. ro n. N C+ N 00 0 Ar i�'0'','' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F 4 4 N 6 -1 U c © N �_ N J J '� a') m * a. W ai Q gjmv w _- a -9LLu- 3 ° z Z �� 0 0 W pNcD m J d c, W U 0 UjT j 1:: w OD o dz 04 Z N M F=-• � oo ❑C7❑ ' W (D z � M Ea N � 0 1/ 1Nl LL jC !I M �L3 w LU 0 _ Ln N (113 5 c_a Jz w M MO o0zM 8 I� ni $0 Uo0 od L M xQ� 8- CM N a '6 7�3- LLa �0 aw 4 s� � -o M a wl 0 0 Lo 0 � 0 CO N a LO .-� < g N (� 0 }+ 0 Y M "� N CD LO �... < r °� N cM CO c j o N in 2 z n U Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE: " = 1'-0" NOTE, THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS / \ 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPS710g\ AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x BOTTOM, GLUED AND 1/2" NAILS) / NAILED TO STRINGER 2x12TREAD GLUED \ GLUED AND 'h\ NAILED----\ r I;1V 2x� I DRAFT ST C P 2x4 PT NOTCHED INTO STRINGER AND TAPCONEDIII x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT L / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW _ SCALE: " = 1'-0" VvnL-L ALIGN THIS STUD WITH FACE OF 2ND RISER T17``\/ 5YP CUT TO FIT 1 I NRS IN WALL I ----2x12 SYP BEARS IN WALL I ZA — 2x6 SYP / 2x4 SYP BLOCKING % 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ ./ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" / J. ` NAILS) (IEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" w T-0" ALIGN THIS STUD WITH FACE OF 2nd RISER —3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER T 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER -2x4 DRAFT RISER AND TREAD STOP f -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I 77 4-2x4 BLOCKING FOR 2x12 I 2x4 PT UNDER 2x12 C I ROVIDE MOISTURE I \ PROTECTION ATTACH ALL COMPONENTS / OF STAIR TO CONIC, W/ J" X 2 T" TAPCONS @ MAX. 32" O.C. ---ATTACH ALL COMPONENTS 1x4 GLUED AND I OF STAIR TO CO NC. W/ J" X NAILED TO STRINGER / 2 TAPCONS @ MAX. 32" O.C. \ / G.1 TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP r MUST NOT TOUCH ' I I STRINGERS a I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 1 \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU �,` (14) 1 )d x 1 1/2 NAISTRINGER CONTACT POINTS SECTION VIEW "D11 FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D --3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED` INTO FLOOR WITH GLUE—' AT STRINGER CONTACT POINTS wV SCALE: 1" = 1'-0" 2X4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) \t2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4/GLUED AND NAILED TO STRINGER s _ ,r'OR DRYWALL SPACING SECTION VIEW "Ell SCALE: 1" = T-0" E SECTION VIEW SCALE: " = 1'-0" -3/4 PLYWOO1 ON PECK 42x8 SYP GLI AND NAILS[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING 1 NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 ~- SECTION VIEW VI'1 SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT (2) LAYER 4" 'EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. L POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) .=LOOR TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SECTION VIEW SCALE: z" " = 1'-0 STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE ,5) SCALE: AS NOTED LL JOINT iLL TO JOISTS) JD NAILED AND TO TOP PLATE T INTO RIM BAND, AND NAILED TO G WALL BELOW LL JOINT #LL TO JOISTS) H / 2X STRINAR 2X BLOCKING IMPSON MTS 12 w/ ' 4) 10d x 1 1/2' \NAILS D OR 2X BLOCKING 3 D // RISK . VAR IE 'ECTION VIEW "H" SCALE: 1" try -vr cis CCE�y t� 2 t e. z L; r`> c� 0 CV QO ca JINN, E6LEV/, �,Po t 1 d Cj 04M, f'6P No PV) d'J`�P1 N g�6�e'iba To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 ,4 •. W 0 pp E S N N8 N«; E J 0 o? w Lu � v w a W UL a _r Wmcvio mLQ WO"n 3 J a w N coH U . Z O ❑❑❑ W CL in 4--' 0 -•-- N 0 C3 U O C� V) N t, 2 �c � a c z o z Z � �E(Jjj � C o00 Fz- o ci C m), �o � �w �o O �0 20 ,� c� yx d 0 > " =1 �, 0 i Lo O m I O co ,. N Cr o 0 +-+ p LO CO U CO 0 pp N � T^ i M r ai W CO q z E N y 0- U _3 JOB NO : 23-02469 SCALE: AS NOTED SHEET NO. ST -o r_..r I r�• Q 0 Cn N CD ar i a 0 3_ 3 tz Q N E co 0 l.. 0 3 i y i a. 0 J w >i M a N 0 M w a v 0 N 1x4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 � E 1x4 P.T. 3/16"0 X 3" LONG E FURRING 3-1/4 LONG X 3/16 � � � FURRING TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O,C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH rr 1-1 /2 DETAIL 1x8 wl (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2 EDGE E DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. ' (2) ROWS 3/16 x 3-1/2 x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS C--C__ SCALE: N.T.S. 1/4" MAX it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --� 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN, EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO \ — BRACE(S) 2 x 8 BRACE/ BLKG. 7116" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH > \, ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) +� Z-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) IN WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS 13-B ARCH DETAIL rK SCALE: N.T.S. SS — SECTION A -A 81, 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED `-2 x 8 45 DIAGONAL BRACE AT EA. ' FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD, SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK-(1) WITHIN 4" MIN. OF START OF ARCH START OF ARC n, RnAW MAn PROPER INSTALLATION MAX, 8" #5 RER (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 71 NOTCH WEB AT +5A FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 2p ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. •;,: • , . 6„ MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ",' •" ... : " ` '`''`" '''" REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES, REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS, K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 000, 4'-0" MAX SEE PLAN FILLED CELL PER FOUNDATION PLAN n YP.) THE :S ♦+ UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYP,) +`� #10 90° HOOK (TYP) ®+1 FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I DIA. @ 24" O.C. FASTENED PER NOTE 2 BELOW I Y— I CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING W/ 2-12d NAILS ("*) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. ("") - ------ 1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED / ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN i - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT S FO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09-23.2021 > V-4", INSTALL MID SPAN BLOCKING PER ,i THE SOFFIT FL PA INSTALLATION CRITERIA 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?X 0 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —J + + U <ENCr� IF TRUSSES USED) W/ (2) #6 X 4'/2" WOOD + SCREWS @ 16" O.C. MAX. OR IF MASONRY + + WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + + 11111111111111111 O.C. + + SECTION @ ENTRY rL SCALE: 3/4" = V-0" TRUSS SS 2X4 SYP EACH TRUSS CONNECTOR • SEE LINTEL MASONRY WALL. SEE PLAN FOR SCHED. REINFORCING. PROVIDE LOWER HOOKED DOWEL PRECAST LINTEL #5 CONT. TOP & MID " W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN, 3 COVER 6'-011 g . I-1 I I —I TI,T I I Ir�r ' •D .� � III �•- GRADE c,y : Z; \ ,. p. ° (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV, 07.28.21 SCALE: 3/4" = V-0" 2X4#2SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" " DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO ram:.. + al + SUPPORT SOFFIT ENTER � SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = 1'-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 1Y - z O U_ O w H M U N @ FIRST COURSE H SS 2"x BOT. PLATE W/ (2)1 Old @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED —2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT 4 Y A': FOR OVERHANGS BETWEEN OVER 1 1/2" „ CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° ''s"' '• +• • A. OVERHANG' •, a: d RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 5'-0" INISH ° ... I� Y ° A a .. ' : #5 BAR 4 ° P ° ° CENTERED W/ v ..' ° �S IN TOP 9 r , y KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL ► ° • ° DIRT z p " STANDARD 4 #5 BAR IN ' 90' HOOK N W FILLED CELL, • t°s,� s, • �° ►, • ,°►, STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE. 3/4"-1-0 OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC- ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T.S. (2) #5x6' IN CONC. FILLED CELL „ O 4" SAW CUT SECTION SCALE: N.T.S. N N00 cm w � � W Q N R Gx ♦ � x .Y w +t -i c cr, car 0 c„ u 1Nit6flfi9RYIf$$I/ ,� P �ltv,> NO c� '^ No 7`' )0 y ;r NA33+ STATE C)' `. ' o ,'rPDr99YlY9lY"�� 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 - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a o -,8 �q "' 0 N O m E 4, co -1 It(8ri"o� w YJ m 0 °. a a 4 0 Z C103 LLU z �S z rn o � m .2 F � O o� o ��°' ¢ i W Z unW - o O w �� M z U �' N O U ❑�❑ Z W - N 0 05 Q k U) - N M Cz�1J�rN', cc3 cr' . w � R U tN w = Uj Qo U � x a M U_ E LN E o/J r— ro 8 E� Xo so U �a v ro L ro crs Cz 4 ❑ m +4 ; ° 8 ¢ " $a zz aU Wws m Q U mw N J W X. X. OI4 U ` } L fy, d' nr r� LO N o LO .-� aC 0 �.. o m N +-j O Ln •,.,• 1 LL I'_., CO ca L O T_ +Q 04 r E c M00 M Z z Z E E N to m c m 4 E U _j °i ¢ p c JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'4' O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. A DIAGONAL - AT 8'-0" MAX .., ..,.. \:. �..... .. �.... TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. CONT. ROOF SHEATHING AT TRUSS TOP —' CHORD AT ALL HAND FRAMED AREAS TYP. 2X4 CONT. AT T & B CHORD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) ,k 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT O 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 A 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 SLAB 1 1/211 ..... -(2) #5's CONT. T&B w/ 4 #3 STIRRUPS AT 4'-0" PORCH SLAB SEEI 7 WHEN DEPTH EXCEEDS 30" FOUNDATION PLAN ,GRADE *' 2 ENTRY PORCH SILL j4 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO 1 1 MASONRY KNEE WALL MAX 3 = COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 j 1 1 w/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6-8" CORNER FILLED 0 I I MAX 3 SOLID. SEE ELEV. FOR BASE SIZE I I I (3) #5's EA. WAY 1 1 Ir---- 1 W I 1 I W W "� 1 1 1 I I IAk SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN ��LSEE CUT (2) #5's CONT. T&B w/ Id CONTRACTOR TO INSTALL SECTION FOR #3 STIRRUPS AT 4 -0�� '- MIN 3" x 3" WEEP HOLE INFO MORE I FO WHEN D ALONG w/ PITCHING SLAB EXCEEDS 30" „ 1 -4 TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCKFACE EXTEND SLAB 1 1/2" SIMPSON LSTA18 SEE PLAN w/(12)10dNAILS—__�-------I-------- A-A ALTERNATE BLOCKING SIMPSONHUC410w/(14)-- CENTERED AT I I I I I FOR CANT. I 16d INTO HEADER & (6)SPLITTOTIE I10d INTO BEAM -SEE BEAMS TOGETHER ROOF PLAN FOR MORE INTERIOR BEARING3 I I I I I INFO SCALE: N.T.S. I ''� I I I I WOOD TRUSS�—SEE FLOOR PLAN FOR 1I A PROVIDE BLOCKING AT ALL TRUSS BEARING I COLUMN SIZE & BASE I I I--7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO I I REQ'D ONLY WHEN TYP. WOOD TRUSS BLOCKING DETAIL SUPPORT WHERE TRUSS DEPTH EXCEEDS FOR COLUMN SIZE I— --- _ __I I I I - - INDICATED ON BM. SCALE: N.T.S. STANDARD HEEL HEIGHT & ADDITIONAL INFO. L _ _ _ _ _ _ J L _ _ _ _ _ _ — SCHEDULE/PLAN 7116" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE M CONNECTION INFO A OPTION B OPTION C _T�T,__EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT PORCH SLAB SEE FOUNDATION PLAN EXTEND SLAB 1 1/2" —(2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE - z Z PORCH SILL �5 SCALE: N.T.S. SEE FLOOR PLAN 1( 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 I I I z C/) • PORCH SLAB SEE I-_-- N FOUNDATION PLAN w cn z (2) #5's CONT. T&B W/ #3 STIRRUPS AT N z -0" WHEN DEPTH 4' EXCEEDS 30" LOWER OR GARAGE SLAB 1,41 SEE PLAN LARGE STEP DOWN j7 SCALE: N.T.S. 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR - SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION (a) FLOOR CONNECTION 22 SCALE: N.T.S. SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. 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 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d f • 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 H HVERIFY 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 SCALE. 1/2 - 1 -011 %2' CDX PLYWOOD OR %6' O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP COMMON TRUSS W/ INTERIOR BRIG. SEE PLAN FOR CONNECTIONS INFO. - - RUSS/ A-f0_P WALL EE 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 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2„ J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ - MIN. 6" EMBEDMENT d 4 - -- ey <m e Aa m ° MAIN HOUSE SLAB a a A. (2) #5's CONT. T&B 4 e w/ #3 STIRRUPS AT 4'-0" W ° HEN DEPTH Q ....... EXCEEDS ° 30" .m. °, a I m .m. a GARAGE OR `" LOWER SLAB SEE PLAN - V-4" SECTION GARAGE MONO 21 SCALE: N.T.S. 00 0 oCID : L r� r rzf 7. a N 0 N 00 ... O .`A •'�C� Iti s'° Luc a �. - :' '• No 0 •• -P STA E GF • r,. 4 e�f�'dt,ar,lsae: To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � 8' 5 N G m # 0m0udW LLYtJ0. CN I103 :Q L st' o o W J z o a 00 d Mz�_ W zCN 66 ❑ao W z � Q v V1 - N `0 Q) (D^, 0 41 ru °U w a 0 V � . 1— J E � s � U CID Q �0 N I� w �o z U__ " a a p E - z® q Rg c E co �i It z '5 6 z cSn ¢ 8 s x W�t CE 12 I, o Od) 2 c� CID LO :3N CL U') _ Q Cr 8 1 (n n m N +-+ p � 0 ICD M S� c', m o LO N 00 .— E c ch Z° 0 E N c d E 0 J v Q c J JOB NO: 23-02469 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). , EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE DS -,, SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS 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 OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED OF 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 / 0 9 JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 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 p" BASE PLATE p W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 6" SEE FOUND. PLAN FOR FTG. REQ. a 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 r5r5 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 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 j • ' FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. aC� 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL (AQ BELOW AND ALT. BLOCKING INFO a 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT 6�� I SURFACE 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS �.: TO HORIZ. w BLOCKING 1-1/8" RIM BOARD i' 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 '7' END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR "' (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF f�SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"0.C.-- TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL-------_ NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. a� 2nd FLOOR SYSTEM 42 SCALE: N.T.S. �1 SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS - (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB �' (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS -FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. a@ 2nd FLOOR [DOUBLE STRAP] SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER IUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR COL. SIZE ---- NAILING AREA (TYP.) (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE :-- -- --- SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" 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 DOUBLE 2x4 TOP PLATE 2 WS10d@ • 3" 0/ O /N PROVIDE 2x4 ON-- J TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3 O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. (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 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT• CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUTS DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C.TYP T&B (2) 2 x #2 / �I SYP U.N.O. 2xCONT. T&B 2x CRIPPLES TO MATCHJACK STUDS BELOW (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. 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 AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) o °.0 a"•o - 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 �'-----" -A (2) 2x SILL PLATE STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. M ,1 c� C= C%j _ 00 o 7 W c� Q �4 fa 4 -= a s ci ttY3 N N F_ m a M N cam., No STATE OF 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. $ 4 0 �s S N� 6 8' fp 0 i 4 ". P CD LLJ. W N m o_ a OG� 0 0 = o W �mNCDoaJ¢ d K z W d coQ LL 0LO w Ci t CN a o a ❑C]D w M N M a — N M Ln z CD � � co � Lu c' U 0 LU sn 0 � I C' co — me o co zz z a J of LL ce E z o p Q L) v LL 2 O "0 f0 2z Yz � J auk o�d go co) �z W �o �c Ns o h. °zl< ar o .Q = O = Lo d' m ro c� 0 n N 00 LO ,-� (n .2 �, N m 0 a-+ � O � M M c� -� m bN L.n r IN < r m � o CY.. M Q E N C ILLU _j Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. O2 �V I III III -i tit IJ1Itl11 � fii�IlC�li I i i� �: ii� - - - rl 1 - 1111 - 711— -- - I - -T-- - i I - III - "fir--__t—.- THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 318" 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 FROMINSIDE 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 Tl 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 JE BARRIER & ;ARILY SECURE WEATHER RESISITIVE BARRIER TAPE -- (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure t 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 WOOD FRAME CONSTR EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 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 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 Rinstructions in each detail that corresponds to the numbered items in the list 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 SELF -ADHERED FLASHING NAILING FLANGE DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED - - SELF -ADHERED FLASHING FLASHING Q SELF-ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK-- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE �- t`� V-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER �a1 PROOF CAULKING SELF -ADHERED FLASHING 1 SUBFLOOR 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 SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING SELF -ADHERED FLASHING OUTSIDE CORNER i1 RIM JOIST 8 2 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD /3 4 SELF -ADHERED FLASHING PATCH i I I I I I I I F----------___-- ---� PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS It SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT, FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade Q 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 C CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage Space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING 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 SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and REL PAPER TO EXPOSE DHESIVEASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant, Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall ^ finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1,2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER 0' 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 7 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in clutters. n FOUNDATION WEEP SCREED JI--- STRIP OF SAF !-DRAINAGE PLANE WRB iBOND BREAK WRB {� SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER i3-1/2" INCH FLANGE 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 �wv w.vv PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS / -----STRUCTURAL FRAMING 4 STRUCTURAL SHEATHING STRIP OF SAF ---- i, �-DRAINAGE PLANE WRB BOND BREAK WRB 71, I I; I _SF LATH l` I p ROD___4BACKER IS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster 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 car OO o C= o L.l r cn CV N O `3197L4iVV/,!I o Ie 15' Na ...7. ej7- STATE 0.F.: To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ,{ 0 a M 9 tpuv0 -" C ,fj DO liz j0 J E 0 N �, Dq N 1— U- u a ii Q a c� BULL13 Z 0 i 7a a a o m J O Z w N Cl)Z O h LWcR�OjP' o v ❑❑❑ W <r M CD (L� s 'L 4-) li w 2 m 0, O w $ Ln U') �a W loop $ _ e c U) 0 di m y W W Z M U_ E E O Z o xc� Z � � �U C, �w0 00 C} E p 5 �U K m-. cn az °o Z06 J 4 b �w Z H ¢Z¢ dl U -Z T m N o Z�� Q o Ua o Q L �_�// `c N CN ,--. N o N o CIS �.� i-+ O LL CO M O co N T 'A T E ny 00 CD m z Z E d U QI Q JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets 00 0auclel +VV x 4-1 t2' x 2-1 "Ze TT Back Cross Support (May be cut to W) See fa)Cil[t Schedule % 'Right Bi'd+[ket (i6 C;dtage) 1 F2' Dia. A3 S (Typ.) 414 Self -Drilling Screws 70�-5%sal ' A/C Unit acttun5 Edge Hurricane Strap (TytticA 3 in front) WaiShisTS Front Crass Support Self -Locking Nuts (May be cut tow) Left Bracket (16Gauge) , t 14 Self-DrlYlny Sertvilti T'Illtl B;a(Arts SarkCrross 5'u'pport Into AIC Unit 'Bottom Side (Typical; 3 each side for hurricane uso.) '{aA:zfic nnat.%IutJun mntrvztdius arc fexrrni.lnt salt Coati lAtans i -Air Eitu(z_ p-F-,o,p�La-,r,e-,rest Roterd Seal Uuaw}aK ata11 MIC upon te4%M11 fwfdlt4+aM1 fee will apply) Florida Department of Business & Professional Regulation Page 7 of 1 Building Codes and Standards 1211 OV2021 Product Approval Application Detail l{h ;w, r, '.; d! ...I .. fi". i'�,' y:, If '.", IY@Y"•,4 u_,.N. r1/, f L& k,, N 1 i :Gr:, , in - ,QQgg !Warn or VAt Data Das Pondlaa 20 ARA YBito Manufacturer contact LId;11e9 Validated 6v Voldffi@d t)JAHalded EllAgammill ADOVOYad $tatuo Afllimedion 2020 Smart Vent Products, Inc, Michael Greh.M Horma&F. Narro P,E Lodke Bewoln P.E, 12M$12020 42/102020 12(262020 Approusd Category: allUGtWil COMPOWhiS (577) 441.8368 PE.n776 (334) 3OD-1800 Subcategory: Reduce Introduced at a Re Suit Of IntotMemadvent.com New Technology Compliance Method; Evaluation Report from a Florida Registered Architect era Licensed Florida FFLW2Q Protesslond Enpinaer to PredMr" _ ANA . Product Model. Numhv Or Name QualityAnurmtce Product Oasaggaan Contra[ F_Y¢MaHan Deb Apor ) 1py� Use Approved for Use nriMde HYHP. Resistant INRact Milan Pnvun. 1 amanVent Model#154D510 Dust FUhctlm Flood and Ventilation Vent 12I312023 Yes Yes NIA +1 OQF100 2 emertVont Modal #154.111 Dust Punetlo Flood and Vendodon Vent 121312023 Yaa Yea NIA '•iWloo 3 smaVont Model tl154D520 insulated Flood Vont 12r312023 Yes Yas NIA •1olF 1 D0 4 Smanvont Mop 101540-521 Imuhidd Flood Vent 12,312023 Yes Yes NIA +1 OOA100 5 Sirerftdt Modg1 p1540.524 188qud; (."orpge Door Flood Vent 121312p23 Yea Yes NIA N /A 6 4o5 SmanVontModelp1570 Wood Well In 41312023 Yes Yaa N/A .1DDD D61 I amenVont Modela1440-574 14,SleCiW Gores. Door Flucd Vent 12r3=2S Y. Yea N/A N/A Florida Department of Business & Professional Regulation Fear 1 all Building Codes and Standards m4rzozl Product Approval Application Detail , .Y r+.'..Y::^}; �, R1. f r,✓T.' 1 .,, h � ° r.A'. ar(:;. f'i� pro JJ )Ps- ... ra{t)( ti,, lr 'c; "fE}roR"dYwA �: p.il 1'tJ{wr la .ry.,. ?1' ,1� '� '�;:,1 8 ,4., ..; .y k r,, 3v1,. eLJ..n 4 r-1,;;! .,\ L�ty;. yvl'1 :fl rl 1(. it '4 4, 4 � 4wrr2 y 4 CM M4 �t%� Rv' v�' • kW vWi{.. d 1 W f{1 1 1)^,., 7!+._,,!�,.,._r' 1. .„., hay 4T .�f5,7'.'"r1,',rlr,r...,,:'Yn a«'m,,�aknrr•, era.. :'...,,. A1)S .�-+2,�,_ :l 4h A ,a(1 i 1$� 1 „SN ( M 4�', f'� �:1,. ?a^�ja�?Irv4. t r». •pin -,4� ;.�, . Jlj` ti n.lr ::.r,�me .., k4 v,Y�.rnY�;'; 4+bi°yr`Lu:..n�$�..,.`drs�u\,Crro�pty,:a..,o«n, nvs;:rtr. e..., _s,, __.wti ::. lsl-.e,,.1„s,$ESu:tY.,Sr.-.A4.,,,ava.�8/„4 . 202 I20t1t rye DM. Penalty 20 mm version Manufacturer Contact FnablW a I�eMse Validated By IYa darted >jubmg(sg FRC Aaereval Aer-wrl agt;((Ij R.M&IW 2020 Drexel Metals. Inc. Jason Shumate Zachary R. Pratt Lock. Bowdon P,E. 08MOIN20 09/092020 00202020 10/132020 Approved Category: Roollno (502)303-1511 PE-74021 (334)300-1800 subcategory: Metal Rooting 10umeteoldne-a -rin Compliance Method: EvalU&tlon Room from a Florida Reglstared Arnhllact or a Joan sad Fluids Professional Enphoar F L41 Yer➢F B Product. Product. Spealy eaAUrm Ce Reproved for Use Approvedfdr Use lmkw )itgtion AUA ffna- Model. Number or Nam. Product DeeerlWpi Contest exoliadon Deb In HVHZ Outside HVHZ 114919gatt Peass"re 1 Unocal mot.,Roonnp 9ydams DMC 11IpNS,. OMC'15088, DMC 115S, DMC 2008, 1V312025 Yee Na NA +01-180 DMC 5V Florida Department of Business & Professional Regulation P.0.2 oro Building Codes and Standards 316,2023 ProductApproval Application Detail :•1 WJ"1'"N. I: 'e'V 51 !',,"4 Y"!`v .i ",d1 1:. 1. 't4 ::' ]N •='1': 0 A7 +.'.,.'f Nr fl..IS 7.1,d:ry. W t. t- :?>,p"'1 ,(rf,i :r:+`, E y, a kr F 1 C..a(*n"J ",.1u r ,'4'..,\I";. .if 19 . ix'. WK,. ✓r, ^r r, i i t.,. �. a., ,( .;s°.: pu1ib. ,ri.°.",. _'h fir, �NYq are,.. n. "'rft'n .:.f &ggS ftdtv or 2a Ra pate Pendino jyeR version Manufactdr;r :E9:ntaTd Enclnaafl.icahs. Valitated a. Meldalpd as hnnldtg FRC Adaraval Bpgrovad MAU RO,W.n 2020 Therma-TfuCorporation stove Josporeon Lyndon F. Schmidt. P.E. Ryan J,Nn9. P.E. 04/10(2021 12r3172020. 0422/2021 Druda2D21 Apprawd Category: Exterior Doors (Woo 843.7028 PE-434o9 Cal 3)767.6156 11160Mepotyrawin0ingExterior Door Assemblies aJgppereoq�lhermatru;c Comp lanp. Method: Eoludion Repok from a on, Florid. RaglsfomdArchitect or Licansad Florida Professional Engineer P1.4204aa4R8,Preduet0 Q,alityAosusamy Atirgmadfar Use Acoravadfar Use bawl tow a5a� ProduN Model. Number,, Nam. Prpdapt Descrldllon Cnntreot Eaolydlon Dole In HVHZ outside HVHZ Resistant PttalaLC 1 e.TMrme•Tru FlbenG...trand smooth -tiler 1`10011mM 009:86quotlmpad8QUoc Opaque IW 2026 No Yoe Yea WA Compost. Eda. FWersims &mate Door (inswinplOutowsl0 X codOuradlon) 2 b. Thnime•Tru PlbanG.adc and snmootn-Bier NanInal6&p59,a &qua; impactaquaL Opaque 12/312028 No Y. Yes WA Composaa Edge Flberglna Single Odor with SMeNe(el (howIng/Outswinp: XO. OX or OXO ownguratlmsl 3 c.Therma-Tru Fiber-Closslc and Smooch -Star NomIn810&N39:B.8quot:lmpag8qua; Opaque 121312020 No Yes Yoe NIA Composite Edge Fbargleee Double Dow with o wdthcul 8ideltes (Inewingroutsleing; XX or OXXO eenggurttions) 4 d.Ths-o-Yru Fibor-OlosAlo a ad Sinmlh-Star Nominet 8&#39;08qud;lmppul&quot; Opsqua l2r3112020 No Yes You NIA ComposltaE9a FiberglassVirgo Door Inswln u awl 'Conn Callon 1 rot ;x ) 9 n9 9u 9 o.'fharmq,Tru Flho-Classic and Smooth -Star Nominal e&113➢;08,quot;ar+paer&quo[Opaque, 12/31)2028 No Yea Yes NIA Cempoalta Echo Flberglass Single Ooorwlth Sldelhkcc (Inswing/Ouleming; XO, OX or OXO ecnfigureicial 6 f. Theme-Tru Rbor-Classieand Smooth-Stor Nmrnal 09439;0 &qud:lm cI&quot; Opaqu. 12r312026 No Yes Yes NIA Composite Ed➢e Fiberglass Doeb4o Darr wish or with out Sd.11t. (Inswing/Outowmg; XX or OXXO cm Rg .!an%) 7 g. 74...-Tru Fiber -Classic end Smmth-Star Nmtnts 69439:8 &qu0*1W,16 w01 Glezod 121312o2B No Yet. Yas NIA Composts Edge Rbero .. Single Door (Insving/0utsa4ng: X conaplredon) 8 h. Therma-Tru Fiber•Classlcend Smooth -Star Namusi 621.1032A aquctJmped&a o1; G, ..A 12I3112028 No Yes Yes NIA C-Po.It. Edge Fiberglass Single Door -with Sldollte(a) (Inswinwtoswing; X0, OX or OX0 cmfiauretion.) 6 I. Therms-Tru Flber-Cleede and Smooth-Str Nonlnd 68A39:8 Bdi ot;Impav&quota-gi.xed 12,312026 No Yea Yea NIA Composite ass Donbas Door with or mW Edge 9 Fiber pl with out,9 ddltas.(ImANO (011hWlnp XX W OXXO Colifi9uMttone) 10 I. Theh-VU Fiber-065910 and 811100th-Star Nominet8030;0 &qua; mssct&quo[ Glazed 1213V2029 No Yes Yet NIA Composite Edge Fiberglass Single Door (Inew10AlOUtB•NIhO; X conl9Umtloo) 11 k. Therma,nu Flber-Classlcand Smooth -Star Nommal 9&03D IO 8quot:impscMquota Glazed 12r312026 NO Yds Yes NIA Danposlte Edge Flborglaes Since Door with 9ldelaels) (Inswing(Oulaw rig; XO, OX or OXO cm0g-41.n.) 12 1. Therm.-Tru Flbar-Geaelc and Sm xxh-Star NaNnd 84038:0 8.quotklpacagI Glezod 12r312020 No Yea Yon WA ComPodte-Edge Fibaralcea Double Dour with a without WWII XX Or OXXO Cpldgardan' 13 m. Therma-Tru Fiber-Gt;sslC antl 9modh-gar Nemind 8ae39:B &qud:knped&quot Glezad 12rAla026 No Yes Ye. WA Melded Open Composite Edga Flbergress Oinpia Door i)-hgroutswing: X Configuration) 14 M. Theme-Tru Fiber -Classic and Sm00111-Star Nominal 65a30A &quoUrnptd&sWot Glazed 12/312026 NO Yea Yes WA Molded Open Compose Edge Fiberglass Shale Door with Glazed Molded Open 9lddlt.(e) (Inaeing/Outswing, XO, OX a oxo conagurgdons) 15 o. Therma-TN Fiber-Clasele and SR,00th-Star Nominel (1039,8 &qud;lmp.d&quet Clasen 1213112026 No Y09 Yee NIA Molded Open Compe.ta Edge Fiberelans. Double Door with or without Glow Molded Open Sidelkes (Inswing/Ou1a'Ning' XX or OX%O corlf guratiotl.) 16 p. Thnnno.Tru Foar-C121slc end Smmlh-Star Nominal 6039:6$euot;lmp4Caquet Opaque 1213IMN No. Yes Yes WA. Comp. Ia F ➢ 9 de0 C oad eRbe Ida. Sln aorwith Moldod Open Siddhe(s) IInsWIn01OVawlnp; Xo. OX or OXO condo -dons) 17 q. Themlaa7ru Fiber-Classlc.and :SmColh-Star Ha, net 5&s39,8 9quotlmpadl&quot.Opequa /71312029 No Yes YHJ N/A Composite Edge Fiberglass Doubt® Dow WIN or wino tGlazed Melded Open Sldelfta. (bawingfoulawing;XX or OXXO configurations) Florida Department of Business & Professional Regulation Pagel 01 Building Codes and Standards 3f2021 Product Approval Application Detail 1'i1a,',;,,,.u., r.,. ,lots. nr, pv, ilm„dI'±"..'w,,>.'.. ,,uv",$. ,..,,lnf,. „fix'. :1,g- ,�rr a,a...r •k.yr`'~r _-F(.,.ar,41�. d.q v„ti (,r:].4.f`,.I a .,,x.�, xr,:.vxi�Ir�i ^�'J;e�i<�i"�"`G:5`dR'�''�'t�. .. rrc„"�'GxJ,I^ rr ('}"<K,S,J?; �. wA" .:a:%:'r„VYar!,1;!Fi)#�us`��', �Rdy9rl�a:�)nuf+!t;�a.E'9Eit,',Y�ny )Sdnl,wSl',4..'u?8 ?'L+, i"7rinxn• e,xlm(, I,l :,.f�.�r ter ,ri'1c,M1,: i... ,,Y,wl dun"'rhCn nenx��lXtQ+.anr4d��9W�'7i�lwyl �ilk�n ��, ,,,,,,,,, ;,,,;, Julty Of, 8�4. W pale Petiding 2u T e Version Manufacturer ContestEnpidoorAuosm. Validated lw Wlldalad ft,ftt,d FMC Aaomua„ Agp(gygg ,$(stye, Ravlelcn. 2020 POTlnduetrlos Jens Rosowskl MIAMPDade&CCO• OCR Miami -Dodo RCCO -VAIL 11(i G/2020 10211202a 1124/2r)20 Approved Category! EmalorDoom (941) 488.010o. '(Toe) 3/5.2500 8ubCotegory: Sliding Exwa, Door Assembleo JroaowaNMpOdndusMea.e Compliance Method! Ca1119catlam Ulaih or Ll.Ung Om Quality Aeaursnae Approved for Use Appfoyed for Use IBrgpyt Wall aon N product Model Nurnin"ar Name Prod*0 D@W, 1Iptlun C.Mreet Rxolrolmt Dab In XVNL OVtsa. HVHZ Resistant Press- 9 SOD•5570 IL. roe MHslle anped) Vinyl Spding Gle.. Door 04/142021 Y.a Y.. Yes NIA March 6, 2023 P R0[U(C"T APPROVAL SPEtC"IFICAT10"N SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 96-72„ please provide the Information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying far a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A, SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461r1 +67n0/-67a0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -'Star (IMPACT) FL20468 +67.01-67.0 Psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT)' FL20470 +80..0/-80.0 psf 12/31/20.26 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/.2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31..0f-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.01-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16: 7) FL8248.11 +34.41- 8,.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division ofAADG,. Inc +607f707,727,747,and 847 Single 8t Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 10/812023 PGT Series 5500 FL239..2 NIA 7/30/2026 Pella Corporation Series 10/20 FL11206 +35.0/-35..0 sf 6/1712027 Pella Corporation Pella 10 'Series FL16603 +60.01-60.0 psf 6/2.2/2023 8, HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.:1 +55..0/-55.0 psf 2/16/2024 Pella Corporation rp Series 1 0/20 FL11161 +30.01-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349r1 +60.0/-60+0 psf 4/3/2023 PGT Series 5520 FL243.5 NiA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 711512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors' Series 5764 FL15353„2 NIA 12/31/2024 PGT Series 5500 FL261.1 N/A 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 12/31/2023 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 +54.2/-54.2 psf 7/30/2023 C, OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab„ Dimensional FL10124.1 N/A 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle o0� 151b Felt Undeia men[ FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 Ca ROOFING FASTENERS NOT USED O 'BEN LA OR D. ROOF Tl T S Thompson Arch Metal Comp, p e p Off Ride Vents g FL16918+1 - FL1691r4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849,28 NIA 12/3112025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS n DMC 150S S, DMC 175S, DMC 200S1 DMC 5V FL17679.1 +0/-180 12/31/2025 So SHUTTERS A. STORM PANELS I Protection Products' Global n Is Galvanized Steel Storm e a rrrr Pa FL15076a1 _ FL15076,.2 IA 12/31/2023 All American Shutters 8( Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES i1W Building Components Alpine Truss Plates FL1999A - FL1999.4, NIA 12/31/20.24 MITek. Industries, Inc. Truss Plates FL2197,1 - F19197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL7 PSL, LSL FL6527r1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/1112023 Commercial Concrete Products, Inc High Strength (Concrete Lintels FL1774 NIA 5/25/2024 n inspection of these products, h following infonrration must be The products listed below did not demonstrate product approval at plain review, I understand that al the time ofrnspectr n p u , the wing available to the inspector on the jobsite, 1) copy of the product approval, 2 ) Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application' Detail Page:1 of 3 102022. , �'+ s! i?: Grp dSt `""Tl, '.•",k'irxi '�r'�?'Y�'dF'M f4`NPY�i tlly"GjP'u.fo,'�;'r� 4'ur y«•.'Wr ^Yr r 4S�M?('4, 'rv: 12 J" rvpr' Yin r 7w, uu'nN ad lJ rnt�k 1"}a I„"4^ 'iF sf r'<• (� f1r I ,u',n'ir^ ,arc %bi"�,'fs "i,""d�lMhy,:t'�°�, ,Date Entity or fig Qp,gt Pandlna j)pjg egg Verslon Manufacturer Cant Endinear S 4iden5e Validated By Validated Submitted tac Approval Approved status Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. King; P.E. 0712&2020 07/12Y2020 07/20/2020 1011W2020 Approved Category: Exterior Doors 1800) 843-7628 PE-4340s J813) 787,6555 Subcategory. S raging Exterior Door Assembles s)aepersonCthermatru.ca Compliance M¢D1od: Evaluation Report from a m plortcla Registered Architect or a Licensed FklrMa Pfofasslonal Engmem• PL1Y2D420-Ra Eiddugf9 ', $eq Prod Oct Mattel, umber or Name Product Description (SUauNAa@arance oro d,for Use i�Ipuwtl Contract ENdtr8tl4n Date In HVHZ lr LM Ogthelde HVHZ Impact Rest¢ nt DestioC Preapur0 1 a. Therma-Tru Fiber-Claeaic and Smooth Star �83Biption Nominal 6 aquoTlmpect&quol; Opaque 12J$1/2022 Yes Yee Yea NIA 'teEdge Fiberglass Single Door Composite Insvin /OulsvAng; X eonfiguroiien) ( 9 2 b, Therma-Tru Fiber-Classio and Smooth•Star Nominal flaif3Q8 aglJot;irnpact&quat; opaque 1213112022 Yea. Yes Yea NIA Composite Edo@FlberAla $mgleDoorwith Sidelte(s) (InsWng1OutxWng XO, OX or OXO configurations) 3 c:Therma-Trur1her-Classic and Smooth -Stare Nominalb&df00,6&quotlmpact&quot;:4pac)ua 12J3t12022 Yea Yea Yea NIA Camposilo Edge Fiberglass Double Door with or wtheut 816e111es (InswingfOUtKWhg; XX Of DXXO configurations). 4 0, Therma.Tru Flner-Claeaic and Sfnrwth-Star Nominal a&439;0&quot;Impact&quog Opaque 12131 J2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (Inswing/Outawing; X.configuration) 5 e.Therma-Tm Fiber -Classic, and Smoabi-%itlar Nominal8&9380&quoklmpad&qugb Opaque 12131J2022 Yes Yea Yes N!A Composite Edge Fiberglass Single Door veto 5idelte(s) (Inswing/Outeving; XO, OX or OXO aronfigumfiona) 6 f. Therma-Tru Flbar.Clasalc and StmoothStar Nominal a&z39;D &quctlmpact&quot Opaque 1213112022 Yes. Yes Yea NIA Composite Edge Fiberglass Double Door with or Yathout Sidelites (Inemng/Outumng; XX of OXXO configurational, 7 g. Therma-Tor Fiber-Classiq.gntl Smooth-Ftnr mina) # 8 uotl u No 68 38 &q mpatX&q ot, Glazed i 3112 2l 022 Yes Yes Yes N/A Composite. Edge Fiberglass Single Door (I nswingldutswing; X configuration) 8 h.Themla-Tru Fibei,Ciasslc and Smooth -Star Nominal 88,439;8 &quotlmpact&quol; Glued 12/3112022 Yes Yea Yos NIA Compasiie Edge Fihor@ Pss Singlo Door with Sidelite(s) (lnawtng1Out5wng; XO, OX or OXO configurations) 9 I, Therma-Tru Fiber -Classic and $mcoth•Star Nominal ea0g'9 $quoOmpsct&quot Glazed 12/3112022 Yes Yes Yes NA Compcishe Edge Fiberglass Double Door with or \Mthout SldallleS (InsWIng/0utswing, XX or OXXO conflguraildna) 10 I, Therma-Ti'd Foor-Claasic and Smooth -Star Nominal8&#3"&quot;lmpact$quolGlazed. 12)31/2022 Yes 'Yes Yea N(A Compoeile.Edge Fiberglass Single Door (I naWng/Ouhawrig; X wrifigurou-) 11 K Therms -Tin Flnar•Cla.sle 6ntl 6mopthr5tar Nominal 8&1f39;0 &gUot; Impact&gUoi; Glazed 12J312022 Yea Yes Yes NfA Composite Edge Fiberglass Single Door Witt Sidelte(e)' (InswinglOutpMrig: XO, OX or OXO configurations) 12 I. Therma-Tru Fiba-Classic and Smooth -Star Nominal 8&N3g;0 &gook; Impact&quilt Glued 12131/2022 Yes Yes Yea NfA Composite Ed ga Fibarglase Double Doorwith or without Scalise (Inswing/Outswing; XX or 0)010 Configurations) 13 m. Therma-Tru Flber-Classlc and Smooth-;rtar NOmin2169091,6 &quot, Impaot&quo1; Opaque 1 D 2022 Yes Yea Yes N(A Composte Edge Fiberglass Single Door with &quot;Non•Ifnpaet&quot; Sldellte(s) (Inwvang/Outawing; XO, OX or OXO configurations) 14 n. Therma-Tru Fiber-Clawo and Smooth -Star Nominal 6&113" &quctlmpact&quail Opaque 12131=22 Yas Yes Yes NIA Composite Edge Flbergloss Double Door with &quotNon-Impaa&quot Sidelite , (InwenWOtnswlno; OXXO configuration) 15 'o'.Therma-Tin Fiber-Oloa&icand Smooth -Star Nominal8&#39, D aquot; Impactaquoll:Opaquo 12131f2022 Yea Yes Ybs NIA Co=.a Edga F11b rglaes Single DeorWth &quotNon-Impactaquot;Sideiita(s) Inswri Outswin :O or OC nfi arat'dns I . XQ X. OX o.. I. ( 9 A A ) 18 . r F) ,C ss o- P. Therma T u per sl and Smooth=star' p N ml alb a39 U filth's & uof Opaque q n & D a ct O &rl p q pan.. 1 4213 f202 2 Yes Yes Yes Nf A ' Compoalia'Edge Fihergiaas Double Door with 8quot;Non, mpad&quo[ Sldellioa(Inswing/O.I. ing; OXXO configuration) 17 a.Therma-Tru Fib -CI... I. and Smooth -Star Nominpi 8aosg;.8&quot;Nan-Impact&quot; Opaque. 12J31 Q022 Ye. Yas No NIA Composite Edge Fiberglass Single Door (Inawingloutawing; Xconfpurefori) t8 rTharma-Tru Fiber-Clpsalc and Smooth -Star Nominal 8&#39;8 &graC Non-Impact8,qum Opaque. 12)31f2022 'Yes Yes No NIA Composite Edge Fibergbss Single Doorveth Sldelte(s) (Insv4ngfoufswing; XO. OX a OXO configurabena) 19 a.Therma-Tru Fiber-Ctasaic and. Smooth -Star Nominal8&#3g;B&quot,Non-impacAquot Opaque lWlf2022 Yee Yes No NIA Composite Edge Fiberglass Dauble Door Wth or Wthout Sldelnes (Inswing/OuMNmg; XX or OXXO configurations) 20 t Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#3e.0&quotNon-Impzatt&qucl; Opaque I7J31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door (In¢wngJOui-irig; X configuralion) 21 u.Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#3s0 aquot;Non-Impao*wL Opaque 12)3lf2022 Yes Yea No NIA Compozita Edge' Fiberglass Single Door with Sidelte(s) (Inawing/Outswing: XO, OX or OXO 22 v:Therma-Tru Fibmr-Clskeicmnd 8modlh-a"'tpr contlourationsi Nominal8&hsg;0&quot;Non- ImpactBquot; gpoquei. 12/31/2022 Yes. Yas No WA Composite Edge Pibarglosts Double Door With Or without $If elites (IHswingl0ulswing ,)QCor OXXO o9nfigurations) 23 :w, Therma-Trti Fibor•Classic and Smooth -Star Nominal ®&0398 4uotNon-Impaot&quote, Glazed 1213112022 Yea Yee No NIA Composite Edge Fiberglass Single Do., 0;1 {I RlOutawing; Xconfigurafon) 24 x: Therma-Tru Fiber-Classtc and Smoothatt, Nominal 0&#39:8 &quctNon•Impact&gUot'Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sdelhe(e) (Insvdng)Outswtng; XO, OXor OXO configurational, 25 y. Therm¢-Tru FINenClassicand :Smooth,Star Nominal BUGS;$&qudt;Non-Impact&qugt Glazed 12f31/2022 Yes Yes No NIA CompOalte, Edge Ribergiass Double Door with or Without Sk elites (Inswing/Outswing; XX or OXXO Configurations) 26 z Theme-Tru Flber.Closslcand Smooth -Star Nominal8&#39:0&quot;Non-Impact&quoY, Glazed 1213V2022 Yes Yes No WA Composite Edge lass Single Door Finer 9A (InswirlgfOutews3g, XOonfguraUon) 27 za. Tharma-Tru Fbar-Classic and Smooth -Star Nominal 8&039;0 &quctNon- Impaot&quot Glazed 121,31 12022 Yoe Yes No NIA Gompoaita Edga Fiberglass Skmgie Door with Sidelne(s).Qnswrig/OutaWng; XO, OX or OXO configurations) 26 A.Thermo-Tru Fibs -Classic and Smooth -Star Nominal 8&H39;08quotNon-ImpacAquot; Glazed 1213112022 Yes Yes No WA CompoNta Edge Fiberglass Double Door Wth or without Sldelitea(Inewin-pantmg;)CXor OXXO configuretipns) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 2 1 V2021 ! �. �).;VtL`�'✓1feP `^.'�. IV,2 „-: �_. e1(h.��C r�t�,.7�������h�"fa.�P.�1,iN1t��irf:5i'�Ii',�At�bS(�..q .. .r�.'�Y. -fY14 i3:.�,w. d1 �11�sr 57•'4 Arj." S!. �'F'., R7r Sfi,SGv YY(�:`�Y 41 �tp �n.�. �� V �a ✓ar�t'Ai+�, to ,..� P`�y. ..•)„Date ` �.ty",l, R'.: ��� .42A_ tr. nw M pets Pending aft MIN Version validated §apgi(apq FRC Adomvat A,arayag 5t9lut Reyl.ign 2020 MI Windows and Door's Brent 8arnger Lute Roberto Lomas .Steven M. War, PE 1010812020 1dCano20 10/192020 12f152020 Approved Category: Exterior DgN9 17177385-3300 PE-8251q r. 17)317.8454 subCatepory: Sliding Exterior Door Assembles bsfflIrwr4iamiwd,0wn Gomptlame Method: Eyaluatlm Report frame Florida Registered Architect ore tJCemed Mark% Professional Engineer p L#ti5992.R�9 _INuaucia• SLIgIlL 6ePgXang9 ApprOM ItOr Use Adproved for U¢4 lain 3 2tan §;@eJ! Produot.MdUal, Nran6or ar Ntme. Product boscrldlon 'Canlracl !%olinllon'bnro In HVHZOutelde HYHS ggg(g(gLQ J°y+pgpoly, i SERIE$420ALUMINUMSGD SERIES 420 ALUMINUM SOD OXO 12ff12024 No Yee No NJA 145314&quOt;.80&gwzt: NON -REINFORCED 2 SERIES 420ALUMINUM' SGO SERIES 420ALUMINUM$GD OX. XO. XX 12J312024 No Yce No NIA g6&Wct;A0&quct,NON-REIN FORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES g20ALUMINUMSGDREINFORCEDOXO IZG112024 N. Yes No NA 145314&qud;%sS8 quot: 4 SERIES 420ALUMINUM SM REINFORCE[) SERIES 420ALUMINUMSOD REINFORCED OX. 12r3f2024 No Yee No N/A XO, XX 98&quot:x9a&qua: 5: SERIES 42CALUMINUM MD REINFORCED SERIES 420 ALUMINUM eOD REINFORCED)= 12/312024 No Y. No NIA n43&qud;.06&qua: Florida Department of Business & Professional Regulation Suilding Codes and Standards Product 'APPrev 1 APpII tlon Detail Post of 2 11a2D21 qq I �-. 2 I @� � w ^M N W I, J R 1 A 1,"7 �r. i '0 ,h .s a ��,4 I�: 9,« ,��, ,: 5. r ^ ll ` x,r,. Fn1;,�. .�siuk.1.lA.3,�2rIR1Ant,:��.+k., .�., fl A, •�� Y1„ r,M s'. ,:. �� ,, ,1,,1: r ., r ry °, >rt a� r I 'ur °? � v.x, ANm. 1 rM. n .,.4.:� ( i4:. k1 A �IiW:, .. .'1,. m'A NN Y.'h",Arz..�' 0. .: 8r... 1 ) .0 .}, ','spr t'a. r,t„I��: x, ,P o r 14 tl GM Jtpg(y,p(, 2" 2" Data panel., ,20 Amyenlon Mantdadturar contact Ennmttr&Llo.nae Y1111"ed ft yalldeted gummed F80 Approval BpbrogeA AUU ROA810n 2D20 Way-Dalon; a division of Overhead Door Dweyna KariNh JohnS Soles Jeffrey P. Arneson, P.E. 1DA22020 DKOM20 10234020 12M5/2020 Approved Corpore(lon (33D)763.6121 PE•51737 (W4)821-5200 Category: FWarlor Doors dkomah411wsyna_c.h..c Subcategary:Sawmal Gvuster DporAsemMllas om Compliance Method: Ewalu tlm Report nom a Flodda Registered Architect or a Licensed Flodde Professional Engineer F 484620 Products - Oaaluv Assurance A-uned for Uss Aooraved for Use Impact 9Pa69D Aso a Protluct Model, N1anb;r Or Was; Product Description rootr exblrg(Jon Date It, H%MZ Outside HVHZ Itaila ant Pressure 3 8000/81D07820001105 9039,Me. width. 14039; Max height. Glazing 12I312023 N0 Yes Yes +31.00/-35,00 avellable In top. or Intemledlato section. 10 8D00/8100/ 2 11 3 9 W d 2 16&a39; axwM 14 g: Wax e' ,Glazin 1V31 023 M th Sip h 2 gl e No Yee Yes +30.00/4 50 available In top or intermediate 9edlvn. 11 OOCOMICDM20D 91124 168409; Max wldh 148#el): Max Haight. Glazing ID312023 NO Yee Yea +34,40/-39:36 available In top or narmedletesection Florlds Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page t atl 1 W021 Entity or )28l! $114 Date Pend run Type version Manufacturer Contact Endntla&licenase Vacated rH )(aAget@R Sula➢Itlgd FBC:Abumvd Apmovad Status RwA.wn 2020 Curves Division of AAOG.. Inc, Tom Richey UL LLC Troy Blarop, P.E. 1211 OW20 /2JO172020 1221/2020 Approved Category: Exat Of Doors 16411 494.2013 f.854)941-0880 SUbCategOry:Extenbr Door Components lun:rettay�gasetbldy.co Oornpllanca Method: CeYnOEatlon Mang a LIelM9 m FLmndat�Raaradr�la ,. OuaIINAsaurenae aRRlcdtllOrUse &sRroved nor Uaa Impact gift aegp product Modal. Number nr Name Product DascrfotlCm gg{dp,gj-egl,eggLpe(g In HVHZ outside HVHZ Resistant �.M 1 .1. Yo7; 727, 1 i 757; 777, and 847 Sin➢I® and Folm a Plush, Glaaed, and Lowered $that* and pairs of 12J312025 Yas Yea 'Yas NIA Doane hollow metal doom Code Ica version Milnumclurar ReMsion 2020 MI Windows and [)oars cmOpOflr;..WndOWa sullCmegoly: Slnole Hung Compllun" Mamodt Cortileatlon Mork or LlAung rggt Product Model Number or Name 2 115 $H Florida De rbnent of Business & Professional Regulation Fael cr2 pa 9U q Building Codes and Standards fr52021 Product Approval Application Detail 11 -,p r`�I •rr:='w,(orlvwzwnu+tl,7.', rn,hY!�)rthaardf,'h.MA ,I•?h^,ro:wau 1.:'kn'ke�sA+l'PnnSt-ldaa.,Jtr..o1k'.vJd9`44I").'3.u�rbv>dzi7(f'Tkq€'(���Y:r i to t iry or Dot. Dole Date Pending sat ,Corned gawm gLAilg♦ m Validated By Wildolad Summitt9a FDO Aoamval Bgglgyeg setup Brent ROinger American. Amhitoctwal Seven M, UrleK PE 111172D20 1 V172020 112V2020 Approved' t717)585.3300 Menufacturors Aaaocletion IN )317.8454 hsl(Nnper®ml'wd.cam O,, f 'ping' 3 Anaravea Its Use Agarav nd 1, Use I WAd 1290 Product DeseNIXlan Oornrdet Exolratlen Dine In HVHZ rhaald. HVHZ Resident pbesum 52x72 FInnongoFrom# IG/6G Single Hung 'I DfMW2023 No Yes No-601-60 Laroloelad Glees CU CU cn �Q4� } O�f+irr�✓ O C .� LL U 0 C6 0 0 Q �= 0 N � O M L 0 .� Cn Cf V/ 1 `V O /1 �� ..11.1y �V� JV u FrA FrI4 r tell Nc-N CP eu,t + ts:. r ce- Cc t ":ram (n (O C::; ' 1� Cam• u CD E W J__ �Y } O CLrL 0 5....I. a Lr� A�y) W U m CL O �- ICU W w Z Z J Z a SHEET N0, PA 1,0. I -_ .6-0 (1) (1) .9-- I W _CV (3) '$-' Florida Department of Business & Professional Regulation Pogo 0 of 9 Florida Department of Business & Professional Regulation Page 1 oft Florida Dopertril of Business &Professional Regulation Poe. I of I Florida Department of Business & Professional Regulation Pogo I of 2 -0 > 0 = Building Codes and Standards 112S022 Building Codes and Standards 1&2021 Building Codes and Standards 11piZO21 BuIldIng Codas and Standards 1 &2021 E Product Approval Appli alljon Detail C Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail P 2 -=3 CL = 0 (1) 2 N ,� "I" 12i, ... _1 "I �' (1) C�L 0 L- — I I ' 911, Li"M ptw:l , , M­�­­' Entity or 24k DataftridiDa ,. I , W *_�' 'I. I - = Clio -0 D_ Im aa version xUkaL%j= contact gualroeter&I-camig validated YWWAM = SUlgifilitifild FRO Awroyal Ra Approved §MU " ma version Manufacturer linfithr Or 291 allis (Lat, Pendima DA11111 C a ol a ot Spain- A License Validated Ov Validated eubmut$4 Poo Approval Approved §= "a -MIN guilijign M,-N,t,,r emirs, a Do Dale Contact Enninoor&Uccifiga Y.111dow Roy Valkiwed gub.[H.d pass, P#Itdfta NA FI&CA-roval Approve am QO �ku Atsirldro, SiAtfillgit" ulft.% Dele, W9 Roma" Ma Condut Fnclno,&L[,,,o Vaild,load gh, Validated ligiligiJigag PAC Aggravial A -Dyad aill - 7m ,-,-' 110 ai Revision 2020 Thet-ma.T. C.rp­Wn St.- J..p.n.- Lyndon F Schnnidt. RE Ryan J. KinS, RE. 10M712021 . 09118=21 10113)2021 12M 512021 Approved PGTIndu3trlo6 Jan. R.-Id M.hd-O.de BCOO - CER Mi.mil-D.d. SCCO - VAL 11105M20 1VOW420 1111 V2020 Approved R.Pilsion 2a2a MI Windlass and DO.$ Brot aftlinger Anti Archkovoral Steven R UrIch. Pr 101081`2020 10113a,7020 1 0/1 W2020 Appraved Provision 2020 MI W.dcovs and Coors Brarrit8flBrigar American Arditectural Steven fA Latch, PE 11=020 11/22f2O2O IU28121320 Appro,firdi 0 4- U) . Category: 5darior Doone (800) 843-7628 PE-43400 (61s) 767-6555 Affirmation 2D20 Cohrovey; Wrid- (941) 486-OiCO (TOP) 315-2590 CatilloW. Wridwa (717i 365-33DO ota,urf.O.ries Atwisli. (71T)ZIr-8454 category: Windows (717) 3115-3300 MonufactuarsAssoclatim �717) 317-84dil = = CZ — V5 SubCarthillory: OvArriling Eitterior Door Assemblies sjol"norrathomralru,co on OutiCateacry: Srsfie Mono Jrwoosildilpondw-ultex "Catogerin Horizontal Slider befUhii.nMorrhad-corn tubCatognify: Filled b0hatrainli-d- (D -0 0 M Com PlIancif Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Compliance Issued: Cortiteri.n Mork Or Listing om Compliance Motho&. Coallfication WfK or Lifining compliance Method; Cectific.0- Walk cr Lieng -2 5 -0 Professional Engineer I I . . . � . � I L I 811111111 I PL#204111�frf �raduats I otul A,,-- Acclocivad for Use Aw,,d fall use wma W" Approyard for Use Approved L for Use IRDW Doslan I . 0,,IhvA--, Aresovadfor Use Awaved fall U, linfifict Efielon, 0 21 = 0 3: I ali W2M Approvadforl.1so &WJWLMLUN == US= U" Number of Name I = ELQAMdDugd= Contra��Ot2qu In HVHZ 29WALbYbZ Roslatiorl paidial §121 L Number n, Name ' Ag W 'll Pnoduct D-dattiont candria"Poknotion Date In twz oulaido +IV)IZ 11-Istiord Pre -re ft9i product Modal, mroot or AIg01K Product cescrilotho Contract Expirigion"t tit HVHZ Outside HVMz flosingolt Pressure = 0 LL SO-11 Product 110i iturn bar or Name Product DitgOtipticen oLgInAtion Date in cominicify __ Hvtiz Outside HVI11Z Resistant foreastins P, n hisceffle mpmct) �Yl Ringf. Htirio vom_ Yes Y.. Yes, NJA t .S I 1J1'n2svd Plane, From. 7L3.02 Insulated Go ... OwWO24 No Y.. No -051-58 i iss PW 73 � 72 Intu,ist.4 CA- 04103M23 NO Yes No -66/-00 = . - (D 4­0 I — CU 1 ta, Therine-Tru Filper-Clamia and Smooth-Stibt Nominal 0&#39:8 Sqtuct4l,lon-Impeorttiquot Opaque 1213112022 Composite Edge I'lborg law Single Door No Yes No NJA Li C) M C) > /Outswing: X -0 2 4. Therma-Tru Fiber-Clasaic and Smooth-StIer Configuration) = 69030;8 ILquo�hlon-Irripsouquot; Opaque i 2131/2022 No yes No NA .U) E 2 Cc modeling Edge Flberg law Single Door with (3) (1) L- Sicleake(s) (InswingiOutoWng: XO. OX or OXO W -I,-- a- -fig—Ji.n.) . U) m C_ 3 C. Tharma,Tru Flear,Classloonol Smocith-Ster Nominal 69*39;8 &qmot,Non-1mpso1&quot Opaque 12131/2022 No Yes No NJA 40— = M .6-0 Fiberglass Composite Edge Double Door Win or - C W F < without $icli (InseinglOunsiving; XX or O)C(O -0 . P configurations) 4 d. Thatmat-Tru Fiber,Classic and Smooth -Star Nominal 7WO;U 6quot.Non-Impotaiii Opaque IV3112022 No Yes No MIA Composite Edge riblarg lam Single Door 5 9. Thefirl Fibeir-Classlo And Smooth-Soor (I ' svolrlg/Out�lrg; X configuration) Nominal 7U39,01 &quct�Non-trnpaotllluquol� Opaque 1213112022 Composite Edge Fiberglass Single Door with No Yes No KIA Sidellige(s) (IniswingtOutsvving; XO, OX Or OXO a I Thernna-Tru Flboar-Clam$c and Srnoolr�Stsr configuration*) Nominal 8&#39�O aquotirlon-Impactlicloot, Opaque 12131 t2O22 No yes NO NiA Florida Department of Business & Professional Regulation part al Florkia Department offtslnesa & Professional Regulation Poe. I Of I Florida Department of Business & Professional Requ lation on. I OPP 0! Composite Edge Flicerglaoss Single Door Building Codes and Standards 1*2021 Building Cbdes arid Standards tP112021 Building Codes and Standards 1021721 (Irtswng(0utswhg; X configurationj 7 g. Thottrall-Tru Fiber-Clascoc, and Smocith-Stor Nominal 8&#3Q;0dquQtNon­ImpacV&qQo1:; Opaque 12t3112= Comp.sito Edge Fiberglass Single Doorwith N. Y_ No NIA Product Approval Application Detail ProdUctApprovall Application Detail Product Approval ApplICAtIon Detail Sidefie(a) (I havroglOulevving; XO, OX a OXO � , �Ko"".'.,,"' "N", " � - " -q$' I `11111111i�11'4 11121 "'1'14'�'1011111 "ik'�lt",�p�,��,,�,�,'�,,�%,"""14'�!,"k,�,,.�� 0 Wn 1,119 I "Im�*��!;Ioml.�-'e'.�"l'.Mll���,,�,�Oi���l?i� I ""I '01, 1 "�i'!"""' ��' !"'t ' MIN i"`Ik � 00", 11 . L I � ' . A'RA 7;`" ""�"�"""f"4"'�"'� $4""�` Al oonfigurations) 8 h Thanna-7ru Fiber-Clatitic end Smoath-Stior Nominal 8&#39;0 &cootilhon-I mipactiliquot; Opaque 12131i2022 No ,(Be No NIA Compatuto, Edge Fiberaloss, Double Door Writ or �51,�"Y'r,loLw"",�.","�,��,,�""',I,'iI i��,�,,�,���?,,9�,�,Pi��,P,,),tt,',� , , , ." "Po"ARI'Ll ,".",i�,,�.iO,�,�v,,,,,�,yp,�ib'�k,,',��,Vm 112111111. finfitio 6, 2" Lids Bat, Ponalrd no 4& Folitir., go 2" 1. 11 ,", im, Penton, Dda = go 2" 111XII.Wou A" 4 Without Sidallgar, (IhswImg/OuIvMn9I XX or OXXO Idis, V'Mlo. Manufacturer Contact Validated sedsmutsoi POO Asioroyal Av,,Ovgd A&II& mm V-',, Matalfie,turvi- I Contact Initiator & Lk-onsy Vallclalagl at Validated sulaullitod P11C A-val A-mv, Atay, I A011211 Contact linginter III Llal= vall"O'cl Validated 21120111= Pat Awmval Approved R= 9 I- Thermal-Tou Filoor,Obimic arid SMDth-StAr oonil urattors) Nom Pa n I$&#39:8&quotNon­ImpaGAquot, Glazed 1213112022 No Yes No NA Affirmitition 2020 OBTIMduoM.0 Jon. Rolowshl mlar*mdo lacco- CSR Miant-Dede SCCO - VAL ill!051200 i 1105=0 1IM112020 Apiv-d Revision 2D20 Put Wind- and Doom Brent aftlingror Left R Lome.; PE Steven 4, Ukh, PE 1V(30020 406r�020 10119)2020 121iKOO Approved -Aft Affirittaflon 2D2Q PGT Inislel Joe% Retowssi lifflomi-Oade RCCO - CAR hftaml-O.de BCC0 - VAL iimnm 1VO512020 I Iti i/2020 Aprofolod Compotito Edge Fiberglass Single Door C*.06'r wrictows (941�406-0100 �1813) 315-2690 CWAAJOIY� wlnd.ws� (717) 365�3300 PE-6264 4 (717) 317-8454 Category: VYIndows, (00) 406-000 (746) 315-25N (1ruavriplOutawino; X cQnfraurdon) Subcategory: Rx.O Incoweeki(gitigrindusuteso Subcategory, M.N.A barlhOorarrilwd.orn awbostog.iry:'Mmolons, JocGowskilgIlponclusmeac 10 I. Thorma-Tru Fibei-Clamic and SMOOINSI)at Nominal 5&#39�8&quo%Non-1mPgctA�uot Glazed 12131=22 Composite Edge Fiberglass Single Door vylth No Yes NO NiA Ccorrillan.. Method: Coilflowl.h Mork Or LePting i , I I '� '� �':' Om , I '' I , I I I I I I I , � " 1� ' COMP114ho ' 6 Melthodl Evaluation Report tohi a Peddle Registered A,chlterct ore Licensed Flodde, C.Proll-ro. Meth.o: Corti Mork ortiving I ,: '� " On, ! �, I � , I , � I I I I �: , 1� ": I � : , ,� I 1, " " Sidellka(s) (I nswIr91OuftaWng; XO. OX or OXO , � : � , ,� , "' I I PWQ4;4tti � � � " : 11 I I � , 11 .1 , , :� , �: � 11 ,,: I , , I V "': ,�: : ; , , , '�' �: I �, I �� : I I � 11 I , I , , I I Prdlo,.wal Engmovtr " iownl'�fili3 � "��";" � �'):: " '' �' � � 11 �i � I � I : ; ,� , , , '' '' I � � � , , �' 11 ' , I I " 11 i I �, � I I :: , � : �:'; , � I I ,. " I 11 I I . I 11 � 11 k Th.,ma.Tru Filbet-Clasesto end Srracotlr�Starr conficuratict-lis) Nominal 6039:88quatIrlon-Impactil,quot; Glued IM112022 No yes No N.IA 11 � I I , I I ; , 11 I I I , autb-&LUMM Approved for Use Abor-fol for use Ineol uwjm I � 1:�� � , I I I '� , , I siatigWAg"Lo. I 1� : :. � I 11 I I I I , I ,� I 11 I I , ,,, , ,: " , I � �' I I 11 , " I 11 " I ,� I �' , I I I � � I I I �' � I : Quellity fiesurarom A=av,dJ%Llm A .... v,d for Us, Imsect Dessori Z Composite Edge Fiberglass, Double Docer,vith or 93" 2LIaj.d Moths, Number Or N ... Product Description C,rig:wL�fttal)ato iaHVHZ Ould5h HV blifitill Iligortioung � � ,� � , I I : , L I "I I ! � I I , I I AMA Prodson Modal. Humbar or Nam Product Description it U1111,112! Outside HV Resistant Isnamunt Without Stdaliwa. (Inswing1CutsYvhg;,XX or OXXO 5 PW-6�20 (I-Aroo oill"ll. Irnpe,iii Viny! Fl.'d Write" 04 Yes Ye. Yo. N,A 0,11orAgshumarA agglubtailutiLlital 6=0 Im ... I Danda" I Multorip tqAil Doons and Wincloova Aluminum Millions 05t2642026 Yes Yes Yes NJA 12 1. Therms-Tru Fiber -Classic and Smooth -Star wnfigurations) Nominal W39:09quotNon-Impadli,quot; Glazed IW1=2 No Yes NO MIA ItRA Product Modal Nuartur or Name 2 6784 Product D-losticort Contract FADIratian Ra In KVHZ Vertical Atimin.. mullion 1241IM24 No Resistant Press., Y., Yes WA Comitimite Edge Fiberglass Single Door (In,owinifrO.baertig; X obirftumbon) 13 m. Themna-Tru Filmr.Classi-nd Smcot!�Scr Nominal 7&#39;0 &quotblon-mplactS,quo� Glued 12131t= Composto Edge FiloorglamSinglis, Door with No Yes No MIA Sidelito (a) 0 roomr9rOutswing; XO, OX or OXO configurations) � 14 r. Therma�Tru Fiber-Clatisle and Smocith.8kor Nominal 8&039;0 &quotInIon-I mipaMcluol; Glazed 1213IJ2022 No Yes No MIA Z Composite Edge Fiberglass Single Door (Irims,1001OLMisving X confIguraflon) 15 o Therma-Tru Fiber -Classic and Smooth -Star Nonninal 89#39:0 &CuOt,fli MPROAqtrot, Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door win Sidelits(s) (I reaMnOt/Outswing; XO, OX or OXO oonfigurationa) Florida Department of Business & Professional Regulation Poo. i of I Florida Departmend of Business a Professional Regulation pej.ZV2 Florida Department of Buslihass & Professional Regulation F.D. 3 OT4 1B p. Tlrarm@�Tru riber-Classic and 8mooth-Slar Nominal 8&#39;0 8quat;lNon-I mpoclSquot Glazed '12/5112022 Composite Edge Fiberglass Double DoorvAth or No yes No NIA Building Codes and Standards I *2021 Building Codatforld Stamclards 1002021 Building Codes and Standards 302DR3 Without Sidelites (IrlitivinglOutswing; XX or OXXO configurations) Product Approval Appi Ication Detail Product,Approval Application Detail Product Approval Application Detail I W 17 q. Thermo-Tru Fibler-Classic and Smooth -Star Nominal 0A#3R:8&quOt:1NOn-Impad&qQol Opaque 121$112022 "On' to Pdga Fiberglass Single DoorwIth No Y03 No NIA ,,,, I i I ... 1, I I . I'll �� ";; I I - , T . 11 , 1, " 4 � 'r, , , 18 r, Therma-Tru Fiber-Clamic, and 9mooth-Star TI.h .Pom"I (I nawi ng/Outsyring; OrA oonfiguraflon) Nominal 39939:8&quotINon_Imrpsct&quot; Opaque 12/al =22 No Yes No NiA Code �' � ,,,,,,,, lw_""Vfv""'�� � amity " W Do V914 Pending DO St011 �Ift 2101. 2n . Van, Porldirto 21t 225111, Orgy Dr. 29LIL Dato plate Pending 91112 C-p-ite Edge Fiberglass Single Do., writ Sidelitats) and Transom (Inswing/Outisvifing; QIXO, DIOX or OnDX0 configurations) . I Vomits, M�feclum I)UM RW.I.n 2020 James Handle Oulding Products. Inc. C,,d,ct Engineers Licange vanamho Us Validated Submitted fac Approval Aports status Chad Clacks V, Andrew Tan John Southard, P.S, 0110512021 i2y'l4i'2620 OIffiWO2i ding FBC ApLpr. M= Morose, AtPowfathn, Revsictn 2020 A1,1,16 goud ffnaltuier & Utanea yw"gL& VWIddI,d submitted Nick Thompson Lyndon F. Schmidt, P.F Ryan J. King, P,F 02J16,2021 02115/2021 fill Amneval Aperoveol Mai,, 02024202i (34n3/202I Approved 11a Yersiern Manufacturer R.,later, 2020 OAF cmiact knot"Not & Wiggins Viddmo Dy V,Jid,t,d submitted FOGAMOYMI A-vad 111911111' Michael PiPth.lo Robert Memnon John W, Kriatevich. PE '12JISM22 1211712022 12rd=022 0210712023 Apiprov.d 19 Thermo-Tru Fibet-Clamic SmoothP,Star 'res Category: Panel WWa (liOg'i 546-8369 PE-ei"2 (S52) 567-2520 Category! care! W.R. (330) 922-2mg PE-43409 ifl�) 7374555 Q10013ory: Rooting (800) 760-3411 PEM186 I 954) 772-8274 9. and Nominal 6&#$O;B &cruck.Non-Impactilitclunt Opaque, 1 =lf2O22 Compoeits, Edge Fbarg lose Single Door vath No NO NIA subcategory: sang ch.dxI..k.4N­ha­d suticat.jouity; Soffit. rithamps-Q.I.W.- 9141CiPNQP1rY-- A.M.ItShlfigitls ­Ii.h@gsf.co. mi solislite(s) (in-virgiOulaWn! XO, OX or OXO . Compliance Isleillift Evatuation Rosen from A — compiler. Method: Ev.1.0. R.W fron, . Compliance Method: Evaluate, Reped it= a Cant nuous Head and Sill configurations) Florida Registered Architect Or 4 Lican"'! FI.M. Food. Reirlet.rod Architect Or . Licensed P1.0do Florida Registered Architect or a Licensed! Flat& 20 t. Tharma-Tru Plbar-Closol and Smicloth-Star Nom:ngl 88#39,, 0 &quc� Non-Impai*Mquot, Opaque 1213112022 No yes No MIA Promotional Engine. Pefmicn.l Eigincer Proltisel ... I Engineer Composite Edge Fiberg less !Zle Dow win I I I I I I I I . ScIelftsi(s) OnsvvinglOutisheing; . OX or OXO FLPIM3192,11tir lfiri;tju�ts � elmap-ga Product, I I I � : I M0124-AXIlantodum . I I I I 21 U, Therma�Tru FIDer-Clamlo and Smooth -Star Continuous Head And Bill configurations) Nominal B&939;8 &quot;NOn-Imps*t&quot; Glazed 12/31/2022 No Yes No MIA Quality Aeouranno. Approved for Me Approved for Use Imaw D"M I I I 1 Cuality Asm,raicss AwrcYW fw Aos,.Vpd for LIPM isiRld Motion QuathrAssurance Approved far Us. Approved for Use tat= P" Composite Fdge FIbarg lam Single Door tunt Aug Product Model, Number or Name Product Descrinflo Contract Exp4ratlon Date In MvHZ QUtz1d@ M Resistant Pressure Sea 0 Product Modal, Number q, Norrop Product 0 ... ripid- 41 HVHZ Contract Exp1milan Dot. . Outside KVHZ Resistant Pressure §W !== Frodma gmilition Contact Expiration Date In HVHZ Outside HV Rgelvarit Eguli I SIdaill (In&Wng/0ut%vyng; XO, OX or axo 1 Compl.rh Lap 814ing 111cor."mant lop ocling InV2023 Y. Yen WA WA 1 a, APQU0L;2T&quQt: Sofia Vent at Sold Vinyl Both IV311202$ No yes No N)A I I!rlulslo in F BC nm-HVHZ Fiberglass retrial 3-tob. laminated, 54ob and 1 ?J16=5 NO yes MIA N/A �' � 11nuous He Can Pad and Sill conflijurodoris) 2 Hardialclsok Lop Sidog 11,vir-d-rit I.P.IdIng lni/2023 Y. Y.. MIA WA 2 b. ol.qLat;Allanc. r4&qu.t; soffit vaot or 5ala vinyl sons i2i3i=2� No yes No N Itaitill.ticin. hififirldg. asphalt shbagles \" 22 v. Thefl"Iffl-Tru Fiber-Gas5iGpnd,5mQoth-St%r No minor WX11 i1quot;Nort-Impacrtaquot: Glazed 1213112022 No Yes No NiA � ,c. &qvd:GreePr1prar Vintage BoRdlidUU: Sohn Vint or Solid Vinyl Soft JVIV202$ No Yes No MIA I Ownposille, Edge Fiberglass Single Door with - 4 d' 4suct;Q549.0. Soffit Vent or solid Vinyl Bonn 12QIQO�3 No Yes No MIA \ � --� Sidante(s) (InswinglOutoWng; X0, OX or OXO ContInpous, Head and $11 confliturebons) 23 w. 'Theirma-Tru F;lber,.Clifisso arid Smooth-Ster Nom1na 1 W30: 0 &quot; Non -1 trips oMquat Cps quo 12/3112022 No Yes No NA 5 a, &q�d;Choouo, DoUquot; Soffit V.rt arr Sold Vinyl Safe i2M1f2O?3 No Yes No NJA 6 f aqL.t'S-P.' Sp.irsitugt; stfir V.L or Sell it Voyl Soffit 42/31n023 No Y.� No NIA M � , , C1%J I'm � P�) � . Composite Edu a Filps It law Door P a nor$ with Vented 4= Si dolill (I n%Wn g,10 utswingi XY,'�lft or XXXX C%J __ ) configurations) - I 11 I . 24 x Thermo-Tirti Fibisr-Classio and Smgoth�Slar Nominal 8&039;0 8quot:hlon-Impeohiliquot: Opaque 1218112022 IN O Yes No NIA 00 _- '_ I '�� - , � , Composite Edge Pibafg lass Door Panels with Vonted = . = �_' " x � SidolWa) (InswinglOutswing; XX XXXor)O= = . .�_ _,­� -. configunations) V; ".. '�L 2s y. Thermil Floor-Clmolo.odgetcoh-EU, Nominal 6&N39;8&qucA;N.n-Impoct9quot7, Glazed 12131/2022 No Yes No NJA = _ C"� - "I j=. L ,:Z , , Composite Edge Fibargle"Door ParibIsiefthVentad 0- �­Lv axn _' -­ '�' , , Sidel (InswinglOutowng; >M )O(Xw X)ON Florida [)apartment of Business & Professional Regulation page I oil Florida Dope rtment of Business & Professional Regulation Page 1 of 1 Florida Department of Busirkess & Professional Regulation P%gP I of I L��' "�' .'�. , I 26 z. Thermist-Tru Foer-Classio and Striouth-Stat, winfii;iuralions) Nominal 8&#39;0 &quot,N0n-ImeacI9quot Glazed 12M/= No Yes No N/A Building Codes and Stancigirds tonal Building Codes and Standards ib2D21 Building Codes and Standards 1"21 -1. - ," 3� _­ .' 1 ­." ID Composite Edge Fiberglass Door Panels with Vented - W r . ­ ��- �;;, ' - t�" Sidelitia(r) 0 ritV.4mg/OuterwIng; XX, XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ". -I ;� L :'L "=� V�� configurations) go� 1 � _:: L��' I I . . r, 1� I � -11 � � " '_� L � , � ; ............ ,�k " "I , , , NMI I R , , , M0NN"11!'?",,T00' "iT,,19�,f�%4i,W-�IT?k?A�,,�'f$k"��4 fIffl-Iffif .. � I - �%O'F.J�ggtlojV " 27 za. Therma-Tru Fiber-Classim" Smootti Nominal 138439;8acturc(Non-Im"GISquot; Glazed 12131/2022 No Yes No MIA C"pool Edge Fiberglass single Door with 3&Al . - ' . _ ­­ ' " - Sidclite(s) (InevinglOutsvinrig; XO. OX Or OXO . ' I'll i t ,4 "r " '� ;,"""", "', - -.11 �� .1 -.1 ' oorifturations) 229 lintlivor 2111111 4illi Dole P'nane AU 20A loam 12�11 Pat Date Pending Alk rao Ifitity a date RAI 00 Pondina go = ��'_' - �. , � 2tt zb, Therma-Tru Flbor�Qlassic and Shrooth-Staor Nominal 61kirse8 Squot; Non-Impacitotcluot; Glazed I 2r3112022 No Yes No p0A .'No Vml,, Manufficturiar clardoet linalromrA LI ..... Validated 0, Validated igulam FaCA-royal Ana,v, adult MOU m4mim Mmalfachmor QW= engineers Ligoune, yotild" ft Validated atibei Pat! A-raval Apgrowd But a Tim. Venal., Manufacturer .. roubrolft.4 FISC Arin. Approved Ccinfact ffnaln- Pit Lt.- Validated By v0doll status .- E - I'% C'.'� Compoete edge Flberg law Double Door with R.V.1� 2020 TAIPIKO Building Products LLC Korn Won Robot NI.Hn.n John W, Knoulsvich. P5 1DA412020 oanwo2o 102nO20 121IW2020 Approved Revishm 201Q LV. Iffirripson. Inc. dos Thompson Arcill4tillulfil TODY ChNotman Zachary R. Priest Steven M. Until, PE 09MV202O P91114020 psr=020 i211612020 Approved R.vlatoh 2020 Floddre Moist Product$ [no, ClatkJorhes James L, Dueler, RE.Q Steven M. Ufth, PE OD,2712020 09,250020 10)0412020 12/iW2020 Approved I '�"'L .""�;.� ,: " 30#59:0 Octal (lnA,rAn9tOvtsv%!ng; 0)%O Category; Roofing (417) o124�0844 PE-59188 I054)?72-6224 Matais omany(TANCO) C l6l2ullea-3406 PF,74021 (717) 317-6454 calteciply; Rettig! I904) 742-840a CAUCK Engineering t717) 317�8454 1'1'o "�; j'� . 20 = Thormoo-Tro Filbor-Clasvici and Strooth-Sper configuralicri Mammal 0&#30;0 liquot; Non-ImpaoAquQt; Glazed 1213112022 No Yes No NJA Subcategory! Undarloyments ksrH_advrQAmk..aom codogery: Procting Sup0alegorir: floolno Apoessorl" that Are an tontrapQrnekoocining,com S.1cColhoonry: RborinO A-assorlo. thot we do lm.9r.1 pen .fine 0.0rig System V1.rkQfiAmd.Lc- PE.31242 i�:� � ' r� � 11 Composite Edge lcibe%7 Single Door with $909;0 � ng; X0, OX or OXO Compliance method: rvatustlon Robert soon a ripiddo ROgIptead Arthinsat or a Licensed Florida Integral Port otilhe Rooting System Compliance Method; Evtluotlon Report from a r-L ."� I - oorifiqu�&6'ns Poloestanal Engen- Compliance MoThod: Evaluation Repoli torn a Pierce RoglitteodAtthitact.r 2 Licensed ROO Protes.l.ral Engineer I � � 30 zd, Thorma-Tru Filbor-Classic and Smooth�Star Nominal 6&931:0&quot%Non­lmp*d&quot Glazed 125V2022 No Yes No NA �" � , I , I I , I �' I I 1, I I � I I : � ' � ,� �':� � I ,� � , %:, 11 %� 11, , " '� �­ I , I , � , , � ' ' Florida RegistcrodArchited wa Licensed Florida Professional Engineer I I I � . I I '� : ' " ­­ ComposiliPa Ed 0 Fiberglass Double Door with I floioiumiat"': , �: '�' : '' � ' � "I , , I I I �' � � � L:� � !, :' :1 � , , , I '' , �� I � I , I 1: ' : , � ,� ";' 1� L, �' � � I L' : I : � I �" � i '­ , �� I I � , I I I 1, ,'' I I I I I I I I I : � I ,; �r '' �" 11 �, �'� � w ,� , '' '' �� '�! :1 glebrina"LA40rawet , , I " , I I , , I I : I �!'� " , � : , , , I I I I 11 1, I I I I I 389S9;0 SIdelt (InsyAng,fOutawIng; OM A- -as ties Aftrarygot for UIl Nam go" , , I I I atilligggirs'46-Ot. � �' , 1� � : � I I I I I I I I � I I I I I I '� , 1� : ]� , , , , , , , � � , , , , I I " Therme-T Frtiar�Clmec Smooth.Star motiouraitl6n) sw fl,,dl�ctlhladol, Nurob-thunt Product Doscrinth; Connect Exciration D.A. In Lva outside, HVNZ Ro,l,t,.i Pirvasury I I I I I I I I I I L I I I I I I '' , Use Quality Amoroso- Aporgited Lq Use ilippragod for Vag URVI 2WE 31 ze, ru and Nominsil 7&49;0 &qUot;Non.IMpaot8Auo� Shaker 12/S112=2 Series Composite Edge Glazed Fiberglass Single No Yes No N/A 1 TAMKO Roof Unck,hymenits (HVHZ) Roof wridedayments for use In F BC HVH7 OW9/2023 Yes NO NfA MIA Awl Producri Modal, Number or Name Quality Assurance AgMr0yWfor Us# Aggroved P ... slat Doss -mid- C.*..t Elasiraffical Dale In Myhz Cluirsid, for um 20111111:1 FIVHZ Resistant Prit'suns li Product Modal. thorrear Or Mom 3 Z- FLAMCO &qu6t!RV 1O Ridge V#mt&quot: Qrdrag�fti;ajaj all HVHA Quiselft MY Bas�� Pre -re L-rAftt� it tot oltorl rooft fabricated 1 4 No yes MIA Door Yierth or Without 19439:2 Slidalkili (Inawng(Outswirso; X. OX XO or OXQ conNumbona) 2 TAMKO ROM Lifearilly-ft NOM-HVHU) luredictici ROM lnclallayrra�ls for use In F RC rm4­1V14Z 05011/2023 No Yes NAA WA I TAMCO Flat Top OIIILRP Vent with Baffle for Tit 20 ga. Flallo rwrvorotIlidar "Ith core 09*012026 Yes Yet MIA MIA from 0.4126, Adunin.. lurisdWons. 2 TAPACO 0opume,* Vent Is TAMC0 Off -Ridge Rod Vorit -rith Battle 26 ga. OsP0912M No 20 Va, static roofyorrilliator with Integrated parts, ON912ON Yes Yes NfA -01-52.6 Yes MiA WA 4 TAll Round Top OTAIdge Vord vrith S.M. for Tire 26 On- static roofvorrillarlor Win toMe OSIMM Yes Yes NfA N/A Florida Department of Business and Professional Regulation Florida Departnitil of Business & Professional Regulation Pegg 1 0 1 Florida Dopa�firnarrt of Business & Professional Regulation Poe. I V 3 Florida Department of Business & Professional Regulation PQOQI oft Building Codes and Standards iW2021 Bufldin�g Codes and Standards 16112OZI Building Codas and Standards 302023 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W ��"%-' 11111141EIIAI % WOM V , �"','­"'� * � L 41'X 111 " "a version "fir"Me""" DR.=,W,n 2020 Lom.n. INny or Poll go Data ftrulln, AU coolsol Istalmser A, Li— V,UdM,d 0, Validated Submitted PAW A-mino A,,,,v,d Baia Ketone May J_ L Sumer, P.E' Steven ". Utica. PIE 1 V23=01 1112312020 1Ir4nO2O ding FRO App,, �1111111 mm veralm Manufacturer Ravi 2D20 Assn Roafing Basin, - R" 141. contact anairl & I.J."', Validakarl lay Validated AWkUIW And- Robot IAJP"C unnhom 6V.N.U- Gory W. W.Iks, i 1133M20 41102)z2o 2"20" Us rQC Auctioned Asoorelved ALAW, 1110612(120 Approved 0000 D" Vanion Manufacturat Revision 2020 Global Protection Products. I.I.G. chuty or 2" 211ft Dole Penicillin 291 contact tualnear & Losses. Vadspod Ily VWMod aubmftt#d 1110ADwovall Awro litat"At Tim Robinson Wallor A TUIR Jr- P.E. John W. Knezvlon, PE 0910&?DZQ OVOSM20 10MV2020 12/l,Y2OZO Approved (D FL#5259-R31 awl zLtv 2M 20 PA10 DO Status Category! goals (501)98316163 PE-31242 (717)317-6454 Category: Pocono (801) 38W91 Service, I.I.C. 4205) 85"11% Coloonar. Shutom (964) 889-7545 PF,44167 (D541 TY2-6224 DConte .M Revision -43r VerflOn Manufacturer Engkia" Validated B Vallclarted Submitted Pending, ARRroyjW Approved 2020 TH GLASS USA Maury,Alpert, License John W 1012612020 1012212020 EN 12/1512020 Sut,Cgdail-ryt Rootho Accessories that we an Integral Petrofina RopingSy4hern CompliamnaMethod:Evaluallon Rapert fromm klelaylitloman0000m SubC2t.earr. Floating TI" Comfulmes Method: Evaluation Report from a FvolUalloh RobinAndertiongbored.00 . &O'Catectery! Storm P.Na compliance Method; Evillustion Report from a Proarrctil-legerient.. m Category'. Roofing S954233133OSmalpert@polyglass,�m Robert Nierninen Knezervich, PE Ammuld Florld&RegisteTedArthltect�&LICOR"OFIQWa I Product Entity , �' L I I I Florida RagilalonsdAtChle,ct W a Licensed fields Professional Engineer Subcategory: Underlaynnionts PC-591 68 (954) 772-6224 11101/202D ProfesWonal Engineer I I PILP01204011 C"tibir � � �, I I I I I � , , ;'� � I � �L � �' 'r, � , " ! 111­� ' � ',I , f19M*l31L&WI6iQ11 '' � I 11�11 I I L'' I I I I I L I I I Quality Assurance Apbrmd for Val, Approillid I I � for V16 1i 2121M �Fwjiglirstw "L '' �� : '' '� ' �, � �' � " 1 1 : I � I I , I I I � I I I I I I Compliance Method: ,� , �, '�' I � % , , �� �'� : '' for.Utio. Aporoyfid Tor Use Dim am, Prad,6t M,d,L Number or =91LOItualaawA IlgJJP PaH,ir. ftl..n'��Co Quit,19, HVHZ fita,hal-t P,,,,, QuitiltvAs-no, Appro"ciforthit 6agirgoO for Use IMM pontwort E "uPahQ QuillbrAirsoinance Approved t1w is Goxohy - Shako. 814e, Coo at.. Split Old 2vii5t 12131,2021) Yes MIA MIA Ago Pfodua Ngdol, NWAllEgir &M Product 0-optim 'noubict an, I— Do'. In HVHZ Ounglid, KVHZ Resistant Pressure Evaluation Rigportfrorn a Florida Registered Ap" tWA� r at No- '� c ' I A-4 orTfli-aiiiittiech-A, DA-4 1 Product OncodsOld Contract Exiol'atibir Do, in HOZ Ownsid, HVHZ Rasf,&Aut pnoscon; L- proft* P-lypropyl.n. plastic, R..fV.t 12hOnO25 No Yes No '9?�WLW.6 Thatch &amp; Impact 1T Saxony 600 - State. Shok Aarripi Sptlf Shatie FliuProlilo-Slocki6h CA 1218112020 No Yes NIA NIA 1 20 Got. C.1-keld Brad 81- P.nel%IKVHZ '�M Corrugated G&Ivwlzsd Steel Storm Panels retained 12,131nom Yes Yes Y. NIA _11"aaaall" Architect or a Licensed Florida Professional M405noally Attached to Plywood DOOR, is oeo.rlysoo - slat., 8hAk:AWmip; Split Stick. I 9 8-y TOO - stake, $told Aornp� split Sh-k- 20 aPi-6.1,1.11,011.k., Slatea-1,:5011P Oliahe Flat Polid. - Rak.z CA 12131,202D No Pilot Proffle - Stochtor, CA fz6i'2020 No Fiat Profile - Rialto. CA IZ131=21) No yes MIA 141A Yes MIA MIA yes 141A NJA 2 24 Gage OtIvarit,dShcol Storm PanelsirIHVHZ or nor or cracks to provide hurricane prolection. Corrugated Galvanized Steel Storm Panels retained ln*112023 No Yes yt. N/A or hot by oroclvt to provide hurricane protection, = W 1 Engineer 7.7 ,.Jos flaomelona High Free. - Katy. TX 12MIQ020 No yes MIA MIA (D FLN259-11131 Pradlicts guality, AlitUrano a& gM� almlawgiam" limad 9"an 28 V11i, L- Press - Katy. YX i2131Q020 NO Yes M/A WA L :Z = U) ftq-# Product Me", Number or Nam Procluot Ohnfic pilot Eaftlinfigri EMInfition 0uIsId9HVNZ me ROSIstant f5i�1_27uro 1 Polyglass Roof Underissyments Rooling underl"ents 11MV2022 No Yes N/A 4WAI-622.5 I Polyglass Roof Undarrayments (HVHZ) POlyglass roof undertayments for use in MIMW2023 Yes No NIA N/A CC HVHZ jurisdictions. > 2 Polyglass Roof Undififtyrnerits (non-HVHZ) Polyglass roof UnderlaYinerits,rof use In 1 n3r2m No yes FRO non-HVHZ lu Hadictional MIA -NIAI-022,5 M 0 I Per yglass Roof Urgettaym ents (HVHZ) P0131fis" roof underlaymentsfor use In FBCIM3rA23 Yes No NIA MIA Florida Department of Busirl Professional Regulation Pap I of I Florida Department of Business & Professional Regulation P.O I oft Florida Department of Business & Professional Regulation page 1 Of I L_ 2 Polyglass Roof Undellayments (non-HVHZ) HVH jurisdictions. toolytilatis roof tlndtrlayrreritfi� for use in l2f2X2023 No Yes WA -NIAI-022.6 Building Codes and Standards I1=022 Building Codes and Standards V?12021 Building Codas and Standards 117=1 > CL FRO non -HVHZ)urIsdIaOorw. Product Approval Applicaition Detail Product Approval Application Detail Product Approval Applicatilon Data I 0- I Polyglass Roof Underlayments (HVHZ) Polyglass roof underlaymeril for use In FRC12`2=023 Yes No HVHZ jurisdictions. WA MIA 0 I < I I I �1 N V �' ' I ' 'j, I a pi W1,11111141"I �,��"'A",�",P�i,*�,�,i��l,�(���,�i�m- �"Il'I'll",Kli�""M�'ll'SL�%,"L����'l;�9,11'� , M, - � P��""�4" " �­, 1, ff'.1,111011 F "; "r, 11, " A' " ' ��'.' , 44 4 I I " 11,1111 I , gr�"c.gg 'ky' L R A 91" ffi"� "O � , I, 2 Polyglass Roof Undedayments; (rion-HVHZ) Polygoes roof underlayrin ents, for use In 12(2=023 No Yes NIA +NW-622.5 I I �A�'I'V.��,,�l"%,�,,�"kllt,V"IAI"'tli4�N't'llig��"k' Codo ,,, � , �'%&T , , 11, � 'W ' ' L ' 2114 Rik PAtg Nading 210 code 1110111i 20 Alk Pare Pending PAW g9A grififty p go J20 Date Pending 20 FBC norl Jurisdiedona, lete Y0im Manufacturer Cqnt4!p = & Upon" Validated Validated Sub!Dftd P1306ophi Aporovid statuo Ito Voisin fters"hichihe Contact Kpillyper 4 Locians Vollodul W Validated Substiffilfid PSICAPailraymI Ace,"d It" am vartitOn loartufalchurar Contact Frigings) A, Licata. VMI[d§M Bit xwwdm Aultil" PFICA-mv.1 Annrpv&d Slat- L. a 1 Polyglass Roof Underloyments (HVHZ) Porlyglasis roof underlaymenita for use In F00117123I2023 Yes No WA MIA Rtruioiori 2020 All American Shuttem and 0 lass Mkg Barbieri Frank L. Son nei P. E Troy Bishop, RE. 10120020 1011542020 190512020 12116=2Q Approved Neylolon 2020 Alpine Used L.WN ICC Ey.lustion N-us, LLC William Pyl. Rattan, PB 4041V2620 1 (02=0 llia5020 111051202D Approod Rovw.n 2020 Commercial Concrete ProgUottinc, ficbort0lis eAnnuot X Greenberg John Hoy 1211612029 1 21i 62020 12izemom cars Fosc Agpr� 0 2 Polyglass Roof Uridarlayments (rPon-HVHZ) HVHZ jurisdictions. looly0lass roof underlayments, for use In 12=023 No Yet NIA -MIA). MZ5 category: shutlerz SubCalsoorY: Storm Panels (1361) 712-9882 PE-0046549 (954) S47-0880 mikeboal lamertcan5hutte Cal.g.ry.,61-Wral Comp -re oaibodegclry� T ... o Plot. (321) 710�3377 I40Y) 6ai-1917 saM.@WPlrertv.ccsm Category: Structural Components Subcategory: Products lintrodwood at a RONJt of (813) 080-3707 PF-34240 1 ($521586-5311 p'.t­tgPd.'@Y.hoO.cQm =3 FRO non-HVHZ jurisdictions. Compliance Method: Evaluation Report from a Florida Regisher.dAtchiboctdre Licensed Florida I'scom Cmplimc&Motho*.Eyelvati�Repo�irma Product Eval.ution �irft N aw Ttthnolcigy Method: Evaluation Report from ill Professional Engineer , . I � , , , , F"My witi , :: � , � : I I I 11 I I " i I I � 1� I , I I I I I I 11 I I I . I I 11 '' 1 I I I Com011ance a Florld. R.glW..dA,.hIt..for. Licensed Picture PrOacasictal Engines, -Ill' 0 Flim roe Products I . 1 O.Wffy Assurance, ApPrOvefil far the Apor-diaeLlso, WM!a 200 11 P 77,44M fired I 11 L- SQQ # Product hil Number" Name Quality Assurance Alagroyed for Use Aggroved for LI Impact Design Product Description cantrasil.rAirstrathw ps in H�w Outside HVHZ Resilient Prmsu MA Prxdlw� Model. Number or No 1 17W BCG/AOI. 1­191,- Strength N Unip: 8) Product Dasaledon Contract LXDNUM age In HYPIZ metal Contrite. Plans 12/3112024 Yet Outside HVHZ Resistant Pressure ye, MIA MIA L#1 I I I I Qualiky Assurance Approved Par Use Anaronaid for use Impact Cast- a- 1 2492 Galvanized St"I Storm Panels 24ga Golvanizad $test Storm Penal% 12J3112022 Y- Yn Y" NIA 2 ITW BCO/Alofte Hinge Plate Metal Connector Plat. 12f3l)2024 Yes Yes NiA MIA fta 31 Prewar 10"0vidon I Expiration oat IIIIIIVMZ Outside H Resistive pressure < 3 17W $00"Ific Trulm 4 IIW 8COt , Aft" Wave Metal Connector Plate 12131/2024 yes Mew[ Connect. Plot. 12/31/2024 yes Yes MIA WA Yet, NA MIA 1 Quarry Promst or Commercial Concrete Products Pneowt and Nostrosood Con,wo, Litters 061251l2024 No Yes MIA WA a) C/) i ICU 0 M =:) < Q_ Florida Department of Business & Professional Regulation Building Codes and Standard$ Pogo z.f 2 302023 Florida Department of Susinetm & Professional Regulation P.O. I of I Building Codes and Standards 044120;i Florida Department of Business & Professional Regulation Builcling Codes and Standards Poo. 1 Of2 eralty" .021 WO i.— Product Approval Application Detail Product Approval Applications IDGIIAIII - Product Approval Application Detail 0 I L_ M : �� , � :::: � 1: , , I'll, ... I 1�� 'I � �_ I I � , 1,L . ; ' __ ­ , , I "I". I 0A Esin, Or 2" 2" Cato Proton, 2& .I 20A Intfity or Do Vice oat. Isaill 299 �� r .aft ftib 2* = Dab Parien. = " � " W C JAM V0,1211 mAntirp'tur. Contest Eral A License vAld#94 9111 PAids"Ited submiated! Pro Arigeavol Aponovad AWSM mu Von[,, Manufacturer Ocatesit Engineer & License YWIU.kltiw Validated submitted FaR Apel Averaged A" I= version martmixerer C-tsid firallne"&u.... Validated By YAMW tiltical Plir-Aluoreted A,,,s,d Rihm 2E C R.,A.i- 2020 Mrook Inc. C96gW Structeral ComPoriants Erin Walden ]CC Ev.1c.11. Sarvice. 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PSL 3 Timbe,r9trarid LSL P ... list $trend Lumber OW4623 No Yes NA N/A Lsmlhotod tifiron d Lumber 03/rPO23 No Yes NIA N?A I Alpha Alumlhtum Sold 6amp: Veftod Aluminum Soffill Alpha AlunilnumololicIA,amp: Vented Numinum OV50t2W3 No yet No MIA I 3 4 1.111 to mTi6Hs I a go. truss ocirmactair Plat. 12131/2024 18 ga. high strength trussoonnector plate I ZISV2024 Yes Yes Y.� Yes NfA MIA MIA 1A 4 TJ Alm Board SiNctural Composite Lumber oi, 0,14mod strand OW:1112oz No Y68 NIA MIA cmu &amp; wood seffirl cmu Urrip; Wood SHEET NO, I 6 MT20HO 20 ga. high strength truss ­aotor Plat. 12/21=24 YP' yo. MIA N)A 1� board Rim Board 5 Wary.rhoew ... Rim 9..rd Chonlod stand Board Rim 116ord 0343112023 N. Y. WA MIA, a 71.16, MiTill lAg.,ft%a corroctorplai.. 121TI0024 Yes Y. MIA NYA 7 TL2D, M720 20 94. i.e. connector shales 1VIP112024 Y" Yet MIA WA I . 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March 6, 2023 PA 11 N CU t/) -CD N -0 7 _C L ca., � O (A3)1 • Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to all 88T approvals listed below, CLICK HERE: Updated 121 M020 Simpson Strong -Tie 2020 FBC Approved Products Fa direct Inks to all SST approvals listed below, CLICK HER Updated1213012020 Simpson Strong -Tie 2020 FBC Approved Products For direct links to all SST approvals. listed below, §1dg K ucce Updated 12130/2p20 Simpson Strong -Tie 2020 FBC Approved Products For direct links to all SST Approvals listed below, CLICK HM Updated 1213D/2020 Q O L W f"1 'sStaterwd110e co1�1� - - - Fa additional Information regIi&rayinIFloriEN da's ftl ProdaI�uatgApproval oValSyata and Maml Da a county Na10 a Acceptance (NOA).C_ICN _ For Additional Infamatl0n ardlnq Flaltlas S[atswWaPrO t Apprrva18ys omand Mlam-0adeCount NCNce aACCe Cane( pA),c wE.�w For Information regarding Statewide, Product Approval S stram and Iom�•Oada CountyNotice a' dCe Carite (NOA), g„!�K l addlOnal Information regarding Florida'stla's Statewide System and MlSlri•0atl CW nty Notice a ARPc�apaRnLC HERE �..�.�,CD ^ � V/ FL#23$'S,R7 FL#10446-R6 FL#10456-115 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1 518" to 3- ". = 5 V CU 9116" and heights ranging from 4.5116" to 11 Concealed flange sea # Product Model. Numtler or Name Product Descrintlon Sea # Product Model, Number or Name Product Descrlotlan Sec # Prodytgt Mode], Number or Nam* Product Description version (HUSC) available for models having width equalto or O O 1 Then Stainless Steal Concrete & Masonry Screw (iTN-SS) 114" diameter Titan stainless steel masonry screw 1 A21, A23, A33, AX A35, A44 Angles 1 BT, BTB, STH Brick Ties greater than 3-9/16". = L - 2 APA21, APA4, APAB, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCIB Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" to 3- 0 0- c 0 3 APB44, APB44R, APVB66, APBWR, APB88, APS86R, APS1010. AP6101 OR, APV644, Outdoor Accents Post Bases 3 CS14, CS16, C518, CS20, C522 Coiled Straps 5/8" and heights ranging from 9.114" to 16", O _ FL#9589 R6 APV044R, APVB66; APV866R, APVB88, APV088R, APVB1D10, APV61010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.83SD,S, LGU5:2SSDS Face -mount hangers (Cj O ++ %,- ((f 4 APDJT2-4, APDJT2R-4, APDJT2.6, APDJT2R-6, APVDJT2-4, APVDJT2RA, APVDJT2.6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24 LU26, LU28, LU21O Face -mount hangers O .�' AlaPrduct Model. Number or Name Product Description APVDJT2R-e 6 DSP, SSP', TSP Sluofto Plate tie 15 LU026Z; LU021OZ Face -mount hangers , _ E O 1 SD10112DOB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH61 O, APHH61OR Outdoor Accents Heavy Hanger 7' H1, H10A, H2,5A, H3, HO. H7Z, H16, H169, H16-2, H 16.2S HurricansTies 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- CD L � s- 2 SD9112; SD9212, SD10112, SD10212 Strong Drive SD Connector Screw 6 APL4, APL8, APT4, APT6, APVL4, APVLB, APVT4; APVTB Outdoor Accents Land TBeam-to-Column Tier, 8 HGT-2, HGT-3; HGT-4 Heavy GirderTiedown 518" and heights ranging from 3" to10-15H6", (n O �- 3 SD9112S5 SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APIJi26, APLH28R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 H824 Hurricane Tie, 17 MGU3.e3•SDS, MGU6.25-SDS, MGU5,60-SDS, MGU5.e2-SDS, MGU7.O0-SUS Face -mount hangers co�- 4 SDF2 4 4 F rStrong-Drive, C 2 3 , SDCP 51 22 2, SDC 22614, SDCF22700, SDCF226a8; SDCF221014, SDCP Timber CF Screw 8 BVLZ Brick lleiiesr l_adper Connector 10 H352-SDS1,5,. HS32.2-SDS3; HSS2.3-SDS3; HS54-SD53 Heavy Stud Shoe 18 MIU sense Bangers Faca-mount hangers available in widths rangingfrom 1.9116" to 5- SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CST2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HSTB Straight Straps 118" and heights ranging from 6.15116" to 19-112", 5 SDCP22434, SDCP22512, SDCP22614, SDCP227DO, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT42, CJT5Z, CJ76Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SOCR271400 11 DJT14 Deck Joist Tie 13 HTSQ18KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewedface-mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3.9118" and heights ranging ftom 3.1h 6" to 13-3/4". 7 SOS25112: SDS25134, S0525200, SOS26212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4; FC6 Framing Clips 15 LSTA9, LSTA12, LSTA16, LSTA18, LSTA21. LSTA24, LSTA30, L-STA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25800, SOS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed, 8 SDS26112SS, SDS25200SS, SDS25212SS, SDS253ODSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAt, GA2 Gusset Angles 17 LT620, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16" to 9 SDWF2716, SDWF2720, SOWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A•2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6"and heights ranging from 2.50tc 11-114" 17 16 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium Girder Tiedown Straight Straps FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15: MSTA18, MSTA21, MSTA24, MSTA30, MSTA36; MSTA49 Straight Straps FL#10667-R6 20 L$0, L50, L70, L9O Angles 22 MSTC28, MSTC40,.MSTC52, MSTC66, MSTC78 Straight Straps ,eiea # Product Model. Nu bar or.;yame Product Description 21 LCE4 Post Cap 23 M5TC4863, MSTC6883 Pre-SentStraps Sea # Product Model, Number or Name Product Descrlptlon 1 ATR318, ATR112, ATR518, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS9O Skewable, Angles 24 MSTI26, MSTI38 MSTI48, MSTI80, MST172 Straight Straps 1 BA series hangers Top flange hangers available in vAdthe ranging from 1016"to 7- 2 ATUDS, ATUD6-2; ATUD9, ATUD9.2, ATUD9.3, ATUD14, ATUD14.2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12 MTSi6, MTS18, MTS20, MTS24C, MTS30, MTSSOC Medium Twist Strap 1f$" and heights ranging from 7-118"to`30"i 3 BP318 2, 810112, BP1/2 3, BP5/8 2, BP518 3, 8P814; BP314.3, BPRTUD3 4 Bearing plates 24 LSSJ26LZ, LSBJ26RZ, L5SJ28L2, LSSJ28RZ, LSSJ2IDLZ, LSSJ290RZ Field Adjustable Jack Hanger 26 NCA2x10 12, NCA2x12 12, NCA2x8.16, NGA20016, NCA2x1216 Bnclgmg 2 DGBF aeries hangers Top flange hangers available to widths ranging from 3 al& to 7 4 CNW3/8, CNW112, CNW516, CNW3/4, CNW518.1/2, CNW3f4-5/8 Coupler Nuts 25 LSSR1 81, LSSR21. LSSR2.37, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable' SlojpeablelSkewable Hanger 27 RCW812, RCWB14 Wall Bracing 1/0" and heights ranging from 9-114"to 24", 5 CTUD55, CTUD65, CTUDW, CTUD76, CTUD76, CTUD77, CTUD07. CTUD88, CTUD97, Coupling Take -Up Device 20 LTP4, LTP5 Tie Elates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML28Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518"and heights ranging from 7-114" to 24". 6 N3, N4, N5, NO Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, 5P6, SPB Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1.3/4" to 21 7 RTUD3, RTUD3B, RTUD4, RTUD413, RTUD5, RTUDB, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from :9.1I4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU28, MMLU28-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4 5 Stud Shoe 5 EG5, EG7, EGO 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, ST1.2, ST181 ST22, ST292, ST2122, ST2115, ST2215, ST5215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 11- to 32-112". 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30T838, TB42, TB40, TB54, TB56, TBBD Tension Bridging 6 EGO series hangers Top flange hangers availabie in widths ranging from 3.618" to 7- 11 URS4 1/2" Uplft Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TW612, TWB14 Wall Bracing lf4^ and heights ranging from 11.1/4" to 37'. 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 hV to 6-718" 13 URSB 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB108, WB106C, WB126, WB126C; WB1143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips S GLTV series hangers Top flange hangers available In widths ranging from 3-114" to 7- 118" end heights ranging from 11" to 32". F1.410441-R6 FLM0631-fo 9 Ha series hangers Top flange hangers available In widths ranging from 1-9/16" to 7- FL#10447-R5 112" and heights ranging from 8" to 39' Sad E Product Model, Number or Name Product pes,arintlon Sea OF Product Mbdlill. Number or Name Product DesorinHon 10 HGLS series hangers Saddle hangers available in widths ranging from 5-V4" to 8-715" 1 OTT2 Hold-down fag..# product Model, Number or Name Product Description 1 CBH2.31x5:5, 08H2,37x7:83, CI3H2:37475 Concealed hangers and heights ranging from 10.1/2" to 28". 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DUUTF series hangers Faoo.mount (OU; DHU) and top flange (DHCTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 OSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9116 to 3-9/16" and heights 718" and heights ranging from 7-1/Z'16 37'. 4 HOU2, HDU4, HDU5, HOUR, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from9.1f6" to23-i5116"` 12 HGLTV series hangers Top flange hangers available in widths ranging from 3.114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1,61, HCP2, HCP4 Hip Corner Plate 3 HGU3,63-SDS, HGU5,25-SDS, HGO5.50-SDS, HGU6.62-SDS, HGU7.00-SDS, HGU7,2 - Face -mount hangers 118" and heights ranging from 14'to 33", 8 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42,HHRC42.2, HHRC411.81, HHRC44, HHRC5.25/3.25, HHR05.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116"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, MPA144 Strap -style purlin anchor 8 HRC1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5116" to 12-718", 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-118"to 9 PA18, PA23, PA28. PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7.00-SDS, HHGU7.25SDS, Face -mount hangers 3-9116" and heights ranging from 5-3/8" to 13-118". 10 PAI18. PAI23, PAI28, PA135 Strap -style purlin anchor 8 LSU28, LSSU28, LSSU210 Light Slopeable/Skewable U. Hanger HHGU9,OOSDS 15 HUTF; HUCTF series. hangers Top flange hangers available in widths ranging from 1-9118" to 5- 11 STHD10, STHDI0RJ Strap -style hold-down 9 TBE4, TBEB Truss Rearing 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,STHD14RJ Strap -style hold-down 10 TC241TC26,TC28 Truss Clip HHUS7.25/10 version (HUCTF)availableforall models having width equal toor 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSURC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than THAC4221 THA426', THA422.2, THA428-2 1/8" to 5-118' and heights ranging from 4-3/4" to 16-3i4". 16 HWP series hangers Top flange hangers available in wwdths ranging from 1-9116" to 7- tw? 12 THAI1.81/22, THAl2,06/22,'THAI21122, THA1222, THA1322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSL LC) available for all 118" and heights ranging from 5-;5V tc 28' , d 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed, 17 HWPH series hangers Top; flange; hangers available in widths ranging from 1-911'6"to 7- s,a,s 14 THJA26i LTHJA28, LTHMA Multiple Truss Hangers 8 HTU28 HTU28, HTU2IQ HTU26-2, HTU28 2, HTU210-2 Face mount hangers 1/2" and heights ranging from 5-318"to 32". 00 c ._ 15 THJ142-4-SDS3, THJM2.5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Faee•mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available In widths ranging from 1.9116" to 3• CCU 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-7/8" to 19.1/4" Concealed flange $18" and heights ranging from'9.1 tWto 18" 17 VPA2, VPA25, VPA3, VPA35, VPA4 Varlable Pitch Connectors version (HUC) available for all models having width equal to or 19 JS series hangers Top flange hangers available in width of 1-9116" and heights Ck: r j � 18 VTCR ValleyTruss Clip grestarthan2-9116". ranging from 5.3M"to7.1/4". 10 HU001.8119SOS, HUCQ1.81/11-SDS, HUCQ210-2-SDS, HUCO210.3-SDS, HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SDS, HUC0410-80S, HUCQ412-SDS, HUCQ5.2519SDS, HU005.25/11-SDS, HUCQ610- ranging from 9-W16"bD SDS, HUCQ612-SDS - s r v R IJ N� Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 VTn(;M Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 M-TteM Simpson Strong -Tie 2020 FBC Approved Products Updated 1MO12020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12lSOf2020 Per direct Inks to all SST approvals Isted balmy, CLICK HERE, For direct Inks to all SST approvals piled below,, CLICK HERE. For direct links to all SST approvals Mated belay, CLICK HER For direct Inks to all SST approvals Hated below, CLICK HERE For additional information maton regarding Florida's Statewide Product Approval and Maor-Dade Canty Notice of Acceptance (NOA),CLICK HERE For additional information regarding FIIXIda!9'Statewide Product Approval System and Mien Canty Notice of Acceptance(NDA) " For additional information regarding Floridas Statewide Product Approval System and Miai-Dade County Notice ci Acce lance (NOA), CLICK HER +For additional ionoI information regarding Flan 'sStafStatewide Approval System and Miai-Dade County Notice of Acceptance r.1 If:K HPRF 21 LB series hangers Top flange hangers available in width of 1.9116" and heights FL#11461-R5 18 SILBVI 56, SILBV1,81, SILBV2,08', S1LBV2.37, SfU5V2 56, SILBV2,,68, SfLSV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from 6-318" to 16-118'S S(LSV3.56, SILBV3:62, SILBV4.06, S/LBV4.12, S/LBV4,28, S1LBV4 75; S/LBV5.60 8 Strong -Bolt 2 (STB2, ST62.4SS, STB2.6SS) .Strong-Bok2 Wedge Anchorfor concrete available in carbon 22 LBAZ series hangers Top flange hangers available In width of 1-0116" and heights Sea # Product,Mociril. Numbe rj Qr Name Pixiduct Description 19 SILTT20, StDTT2Z S/HT714; HTT4, H7T5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-316" to 13.118" 1 HHUS210-s, HHUS210-4 Joist Hanger 20 SIMST60, SrMS172 Straps 118 mil (1 O 04) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THO-1­165S, THD-CS, THD-CS9SS) Titan HD Heavy Duty Screw Anchorfor concrete and masonry 23 LEG3, LE05, LEG7 series hangers Top flange hangers available in widths ranging from 3�114" to 6- 2 HRS6, HRS6, HR$12 Strap Ties 21 SP4, SPO Stud Plate Ties available with flex head In carbon steel and Types 304 and 3116 7/8' and heights ranging from 9" to 33-1/2", 3 HUCQ210-2-SDS, HUM210.3-SDS, HUCQ310-SDS Jolst Hanger 22 SSP DSP, TSP Shed Plate Ties stainless steel, or with countersunk head in carbon stool end 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 5- A TH002 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 THGQ2-SDS3, THG03 SDS4.5, THGQH2-SDS3, THGQH3SDS4.5, THGQH4-SDS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (rH037634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" tc5- 6 THGW3-3, THGW$-4, THGW4-3, THGW4.4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25168RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-114"to 24", THD50234RH, THD10212RH) 25 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available in width of 1.9/16" and heights 10 Wedge -All (WA) Wedge -All Anchorfor masonry ranging from 3.318" to 7.118". FL#11473-R8 FL#13904-RS 27 28 RR WP series hangers Ridge rafter connector Top florist hangers available in widths ranging from 1.9/16" to 7- Sea # Product Model. Number or Name Product Description Sea IE .Product Model. Number or Name Product Description FL616230-118 1/8" and heights ranging 9-1/4"to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM442-SDSHOG, CGQM5.50-SpSHDG, CCTQM3.62-SDSG, Masonry Piet Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4:62-SDSG, CCTQM5.50-SOSG, CCCQM3:62-8DSG, CCCQM4.62-SDSG, Product Model. Numbar or Name Product Description 3 H16,Hi8S,H18.2 H18.2S HurricaneTle CCCQM5.50-SDSG 1 AT+XP AT-XPHigh-Strength Acrylic Adhesivafor concrete ormason ry FL#10860-R3 4 HETA12, HETA16 HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.620-KT, ECCLQM4.62G-KT, ECCLQM5,50G-KT, ECCLLQMD3 62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry E 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor ECCLLQMD4,62G-KT, ECCLLQMD6.50G-Kr, ECCLRQMD3.62G-KT, ECCLRQMD4,620- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry §red # Product,MQQ@I. Numbaror Name PLR,dtlrtQosarjption 6 HGAMI0, HM9 Masonry retrofit con tractors Truss Kr, FCCLRQMD5 5OCi-KT 4 Strong- Bolt 2(ST82) Strong -Bolt 2 Wedge Anchorfor masonry 1 2 ABA44, ABA44R, ABA48, ABA46R, ABA68, AGA88R ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABU5.6, ABU65, ABU66, ABU66R, ABU86, Adjustable Post Base Adjustable Post Base 7 8 HHETAI6, HHEfA20, HHETA24, HHETA40 LGT2, LGT3-SDS2.5, LGT4.SDS3 Heavy Embedded Anchor GirderTiedown 3 4 HGUMS 25; HGUM550, HGUM7,00. HGUM7,25, HGUM9.D0 LGUM20.2, LGUM26-3, LGUM25-4, LGUM28.2, LGUM28.3, LGUM28-4, LGUM210.2, Heavy Masonry Hangers Masonry Beam Hangers 5 8 Titan 2 (T7N2) Titan HD (f'HD-H4SS, THD•HBSS, THD•CSOSS) Titan 2 Screw -Anchor for Concrete Titan HD Heavy -Duty ScrawAnchor for concrete available in 304 ABU88R, ABU1o10, ABU101DR, ABU1212, ASU1212R 9 LTA2 Lateral Truss Anchor LGUM210.3, LGUM210-4, LGUM46, LGUM48 LGUM410 or316 stainless Steel with hex head, and 316 stainless steelwith 3 4 ABW44Z, ASW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABWB6RZ, ASW7.7 A04, A04R, ACE4, AC6, ACOR, ACES Adjustable Post Base Post Cap 10 11 META12, META16, META18, META20, META24, META40 MSTAM24, MSTAM30; MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.12J9.25, MBHA3.12111,25, M8HA3.56f7.25, MBHA3.56f9.25, MSHA3.56111,25, MBHA3.56/11,88, MBHA3;56/14, MBHA3.66fl6, MBHA3.66118, MBHA5.60f7.25, Masonry Top flange Beam Hangers 7 Then Turbo (TNT) countersunk head. Then Turbo Screw Anchor for concrete or masonry V 5 BC4, BC46, BC4R, BC6, BCSR, BCB, BCS2-2/4, BCS2.3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MSHA5,50/9.25, MBHA5.50111.25, MBHA5.50/11.86, MBHA5.50/14, MSHA5.50/16, e C844, C1346, CB48, CB66, C868 Embedded Column Base MSHA5.50/18 T (cis 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2. CBS086-5DS2, CBS088-SDS2 Embedded Column Base 6 MSHU3.56/9.25, MBHU3.56111.25, MBHU3.56111.68. MBHU3.56114, MBHU3,56/16; Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with Wt ranging from 3.114" to 9.112" and FLR 1496-RS MBHU3.56/18, MBHU5.6019.25, MBHUS.50/11.25, MSHU5.50t11.88, MBHU5.60/14, W2 ranging from 3.518" to 7-112" MBHU5.50/16, MBHUS.50118 $ad # Product Model, NUM bor or Name Product Description Q 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series Screwed column caps, with W1 ranging from 3.1/4" to 9-1/7' and Sad # Product Modal, Ngtnhar or Name Product Description 1 X34610I& K, X1S1018, X1910164K, XOIS1018, X01 Sl016-4K 410.18 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L� W2 ranging from 3-518" to 7.112" 1 D7T1 Z Deck Tension Tie Drill Point 10 CPT44Z, CPT68Z, OPT88Z Concealed Post Tie Base 2 HD12. H019 Bolted Holdowns FL#13976-R8 2 XLQ1141`1224, XLQ114el224.2K 412-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 12 EPB44A, EPB44, EPB46, EPB66 EP84Z Embedded Post Base Embedded Post Base 3 4 FID36, HD56, HD76, HD9B HTT4, HITS, 1175.314 Bolted Hokiowos Tension Ties ft # Prog"citModel, Number or Name Product Dascrlpticn 3 XMQ114SI224, XMQ14481224.2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 912.24 Strong-Driv* Xiyl Medium -Hared Metai Seif•Drilling, 0 13 LCB44 LCB66 Embedded Column Base B 5 LTT19, LTT20B, LTTI31 Light Ties g 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22600 SDW22600, SDW22638, 81ron -Drive SOW EWP-PLY end TRUSS -PLY Screws 9 Topping Screws with #5 Drill Point and Medium Diameter Hex 9 14 LPC4Z, LPCBZ Light Post Cap, 2 SOW22634 SDWC15450; SDWC15800 SDWCTRUSS Screw 4 XQ11451224, XQ114B1224.2.5iC X11451224, XQ112S1224 XQ11261224.2K #12-24 Strong -Orly* X Metal Self -Grilling, Tapping Sor*ws with 05 Drill Point 15 MPB44Z, MPB86Z, MPB88Z Moment Post Base Strong-Drlve 18 P844, P644R, PB46, P666, PB66R Embedded Post Base FL#13628-R5 3 SDWH19300DS, SDWH19400DB, SDWH19OOOD0, SDWH19800DB, SGWH1 g100ODB Strong -Drive SDWH TIMBER-HEXSorew 6 XU3481018, XU3461016 5K #10.16 Strong -Drive XU Metal Self -Drilling, Tapping Screwswith 17 PSS44A; PBS46, PES68 Embedded Post Base 4 SDWH27400G, SOWH278000. SOWH27600G, SDWH271000G', SDWH271200G Strong -Drive SDWH TIMBER -HEX HOG Screw #1 Drill Point 18 PBVe, PBv10 Round Post Base Sed # Product Model. Num r or Name Product Description 5 SDWS18212, SDWS113300, SOWS16312, SOWS16400 Strong -Drive SOWS FRAMING Screw 19 PC44-16: PC46-18, PC48-16, PC64.16, PC88.16. EPC44.16, EPC46.16, EPC48-18, Post Cap 1 S8518x24, SB718x24, SBix30 SS Anchor Bolts 6 SOWS19600, SDWS19712, SDWS22400,SDWS27500;SDWS22512, SOWS22MOt Strong -Drive SOWS TIMBER Screw(Interior Grade) Q EPC84-16, EPC86-18 2 SSTB16, SSTB20, SST624, SST828, SSTB34, SSTB36; SST816L, SST820L, SSTB24L, SSTB Anchor Bolts SDWS228OO, SOWS22900, SOWS221000, SDWS221100, SDWS221200, SDWS221500 FL#U320-RO L. 20 PC4Z7 PC4RZ, PCSZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC8Z, EPC8RZ, EFC8Z, Post Cap SSTB28L 7 SOWS2230OD8: SDWS22400DB; SDWS225000B, SDWS2260ODB, SDWS2280ODB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EP08RZ SDWS221000DS Soak Product Model. Number or Name Product Description 21 PPB44.4Z, PPB44-6Z Post Base 8 SDWS22312DB0, SDWS22512098 Outdoor Accents Structural Wood Screw 1 DSSC843.5, OSSC846, DSSCB48, DSHS Bypass Framing Drift Strut Connector (D 22 RPBZ Retrofit Post Base FL#172-R4 38 9 SDWS2730OSS, SDWS27400SS, SDWS27500SS, SDWS2780OSS, SDWS278)0SS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fued-Clip Connector Sri/ SDWS271 OODSS, SOWS271200SS 3 FPHSD3431016, FPHSD3461016, FPHS034131018-5K, FPHSD34S1214, #10,18 and #12-14 Strang -Drive FPHSD Framing-tc-CFS Self - Sao # Product Modal. Number or Name Produot.D@sorlptlon 10 SDWV13400 Strong-DriveSDWV SOLE-TC-RIM Screw FPHSD34B1214, FPHSD3481214.5K Drilling, Tapping Screws FL#10866-118 1 CMST12, CMST14 CMSTCI6, CS14, CS18, CS16, CS20, C322 Coiled Straps If STN22 Outdoor Accents Heir -Head Washer 4 LSFC2.25, LSFC4.25. LSFC6.25, SFC2.25, SFC4.25, SFC6,25 Steel Framing Conri � M 2 HRS6, HRS8, HRS12 FHA6, FHA9, FHAl2, FHA18, FI-1.A24, FHA30, MST126, MSTI36, Straps 97 mil (12 go) 'S LSSC4.26, LSSC8.25, SSC2.25, SSC4,25: SSC6,28, MSSC2.25, MSSC4.25; MISSC6:25, Stool Stud Connectors 3aa # Product Model. Numberar Name Product Description MSTI48 MST160 MSTI72, SIMST27, S1MST37, SIMST48 MSSC426KW MSSC6.25KW r ��''I�+r 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, I-ITS24, HTS28 HTS3Q HTS30C Heavy Twist Straps . FL#18363-R3: 6 RCKW3, RCKW5.5, RCKWT5, RCKW3S, RCKWEBS Rigid Knee Wall Cpnneplor 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA13, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SGB43 5, 301345 5, SC647.5, SCB49.5, SCB411.5, MSCB45.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46.6, GH46-8, GH48-6, GH48.8, GH410.6, GH410-8, GH66-8, GH66.8, GH68.6, GH66- B, GH610-6, GH61D 8 Girder Hanger 5 6 LSTA9, LSTAI2, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115 ST2215 LSUBH3.25, SUB143.25, MSUSH3.25 Straps 33 mil (20 go) Bridging Connector sea # 1 Product Model Number or Name AS 18, AS 18SSI AS i 8S8 Product Description 18 ga. Truss Plates 8 9 SCS82-5197, SCS62-5J97, SCS62-51118, SCS62-51118 SCW3.25, 5CW5.5 Bypass Framing Connector Head -of -Wall Slide -Clip Connector 4 GLB6A, GLB5B, GLB5C, GLB5Q GLB7A, GLB7B, GLB7C, GLB7D Glulam Bearing Plats 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8,25, SJC10.25, MSJC8,25, MSJC10.25 Steel Joist Connectors �r 5 GLBT512, GBLT812, GLBT516, GBLT616, GLBT520, GBLTS20 Glulam Bearing Plata 8 LTSIZ LTS16, LTS16, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS63.518 Bypass Framing Slide -Clip Strut Connector 0 6 HGLBA, HGLBS, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST0215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Strape 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XL51134BI414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HOT-2, HGT-3, HGT-4 Heavy GirderTiedown 10 MSTC68, MSTC78, ST6236 Straps 88 mil (14 go) Screvas LLJ 8 UFPIO-SD83 Universal Foundation Plate 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, MTS300 Medium Twist Straps 13 X01 S1018, XQ1 B1016-4K, XQ1S1214; X0161214-3.5K, X078Sf 224, XQ76BI224-3K, 410-1d; #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, 2 9 URFP Universal Retrofit Foundaton Plate 12 SIB1.56, S/81.81, S/B2.06, S/132.37, 8/8256, S1132.66, S1133.12, S/63.66, S1133.62, SIB4.06; Top Flange Joist Hangers FL#18730-R4 X0114S1224, XQ114131224.2.51K, XQI 12S1224, XQ112B1224-2K, X34131016-5K, X1S1016, X181016.4K, X1S1214, X1131214.3.5K Tapping Screws Q 13 SI64,12, S1B4.28, SIB4.75, S1135,50 S1BA21218, S/BA2.12/10, SIBA2.12112, S/BA2.12/14, S/BA4.18/8, S/BA4.18110, Top Flange Joist Hangers ^ P1oducrt Model. Number or Name Product Description Z SIBA4,18/12, SIBA4A8/14 1 ET -HP Adhesive Anchorfor concrete Z 14 S1H1A Hurrican* Tie 2 GAC, GDP, GOPM-60, GDPM-75; GOPM-100, GDPS, GW-50; GW 76, GW-100, GTH Gas -actuated fasteners and assemblies 4 15 S/HDBS, SIHO88, SIHOIOS, S/HD10B, S1HD15S, SIHO15B Holdowns 3 POPA PDPA-K, POPA-MG PDPAT, POPAT•K, PINW, PINWP PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies 16 S/HDU4, SIHDU6 S1HDU9, S/HDU11 Holdowns PDPAWL,MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHAS, PTRHA4 _ J 17 S/JCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. March 6, 2023 PA 1.3 i, T IF U) > I MIAMI, 11 VUA3t1-DADEC0VNW 13 r*pnVCTCu4moLsEM0N PGT Industries, br. PGTIndustries,luc. 2 Q) 0- 2 PGT1Wusf3,k%,b_c-� (D 0 I 180j,; sw 26 skee� kbot3 208 N'OTICE OF ACCEPTXN,-CE: ENIDENCE SUBMITTED N0110E QFACCEP1&NC E: EVEDENCE SUIBIff TTED = co -a 0— TYATOKYAamEco.Nowc REsmmcEs w") Mim* Flor� M1754474 DEPAR"IENTOYRECI NOTICE OFACCEPTANCT: E171DENCE SITBMUTED -#- (D (D 0) ]BOARD AND CODE A03=1STRALTIONDIVISION T(786).315-2590 F(M)315-2599 NO VENAIMAMMIMM TICE OF ACCEPTANCE (INOA) 1. Evidence submirted, under, prev*qs.X0A D. Qt�ALLTTY ASSITILkNCE ' C) U) 4­0 C =3 - ­ CU W k DRX"� TNIGS B. TESTS (tontinued) 1. Nfianai DadeDe partmmt, of Regulatory and Economic Resources O�ER)_ a) -0 Q 0 PGT1ndnsa*s, Inc. 1070 Technology Drive, I - Mannfactin&s die drawingsand sections. 5. Test report on 1) Air Infiltation Test, per FBC, TAS 2_02-94 c 2 — 0 5- C North Venice, FL 34275 (Submifted under, NVA No. 11-0107 04) 2).Uniform Static Air Pressure Test� per FBCJAS. 202-94 E. X4LTERLAL CERIMCATION-S = 0 LL SCOPE., 2. Drawing No. AM-5570.0 titkd'� Sliding Ghm Door NOA,(LAV-, sheets 1 3 Water Resistance Test, per FBC,,, T A, S 202-94. 1 � Notice of Acceptance No. 15-0528.14 issued to. Vision Extrusion Limited for their C CU CU This-NOA is beingi-Aued under the applicablerules audregulations governing the use of consumctionmaterials. 11w T through 211 of '2 1 7 prepared by manuf2chum, dated I Ot5e'15. with revisimi A dated 4) Large Missile ImpactTest per FBC, TAS 201-94 -NAIdw RigidpVC Extaior E=vsions I" Windows and Doure', dated 0811145, 0 > cf) -0 E dommentaftionsubmifted has been reviewed and accepted by Miami -Dade CounlyRER -Froduc t Control Section to 04�05il7, signed and sealed by A. Lynn MMer, RE. 5) Qyche'%7ind Prowure Loadingper FBC, TAS 203-94 expiCmg oft 0930119. (D "0 C/) (D L_ -I--& 0_ Oc uwd w Nfiamt Dade U uuty auO o,%" uea� wtere Wmred by the Aut ocity, Havivg Jwisdictm (AHY) 6) Fmed Entry Tmt.,,pff FBC, 11kS 2;Q-94 2 . Notice of Acceptance No. 16-0920,08 issued to Vision F-larusion. Limited f" their -'%-E Cn CU C:) Co This:NOA shall =t be valid after the expiration date statedbelow. The Miamia-bade Count), lhoduct Control Sec�on B. TESTS along with viarked-Up drawings, and installation d" ofVitWlAW*, g lagran]. )ass, door, prepared 10001an 202 and fighter Shades (Non -White) Riod PVC Exterior Extrusions fai, U) < (In Nfiami Dade County) andloi the AM (in areas o(her tha.n Miami Dade County) res erve theright to have thi s I - Testreport on 1.) Uniform Static Air Pressure Test, per FBCr TAS 2022-94 by Fenestration Testing Lab, Inc. -'Test Report No. FIL 9549�_ dated 11 064 5, signed and NUmdows', and Dooi-,",' dated 12AV 16, exp on 12P29v'21. product ormaterial tested for quality Ifthis product ormaterial. fails to, peifotmin the accepted 21)Large Mwile ImpactTest perFBC, TAS 201-94 sealed byIdahm Ortega, P. E. (Test mport revised on 121044 5 and 02/11116) 3. Notice of Acceptance No. U"529.15 issued toVidon F_xtrusion Limited for -their mannex, the mauafactusvx will incur the expense of such te stiag and the AWmayinnuediatetylev ok-e. madifyr,'Or 3) Cyclic Wind Press=, Load F13C TAS 2703 -94 09 6- Test report on 1) Air Ittfiltrati Test, per FBC TAS 202-94 1 "'Brown Coated (Painted oi- Laminated) N%Ifte Rigid PV C Exterior Extrusions for suspend �the use of such pro4ud ot materW witbuiz their jurLsdictioa. Rlitreseives the right torevoke this alongwith mldmd-iip drawings- and i03121latlOn diagram Of vinyl sliding g)ass door, prepaTed 2),) Unifom'Static Ak Pitss&e TestT pff FBC.TAS.202-94 11-ladowsand Doorsl"� dated 0&13115, exp on 00,30,19. It acceptance. if it is determined byMami-Dade County Product Control, Section that this product or material fails to meet the requitements of the applicable building co&-- by Fenestration Testing Lab, Inc., Test Repart No. FTL 8717, dated 12A T1 5, signed and 3) Water Resistance Test., per FBC, TAS 202-94 4- Notice ofAcceptarce No- 16-0712.02 isswd to ENERGI Fenestration Solutions USA, Thisproducti s, approwd as described hemin and has,been desigaed to comply with the FloTWa Building Code- sealed by 1dalmis Ortega, P. E. (Test rep4xt revised. on 02/1, 51.6 and 011244 6) 4) Large Missile Impact Test per FBC, TAS,201-94 Inc. for their-JANT 3 040 and Lighter S hades (N on-Whiti�) Rigid PVC Exterlo r including the High, Velocity Hurricam Zore 2. Test noft, on 1) A ir Infiltration Tt,-,. t, � per FBC,.,TA S 21,02 -94 5,) Cyclic Wind PmsW Loading per FBC,, TAS 2,0344 Extimsious, for Win:dows and Dow s" dated 09/15,116 on 0-21'04V21. CXF=9 USA, DESCIUPTION: Series "55,7012770- Alay-I.Sliding Glass Door (R�infarred) w*o 900& 1354 torners-L-M. 2) Undoon Static Air Pwssure Test- MC. TAS 202-94 per along with marked -up drawings and installatim diagrani of vinyl sliding glass door- prepawd 5� - Notice ofAcceptanceNo-16-0712.04, issued toENERGIVenestrationSolutions "Bronze AITRON'AL DO M WNT: Drawing No. NED,55,70.6 Re v B, titled "V, iq34 Sliding Glass Door NOA (I14)T sheft 3) Water Resistance Test, per FBC, TAS 202-94- by Fenestration Testing Lab, Inc., Test Report No. FTL 85-52. dated 121PUt, 15., signed and Inc. for th& and Lighter Shades of Cap Coated Rigid P17C Exterior 'Extt-asious I through 21 of,21, prepared by mawfacturer, dated 10,iWil 5 and last midsed on O�YOI/21, signed,Md sealed by 4) Large Nlissile Impact Test per FBC, TAS 201-94 sealed by Idallais Ortega-, P. E_ (rest report revised ott 021150,016) for W, indows and Doors" dated 09/154 6, oTiring on 04/16w'20. A. L=Nfillm P-E., bearing the 1v1ix='-DadeCountyProdkxt C=troiRevisionstauV withtheNotioe, of 5),Cyrchc Wind Prm-,Mir Loadingper'FBC. TAS 203-94 7, Testreporton. 1) Uniform Static Air Pressure Test,, per FBC, TAS 202-94 6� Notice of Acceptance No- 16-0712.03 issued to ENER'Coll-enestration Solutions, USA, , "White Acceptwxe number and expuiration date by theNfiami-Dade County Product Control Section. 6) Forced Entry Test, pet FBC, TAS 202-94 ?;) Large Missile Imp -act Test per FBC, TAS 261-94 Inc, fortheir RJWd PVC Exterior lxwusions toi- Windows and Doors"' dat ed ]MISSILE1M.TACT RAm, "G. Larp and along with m2rked-up drawings and installation diagram of vinyl slid � glass door, prepared igg 3) Cyclic Wind Pressaur Loading per FBC, TAS 203-94 0840/17, oq=n& on 02,28118. 'Liniftations. by Fenmiration Testing, Lab, luc� Test Report No- FTL 95,46- dated I M11 5. signed and along with nut W—up drawings and installation diagr of vinylsliding g*sdoor, prepared I 1 1. Test, reportsNo(s. l04W2-79'.2(A), 10-00-M052T 53575.249� perASTNE44, 1. Seetablel. (sheet 2) and table 2 (sheet D for applicabk SGI), unit sizers, design pmsures7 midbreements types, s6letl by I'dalhiis Ortega-P- E.,(Test report, re vi'6n, 014446 and 02,11L201,6) Inc.. Test Report No. iTL "38 (samples A-1 thru A - 2� Ing, dated by Fintstration Test' Lab- ASTNO 1929 and ASTUD-63 5, issued by EXOVAto Vision, Extrinion for cellulosic SlAsstypes, sill riser (set tables B-1 &B-2.sheets 7-8) and anchor layout Awels requirements in 11th1u16_ 3, Test report on I)Ak Infiltration Test, per FBC, TAS 202-94 11/19/10, s4ned and sealed by Jorge A- Causo, P. E_ (SubmNed und�e-rJN'0_4A'*. 11- composite Material. I 'Rigid Mite PVC, Tan (Non,white) RiodFVC and& -own coated (Ilainted orlaminated)white Rigid n`C to be 2) Uniform Static Air Pressae Test, per FBC, TAS. 202-94 WOZ 04) (Subn&ed wtder.N'0.4.'No. 11-0107 04) z labeled per referenced NOA's reqi�r"&entL 3) W ater Resistance Test per FBC,, TAS, 202�94 �1 11, 8 Test, Moin on 1) AirInfiltration Test. per FBC TAS 202-94 S. NoficeofAcc tmweNo. 14-0916.11 jssuedtoKurarayAmenica., Inc. foltheu' Cp 3. E ss operable door-. must comply withmin clear width or height pet FBCrequirement as applicable. B" 4) Large Missilelnipact Test F8C, TAS 201-94 per 2) Uniform Static Air Pressure. Test. per FBC', TAS'2162-94 "SentryGlavg, (0ear and U, lite) lumflayee, expiring on 07Y,"'l S. 4. Pocket walls under separate approvat -to be veviewedby.Buildiggofticial 5) Cyclic Wind Pressm� Loading per FBC, TAS 203-94 3) Water Rtsistance Test, per FBC, TAS 2027-94- -9. Notice ofAcceptance No. 1&1117.01 issuril to Kuraray America. Inc.. for their L.kMLING:Each unit shall bear a penuanent label with the niazt3cturee.- name or logo, city, state and series and 6) Forced Entry Test, per FBC, TAS 2,02,94 4) Imr NEssik In4mct Test per FBC, TAS 201-94 "trackar. Clear and Color PVB Interlayers", expiring on 008,19. following staftmeid-. "Nfiam-Dade County Product Control Approved".'noted herein, along with marlmd-up drawings and inaallatioa diagrainof vinyl sliding glass do%� prep2ftd AS 203-04' 5) Cyclic'Wrind Pressure Loadingper FBC, T W FMN7EW.ALL of dm NOAshallbe cons4eredafter a rewwal applicationhas beenfiledand therehasbeenno . Fenestration Testing Lab- Inc., Test Report No- YTL85.47, dated 112`04115, Signed and 'by 6) Forced Entry Test. M FB C, TAS 202-�4 F'. S TA T E ME NT S change in the applicable building codevegatively affecting the pefformance ofthis product- sealed by Idahuis Ortega, R E. (lest report revised. on 02111546) along with madced-up drawings and mistallation diagram of vinyl sliding glass docc prepared I - Statenmi letter of conformance w ith FBC-5N* Edition (2014) and IFBC-40'Edition -1 TERAWiATION ofthis NOA,%Adl occur after the expira tion date or if thete has been a in the 4. Test report an 1) Air Infiltration TW_ per FBC., TAS 2022-94 by "Fenestra tion Testing Lab Inc_ Test Report No- FTL 633 7 (iam�es A- I th, ruA -5), da ted (2017� issued by manufachm, dated 0944117, signed & sealed by Lynn liller, P.E. materials, use, auXor manufacture ofthe product: or procew . Nfimse oftixis NOA aim endorsement of any picKlact. 7) Utdom'Static Air Pressure Teo- '202-94 . per: FBC TA15 1106,110, signed, and'sealed, by lbrge A.:C,4uso, P. E_ (Su6wifted hyiderAWAA76.11- 2., Statewent� letter oftofitnand W interest,dated 644 & 17, issued, by nuutufkturer. Agned for sales, ach-ertising of any othefpuqxxe.% shall automatic allyterminate: this NOA. Failure tG couplywith any 3) Water Resistance Test, per FBC. TAS 202-94 010 /� 09) seWed by Lynn Miller- P1 section of t"- NOA s�4all be cause, forteminabon andxenzo-�al ofNOA. 4) Lafge Ms.�Ie InVact Teg pff FBC. TAS 201-94 3. Letter of lab comphance, part of the above. test reports. .AD%T_RTLSF_1%ff_N-T. �Tte NOA.nuater precededbythe words Miand-Dade, CouW. Florida,, and f b1lowed by the S)Cyclic Wind Pressure Loading per FBC,. TAS 203-94 C. CALCILT�ATIONS 4. RE& Test Proposal No. 17-0387. dated 05,eD51171� signed by Ishaq C—kmda,, RE - expiration date may be disph�td in advertising literat"e- If any, portion of the NOAis displayed, then it sh all be G) Forced Entry Test, per FBC, TAS 202-94 I Anchor verificatim calculatiow and structuW =*$is, complying with FBC-,V_14, done in its entirety. abog with inarked-up drawings and installation diagram. ofvinyj sliding glass door. prepared prepared by PGT_ dated 1109,45and list revised on 02/151K signed and sealed by G. OTHtR 1LNSnCT10.N_. A copyof this eatireNOAshallbeproddedto the userbythe nm=&c$uxerorit5, dion-ibutors and by Fenestration Tea Lab- Inc., T�-M Report No. Fn&.1549. dated 12,104 d 5, signed and ing Anthxmy L. Tvfi.Uer,, P.E. (Siobvifted mader ,Y0.4 J%7v. I . N"gtjce of Acceptame No. 1-5-1210,01. issued to PGT Industries, for their Senes 100 01 dwilbe a-va&bk forinspection atthejob siteat ifte feWestof theguitaing,01mcw. seated by Idalniis Ortega, P E� (TOst report mrised ou 0 l.'04,16 and 02/111,16). Gtizitg COUVI-10s, witb ASTME-1300-09., -557,0,q770" Vinyl Sliding Glass Door (Reinfoixed) - L,,NLL",, ex on 04/1.4,21 'piring R ThisNOA reNises &rene-m, NOA;020-0429.05 and consists of thispape I and evidence pages E-1. E-2-E-3, E-4, L1.4 E-5 & E-6 as well as appro%al docunwat mentioned ab<nte- The,n*mi#R4 docaux-niation, was mriewed by Ishaq L CU ada, F9. Ishaq I C chazda. Isha q 6 _Z_ Product Convol Vait Superds,�r Product C*MtrGl'VJ&k SUpomhor Product ,Xft No. !14205�93 NOA. No. 114 2 8543 JNOA�N.o. 11,4'.00,5.03 140A No. 11 -0 2 05,03 .�2 WMAM ErpirationDatet Apri114.,20!6 '.k;, ExpiradenDatt-, April 14, 20.26 Approval Dttei March 15, 2 Oil Expiratioz Da let A pril 14, 1026 Nfel March 1-9, 102 1 ExpirationDate, Apri114,"M Ilarch Approval Da teAN-larch NAZI 7 -Approval Approra I Mw !S, 2.021 Pag* I ]E -2, cj C,7- -C:; a F_ FGT Industries. Inc. C G1 Windows and Doors., Inc. PGT Udmuies, Inc. N OTIC E,0F A C C E P T-A - N C E: E VW E!NC X St', BXff r TE D NOTICT 03FACCEPTALNICE: EVIDENCE$UBN-M!" -NOT X SUBTff r NC ICE 0r,ACCEP`TXX10E':: ENVEN 2. 'Evidence Subuiitted under pre-sious submittal E. 1LAXERLAL CERTIFICATIONS (continue) 3. New EA4deuce SubmittA 5. Quanex Part'Sum Spacpjv Stagdard complying with ASTNI C51 8 Tbemial Conductivit y A. DRAMIT4,GS 0-881 BTU-inl brAF-T, ASTM F 1249%'Nfh�-�alwl ASTNI, D3985 OXygon;4� AS7IM E A. DRA'"ING-S 1. Drawing No. MID-5570.0 Rev-11, tftled "Vinyl Slidiag Glass DoorNOA W', sheets �2190 I.G� Dumbility-No Fog -Pass. �Sitbwftupd undrrprei.Yvvs1V.0.4Xo, 15-0-109.05) 1, Drawing No. AIJD-5570.0 Kn- B_ titled -Vinyl Sliding Glass DmNOA (LW. sheets 1 I through 21 of 2 1, prepared by manufactmer. dated I 0�105il 5 and last revised on through 21 of 21, prepared by nunufaeftm, dated 1010515 and last. re�viwd on 02,Vt,2 1, OV2, 22,Q0, siped and sealed by A- Lynn Miller, P.E. ctivity 61 QwAm, Pan Dmse complying with ASIM C518 Thermal Condu 2,22 BTU-iai signed and sealed by A.- Lynn MAW, PIE. hr_-ft-%"F, AS�M F 1249 WV71,11-Pass- ASTM,',Dl 14 34 Argon: Pemw=&­PaA: ASINI E, Note- This revisioncensists replacement of same ousting mstallation screw with flat head- B. TESTS 2189 I.G.. Durability -No Fog, ASTM E 546 Dew Point Development in 48 brs- 1. Test rqxxts on: 1) Air In0tration. Test, per FBC, TAS 2202-94 (Subm kkd ri n der 2V0_ 4X& 1 "4 0- O�). 2.) Unifom Static Air Pressure Test, Loading per FBC, TAS 202-94 Ltd. �PMs conp4iqgwith PVCAAMA 30,3-13,, Voblutary Specifi, 7. Vision Ex1rasionk cation B. TE, STS -3) Water Resistance Test, per FBKJAS 202-94 for Rigid Polyvmyl Chloride (PV0 Exterior Proffles f(w V =-on Extrmibur, Ltd.-VEX-1 by 1. None; 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA Fenestration Exterior Proffle Cff tification Program (SubmWd nYrderJN'0.4Ao. 15- 5) Cyclic Wind PtessureLoadingper FBC, TAS 203-94 0409.0$) -C. CALCULATIONS along with madmd-up drawings and installation aiagwit of all. PGT Industfies, Inc. 8- Vision FI_xlrusiow Ltd. Parts complying with PVC-AAMA 303 -13. 1. None'. representative unitslisted below and tested to quiW Dowsil',791 and Dowsil 983 sfficones, �Submlved underArO.4 No. 15-0409.05) prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: 9.. PVC.-AAMA 303-13, Volutitary Specification fct Rigid Pol ynvinyl Cb1oride. (PVC) Exterior D. QuurrY ASSMANCE FTL­7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 090/14 Profiles for Vision. Extrusims-, Ltd.-VEX-1 by AAMA Fenestratim Extetiof Piof* 1. Nfimi-Dade Department of Regubtmy and Economic Resourms, (RER)_ U) FTL-20-2107.1, PGT SGD780 AA;niiaum Shding Glass Door (unit 7 in propagal) FTL-20- Certification Pr agrall 2107.2, PGT CA740 A b= OutgNing Casemeat Window (pail 8 in proposal) FTL-270- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solufiot� tjSA_ inc� for E, NUTERULL CERT 113CATIONS 2107.3, PQT PW7620A Aluniinum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their --Tan 30-40 & light shade (non -white) N%IW Rigid PVC Ex-terloi-Exhusions for L Notice of Acceptance No. 19-0305.02 issuedto Kuraray America, Inc. for their > PGT PAT7620A Alumim=,fted Window (unit 10 inpmposal)dated 07,113,020,all signed Windows and Dow e, exparing on 0-2/04,21. 09 "Tj-osffoK,, "traclear., Clear, and Color PN7H Gb&s lsterlavers-_ expu'' 07,08.0.4. M 0 and sealed by Idahnis Ort�ega. RE. 11. Notice of Acceptance No- 1"IL11.02 issued to Enerp Fenestration Sohitim SA, In. t, for urara C. ff 2, Notice of Acceptartce No. 17-0808.02 issuedtd lf�� Y Amerka, hi for Ithe' ffici sele s "White Rigid PVC Exteiior Eibirsalons for Windows aud Door!�% expm''Ug on 'SenftTG1as& (Clem- anit Ulite) Glass lnterlayek"_ ooring on 07/04023- > CL C. CALCULATIONS I Anchor 7th, 021,2&C, 3, 3- Notice ofAcceptance No. 18-1106.10 issued to Vision Exttusions Limited for their"BroTm 0 weication cakvlatlous and structural an*sis, complywig with. 1FBC. 12, Notice of Acceptance No. 2"203,03 issued �to EnergiTenestration Solution, USA, Intfwr f,�oafed(PahttedqrLamwite MWto Rigid P17C Etterior E-stimsims for I'Vindows Edition (2020), dated 0402120, prepared by nianufacftm- signed and, sealed by their alaronze & light shade cap coated AlThite Rigid PVC Extezi " Eitmdons for or and Doors". eVifing on 0913024 Anthony Lynn NMer� P.E. Windows and Doorf% expiring on04,116,25. 4� Notice ofAcceptance No. 18-1106.11 issued to Vision Extrusions Limited for their sesies 2. Glazing complies with ASTIM E1300-04,49, -1,2and -16. 'IT 1000 Tan 2 02 and 1i ghter sbades (Non-XNIW�) Rigid Cellular PVC Exterior D. QUALITY AS SMkN,* CE F. STATE"AIENTS Evm,. �u'onsfor'Wi.Udows,andDoo,i7s7� CXP='g an 12,e2,9,Ql. 0 Mom -Dade Department of Rrgulatory aad Economic Resources OZER). 1. Statement letter of conformance to FBC 7& Edition (2020). dated 0422(210, issued by rnanufactiurr, signed and sealed by Anthony Lyiin Millet; P_E_ F, STATENIENNTS < E. XXTEIRL4,L CERTIFICATIONS Z. Statenaent, letter of no financial intatst and of independent, issued by manufacturef, dated 1 Statenient letter of confornnuce to YBC '76 )Edition (2020), dated 0101�21, issued by (D 1. Notice of Acceptance No. IM.105.02 issued to Kur;uav Ametica, Inc. for their 04/ 1 &20, signed and seakd by, Anthony L�mn Nfiller, P-E. manufacturer. signed and sealed by Anthony Lynrt�Milter, P-E. "TrosffoW Ultimckar, Clear, and Color PVB Glass Interlavers7- expiring on. 3. Private Labeling Agreement document between PGT dated 0330J15 and s4ped by all 2- Private Labeling Agreement dated 01,0V21 between PGT Industries. Inc. and CGI involl"ed Pattie-& Wmdo%3 and Doors Inc., signed by Dean K Ruark P.E., V.P.Engineering, on behalf of 2. Notice of Acceptance No. 1.7-0903.02 issued to Kuraray America, Inc. fortheir "SentiyGIA4 ', bothcorapanies� (Gear and Ubte) Gbss Intorlayt4lf expm-ng on,004/23- G. OTHERS 3- Notice of Acceptance No. 18-110610 issued to* Vision Fxmisiovs Limited for ther I', L This NOA re-sises N0A# 17-042 0.06 (PVT wj'CGI) and updates to FBC2021D (7h Edition), G. OTHERS ,B rown Coated (Painted or Laminated) White Riod PVC Exteiior Eurmu"ons expiring 0412 M�s NOA re,%Ises & renew s N 00 1. 0-0 4 2 9.05 01LA, w0C 1- Gj),expiriag 041*26, forixindows and Doors", expiting on 0980024� 2. XERTest proposals 019-1155 dated, 011104M, approved by IshaqI_ Clanda, P-E7expaing 2. 11W ctmmf as'wciated PLA CGI file #2142,0.5�011 expiring 04,114126'' J. Notice of AcceptanceNo. 1&1106.11 issued toVisim Extrusions Link, ed fbrtheir 04,114L)l- series "VE IM Tan 202 and fightej- shades (No"Iike) Rigm Cellular �PVC Uj M Exterior Iftwusions for Nklndows and Doors".expiring on'1129t2 1, �� � 7 1AkQ L cunds, PT, < bliaq'I Chan&, P1, Z Iskaq I, Chandft, ky. ProdurtContrw U." Supervivor ProductCoubrol Unit Supervisor z Product Control Unit Supemiaor "NON No� NWA Ne. U-0.105.03 < NOA NO., 21-0204,03 Expiration Daso- April 14.2,016 Expirlition April 14,10-14 E *ratku Dx*111 Aptil 144 1026 Approval Da to - narrh 25" 1.4,21 AppTarial Mairk 1,4� 20.1 CL Awroval Nto- ItUrck 25, n.21 1 E -_4 E -6 SHEET NO. March 6, 2023 PA 10 C/) -Z5 (D 71` > MIAMI-W MIAMI-DADE COUNTY (3) 0 c- 0 PRODUCT CONTROLSECTION Ca,%,t-Crete USA, LLC Cast-Crete.VSA, LLC Cast -Crete USA, LLC Cd -0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 (3) 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 Cf) -0-i C: =3 co -CJ3 OF ACCEPTANCE (NOA) www.miamIdadg.g_ov/ecqnom1 (D -0 0 -0 0 -NOTICE Cast -Crete USA, LLC I. 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 - C: L_ 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 CL C 0 �g: o Seffner, Florida 33584 L Drawing No. FD461Z filled "Precast and Prestressed Lintel Details", sheet I of 1, L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, filled "Precast and Prestressed Lintel Details". sheet I of C= :-� 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. 1, dated 03124103 and Drawing No. LT461Z titled "Casi-Crete 4 ", 6" & 12 0 CU C) > SCOPE: "Casi-Crete 4 ", 611 & 12 " Lintel Safe Load Tables", sbeem I through 3 of 3, prepared by LT4612, titled `Cast-Crete4", 6"& 12" Lintel Sqfe Load Tables' sheets] LintelSafe Load Tables ", sheets I through 3 qf3, last revision dated 06112114, all (D L_ 2 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, Iasi revision #1 daledApril 28, 2003 both through 3 of3, prepared by Craig.Parrino, RE, dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 08119114, Cf) .2 CL Cn cu C:)- The documentation submitted has been reviewed and accepted b Miami -Dade County RER- Product,Control y drawings signed and sealed by Craig Parrino, PX revision dated March 11, 2008,,all signed and sealed by Craig Parrino, AE., on +0 CU — C/) < Section to be used in Miami Dade County and other areas where allowed by the Authority Havin , g Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels F illed and B. TESTS 1 . None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total qf (13) concrete lintel specimens, per ASTM E-529-94, prepared 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. Calculationsfor Cavl-Crele Liniels, 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, A E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, L None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Cast-CreleLintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE L By Miami -Dade County Department of Regulalory and Economic Resources (RER). fails to meet the requirements of the applicable buil&ng code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami-Dode County Department qf Permitting, Environment, and Regulatory Affairs. 2. Calculadonsfior Cast-Crele 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, PE. E. MATERIAL CERTIFICATIONS 1. None, Zone of the Florida Building Code, T None, DESCRIPTION: (Cast�Crete) 411,611 & 12" High 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 Mmivalfor Casl�Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Ina, 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 ftom Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, RE, certifying 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-Crere QuolifySystem Manualfor 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. EVIIDENCE 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 1. 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 manufacturees name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 mid Drawing No. LT461Z titled 1. None. B. TESTS County logo, "Cast -Crete 4 ", 611 & 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, lastrevision 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. 1. 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. None. the expiration date may be 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 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 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. 1. 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. ,,�iirny'A, Malkar, P.E., M.S. A. Makar, P.E., M.S. e��y A. Makar, P.E., M.S. cm ProcTuct Control Section Supervisor ol Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 L__IAPPROVED Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/1112023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09111/2023 a- 1= am 0- Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/2012020 Approval Date: 09/20/2020 Page I E-1 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. 1. None. B. TESTS B. TESTS 1. None. 1. 1vone. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade Counry Department of Regulaimy and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None; 1, None. F. OTHER F. OTHER 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 - Crete USA, Ina, 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- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of > L_ a_ 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. a- L T4612, titled "Cast -Crete. 4 ", 611 & 12" Lintel Safe Load Tables ", sheets 1 0 < through 3 qf 3, prepared by Craig Parrino, P, E., dated March 24, 2003, last _f__J revision datedJune ]�, 2014, all signed and sealed by Craig Parrino, P. E., on 0 January 22, 20.19. =3 _0 B. TESTS 0 1 . None. C. CALCULATIONS (D 1. None. U) D. QUALITY ASSURANCE co co 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS < 1. None. O_ F. OTHER 1. Article of Conversionfor a name change. CU LU Ofteliny A. Makar, P.E., M.S. Zk- Helmy A. Makar, P.E., M.§. :E < Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date: 09111/2023 Expiration Date: 09/11/2023 < Approval Date- 08/20/2020 Approval Date: 08/20/2020 _J E-4 E-5 SHEET NO. March 6, 2023 PA 1,5 � P"1110110" I I L I E C AOW*& Z _ - � __ I \0 ' TILLIT TESTING I EMOINEEPING COMPANY EMDUCS11VAIJI , "I'll, . . 2 22_TE_8T­REPAORT$; Large missile Impact And fartigue load tests Were performed under Protocols TAS 201, 203 as per, section 1626 of thei Florida Building Code. Uniformstatle load$ X=A=M�ALUAUW RXWM I_QQ � 1Q.012J.01 13 A,MAIEMALAC�, T�TIC$ ANDISPECIFICATION& ,, Shall be Strictly In accordance With GonialslNotes, and Components indicated on sheet 1, 2 and 2,2 026, of Product,Evaluation Document (P.II drawing ­-- -­ ­­ . ..... . L'L---- 'WATfl* X IJUTT, JR.� RE. tiltew(4001,com III. RIL 1.141.4ift'lh 41AT PL C& LA.-NI,l)(46719 as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on, sheets 1, 7 ono 21 of Tipstin , Inc., Reports # 9I dated 08/0911 996, #96.570 dated 0911 811 9966, 26, of ProdEiat'El,taluatlon Document (PAED,), On"Inq No. 20-1 IS,, I I RODUCTEVALUATION REPORT #9610 dated 001/2011996,vill three signed and sealed by Hector M. Modire, P.E., Fenestration Testing Laboratory, Inc. reports # 2-032 dated 04116/1998 and # 2i26 dated 10106/1 998 witnessed by Gilbert Diamond, P.15,and Report No. 7. IMITATIONS II I- 11 , _00ji4Q=NCQ"M REPORT NO.- 20-0720.01 0219�01-00, dated March 4,2009, signed and sealed by Edmundo Largaospada. I RE. and Henry Hattern,Pt E. 7.1, Shall bo 5trictlyin compliance with Goriaral,Notas Na. 1, 8 thrd 14, indicated, DATE: July 28, 2020 on sheet I of'2�, as well as General, Notes,# 1 tbru 4 and I I thru 116,indicated, Tensile lost report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009. �, on sheet 21 of26 of Product Evaluation Docunient,(P.E.D.), ,drawing No. 20476 PRODUCTCATeGORY: Shuttors signed and sealed by Frank Grate, P,F, prepared by Tlltecai Inc. and signed and sesiled by Waiter A, Tillit, Jr., P.E. PRODUCT 8U8,CAT94ORY- ,Storm Panels �_"TIRIJCTURAL ENGINE] �IRINQ_C��Qft I T2, Product may be Installed Wfthlh HIGH VELOCITY,HURRICANE ZONES aO On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the, Florida Building Code. PRODUCT NAME. 20, GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: 010bal-prownfladip-r(AMI& " length based on rat , lonal and comparstivo.analysis, and in accordance With section 161 6 ofthe Flodda Building Coda. Calculations prepared by Tilleco, Inc., 7.3, Product shall only beinstalled into poured oDrtcroto,concrete block, and wood fra me structurre. 4800 SNVI 61 Street dated I 1105100 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P. E, L Davie, Florida33314 1. PIJIKPOSE QFIYALUMON: %,,PA SILIE IMPACT WANAM, Product Evaluation Report prepared by Wolter A. T11111, Jr., P.E. (Florida License This is aProduct Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), Prealdentof Tilteco, Inc. (Florida CA-0000719). ID # I 90Q) to the Global Protectl *in Products, LLC, Rule ,Chapter No� ,O0,10900 4110", 71 61020-3, Method f(Ilrofthelli'lorlda Department offtsintat and r Professional Regulation. 4,WIND LOADS _nSIS-TANIQL - %'��i A,, 1Z 0. e, � 1, .41plk �; ..- gi"�,, .1 " 101, 20 Gage Galvahl zed Slept Storm Panel has been verified to sustain wind , jf� ,,",�,Ctfte`%. Is, . . Z 1. This product, is being Issued an Evaluation Reportas described heroin, and has pressures, Maximum panel length shall boas Indicated on shaets,3, 10, 14, i6, I 16, 10, 25 and,26 of'26,01"roduct Evalwation Document (P,E.D,), drawing No. '__' .�' , �=-,4a---!!�--=I=,;.',--to,44167 '. I been verfed for compliancia In accordance with the 2020 Seventh Edition of the Florida Building Cod a , and to vorify,that the product !S for the purpose intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, 14, 15, 17, 16,19, 20 26 and 26 of 26, of Product Evaluation Document �P.E. M), * � ...... _o ""__:-_�,* ., * _F� � _�'?�,�',?O­A,o E 1, . ;L,, ,, I,%, $TAT )F Z,,cir at least 001vale , nt to that required bythe Code, drawing No. 20-170, 1 I I I'll Af VU'- 1'4 0 A 0" -',4�,' , *I . . ..` - . � 'L NAIL,11 This Product Evaluation Report shall be subject to review and revision in (;see of STALLATIO - , "I II It IIIII14i a Building Code change that may offect Its limitations and conditions 10, Installation shall be performed strictly In accordance with details indicated on 2.,,gAD SMSMITTEO: sheets 3 thru 7, 10 thru 20, 23, 24 and 2$ of 26. of Product Evaluation Document VVI Di'I TILTW ACIMON ALiCoRols IIP. E� F19PORT10 (OLOMAIL, PR61FECTION PROCIUCTS, ILLC I20 GAGE ",PERMUIOIEVAIAMATION DOCUMEA1,(P.E44� (P,E,D.),,,drawIoq Ill 20476, Minimum 8 ' eparotioll to glass shall be as GAIIILIVAIN C,TSEL$10,RMPAN�Lkr)RW4342kl)�1?0�REF�OWO,90,072p�61 '_ Drawing No. 20-1176i titled "20 GAGE GALVANIZED STEEL STORM PIANELU, indicated on sheets 8, 14�� 16, 26 and 26 of 26, c.1"PlAoduct Evaluation Document (RE.D.), drawing No. 20-ITO. shoals i thru 26 of 26prepared by Tilleco, Inc,; signed and sealedr by Walter X I Tillit, Jr., P,E.; dated,0128/2020, This drawing Is an integral part, RA 1ptlswi, 011,IIIII11011400" Evaluation Report. A0, . ' I .,N��,,,'� ,III/ . 1, ,,��R A �'4 : , No 5�� ,`..,�,I Awk��, k T144/1S, , �,� _;_ ;?, ,,,,, g � 0 " ""' ' _ ,�, "'", , 0 - ` AL,N C . , I c -K9_rL �p V, �' J: � � , ., \,\Z E ,�p , % , , % N A ,­� -4 V­t , .. ,' � ,1"6-.--i, , ". _ --,W---"-:!I--" ­­ 1 __,:�� _­ _"';"'� No. 44167 % 't �," " r I . Pll A �, ,­--3:a,AW,L,�- 4--.­��__ � 12 �­,,, ­- t 11 - " - - _!:�,_ft' _ * -1-11.1 - �1, - :"71 " - 4447 '.., I * , . ' ' �Zr,-,-�-Ai, � .* 11 a ­_ � -,,I'. ­__,­ .4 � s, . ,A� 4�, V`A_Filp,elk,,� ' I'), / i_� ��, STATE 01L �A�,T I I , G , � ., , � . A, )lu� 1." .... I., 04 11 . I '­ 1 k�� �i, �, �, r, 0 q I i) , il, �', Pr , , 1W .,- I III'. 1, :��, 1% 61() 'Ki'4 � V �_110 I N1W. 36th S,tivet, Sttitt 30, Miami, Florida 33166 - Phom: (105) 871-1530 - I , I 11""Floillooll"IN 011NI qF I I 1, .. ­__'____ __ i 83) IN CASE THAT PRECAST SEINE OR PRECASTCOlItRICIC PANELS, STOOP0 Oil WOW BOARDS BE POONU ON 'HE ­. -As 11-1) tXIVT(140 All WI&ORS SliI EIL LCANO ENOUGH IQ RC)I 114F. RA40 VIRUCIORE VI".IND SIXH PaRELs. OA IIIIS rROCI EVALUALON DOCUMENT Q"CO� HAS BEEN VERIPWD (CA CQkPLLAtAr6 AN ANCHIOIAGC SHALL BE AS MENTIONED AN RAI AND IN a.2), ACCM04NCC WITH TIW 2020 (III, EDITION) OF 'THIT 11,01SOA 0.111,11IN4 ODE e.Cll TQ-VXUWk-WMILL�)OIA�-V-LrJr&-�ftM-�i.'- L.I.MMI&L OITS14N WAND LOADS SHkL 94 DETERMINED AS PER SECTION I WO OF THE ABOVE MENTIONED Cool., - 114-V TAPDON ANCHORS, AS AUNUFrACTVAC4_aY ,7W IIIIPIIPE.1� tWt FDA A WIND SPEED AS VOWREO W THE JURVOCTION MtIT THESE Sliqrrm WIU BE INSTALLED AND - #14-in PANCLAitAin rclill ill AND I'ARMA"I 0I ANCHORS, AS MANUMT1.01ED By VLGO 10"STRI)MON PFOGoCfS ­0 � .__ LATL SCREft PER Nox, FOR A DIKFCTIOR41TV PXVR Kd-d.af, VSINC ASM 7-flt AND SHALL 1AW JEXC!EO FINE WAUUM (As 0 - 1/4 DESIGN PREZUK I-AFINGS INDICATED ON SALE" I PIRO IT!, 34, %5� 16. TO & 20� - 7/16"A, to t/W WOOD BLISHING. At OISIRMITITV BY ALI. POINT URICTIN, 961,1' a SPECW�n Co, IN ORDER TO VER" tFAC ADUVE CONOM N, 00WE DEMON WIND vOAD$ DETERMINED PER ASACC Y-)V - FOR ELCO FAMELMATE IILV� ARET FirDOOF To A'S'D, DLJX�N I 1) WARSAW, TIARII PENE10110" 5NIQ WOOD I* UPTON ANCHOPS $AHA4L DVI i Ile AND 2 SHOU BE ANINI) LOADSIBY MOUIPLYINK, THEM ITY 0,05 IN ORDER ILI 'a AND PARaMALE FIE'"It Q IMMI'All 14E4 WLI UA);r (&TW) IFESDN PRESV'Ar RATIlAps INWATED ON SHEETS 7 III III, I'll "I 16, 12 A 20, )k 01I 10 VEAIFV THAI ANC14ORS ON TM 01 I 0 AS IESTV WERE Fit" OVER ZW,%SIXI� A 339 OICIIII IN AALL C.2) MINIMUM THAWED PENCIII OF LAO 'W". ,IWO W WOW Ell UNIFF1 SKUL UE t T/2" )NO IHII OWAILAI PENETRATION INTO ItII SHAL� OF. COWPOERIM AS, PART OF TW, FSOOPA01 1HAtADID MCIRATION SIRESS FDA "No LOADS WAS = OiTED Ali THEIR ANALYSIS, FASTENERS SONOVIC TO WOOD RAN RLFA FlorRIANED IN ACCCItICANCE WIN N,D%5. �018, C I) 9ANAlklik CODE DISTAMCC OF LAU SCREWS. INTO WOOD SHALL BE AS IN61WM In IN15 DROlIN4 STORM PANOl ADEQUAL't it* IIIIII AND WIND ACSISTANI RAS DEE14 VEA01511 IN AWORTIMCE WO %C110N I40 Or INC, ABOVE MENTIONrO, CODE AS PER NQRAICAW ENGINF.CTING 4, TESTING WC� PICINI 90,04S, 96­15?0 St 90-CAQ AND CIO MANIMOM PE43PATION OF WOOD SVSMtW) SHALL BE ',/K 1/4' 0-10 "t"N V$Cti S`41' #1 I 1/9' LCAN� MINILl FT4WITINATION TEVIANO VS 04O� � PCIF)". 12032 Alt f'1126 . AS PROWCOI,S 1AS-291, TAS-2132 AND TAS,S03. $40OW 111,1000 EXIST, AND I* MINIMUM F?JR WAU% All"i'l NO P`%K'CO, AS WOU � P%k AU4 YE.W LAB Ot SOLITH FLORWA REPORT ii!D!I0,01-40. AS M 7AS 201, IAS 2011 AND TAS �W LAN 1-4) IN CASE )TOT PRIKCAV StONC, ON Pq,�AST 00I PANELS, ITUCCO DR WOW BOARDS BE, PoltNo ON THE m6NK WALL, AMCMAIRS SHALL OF LONT; ENOUCH 10 AfACA FRE MAIN STRI BEHIND %CV �ANCIS, ,I ALL 40ININUM 9XI"USIONS �D Of, 00IFF-76 ALLOY AND TEMPER IVNLEtS OTHEIVIARV NOTED), NEt �"Co I A917HOWE SHALL RE AS MCNIkONWO IN CIII, c7l 4 C.) I ALI, ALONONV4 SPUT MC14 ,A&TI CLIYRAILS SHALL HAVE �LO!l-Hl,l ALILQY� 4 D) ANCHORS SHALLSE INSTALLED M1O*N4 ALL, or T"t RtcommENDAInGFI�, AFQ SPILOIrIcApop�,;, �)F THC opw�HAOR,5 mmiArAorLMER A III Uat, SMI METAL PANELS SHAI.L HAVE 9rilItOTURAL OATI STEEL. ASTM A-ftl ORAOC 5h MINIMUM, O, ft (MALVANIZE0,10EU UESKIN4TION WJFY� 1546 imi IAFIW RQUED). It PARaS AA& ALW Of INS PAU�M HORIXONTALLI 1`01.1-OWNS INSTALLATION DETOAFS SHOWN ON SECI)ON 3 NffGVFH 10 ($1,1EI35 , 4 INIACKI 0) CACILPT T�V HEADERS04I SHALI NOT OF V$EO� 5, &I �CRFW5 0 BE STAINLESS SDtf.k. �Vif OR JIQ NSI $MIT Oft CORROSION REWSPANI COATED CAROATN MITI, Al. PER � CAN SLOW W�,w k`0 yltio STRENGTH AND 90 HK TENSILE 1ITLEWSTH At SHLAU COMF`FY W/ H.ORIDA OLAID046 rOrTt 9 11 SML OF IMF RESPOW01I OF lift d.hIRACIOR Lo VERII VIE S"O"Os or THE STPUMFIF WHERE %HUVTFA it in or SEF;TAIN 2" 15A ATTACHED TO INI PROPE14 ANCHORAGE THIS SHUTTER SHALL ONlY BE ALTACKE) TO CQWACM� SI OR WOOD, FPME WALDMI 4 BOO$ TO DE ASIN A-307 OAVANII SIEEL� oil AM SO, IERIL� SIALIU35 SICE-, WIM 33 IPJ wtlilow )ICLIE SIRIFNIATR 10, EACH RIEC" STORM PANEL WITTI LERZTH(t DOOR W-0 THROWN 0'4% AS PER SECE01HE % IT, 9 A 10 AMC' ALITTINWAIVUS 8W, I ANCIHORS TO WALL 9k,ALL Irt, kS lCUXAN', OW A, I BAN ON SHECIS Z 0 IF 12 4tSFSC3VEl t�Hkl, HAVE � LWWLE NWI READILY VII. MARKING INSTRUCTING OWNER 04 'to TPWANT %WkK PANELS WITH AIPPEICAOLI RE)"FORCEMEN7 OURNNU PETWOUS OF 4ORR40ME WARMW� . (A) !g.!Ya1,IM_lR)LiRELF.CQK9M � 11 Tl-IE INStALLATIOI4 OONINVAI is TO ISLAE/CAULK AUr 9140ro �`)MfYtNEN` 111AFPS AnItQ4 REMAIN IN V4HVINI A.OFFAF`I VAIP � 1/4�0 110011 ANCHORS AS MANUfACIVA10 Ste I TW 8910til FAIL (tilio 1*­192 I,*;,) lt� WILDING TO AtIEW,fir WIND/RAIAN ATRI . I,,,e 0 I 7X CALX-kN ANCHORS, AS MANLIFACTLAW Ort UNPILE INC" (MIN, I'V-3000 P 0) 1 1/14. 0 � 5/4' 000-UT ANSIOOK AS, TAWAIYOFFM BY ALL VDFNT SCREW, RoLt & SPIFCVA,-,r Co, Q. "AM PANCt INSTALLATION SFKL COMPLY WIT14 SPEIS INITALAU IN OWS DRAWIND PLUS Pw r0witio, Auo zom"C RALWI,Aroils �Nin, , 't'3000 P­��) PROACAD Elf THE JORISON'TION WHERE PERIKil' S APIAM0 TO. - 0A. to PANtIAIMF PCAAEAi� 0 & PASSmATE PLQ1 ANAr,HCAPS. IS lAAAFOFAcFI By I FQ#yETEtjCh0N 080DAil"n. 11. (o) 11% PRODUCI VVALOATION ITTICOMENT ��,F D) PREPARED 0 THIS ILWANEf" r. tENEEn, AND FIFIFIS Vol rRTAJUE INFORMATION (". F­ tLIM '91.141) FOR A 5ITS ".0I 440JC41; �,., WHE C FHr tTilf CONDITIONS DEVIATE FROM THE PX11, , I .1 1/4-0 CF IAP-01P ANCHOR5. A�5 WAN10ACUED ft TRO-FASt CORFAM11014 (EC-3600 II A.1) MI MUM EMOCOWN1 OF IAP"N AMI INTO MIRED CONCRETE ISFULA, tl� I Bw CoFDW10P, "' K, qvOrl FOR INC 5flEITION, PVW,HA$lL AND lWRALliATiON ING0.040 LAIE $,*M Of THIS PROILA)CI � A01VAIC YEMANI ",D ON THIS Pf,P. fAOAADILa'HAE/1IHE OI Not OrINATE FROM TFIE CONDITIONS OVAED ON IN,$, XKC,AMEAT N ,/4'� �' FOR P , 10 AND PAPAAKTIE PLkh% AND I A/4' PW OF TAP-CRIP ANI CONI51FILAICRON WoY At STFt M DIt PONTRASCIDN'S RESPONSIR1,1T, A,2) CALK -A At SOLID ... SET AARCHO10,' SAA11 Or EMBECIDLO 7/0- i"lo THE Pourtro CONCRETE NO EMBEDMENT RIO (�,,) THIS TAI !EVALUATION DOWMENT WALL Of' 0IISOCREP tNVALO IF MODIFIED, I SIUCCO SHALL LIE KAMIT11ECit 1�4` .-2.0 "CWS USED SH&l, EEE 1 1/2' LONG MINIMUM qJOULD sUCFF EVIST, NO I;MA"1AAQM FOR WALL$ IffiTH NQ WILICv.11 'Ino MAY OF HEADED SCREW$ OR A" THREADED SCAM WA) IdAI% id) MIT WKOWiC PRO40$ SFI1,LL OE PREFAAAeD BY A FLORIDA, REV41FRED CWNUR 00 ARCHITECT WHICH IAHLI OrrOMV,r THE : OUT III MNo Rio$ ENGINEER OF ACCORD JE.Q,R) FOR IKE MJrrCf AND WHO WILL Of. AnPOOMBLA FOR THE PROPER USE OF IN[ P�tb. ENCINEER41I RECOTTO, ACONG AS 4 QUEBAITEb ENGINEER TO Pit A 31 IN CAM IhAI PRILMW 5TORE, ERECA11 CONrRIETE PANFIL, F-AVOS, STUCCO OR WOW FIOAROS AT FOWN13 0A 191 0 to ENGINEER, sFOO. WENT ID THS LAATFTtR FAIL WE SPECIFIC' DNAWW,S FOR REMY.* SX;5TIN0 WI OR FLOOR ANCHORS SHALL BE LOKI ENOO414 TO AW-H INC MAIN STRUCTLIRV KNIND SUCH PAN" JANCHORACE SHALL IGE AS MENnONICO 4N AQ AND IN Aj)� W THIS OT,O. SHALt OCAP THE LUTE AND OF"ITNI $CN, ANO $ICNAAAWRE Of TH4 PRBFE$5tB4A( MIN" OF AFCPRO THAI PREPARED IT, OI tp-;LA15mt,4uta-1,�.&t=,V*.L-Azx,�,--.O,a 14 sHUMA rliFACIVOLD'S LAGEL SHAIII W LCICATEN ON A RMN-1 0!9iSLV. LOCATKAN AT STORM - 1/4: # JAPOON MI AS WANOFAC"URED Eff 1L 1� W eULLINEXI, Nt IS PA MI XCJ*N 17W.O�X or FLORIDA, SW) Dit, 0 0 � 7/0� D4FX,,l1N ANCHI AS MAROCACTuarr, AV DC*Av INC (MIN, 0". I500 P,.; I HAE�L a `ND 0 K LAM - ii �HIIVT Ell 10 AOCOWMFICE, PATCH LACED FDA V000' OPLNINI LAOI TO CPAitAky *Ili % A, "000,2 OF 14� Y4�44 � , I I - $01,10 � /4 -SEE AT4040I AS UISTIAHANIFTED BY A" POINT 1,40I A01.1 a SPEC.AiTY oQ tWAIIA llulwtfou COLIC (MIN f'­1 two P.AA I.) 11" OAAWI - 14 1 ING VFAU ONLY PC Osto It 14080% t . 70113 04 5 $10,1Z OF FLOCOA P;6 0 VANTILLMATE FEMALE 10 AND PANELMATE PLUS ANCHORS, 46 MANUFACTURED BY ELLQ ATOPISITAWTV,ON I t 14N IN I�Al "I'll,2, )i3s. IMIN I-_2G7I . %,,i,,(l kAtOlf /, 0 ,OF TAP-GPIP ANC�*AS, As MAGIV4CIVIARI) AV TRI TORPORAtION ol" ��Vll - l .A �,N ` A : T1441 � � . ,fo, . - I �. I , , .., '* Oh vill-6ty HiA, on* Zonb) _ 0 0 M004I EMOTOW!" UL TAPTION "NOR5, FLCC, 1,1AN")ATE'. A40 Cr TAP-CRIP ANCHOR TWO lifllf 1_­Xr4r :'Fer'll"': ,,�;_,, FLORIDA BUILDING CODE (A , ­7 I Dil ow SHALL K � 114"2 " 1, ­ ,iw le %.r- "R, - - .1w4li Put" PC 20 GAGE UILVANIZED STEEL SI"M PA;NrL I 1 ", mo� 4 167 .. % 4,400N Ift, O2) CALN-N & SaID-9P.T ANtHRARG 0lkl OF EMOI 7/e INTO toy. CoNrAETC, OI ow, NO CM '� = , __ _.­,.­­� '— ___ ."-- INTO �;Iqpoo,51KL BE FERIAIr", 1/4, 0-110 SCREW, USED S10" 13C 1 qe LOTH; Fik"Mom sIl OCCO ,-;:? __ - , GLOBAL PROTE61ION PRODUM. IRLC, -'WVP` " r_ � ,, STUC;0 _ M&____rII II EC$T. AND I FOR '0 ,,A`r­rr1 Z lillico, MINIMUM WAUS WITig 140 -. ­_ I., ,.-,TAT UF , ;�'­" "I'll E. , .!= TA, V.wn - At gawk RAT c4or", SAIHOWAN_13 L -31- �� --I " W. ' PHISK, 20- 11 711 r O� � - 1`EA"­ I, `I% fall to , 14. ,a 0 ,!k 0 IN %&; nAA,.Z 4= F .4" oiP;lAAU�0PO "' " ,,,,,, -.1 ., ., ,. :_ _ "",_ __ .-Wo '. _ � � ; AS, ;___ :IlI�r ­ � , ___;�'T ` ;�,Z; j���. WAL=, , , I ] - IF I 5 "",SAI It, I I '.7 11 f4i - ,_ �� � � 1, ,. I I __ "i� J& 4"A INST,ALLATI N 11.3 Egg REGULAR FAN&L"' XIAI I T , XISTING POURED CONCRETE OR CON RETF 0101I 'ST01ICTURES COKSM W.Ho" tur StWOOKLE ON 00010WE ANCIARRIF I` taot a THROUGH 2) ,,,,, ,, , ,�,� ), '� OTINEAttit mspm zw= wt�___C.­ " CON01,11% 4040"M 0010ft P , , , ., �Ii , - 4 1 4"C;"=_.),__ , J4) oAtIlm '=I -I lI'l (D4 I �,;,, EXISTING POTARED M-n= .) 1: I , Ii/ - ZIA'S -1-1- Jr. ­� EDAAAEADI V�* ,,'I,.,,,, ,� A, MI \ .1 I - � _1� iI _.II 00 if, e 11�1`1' V J L, ,_� ,� " , , , k � .1 ?2, IF ". , IH`H` 0 a ac - , wr I � �'111'�', 1'111� , - I; t:. .low . -, ,� ._,�r__ II.I.-T-1- 1`111 , -1, I , 4 /0 - - IRIS, — I irp.." 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Aw"S REWIRED, I , , '"r VA � L"�,.� ._ . �b * 9 ,�;3. ic h C , , . _ -CHO" M.S. 0 6 In, towlwq ANOAQW ,� -, t : WRIDINIC #I" r , S7 61AFKAl W( 5410 4,A) - o- (D - ON 1�� 10 J 't� I ,�, �tl it , il _ 4� �&SCH=Lt V= III twat O" 5 THAVILMM, Pi n. 'r 'a 0) §11� mr.%.: . FDA T,:�. 0) 101I TFRwrii III, ILL NRUNTING COUNG ANQ &OOR MQUIAITINA I-_- N&Jr 0111LO 0 T MQUONQ We,) A,wq/�.,; iwg,L.T�A SVC_XaLE 3 11 I" ,. I I - . - I I— ­ t 1 '2= I Q Flo", EDGE OISLAIA" I 11 SEE SCHtCULF ON 01 k -�- vi, zr� - I SHEM It a 0) I � . I S I I I I I I � I I Mw"L = � i , V_ 4 1- 0101IN010r.9 I ,2 ve Fit 1, I tOP & OOTINSW MOONTINIOS CMAR I "AA,000011i"I TO I I i COMBINED IN ANY WAY SWAT 7 1 � ;�` " r1z i4srAMIA10N. _ _,_ -li— - .. , -.""�.,�-t,��,,���,,t�,�,�'���7,�F�4�,,-,,, ',,'�'\'K AV,`,�Ct, "I _0!144M­� , ._�­�;'J­T ­'�,, ", " ��,'�'�,",� % I "ISINK; POURI I ,P'. ',I 11' I., -Ir � FLORIDA SUI ty NufficonA, Zon,l) I `;'�' - AL I ­ ­ r F.D . 1, . I * ;, , Pim unw, 04, 1 ______ ______ VII , E= -�;/J.­' "! I- . I 2D GAGE GALVANIZED STEEL STORM PANEL t " * 0P � PE 'r, UP � %..!�% * , ''I __ ----'---- __ rIA:.. I: , . ) - II.. , L _� � wlswod , �, Ni GLOBAL PROTECTION PRODUCTS, U.C, MAX CEIIIING ANA NI VI"' . ". 11�1� mllow I II \ 10 %w,L6t,IVTMM - 13-as 10 ;& T , __ - - � .". " "I Im, PAKINIL (04 .164%, "�, 6.).-il., 20-176 XE%P 11�1 f2 ", ATILI ISAAA ft,f " , 1 CA 11 - _ _ .... IRTY - - , ... -4."-_,MA*n.!� � 1- f 0 1, Ja P , or go 25 � � — -MLI, -1 ,� I ; I ..U.�_ I / I I L I EC TILLIT TESTING A ENGINERRINO COMPANY -1 11 I 11 _­____1 I I I I I I I I - I �11­ __­111­__1. : - WALTPH A, VILLIT, M, RP. PROD= BYALVAILQXROM , 1i1tiEoLA(jJWI.rQM , 7�,,Lt,�,. '%', REPORT NOI 20-0*27.02 1 DATE. July 27, 2020 1 PRODUCT CATEGORY: Shutters PRODUCT 04B.dATEGORY., $term Panels PRODUCT NAME�6 24 GAGE GALVANIZED STEFL STORM PANEL IMANUFACTUII I lon 4800 S.W. 5f Street Davie, Florida 33314 QE EYALUAIIQN: Thislils a Product Evaluation Report Issuedby Walter A. THIN, Jr., P.E. (System ID 4 1000) to the Global Protection Products, LLCI Rule Chapter No, 61 020-3, Method 1 D of the Florida Department of Business and Professional Regulation, This product Is being Issued an Evaluation Report a$Aesofted herein, and has I � been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Buildlng Codiet and to verify that'the product is forthe 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 EluildIng Code change that may street its limitations and conditions 2. EVIDI�NCESUDMITTEDt . XT, � , ATION DOQMVT,(j?_,E,0Ni, Drawing No. 20-1 fS, titled "24 PAGE GALVANIZED STEEL STORM PANEL', I I shoots I thru Is of 18 prepared by"rilteco, Inc.'; signed and sealed by WaltIoll, A, 'totit, Jr,, P.E,,* dated Oi[2712020, This drawing is an Inte%# A� "� pV. 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I . ii 6 A'AF I * . `!, "No I, `L I y � � , , � 18, 44167 S75" ., ) , t � � � I �,,� " � � * I FLORIDA BUILDING Coot (High Votoofty III i0drHO Zone) i I,, , ", 4, , *; , r, ,.,* � -.11-1 ___J . 11 11 .. t 1 � 'm r 0.0 , e 'L Ir MICKEL 'Ma %'--$'% STATE OF 9 "4121, t"'Al NIL lffi ,,,, , ,-',4c�� '06 Vc ., W� � ." - 1*1 ,;�� .��ri V WING NOT . 20 GAGE GALVANIZED STEEL STONS1 PAREL 0 MARK 4---1 "It.' -4 ek ot .Wl �, -, , ., � - i_­2,00'­­_� * KU H" "s - ___� W� k14 Al-FAM N, "'y � /" r1TrF — TION PRODUCTS, U,C. I"'"'- �', ��—_ All 0 . F,.� GLOBAL PRO71EC VKV' ir7 ' I., , _> Aii .r ) %KO i.&,.1'X_PP7*,0_,2 "Ut'h, I) 2"X7"XtZe " IF,,�41 _�', -6 41i'two,fititiAL-1:6401110y �,331. -1715 P wvlgittvil M PAM NOT W/Wt , . AOAW.NI -ow 20 ALUONIJILAK" MON040HAL WAIRo W/ AWITLEWAL _/ �' , I ;J`­M - - � =, �714­ INIIWE.� (" , ro (".)$" womwa N. I, WMWM (STAINISSU _j ___ I 00MIll 410.31", 11 "I , 0 OAF NAII POATED 101n), i 410,1^00"LOSAWN PIE, - ­ � , I nxz�� I - 4 �A L . ,J � , Il'or", ". 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"I 1-1 - 0 I a, I -I - - _J iI I 11 ­­�,Lrt 1­111-1.1--l­ ­­.r ­­' SO4F .1 (b.. A;-,,� V., ... I � I I . i5a� , - !- ��, I I I � I ; _vV,00, AA I U�&7��N) I A A. I A=* tT!Ii` i I W__ � _ZF11 , I I I r W =___� I � Wit'" $ "I I = - I., ,I!' &_i;,�.Wp a - �� S, , I � I �� i ux %"rt I . A , , P� V, LLL I i'_ISI, M ", P - 1 I� I , I .11 I - 1,0" I we � _W_1� V-4111% ., -I. NA,l , 1 ., t (1) I nFIR ( D ilt=-: I I NAI W Iw- I r1Y1 . I I _W 11 11 1 , , A , 11 %S.",pr � ", I I I I -, ,1/1'�(,711 1, v It alk � 1_, I 7747`� ,��11'1�111 I i i , PA � I I 1/­rr �", k"t,100 ,--" * - 1�� ��,;' ,�,T,��;It;���;�� 11 1 4'. �_ I , 1 1 �, � I i I , "1`1_111/ F.419"IX-cl " � � " I ,x � � C'v. I'll I " T I to � i ,,,,, ,.-,I : E I I 1 � ,,, ! - , , � I � lI ,�,,�" t" S! " "I I 111-11M.9341 Ph" COLIL(PUN) 11 � I 11 " I "BOOKI PtAOPED,� , " ADITIFICAL I m, ­­­r­.­1­­1; SCALE Vie., . i ..... "". � ,,,, �-J I � C—ONCI-WrE 1 _-1--_ 1 REARARED WUMAR11- .� � , _-A- ­ ­ .... .. ­' - � l t i;4 ` "" ffl,rwii M, iNW.-M."I � I � MAILOM "OHM : ­� , , _, N,_L " . �,� �1, �: �i �r, ,,,',�, , " I , ,__­ CAAX-f. OR �� �It'�"* (__ , ­',�,._ ' I S...01111 % I � , �"t'!'�""'��4,� 1.'t�,�i,�,, , �,, AX, , w - 111-111- _.__1 �" I . 11 - 11 i 11 t1str $711V low =%U: 4� -, ­'. ". . ...n. ,-..-".A I WOW, I,EETS 0, 0 WA&IS M01.11060 C M I - - &.4-R. I 1, I , agms-z-a- A 7 I - WAN FAK t%",— h6, � 'I". N ,,J1')*AA8 E - ; I ", / - ,,Il WRN1.7 � VIA= , , .- WM&I- I I � or EXISTING TANCE : I _EDGE - , * NEW 1* WIDE I VARIES - VIA: � � , I'v two � OrTNASMO 1, �_ J�r DOLE ON � I , PAJ"K A,VM JAJn( B, ,,LAA, , 11-1 _ I TTS; Stucco/ � & 0) �r 1- I J;hoN) 11 CAIW I I ,tios WOW P.Alt SPACER � I I ­1 i ,� WOOD, SASO "I I - � '�11 , , X I ­1 1J � � ���� " � * NEW I' WIDE At VARICS . 1/8' ,�� � � - �Nim :: � " � :: � � ! � LL 0A I I .VARIES �,,,,, � i , 1, 0 PLATE SPAI,TR yli�,, 1 L, ,,` M*� ", � i TOP & BOTTOM MOUNIINGS CAN at I No � 6 1:% I X � CONCREAE 011406" �,,, J;Aj!5!_1 , SIX.144 I COMBINED IN ANY WAY M SUIT ANY ,,, J� INVAIILILATION, . . � =4001AX DA - "�', � I ­1 0 L_ X"Acg tw I S TIMIATIN ll],,�',, � - 1 04 � t, A, ,., ' ...... t - �- * I _671mr C �� -�;j� ­ � 6Z _. - � ExistI POOEED . .... . !�� .-: AA ,,�,,., FLORIVA BUILDING COOE (NIgh vshicity 14U I I QE ,,."-.� vshicity 14U loons Zone) - ,� -==�40M AWFUS-­­­�1 ONCAM 0 SAS IiAiiry 4 f- I �� --A _.._.1_­.N.____1_____ i 1 F�Z #An . B" , ILA,,- 4V 1 �: - I .. FISQ10 ItTroo, "t rp I U71HP! 1 01ATMW ON II ') 04,,. V-Sw ��,, 20 64t GALVANIZED STEEL STORIA PANEL I = i WON Vt ,, _,�J X� S&CTION illlr� 1W --a . — �_ I �, � .. SCAU 3/d S,:�% 5 A r�e_-_�, .... r. 1. I ­­` 1_> *111LJECO...� \ GLOBAL PROTECTION PRODUCTS, UJC Al/— -, , 1 40, I'V1114111" -- WWRED AIT TOE -OR 11 ? I 40*1;� WIT - llk.,�-,'% N )R 10, 20-176 .� .V.4,9=11 PA010. (UU4EMAI­V,%& PAX, TAINFISAIA-WAII � Nl'�$,` .q!�nn 1=01111.11R&CISLANAMN D &ADS 1­1,11 - . " I-PAWA­04,A) -1.1 " , " ' . & 4 PAPPAQ, -"I-"- OROWN ALI I 710 � � l. �I �� �� � NMOC VAL T WILAWTV A , AM 1, , �*Iffl�& I I f , f , 4� Muff 4" Ott. � - - SWEET, ,� OF PA I , 44000P�o r A =i:tj __ . rROEPV,CT ICI�AJIIAA , 11, I ,Al2= 2 ' Large missile impact load test& were performed under,SSTD 12-90 standard as per section 1669,1,2 of theFlIeirldo, Swildino Code. Uhiform static too ' ds as 'per $Aofiom,1?00�8.8,,Per,A$TME-3�o. Tee( reports prepared 6y,Amodcart Tiostling �abcf South,Plorldo, Report# 0814,01-01 dated 03111102 witnessed by William R. Mohner; P.8., Soflz Moroz, RE, and Hat�yftttqm, P.E, and Report No. 0�1119.01-69. dated February 26', 2000, signed and ,sealed by"Edm, uJI Largaespada,'P,E. and Henry Hattem, P.E. Largetmissile impact and Cyclic loadings par ProtAccote. TAS 2014 203 as per silINellon:1 B09.1.2 of the Florida Buildling Code. Test Report prepared by American Testing Lab of South Florida, Report No. I 123,01-110, dated NovamboI 2010, signed and sealed by Jutla E. Gonzalez, P�E. I Tensile test report NmVOM-198 by 00 Mistollurolcoll, Inc., dated March 13,2000, signed arl,0 sealed by Frank Grate, P.E, as par ASTM E-8 and Tensile Test as per OC mistallorgioal Report No, 11*11,11.1 31 8,,datod December 1, 201 0 -signed and Sealed by Jerry Jaripitan'o, P-E� as per ASTM �E,718.' I I I � ai-MMUCTURM-em k ::::::::44 ' On 24 Gage Galvanized Ste mol, ....... "I'll, o I for maximum panel length vs, destion I , wind load', ap,well as muiriturrilanchor spacing vc, design Wind load andlPanal langih based, onrational and comparative analysis, and in accordance with section 1,004 of the Florida Building Code. b6160laterts prepared by TIlt000i I no., d4too 19AI18110 and 08127/13 (for this revision), signed and sealed by Walter , A,.'nlllt;,Jr.,,P.F, ZJOSAtLEIMEACTAMISTANIC Ri, Lamp miSsIlAsimplact under section"! 609, 1.2 of the Florida Building Code. as per $STD 12-99 4tandard anI 201', 4. "N TANCE' 24'Gage Galvanized Steel Storm Panel has, been verified to sustain wind ' ,pressures. MaximItim panel length shatIbd saindicoted on shoots 3"91 10, 11, '12 and 17 of Iq of Product Evalustio ' n Document (P.E,D.), drawing No. 90.176. Maximum Anchor ShapIng shall be "'Indicated on shoots 6, 0, 10,1 1, 13 ll�hml 16 , and 18 of 16, of Product Evaluation Docontiont (REA), dfaiwilq No. 20415, 24 Gage Galvanized $teal Storm Panial has been 96rified for Coda compliance to work as a ripri-porous storm shutter assembly, an per $= 12-99 Standard. I PaQiJJt1CXRyALVAV0XRXP""AA"n14U 3 , 5.-WTALLAW& Installation shall be performed strictly in accordance With details indicated on shoots 3 thru 8, 12 thru I 8 of 1 8, of Product Evaluation Document (131.D.), drawing No, 20-175., Minimum Separation to glass shall be as indWated on sheets, 3, 6, 13i 14, 1 5, 1'6 and I 8 of'l 8, of Product Evaluation Document I (P.E.M), dr , swing No. io-175. 0AMATERIAL CIII kRACTEMCS, AND SFECIFICATI04S; ' . Shall be strictly it) , accordance wIth,68herall Notes and Components Indicated on sheet I and 2 of 118, of Product Evaluation Document �P,P_M), draiiiiiiing No� 20-175, Anchor specifications shall be as Indicated on sheet I of 1 8:, of Product , Evaluation Document (P�E.D)I drawing No. 20-II& I I MJMMM. h11111.1 l�w��ll'!��1.1�lil�����':LTLQNS-QE-U$-E�� 7,1 � Shall be strictly In complionos with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 Of Product Evoiluation Document (RE.D), drawing No. 20-175 ProPgmd,by TIlteco, [he. and signed and Sealed by Wallerk TIIIIti Jr., P.E. 7.2, Product shall not be Installed within,HIGH VELOCITY HURRIII ZONES as defined on wtion III of the Florida Building code, � 7.3. Product shallonly beinstolled Into poured concrete, conareta�block, and wood frome structures Product Evaluation Report prepared by Walter A, 7`1111t, Jr,� P,F� (Florida License No. 44187), President of Tifteco, Inc. (Flarida CA-0006719). WAICAU D!`, TILTI�C(t APMON RECORDS 0ALVANIZCD 8TIM STORM PATIO --------,-- __ �__ _____ 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, lIPIW/10. 2W/10, 3W/10, 0/10, * 6/-. SIN/10, 6W/11 III 7W/I,l 1 - �* MAX �', � , , __ . - r Aw"001111 IT)* OONIC"trCfF setWOOI ON s"PET$ a & 0 rr - ___3. MAX- I* MAN, � TOO WOOD ON $film so * I I ---- --- � I MIN, � . � __ I— —.-- — --,--,-.- a ", �:; _1______ - ­­ 4 -.1 D.W,(D2,(5),@- ' ­_`­_"__­_____' -_ , , A i , I .,� I � f I - - . ..... �­ ­­-r ­1 I i - 1".."""", --T'- ­11111 I �11_ --T--_-J_­1'._1. _1,­I_..,_.'­1, ­ .- ­1 ----I ---- -i T -,,-- ­V - , / I I I � I I I � f- — I __ _` 111)1:1 I T I i I I I ; W 044T� 04+@, 6 1 " ­_ "" I 1 � � co 7,_1[ +__ _---�­­, , .. ­_I�� I I I , [t' , ! � i 1 I I I , I � i � I I � � � ,�� ," i J [_1 ,6' A, � � 1 - 1- , I", ­_.­.__1._j___J. __�, �, ,_ ,!" - -] _1 -1 � � I 9 - - , , , ­1 11 11 1- I � I'll, � " "" ­ i- I- I .11111-1.1, ­1 __ - L", , __ T""', , !.�­ ----T­-`­­­, '" " 1 i L4- i ; — -I,- ---fI- - i, I" , " I '­­, I t - � , ,11 410, � 1 " "' ',_'� - -1 .- I - - I I � � _I- -,+ "l- i I i ­" - 41 1 1 I - , ­­ I 11­­�4 ,,, � "' I � T­ ,­ ' "I � If I I i i I I ,; � . - I I � I . - .11 - - - � � - - - - - I � i � - . � I(SEE I , -20I,1" U III IIJILD E I �,,,,­I,f 60010 PANELS W1 1/40 1 N , � tT S M % SOLI W/ 7/8' . 3/32* I .%MONS I I 1 It., I j , I � I � l 414004I 0 EA, OVERW . APPLICABLE) , 1 � ' I �, I , 1 �Ba StrHO AS APPMAI I � Jl­ . ­1 i - ­ '-- �, ­, ­ I 11 �� J I I j �, I I - - � _ ­11-1. IIJ i i [11-1, "' - � k ­] 11 11 .1 11 , ,�Y ­­[, ­.­­ - ­ ­ - ­11 i �, � -1 - fI 1.11, .111.1 � r _1 , , �, ­f­ 11 - r, I .� , ,�Y - - �- -, - - I - L I 'I �, , ", y , I , , ; i , ", " , I I 9 1 1 I I I I 11 " I I , � , T � I I � � �, � i i � I , I , � i i 1 � I I � I . � I i I � , ""I, , , � � ` � I � I I � � "" , --- ol � ­ � . ..... �, , , � � r),M"@-,@,04 ,.- I. - - Q-) 1 � 141 -- -!*-I ­ 1�41 1, ;G� 4J i -1i.- I ,ill, I i ,I � Ir I- I I-L I i 041(�),(�)+@.@.r1;iiWAL_ I — ­­`_ t _�11_61/5 : I 5. Mm__�, I ". .3: MAXI 1.1� 1/4, 2/4, 3/4, 4/4, 5/6� 7/5, 1. , � I 491 MINI I * 1W/10, 2W/10, 3W/10, 0/10, � � I SW/10. ISWI & 7W/11 : ! AWBI PDA CON"M SEE $IWFGP`X ON "IS a & 0 ­ - I ___ ­ - __ - 11 - , .� ­­­ � ­1 ' �� � PDT ADOD SEE SECTIONS on sHroS to 41 11 I REQVLAR :jTORM 'PANELS , ---- L­ ... SIL"I" . N 1S ... 2.07' I/,. W ; IMIN. OV0N�P_t1_!t%t INAILD) :; �1 �miu 111ilt i 11 ..kl' __.1___.__._ ! .___ I I I ­ i I I i /-,W,-\ ._,_/_1!LN 1�z / _71� 11 11 ,� _�_ ",", /IWIN � ) - A, $ hFA% \-_/ a. 'r — U P0 .'I I I "I 11 AT W I � - IV i f ,�� "�.... , ;, 11 , . ii� ,-4. LORIS! BUILDING CODE (HI vv;oefy HU wone Zone) I . . "* , I . CD1 A r*� * Ulm U= M. FP . ' . " GAGE GALVANIZED STEEL STORM ?ANEIL .1 I No 44167 . UWARAI W, * � - * "'__ ­­­­ SECDON A A2 * ' . -1 � ;;; GLOBAL PROTECTION PRODUCTS. I.I.C. ITIM/2144, " ' _` -- , _ 6A , - N, vs. , ATE - - I -, _� " / 11LIECOU,il � , , CiRk '. , *�" A' " U=.WIL1IZ"111 '011I 20-176 � &�!.`V A. . PHONE (WHI)MIA-1041, fft (I..,M. VNI - . _ , 1, - 1-l"=11 - - GIVOINZ "., .... � , .--- ,Jrjrgf. - ,r--= �_i III" I N WARR A' '40 .L, PE1 'm Ill . Plff�___ . � Put � I 04 411MOW �'_A"""` _ 5M Fit. � I— ;; L------- ____ .— _-N. __ _____ REQU PANELS3 ' & A 11 - P ,R, CONCRETE OR CONCRETE 6= __ . K $MCTQM --lurkto CONCRETE _19URED toKloor ,rl �IPQUFIE' COKCSIETE ANCHI POP owpor S �_­­ 1, ­1 I I , "I SEE NOtl ON ILRECT 0 - ___ , , - ,Ws ON , L FOR WOOD SVIE SRI 12 1 i UUN'tz'n't M­ I, � � - ­­ r-", " I ; , art , t I SAW A) i i 1-11 , � "I', —.- -.1_1_11-- � CONCRETE OLIKK 1 R,OUM � �' r" QRS � .-IMMORIETIL ANITH � : "11 R) ! � ,,�,�� I 1� �­--­­­�­ - I � i �k � BUM" OLOCK RE � -11.11, IEPE 'A I 1, V`S.=1SN` � SPUT 0) � t �,�,,� I .�, - -----,-- - I , � . I I I �3- FAI 2-67, $' M-I A, W., (Aw OACIKAN - _�tl -I R! 9, 14 *Z wim " l!",_ Wv _P, i �� %* I 1 � I � � I 7 i , , � 11­11-1-11- , � , , �*, 1 70--, � _� � � � It L_ , �, i� 1� I " I I I � � ! I , - I " I . 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J ,-. , � i i�f !� I � � , � � � � 1 1 � � � � �2 4 I W� "AIRAWN � � i I I I � I­Ci�'A&, IL'- ; ,a I I , 11 WI 10 � 'a i i : : -L I 11 "M I., � � I � ,e 0 .11 ­1-� I ,, , � I I i � ; � -1 I A � ,,I � I � �, * � ­LL � ­� .� - , , #f � Yi � 11 I 7' A0 I , t ' r' I �, 7 � I t 1 , 14 6 I ; " W%V` In � - "Vor I 1 $ i , It SAW '" I 1 � � i i ,, �, T i � , , � � � I , , � I 1 � ! ! 1 1 1 � [ I ; , , , "I" r - � ' : � � I � 1A - . - "I - � 1� I- .1 I I I 1. ­11 11 I �", , � r- 0: 0 , � , � ... � �, " ; I , I, R ,�","� I I - � , , W I—- ___ * I , I r - ­­11- I 6 - 19 �W" *0 0 ,AW � I ��,'-­- Is 1�1.*'IRMI'o 14111 � I 11 I f _ - ' I 1, - _­ ... �L r ­ - I � I , 1/0-ow I - MIMI AILA '� � d6 , 'L , lil EI-111-It- I __ . I 1 I Ji� -_ ---I i : I'� : L ; - r -, I O'k, , , � � � � I , , � , , I � � , � � , � � �r i 1, � � i � I � ,� I I I � � ,g , I ITYPIALA, � I L q ,� A I , q : I � � I I � t � � 11,14� 1 j � . �... .1 ��,,.,_"�,i, - � I � I - __ " - - , , _", "­ - li� -, r - 1 ,-� - ..... " , , It- 111-1-1-1- ­ ­11k_: :1 , I I '� ­_ " 111' "Ill - 1-11. ­ � -- � � ; , i i � I � , � )� � i i I � I I I I I , , � I 19 l 1 1 �1� I � -I', __ i­_ '4 ' I � , , -� � i �M, � , 0 �?__. I � . ,,;, - i I I � I 1 , I . _� Z 0 0" 3" Mw.� 3 - MPi,, - - D.Ml,'o - 0 , ork. - � 11 � 1113 "Al 111��� ��,�,;',,�7 � ��,�,,,�`f�,M�t;,,,,� I ; q I I MAX � J � a I '4", , OF 11 � �",,,",,r",,,.,,,,",,,',",71"""�l",�l,',�,,�ll"I I : MAJ, � I 1, ifin, ON VHEEI 9 i AWHEAM: FOR CONCAM SCF SCHEDULE � I—— 11 r I I'll 11­1­111.1� I ,,',� ,� I i � I I � "I I � 1 � � �, I � ��,,',, , i � I N1311 � FOR WOW SEE SECTIONS ON Sil 12 I � t I , r A � ? � I �: -11' '�'! ' " . - � .r. � I 1� ��,,I I i � � E'�E­ � � I "' i JEfL '�, � � ' ! � �`,�`,, L � � -' & Q r J tLEyMioN `S'0ffF%12 ,,,�� t ,- i ,, I I ", �, . � 11 - � ; ,��o ; I � I , ", , � T � I � I 'z, 1 ; � ! � 2,j4 �1 f/4- Wx SAP � v X, � � I ", � j , _1 , " I � " , , ", 1 � �, , - i;W, i "" ", M "" T1_ - � 'I . � 500-� . f : � � � 4,W-204/4, S.S. BOLT � I � � I �1/ - � _E� L "I _:�;5, It, � � 1 � � '�' I - ­ - L_ I i i i � " ,, 2,07- IMFL 001LAPA,-1,110,101 WILII -, '�", ":�� ,*-�_ -',"'��,�� - i I , , � � I � ? *1 , :� I 'A �/ , WPID "" � a � L`,,�, ,�o ; � I II 1VUBE , _ � _�",I�IIIIA; 1: , �^ ��4�,Iit ",,!rt', �. S�L� L����_ � ��4 � � I I QUIATAI 0004" S"OQual) I � eoutnMAW110115 � , i ( — 1/4, AAAX, dw ,4 � SHLV it) � � I - I -:,/ 41vo (M scolo" I* ­­' (Sri � SCHEDULE off � swx? S) � � Hro Ill I i___ %J001 CONTACT, ON L_,_yX4R,RCFraW0R&C CA , -==0IR I , Af4wo ff&MA=A_.kh$0 $Mt VNI-I I 0 ow" 10 = 490,10100 -'I- ,Q19"101"O WALL MOUN­ - ... ...04L.".. __ __ .__ .. ­1­1- 71-- ­ I , I wam;."A .. "AH., , . IIQ,,Frp� I I., I , _ , 41�� r4i��;.,_ Eilis;"�T"`l I - I .1 '. S FLORIDA BUILDING CODE (High Valookiii NET canit 620011 14:10M. INC Z*n6)1 III E,o, - WA DISTANCE II SCHEOLAS ON I I TOP Ar 607TOM MOUNI CAN OF 20 "GE GALVANIZED SIM $1001.1 PANEL I . No. 44101 ; %. ~ ft, I * (=1 . I:Z ­1 - -_ - - ___ ArPiul - .- � - , - - 7� a *-, IJ__.;JI -, ­_ XO11AL PROTECTION PRODUCTS, LLC. .,� S­__ r. -` 11LIECOUll '\ a SHM 9) COMOIsto IN ANY WAY 'TO SUfr MY INSTALLATION, � �- - 11 ,.,. %'&`%,,"� nAJOV-. 'it 740 - - Z/7" a "I SAr. S, SARAW Ll AiNAD PITAADAI=�Arr J,I __ -.1 � I_ __ om 20-176 . ­ "I"'I 11*$h I,� 4' '114�� - -, 4" AN;; TURING, W, , I-Ir"", �F ;w,, —.- - nPli/xIATIF ,A'. X " — "'AlAi Now" 4; , ly. i _0l9j:!M1S__PW � -1--l-.- I CIVITI I= Ila 9 Z — 01) " C= " _F_J (3) (1) r- (n -0 —m > 0 ,a) = .#­0 = :3 E) . a) L_ 0- a 0 "a 2 a) C CD_ It -0 CL . .— Q" 0 0 a) .+­,, W a) t:� a) -0 0 0 ­0 '= -0 a 0 = 2 ca. — q .5? a) ?: M = 0 = U_ ".- M .W (n -0 (D Cn J-= L_ 2 M 2.__ Q_ = � I -0 'I C: . - _f­', C0 CL. < a < Z 2 C/) " CD QD C: W 0 " " =3 = _-) It' _��' 01 I2 �, -1 E, ,.= It i�­ �,,�I, _� ., :: ;;�' , , � ", .= = C11.1 .; = ,,.,.+ '�,' 2 M 'I ��`­ 1) -C, V,A .,�z L, El C'XA 'm . - C,j _ : -E Q, !-, ! =� .;= ,AJ E: r.r. � ,:�,: f= 1�;) , U :t'f "44 _* :-r 2o .5! CLA ..� _� 1-1 W W III = = . 2 >, 'Z 'n L 5. - C. E_ Z r-, Q_ U - 112 go ,0_ I.- _#­AAJ CD a) -C U) M > 0 L_ CL CL < ff 0 =3 _0 0 L_ a- (1) Cl) M M SHEET NO. SH 1.0 , -r- ill" aN WALL AND FlaSZO8 MOUN, ING INSTALL TIA ON FOK �; DL wS 104 SPLITPANELS 1 ""MR, movift (SQL SxaAE eN sir, i 4 91 1 ' a"°m a.�,MwNM ► Nwwt"AMaE -1 t 1"".. ANx # 1 I .. _ 'T , N'W 1RRa 9oLTa '^�.°c kgdt •\ I "• ,Ao'rr" B +.r"' x'.R"Igx4_A 1'"iI''-•1p-'It• i ,,..t F {i ^YI t '1!r•�i -1)T'-tI? t1'1F'^It•yI••1y-j�-I}-Iti ._ I YMuN.,,;1,_u t 1 L 1 1 K A�A[DXF_t a) a 1/Y• MN: C.D. SCAUE1 llpAb, J1[lNJ3illr-.l, AANa p7w/ h+AA/+• sb. sACi. • 9' oc y I� Nfl W ' AwIEL aEwa/Wi a` E MiN911 r�• Pa r y eue L'wra" v i'9u C q1N 7 A PA s Y I® SCALEQi�` EDGE e a4FL CgN"P�,aN1 MULLION SCHEDULE NNM (3)II•'A TMV Ilan -w wMNFR • Nur. 2 2 a/TOOL rAif 0cum mN/f>MR IIUIJAIN-•-•••-•�-•• Alm - t90R•ro�AlLon rw M,A wmw Nor. MULLION REQUIRED Mb. SPAN (Fc) ' TUBE A4ULLNIN •' S 4-•6" ..., 1'. 3" x 1J6" Y 4•-6• TO S'-e" �. 2' w 4' 44/6' > W-6• TO e•-10` E r 5" A 1/5`. 2* 12e > W-10• t0 6'-0• 2' a 6" • fiPANS »AI.IOQFOR ADaB4ONPRESSURE RATING SECTION 7 PO 'D�L4T4, cwIMII! AN 's 434 ORIENTED SCALE sfa-1' NOTE: MULLION CAN ALSO BE INSTALLED 00/0 STORM PANELS ON TOP TOl TOP OR BOTTOM or (ONEPAPANEL OPINING W/ IUEWOM so THAI IT IS C ITOP d BOTTOI•) 'HMO. >Q ama , / `"-•''r wAA4w /AF !@Wnt4t qa AM9 NSIO 1Y^M1V' iRi WAL/Y15tlNIXAK `SPLIT STORM P� ;L ELEVATION n.) ATION SCALE 1/4'+I" '`^Drc'xr;'nraM+y 80AyE' INTO EXISIING WOOID STRUQTuRE3 3 r^ 'AN" . 11w1 4' 9a w n 14Aw• • -110w•1tl ALDn -- n '. fi f •:. _, CI -7- +(4Y 144 ,NxM O r a4 • , D NxpaNnilw ..,.. eGnW YWOO'wa".., y` •, ,/h 4W 9aRDr9 • C aW. R I,I: ,. r • r,. R 1�(Orl I owxo. w row..cu: .. - N .,, bm,4W N9aa V.PI 1'W11 rw L 1 w1Ys.M - R we ,..-... _-..-. ,•. �: NJwtw WPW t•IR}WeRVI �a( aauaA4MsJu, ,I Iw M RwA 111. rAr.,� Ih "^ tP IA•N� W/. N I ': I• I � I X. � � Ib g Gpgy I/CY ww nVdrMlgly. Av oA " I� j r •wM• �,., � J Al I tl tl$$ SOMA M r AL5'."• �.r t y a� 1 Ae T "'YG D aMtNr+T tl i 1pNr. I r•�J ^^^•+PAYE^^ I 1.n A _,- to I � � i 1 w[ WaIA1A4r to =4`00g1 �t w aN@ M r INEar_ - WAU ko"11" t I dTIG x T �i l • RW MAILL1/4* 1 N . r o I -11 r1A 11 ,p•. I a &. IeMp Sao, wwAwa BUILD" -OUT MOUNTING Nato W TA TIN L S .LA O ATE E JI RNA7DL_.._ 1 I 4 a• a r.n rAG MDrI+W. ww " / 'li Lp r @nN�+'o. rouNurcw. r r / aPMNr ,1 ,,.... ...,,.. .,.. » SCALE. 1f4".:. y � - - ' A4IFD91aw w MR' GELLING h FLOOR MOUNTING WALL A FLOOR MOUNTING WALL MOUNTING Il'iUAt I AT10N - ALTEUMM AW INSTALLATIONS - ALTERNATIVE jjlf AT TOP IS UMRED TO +55.5-67,0 MAGI. SCAM 1/4• . 1- 1NSTALLAiWN w � � SD, DESIGN P(SECTION R 5FSSURE RATING. ) SCA.C: 1/4' 1• S4NJEI IJ1r (6�- rnr Woes ol@1 - AM•ANn w nNWI aMWAaq CWIW. RCN, NOTES fAN,NNNNNW(pAAiAA FLOOR_MOuwTING INSTALLATT ECTiON LAW SCALE 1/4' - i' 1. IN5'7aI.LAT10 S ARE ONLY VALID FOR BUILDINGS WITH A.S,D. DESIGN LOADS T • • UP TO 55.5-72.0a�* CUNSTR11CT10N:E UP ; vC�r4167 FLORIDA BUILDING CODE' NI h Ydiool Nu cant, Zone 2. FOR NEW WOOD FRAME W000 MEMYBEF2S0 HESOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL r� ? N0.? c*: 02M P.nea ONO 20 20 GAGE GALVANIZED STEEL STORM PANEL. oRAnn' ft S F_ 8t ;> T y �* /N /y GLOBAL PROTECi1DM PRODUCTS, LL G,�0;A MOUNTIINGS 1'.AN BE COMBINED IN ANY WAY TO SUIT" ANY •. `. F(T•• yrA�S ���,LL,�3� )taha T_i+'^y /'" S.W. 6oS1gEE1TDP,a['P,IDTTDM I T T Tl '. IND 4aMPANK. GIN.%„ �TSI/ PrpwN.. (a9A'165W->aN6; FA 1: IOE+)Fao•-WTv> 20-176 Pitep..h, INSTALLATION. AAAANS'IT A�" r,"NN,: Itlr=.I1I. ,`tlne°I"i`Yn .,usaNa .R u-6aiTn •^a^•� R. 111 I/ILIA NS" .uL/>ru+ATux,-..e /wn OLIN A qqqmj10.UT Jr., P.C. fNP FI-IY aNAEr ,G a zs CONCRETE ANCHORS CONCRETE AMORM PCA Co14CREN AMCNa" , SSE SGR'DUE ON SHEET rA[. (SEE SGIEODU ON (SIDE SCHEDULE OR .: Fall WOW WC"I, SEE SECRaI. OR SHEv 15 sRx'i 14)� qw ....! FOLIOED cOrsRlTE 1.)� 'rw",MH,� T/4, 2/4, W4Y 3/4 DR 4/4 T, 2 dI iW/T5 TNNI 2 1250" RVNN"Ea� \: 590" 1 a 3 Un. POURED cowe"TE I w I a aLEM'H�9yCC,NEnNE aR = saYEbula OH !'rA,OSWEE (ENO rMaB,) '., tIMkNIOR PANEL rR+1ERr4R rN+EI) (HLTEIaOR PANEL (E,� rHNCu r Jt1y{ t iM'Ox'GUW9 TWN T R•4Ny3Y •-T eYAa 3P` b '•-'j" "'": I r� ai 0 LVnW � ! IM '-"'-'••.••`,, SNO O IP II2' O.L. I MKHMi - 1 4'hl' WgW1E Y N Sr )(' w / We , •M . 4 1 ^ / m, 3/6 N AST • 51 �...�...�.�. .� i�N 12 1/x Q.Q. 3 IINt tGGE H is {JJi 1P Ilx. a0. i N _.. ,,.1... ,. .l . . _,.......[ .. SEE PIT (SET aL7 2f5,)�. .. .., .�.�...F'al..-..,_ ...,.� .. r..re.... f:.. �,,., � 1... 1 'I - 1 Ai'ENO PAiE45r y\IP, � I oLf I I !1 !SC'/IINiPNS 1/I4 1 I //''hh S 1-jy DR A SNP ias 1/ 4„N' ( 1 1 I 1 (aEF 067A"S ,/,. PDUAtp 011CRETE� ; 8 Y IA �.OfOXAW; i # i 3d WIN pa /A 2/4, A 3/4 aE 4/4 T, z, dE � W/1'5 T, h 'TW/Ts NA% LOC ONLIFE SAiEN PANE PANE I -.« L W. _ AREA W/N0 LIFE SA! . PAYEES LOCATION OF LwE (SEE NOTE 1BELUW) k la, REGUW� PNIR9 w/ OR --..-- __.._. SAFETY PANEL -^"1 _ _.._. ;. J .., ..,�_,_. ......... , W/O NEaYLAR iRACL5 (SEE NOEL. 1 1 "•I"" A ertow) LAST PANEL ((� 40 QE W57'ALLEO AS (`� � "G` �EDNw 4 � � r . �''� r �'''( LIrE.SAFE,M, 6T0RM, rAW'I, ORENINO 'SFMAk r`Y{rgy I FALyS pppq Sp,,LB SE. PROYWKD W/ AYFAR KABALA SHEEP 14) 1baR(D yplq,•(IL,n -••/ jEEALwA1S Q/ ^-"- W1� CORA& 10 RAC ATE INSTAUATLW YF nNF 9'M' EJT Lela. RSOVNIED TO RC INNSSttALIEDOR PENOL£b FROM I COWC7E ANCNOW9 1 -" OF STRUCTURE INOM rya wEEI mi ---Ea '' �. ATION 1 MOUNTING INSTALLATIONALE a 32'Ri` WALL AND FLOOR MOUN TINGNG NS TIO / .IdGAI�crr Tl i TALLA N L11 =_Sf AE.1� SCALE; 7/CI' ++. 1" - SECTION 2 SCALE! 3/6" . i' -+: I/4• Mo+ow `L%' ® �i ::: S1TiTF.S.:.OB...I.EA,-n6EF„T.z`,..5T.09M..4'�LA..'9y5'1EIA_,INSTM T.Ldi!IL•a:.; I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR UAST PANEL) T QR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). L6 t.. m wR P, 8 �N.i n I L1WN SAFETY PANELS E[E Il I IFF. MAY OR MAY NOT BE INSTALLED AOJACEM TO REGULAR PANELS {W/ OR W/o REOU&P TRACKS.) w NOR' 1) ��N�r�ra�•�` p 2. 'UFE SAFETY STOR PANEL COMSfSTS Of 0:031' GALVANIZED STEEL. STORM PANEL. AS .,y,Je„y/,(„S,QN,;;L, - PER CYJMPONEFIT SHEET 2 OF OPAWrNO, SCALE 3/32"»t•' THIS RAVEL AI.1; , rTSEIf TO BE REMOVED OR W$FALEED FROM THE INSdOE OF STRUCTURE 3. LIFE SAFELY PAN�,1, REOVIRES TOP TRACK TO BE COMPONENT 0A, BOTTOM TRACK ro .NA"A'1Lp�TI1Ll/r A�A �y, BE COMPONENT �7 A5 PER SHEET 2 Of iH15 DRAWING. y�,1i,`f(p`: ... , J COMPONENT 0 ALLY. BE INSTALLEO WALL FLOOR MOUNTED FOLIOMNC SECTIONS At "P iIJ •''yi OR 1 �T y 2 ON THIS SFCEi', AS WELL AS OETAiS i k 2 ON SHEET 14. `�x-- x, �w�e'EN$�` FLORIDA irE7DE (N# I1 Valoolty Nor Zone) .BUILDING care .. M'n. LENGTH FOR COMP 4 1 G R C O N'I YS 16", s M E 4�P 0. N 'Yw»nya TECa F ON, : ANCHOR SP I FOR C T AN AT M ' W0 M A NOR AC NC l7M OMEN CNORAGE BOTiO 15 LINEN {1N r4. � s: 'MT' "�.' ^+0 BI,RC. GARVALNIZE.'D STEEL. STORM RAVEL 5CTIEDULES aL 2, sHEEP� „k: � DRAWN Rr: COMPOM4;NF MAY BE PERMANCW OR REMWABt£. s. seE DETAILS Iron INSTALLATION INTO wob0 FRAME BLaLpNCS ON SHEET 15. =yO�'• DA P: __Y Wyw■■_{■y@y■E/�NRr/@�y� GLOBAL PROTECTION PRODUCTS, U.C. ME. Q�:: •. .1. _ rP@. Ii.W �P V ING: +6W ya.W. SI $IR�T y r SEE SHEET 4 FOR DE7NL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF 4�I FSs L ,Y � LL^ RO ! a C ANr GVW R w14 y4FAF 4NA epAM,nA"W w+' l9'Ja)4e6-'r9b, FAILIaA4kW 67WA 20-17B '_,'YUCCO/W000 l� ji1R1"-IN�e. SPACERS AT YPAGKS INSTALLED AWACEAR AND BLYOI� 70 BANE15. YY ew. ..III RH..Y1 W ORIRVM NW A TA J .0 P.Y.. 3AAL,/SAIRAILAEIGTCMal SKEET' YA aT Ya F1M1 In rax.v P[1a nAYFl FfRE A M WR�M,aYW1NR Ae wra PrT PANEL LEH L! . rH@11 IA I EM NOINO pL4Ai�611UPNiEA�jgtR Nu,. ECIW'a1 IL YN,Nw �pW�a C!/65 PMIEL RAiMO TARN, (0LS m CNIMNWTHEN 49S d -fx a 7 i DR ms x IleImmum I THIRD a R 1 N7 5 TO a -6 Mai x aIA UUpODDLIE17 I TrPLI a d. W a5S.0, -7x,O itla-m•-TO it .,7" �1W+1 •^•-• �'/7'-•.1'-'- v A•7'.'oilR l ••• -•, 6_ 4 a32, -SILO - 12'-4. OR IE55 J efY' ' �Lo 1R e ♦ +0 " SOLtO W/ 11410-20,74 SS. Y,S. A RNGM/i A OFTR•IP a MIOIENGIN OF PANEL MAID ONLY MR PANELS 6)k 0INSTALLATIONS AS PER SECTIONS 1 TNIN1 7. ON SHEETS 4 61 51 MANMUM "a. OTSwN __...�....._.-...W_1MWWLW �''� V�_ FOR .._. CO,a 1f2' AWUCAWLE m SIICTCNs A P ANO TAPCON. CR TAP GRIP Cal R M P n AH6LMN FFMM.E p N'T p AW NAME WLW M7RtG jR A1) ..-„ TU CONaNE1( t E .-..,..... _ ttt •PONkIKTP „_;t�_.... f1E .. TD CgNCAk1k t _ Fa agNC1N'46',«aM ENE �. We ww"mmm 6 MIL .ANT TNhN UENOTH LENMH."1�' 'R: C ) ..,M..,.... 6' N/A NIA N1A 6" N/A Y. AIA a• 1 ITaP1^f I ••-a'..- n ._ _.. N/A N/A 5' 0' 1 (aORW) II -.. it.N/A N/A N/A e' µNIA (/ A �...._ ,.,. N A / q (TOP) j on LESS SIJA N/X ,..,N/A,...,» ir T N/A NIA 3J�k < ii4 1'-6. ON mu d' 5` N/Amm N/A a' 6' w Y fi' 6' a' 3 IBo1'ioR) a ~_••.6 N/A N/A N/A 6' N/A W N/A i N/A J7 (COP) .� S' _ NfA. NJA ,•d -d" m-_- b 114• ..'6 ..6 (porrom) R/AV• N,/A Ix")/P' ,j4^ 17 T/7" rT/A"t6 rye'". P/4" 9 (w/mortef) SEE SEEMS ,0 A It FOR ANCNORi TrPE ! SPA004 FOR WSTA1LAwN INTO W00 FRAtIE BINLD"Na IWN.MUN AlaCIgR SPAC1Na1 ANQ TNWMUN EpW daMNCE ARE; Wai'A1T0 ON TWS SC 9mc MR to LESS 1RAN waGTID ON SIAEOVIE: REnIIOt AMLYKW 6PA0rlp Try 'Maflp4wW ar.�rx+' V OTM'OR SCRTOVIE Sr INS F.APCR, O'TIoPAiW aRAOtNEO' A@Aa FACING" .PrpN/N SNlUnits THW M"wSMACRO 1141"1DVM4 wIWP# //1[IIOR TYR T/A'p 7/th 1 4A1 'I/4Y _ia.Yw_... 1/4"•. I4- ? w-wro G9N.-M1 "pm -SIX WTANngt RAW W,a 1IW tYmiM eYwx a-) '._.,�.-,_ a Q. rlg _ •-.„! 1�_- A - 11eR NORM. BO: MONK pIB1I01}. MOW NE .wr a95 } , TW ,LOCI I/a' In A yfe' LFAID LNNAR3 QLWWNa w/ IN TA I.AI,. �IQN,,,j� - ':.-., ... PANG, Lmros, UP to 5'-V AM A 1/4' U.a: 5.._,..«- 'I : i rUR LENaTY,s UP G w-D^ Na.- Olt jlT4--ia PAAr1MA1E FE±IIEE ID all PNIELrNiE PLUS O �'11 12 1 2 0. C. WIN , 1/Y` MN. nIgFAOEp PEN MiwN iD LARDER idt ALL Li11GT115 UP l i E^ 71' I I -a' M9,, III1. i A i YRSOME"♦ i` O w/ A AN7EWYPIaN1 „ 4: 1 ` _._.-. To D-W#4 vw MEADOW. LY," tv ,,', III Y. _' II 7. IJx"•....„1 " RUN` R 4" QG. .ix EU i C1 t I )nl 'L E 0 y 1_ I II 1'I 1 EQ I E a I 1 6n1. Ali EO '1 EO 1 t _ I i WO4w INA0TJ1 1 1„ 1 Igy uum la�OPaR I w� ap1i��E./TE�I� -+ but �I i 1 11 1 SEESddDULE I j p 9 r a r SSPARMra R 70 GLASS. Y a i aEEI SCNEpAE ON SNFN B I - ORMM. SIYAAArioN 1- Wepuss 1 a u�tiar I EVARP :+ • 1 , aC 3 N 1' wA, t i 1 d EO E 11 0 E Q 9. 1 .._ 1 i Aw Ea , I I EQI .: ,,..._ 1 Elali J -.. - - _ _... EQI 1 ,. . - „ , . I - P 7/2 .r•� (_• ED --_. ,,• - `I ;I . :: 1 ,,.. �. :, :'.. 9a REQUIRED i1ENRMNn litI.a•.• 3f6` FOND dWASN OLMRWO W{/ !/4's_xaRGING M:B. B i 1/a•.D,c i;". `. I " �'•-T Pro.: A• S,S.. T1e;W Aa h g'. wnaD pIAtF ``' �'� �, OR FM PAlaa. LENafNS'LM m b"-D' ANn a '. • , N /DA LEN " LW TO a'-$'' a., 1 i ' l ' . 4 �' i OR /14+..TD PANElWATF n &" IG OR era Ago 1?I PANIYAU E WU5 @ ,r ,/i a, a wnH i 1/+"• W acYA s r Dr w fW ALTERNATIVE ALTERNATIVE 4W T1W7AlND PfNE7MT1(IN AT IIIDNr61H Or E"LNTWO wooD WAn NOR PIAn I', • MaW,DPR a MTc SCALE 3/6-I' 1/s SGYF a/8.1• ALL. L04THS UP m a' -a' 0. N(WJ)Ep ii1BE1[l�SkN t SHUTTER TRACKS NOT MINK FOR CLAFPY ffff NGTiST Ol•'1 FOR WTH DESIGN 1I 41Ai,1lt0 Aii Af p 1. INSTALLATIONSARE ONLY WaL10 BUILDINGS A,.D.LOADS UP tO +55:5, -72.0 PSF AND PANEL'S LEWGIH UP TO 6'-�6" EN g'�x�,• 1�Ca s� FLORIpA BU#Lp)NG COpE Ni h VsiaoFl Hurricane Zone) 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 10 BE SOUTHERN ? 16 e: I'm mina RTC. r.P, PINE N0. 2. W/ SPECIFIC DENSITY OF 0,65 OR EQUAL r NCI•' i,k z_ 20 GAGE GALVANIZED STEEL STORM PANEL. mow w,, aDz� „FscDN�#N6Tk�L �F sFs T,La I; TOP & 80TTOM MOUWTTNOS CAN BE ?a# 9 � p y �„0 +' INo I Na GLOBAL PROTECTION PRODUCTS LAC. aeDa sw, a, sTaatr F GVe, FL 31614 GTE: 20RAwAW COMBINED IN ANY WAY TO SUIT ANY 4�,fS51 A ' . __ FA1 x w:re,l. tR11w9tl14 AM9Ma N rMreN Awn < IW@ r4. + EIN1 AFn-r a•DDG67w PlLnmal te54)ve9-7d4a. tRW4?NaN•^a'P!ri _- wr- INSTALLATION. N RANI fillN A iEAL/SAOM:tTUWE'/a42 Wrt Ww.IER A i.. ♦ 1 owl, ar'xa PANEL STUDS O EMERY QMERur ((12 1 2" D.C. TO HOLD PANEL v v t I N ( UST T, i SEE ` ,a �i - SEE I NtEROW PANEL EMO PANEL1 SCHEOUL€ /L SCFIEWLE /1 OR 7""'', -. _ 3' -. FUR MDx.- Fdt Max. 3' -e ANCHORANCHOR ON OIREOT MOUNT `..WIAC04 Mln AOBG ,. „•LIB ScALiE 3/16" . I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (la-M.) AND 113 TE1111 T9 11�W 10 C9hQ.R£1E" A' DtiNQRETt BLOCK STRD BLOCK SGHEDllLE..2'...T . �.ru_rrALL..aLQvxa,saNa(uDNs�ve.,s._aannM..�.e.D.=,.n._ua:_. ALTErNATE L 5UDS p EVERY OVERLAP (Y2 If .. TO 1ICW,0 PANEL s/e' 7' TILL • SEE I SEE SCNEDU SCHEDULE ' LE OR _ a e T � 't s x NCE NCH A4a1P ACING M SPACING SPACING BPAQING �,.,... ,....-....T•3" Min ..:�„_....,-.,.-,.. SCAM 3 it + / ) MAXIMUM A.S.D. DESIGN PRESSURE RATING �D.a.{AJ AND CORRESPONDING MAXIMUM PANE LEN�_!1_"I M ��A�EDULE RAG rtuC l�,.Ari11. LG.SEGIZI(IS.),.k d."7MLkG6tLC EG61NE..SAEE1].ITStAM P6NE L IER. 011. Nr BURL AWAILM AS.6. DESIGN PRE65L41E 1 '' 1' 1NTAw U iAhfNW CALK-W PANSLWw IEMNF O PAMLMATE :INNS APRICAS.0 TO AECTIONL / d •r CWBINAT"N! � 11fcM MANNNVM PANEL IIMOTH t" Ill) FIE' CfW 1Il. CDYIeoRETS � p L#NC9CFE CON 'iE WOW BItlCII oGND�AEft CnWG'E+T10DNORE'TE N TO SEGO 6' N/A N/A !N/A. 6". N/A 6" N/A 6" NiTA. T M 2 (TOP) . 4550, -72,0 -g% 7• "g" _ .�9' 9' 9'',' a- 9" 9"' 9''•'� 1 (BOTTOM) 5'-0" OR LLS$ 6' N/A N/A N/A 6` N/A 6" N/A It. N/A 1 h 2 (TOP) ' ' +5 .D -7Y.0 ! 9' 5" g" 6' 9' 7 1/2' R" 9' 9' 9" 1 (BOTTOM) T 7'- 5 0 O 6 456(1-7'L..(1 s• N/A MIA N/A 6` N/A 6" N/A d' N/A 1 k 2 (TOP) , TO �� 4' q• d." if 0 ®„ d.� • 6,. I (BOTTOM) B'-$': I a2: SCIkEbLLf true..>aDu.N�_roNumaEs.n:LDasa�M..w.� e,n ..=..u/z.: MANWMM AS.II. Dim PRE3o^uRE WIND 1 DiLIp a S/i" K".'/MO! TOP OF' AN 1.0 1•_.•.".•^-•'_:_-..•_.'•.••-'•°'.�"���y_�,.^. T-•.:"••.CA - r.:" -y" T^ Jam CASC A low a 3' LNw rAWn pPd„•Y,.IR' NIWL) , _�.{�}�_-� Nl _. '_'.""?9#'10..,_."""-{,"._._."fi '. aPPLIGAB T11 N6'Y COMB TiO''.L�N07N OF THEM E{, "4: a(h,:) +49,2 -01.5 4 1 2" I 4 1 2` 2.. (BOTT/YAf) 7'-6" OR L.ESs 452:6 -".a y' y` 4' e 2 (SOT ON) 7'-6. OR LAPS +560 -72.0 2 1/2" 2 1/2,•_- - 4' 3 1/2" 2 (SOTPO4) Y-6' OR Lm +sS:O -72:0 1 Y / 2" MIA Mfa., 1 (BOTTOM) r-6 TD e•-0". 6 - +5 .a 7x.0 / / ...-.,-•.3" J .,2 CiGTOYA Q Q TO W-B, NG.44167 �•A'i +t 1 g AT aLDOCA PANEL INTERIOR PANEL F1:10 PANEL LA11%.aRawGCWWN @w:rt1CND1N gp4ry 1A1'MUgR PAMLL r ! uxrar90 sm SHEET la TON ANCHORS TIPS ■ SPACING FOR IEN'TAAAh01A} WTO wm Fit" SLIAaMd WNW ANCNOFY SPAC6NIW AND NINWUYI iOaE OCTAMCE ARE NNRDN,TED 0R tla4 SOPEOVLE. OR KIP. LESS 1FMN WWGnn ON eeRE'wLE %met AICNOR SrACNw BN IPA"P:"W SWAcm „ SHOWN am SPNFDUU SY THE MIUL[WMNn FACT= TO THIS OPERATION TO EN P05M UL MEDIA OD PA OST IN0 USING FACITIN SA M. HOTME LESS nip, movw INIADAEACH TYPE AT ANCN D 4• Ole. ..._ _.. 1/4• .. e' 1/4. .. ... ,. M _.-.SrWnWc 1/4 •• wRrAnYTE;,w.. INR rARAN MP.�P run YWI WIIKGNILIPAOMIOr'iy.,. a a •liw NNa14L9. S 3 S P'•aANn) Mnw1M•M,M (b.,1 . ,...,Sw..., 3 __,_,�.1� ....'.1�.._,.....4_.- AIM& ca ow towim EVO'NR �.. 3• Y .,fb NOD r (VALID ONLY -fOR PkaS C1)aL Q MRSTALLAnONS 0$ PER SECTIONS, 1 THRU 10, ON SHE'EIS 4, 5 al 6) AAIUMUM IIAM" 0040M SPAEMO FOR I.D. S 1/Y '^ A.S.D. OESOF4 TAW;ON -�. CIF iAP�GRIP CWJt-•IN -PANNELMATE MAINE IO PANMMATE PLUS SOLD SET APPTIONIS 70 SECTIONS ! k MAMIIUL PRESSURE '� ._ m .--� m ..._._. m m to ANT GogeIlMT1aN I.C.LrAwT,l ^.' tn.) MRNO (FLIRT.) 70 COJQIIm CONCRCTL 921, 10 CaWRM CONCRE'1E 1N.)ON TO OLYCRETE COIICRETE BLOdd We CO 04M CONCRETE BLOC. To CONCRETE CONCRETE BLOCK TO ODNCRM C(X..m BLOCK or WHEN 6" _..wN/A a.,•• N;lra NfA,._., �. N/A N/A .:..• B" 8• " N/A. 6' Q" 6 • N/A 6" - 6''''"''`' r - V+6' N/A J^^_ W N/A N/A N/A NIA 1 (TOP) 1 (BOTTOM) 6` N/A N/A N/A 6• N/A s N/A' N/A ~ N/A N/A 2 (TOP) 6" '..... MJA N/A _.,N/A N/A. ., 6" .�..:..�. N/A 5' N/A b' _..... N/A ._ N/A - N/A ,.._,.N/A .. 2 (BOTTOM) +M'Sb -no 6" N/A..:._. N/A 6' N/A 6` NIA M/A 3 ad. 4 (10PJ GV.$' ,M R.-Bw ORLESS 6 ....._ .. 4" _ N/A N/A 1. .fi:._..._ 6' 6 6 ..... 6" .... ._._,..,.._, 6' ..._ N/A ._, .:._..«,,._ NIA _ .. w ,.._._:.,_...,__,�.... 3 (BOTTOM) N/A AA N/A a^N/A� N/A 6' N/A 6 N/A �1. N/A N/A 7 (TOP) 4"_._. N/A 6' 6� 1. 6' 6" N/A N/A 4 at 7 (BOTTOM) „ _. '.12 ..n _ N. N/A N/A T/2* 6 1/4" #2 1/2• O 1J4" 6 1%4' I. 6 Ile 1/4" Q 1f4" N/A NJh� 5 (TDPl'407TOM) SO,O, -53.3 RY/A N/A 1x 1/2" 6 i/4"" ix /x" 6 1/4" 6 'If4" 6 1/4' 6 114" 6 1/4' N/A N/A ' 6 (TOP/B01T010)' 6'-6' TO 11•-2" +55A, -72.0 N/A N/A 6 1/4- N/A 6 1/4- N/A 6 1/4' 6 1/4' 6 1/4• 6 1/4- N/A N/A Q (TOP/BOTTOM) B'-B" TO t1'-2" NIA NfA...-_ N/A N/A fA........ N/A N/A N/A 6 1/4' 6 t/4' b 1/4• 6 1/4- S. 9. 10 (TOP) 43.8,. -SILO d 4' %,'A : Nfk ._,. ty/a MIA N/A ....- d" ._„ 6' ._...� 6 1/4" 6. 1/4` _-........Y.,._.-.,. 6 (BOTTOM) OR LESS "' e.,.... w..,,..-. ...�.._..,... ,.:__.,.._ ...._ ,_ ... _,,._. m.,..._..,,«,,._. _..T-..- .__.,..._..,... 1R'_A" ON EEss 4" N/A f /A ^N/A N/A N/a 6" d' d 1/4` d 114^ 8 (BOTTOM) NJA _ N/A - MIAN/A "N/h , N/A -.. N/A --N/A� N/A 6 1/4' 6 1/4' : 6 1/4' 16 1/4" 1 TO (BOTTOM) SM SHEM 10, 11 AND It FOR AROMAS TYPE . ,SPACING FOR INSMLLAIMS INTO WOOD FRANC BUIO711R MINIQUTA AWONOR BPAC" n AND .MINIMUM COOK DMIANCE ARE INDICATED ON INS SCHFDUIS. FOR to. LESS THAN INDICATED ON SCIM1OLNE REDULX ANCHOR SPAC,lIG Br MULIIPLYHrO SPASMS sF10wN EnN BCHEDuIE SY 'ME POI,LAMNa FAQiORS. FOR THIS 00MINN4 TO K POSSIBLE. RF.DUCELk BPACWW INLTwNED 4M5W0 h041OR $10" NOT or I:t3S T4MN LIIMEIIAN $Woo INwAYEq'. T'QR EACH ANCHOR IYFE, AT jiIGC,RS LEGEND: .-k., $Iwo #NO"TIME ..... ... ..,,, _... PAR; _..-..,-..�_ .-.. w_..,. TAFCa-'.: aNN-W 9am•'T MR AMORDR SPACING lNI) a 3 3 J }NAY 1 ••twN plrAxct C.ww'Ia•.1 S J! 1 3 .. r4a W'�LbIRPM i44A (R1 3 a a. A./a a 1Px 4 3 I/7 AN* :EA: ow samm tK) F A 6 T 0 R - - _, 3• - -CAA _ _ ti P T4- ANN /i 10 PAI4LTAIAff LUS ,>'] 11(.: / IQ FJALATE FN,US >/e" i .i - Lf 6 t 4I O.C, W/ 1 7/d' T TH // PIiNETM1mN T tFAT[AOED PENETRATION O .. ) RONCO 4 ', _.. N, I. ExL6n c walD NrAnER EIFIST No WOOL HEADER. I i I I f. sm SCHEDULE ON FOR IRI. i .. m. OIASa ^ 4•x• • d 1 I/ mS1 a Ns W 7 M a , f 1 37 1AJt a r.'eRMaucRAAP i I I e I POP 6 TRIM AID V II MON ILIA A1.1 �Y irA1 e.3.f . 7 NUr WON,me @ 9 ,/4 OC )� Mon, PANEL. LF'NOTH (SEE Raw 1) i I I DdR DF L" ' MAN .i4.Y �p��C' I � ..�. � is 7/4?-YIDn• cNMAY m1n s 11 ,a,(IlcatiNiR'ia 6 1/A^ 04 I f E0.......Y T Q A - '�, #..,„-.,, "' I j 1 . 's. ....I.,.....•...,(_ ',, 1,/A "N NAi :ycNL'vNs Y'a4` WCgQ HERTZ 'i " 2"A4"' WOQO PtaIF, x MIN TINR[W ) P O C` W% w'7�8• REGL11RC0 i' I . REOUIRED ; I PEREt1ulTaw At D PENETMTgN O H OF MATE 14-1 FLU• I+ 0 PANELMATE 1 1 / (� 7FtNFADET) PENETRATION to r EXISTING WOOD HE -OCR ""- I III "i, 111i1 ' I : t I t x it WOODHEADER Riou a µP T REDtxREO �r , � � !-Fp1 SOVIRA IOW- jo wAss 1 'V1 YG NI, M. i R•W A W/ / a `MAW T 3Y r 1 NNWW EVDR'I OVERLAP J f ${gEp! 1 r EIO i iaQTE$t 1. iNSTALLA:T10NS' FOR ALTERNATM SW; 9W h WOW ONLY VA.LfO FOR BUILDINGS WITH AS,D. DESIGN LOADS UP T0. +43.Q, -SILO P.a.F, AND PANEL'S LENGTH UP TO 12'-4" 2. FOR NEW WOOD FRAME CONSTFNUC'hDN; WOOD MF,MBERS t0 BE Sou1NETtN PINE No. 2. W/ SPECIFIC DENSITY OF O.S$ 04 EQUAL., TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY M.K.PANEL LENGTH SFF ROI L 1) 5011; Of 'L" MA" ( ,7/NYd/3D' i Na NUt wex • FP 1fx" o.a. k , .....! k I I TAW SOIL O FYOA1 4 1/4' 0S� 11Q SCHEDULE ON HIFT If Ft3, N 11"IIOtT - TO Owm _._ - '1 Mal. PANEL LENGTH E) ' a7-mpRw•(SI I/ T NrJ C. T P M.I w T RA / /W Ay a rRNG xM1 `eveRr ...,.. t i 4YEWAP 1 1 r L. I I.r 1 i 50R OF v NAR " MIORMOTR OF PLATE Aw SCALE 3/0-,' INSTALLATION ,lA/.YLAnx7LWa.6 ac.w/ M FOR OPTION j I FQR TQ XISTIN PANEL SYSTEM STRUCTURES )� TO eaInen WOW HEADER P �G • IC. 1; _�l 1 I, I � 4 Y _ .M^w 1 " EDI ,III +f I I I1 ql E0i r -.1 II 11E L"ItSL1t to I �. I - EA = W ++RRR••• 1 J NSgUWCn / STUD 0 12 I/2 0r ,.I.� � ALTERNATIVE 1 AL TERNATIV€ 2 , A EONUPs v if1a) 91 SHEET 14 .. ttFgNR hftx 70 GLASS ) EQI "J ', E ( { 9 l ) II SO) Doi I{i oR ^ _y i to ��.... _- i EOM I IMTF 3- I k # ADNN ED AEa1nvu00O 1 wED ALTERNATIV€ 3 lSil.i.ERNA 11.E:En,.. 4 �� x' i. ,//4•P !AO irSEADED PHIETRA1KStpEI1Y r 0' 0NiCOR W/ , I," i � 1 4'r.n:.a Y LAw10 1 91DN45 eIAINNO w ,�49 YDMA ss Mz. @ r a.G. aW 1 ALTERNATNE RAMS CONDITIONS ANCNUR LOCATIONS PAjIEwM4n rEw.LE 0 OR a TryWMHINEI.LMn PLUG s B' aA., I,af i 11a` Nm. Tii "ta WQQ�?, f 9wG Sfe' • t' YPLAkNEAnEb PEMETRATNIN Wtx1a NONE : SH TIS TPM91L NOT I"" OUR OAR" WALL M.OUNTINQ INSTALLATION ALTERA TIVE iW �a1,1LN�r1tt1�„ a3R� �GENSF'ze" MD 7 ♦' '�- L FLORIDA BUILDING CODE NI g h Velocity Nurdocine Zone) V •I6na tNTE4^a, WIC. 20 GAGE GALVANIZED STEEL STORM PANEL 1.0 INSTALLATIONS15, 7Am ONLY VALID RDR 6UI.MNQy WAN' AS.D. DESC:ON flNdlfi UP 4me,s,->xo PM AND PANU'S iNeXN MP m 6-a^ n , PO 'S FAO RI" R(0�. ' i FF �- /.4Rw� !, GLOBAL PROTECTION PRODUCTS, LAC. IR /M I�{M C, DRAWN Pi, orla/E9e'0 Z PCs NEW WOOD FIIAWC coNsiRllenolE wool Muwu 10 B`c SAutHERN PWE No. P, wf SraWC OENSTY dF GLIB DR EOUM_ , AAV11Ss111 44e0 &W, e1 WRRF COMPANYAW 2O-T 76 .� Y NNM wn� a l , (w11 ii ,1 a `r�ir'wLwr) m- IN WnoNC Ii6.Ma-as+a. PA":' (Pa.kw-e7"7 Rf. SLN„(SbrNTUWY/GTC'�' p An . A•R G-VOnW71R 11-I - - WALTW A. SNIT 4/17E' � P N N gT3j O� .� O c Q cT3 0 'a a- .� U 4- U) cu O cV '� V^^ ! 0 y' ^^W cu 0 0 C6 p co > .� r L� cu 0 ^ >`i- � .Q .= .. vJ Q a z W J cc%4 C= Cv L CD 9 d I r. / SCREWS a --6• o.c STA w/ blew Moo WALL,NNNTO Imil Of PLAT PLATE Al MIDWIOOF PLATE jjNST&"iON --•'�•,•T. SCALE 3/Mt' SHEET NO. IS 1.1 13 . wkkx, I' MIN. � I I---- -----I-- 0 1d I 0 0 0 1 - 0-,-, 0 , ­ -,-,- -,I 1. 6 .. ....... ­....... - - " , � I , � I -­ 'r- - I ANCHORS (SEE SECTIONS ON SHEETS 17, 18, fS a 20)­ . I -1 - 1. I— ­­•.­­ _­1 " -­___j 307l 4A/17. U/W& 4va, 50/1% 3: tim, � WIS. YAW/19 Ik 8AW/" r* z/174, 7 NW/I 0 It W#/20 1 MIN4 I@; , I if , � � '' i i bR I �, � 0 1 ! I I F � �Iwjc" sib" RAW. i . I � ..�u.. a �. I � G) -�,@ � I I . � _14r - , � - � A . . ". ,I I . 4 � I � ) , � ] , ,�--,LP-�-�l.il..��i-��-,�l,�,-�I ­ I - ­_ ­11., i , � _-, __ ____ _-Jr, I , . ; - - L - 1�1 _!� � I � � ,_t._._.,._ 11 -1-1-F � ,.� 1, -1 , - r '. ­ I ­ ­7 I 111.11 I ..1.111111 "")", � _... -__ ... .. 1­111--l.-, _ � .0"j, �r " I l io . tc M4, � _ 11 7; � � " �C44 1 , i , . , - IT - I i_ - � -1 -, �__, PANCM`"a*NC`H : I "� , I , � ( A 1''141s'n 0". xW � 41-0 , � 1-,i�;- � �, 4 - �1 I , 9,141111 i ""' [ , I � I TOULE) , � I I 1 � I � (SEE SCHE , I , , ,I � I i � I � � : I , , , � I - I �`, MY!TWIAR. !� A � . t, I I !-- , � � I � 1`1�k�Fll_ � � , 1, I , , J - � I I , 1'� - _( � �,'� 6 � T � I It I � � � ti " I 401, r . � , � ", I .� i � , , I I I I ,� I i gwl * In "'Imi, �._i __ I L IT I I i t6q �rrw --- �- , i ! � , i - : F!- - -Kes L. - _*_ - I.: I � I �-- - -I 'i , � � i i�� 1 �11­491__ - ; 1 _�,-l'.1- It - � � I f 0,m.-@-,,4& � , ­'....... : F ;AX. �_ 1 04 MR . .3- % . ��. � U/17. 4A/17, U/10, -- 40/m Wis. I' -111, I - 1�7 . I 1* zaa I, III, mv 9 a sew/w 1* MIN.1 - - - , - ---ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20)r I .- ­ . . -1. OPTION #2 FOR LIFE SAFETY STORM EAN L(t ELEVATION SCALE I/ I 6-- I - I/..- Go SECTION A - SCALE 3/10--i- 17 0.4 IT1111W."Im 0 *111elMi J 44-101 114 M;M 11 z Mr." ZIA K�lzi;l-*-I;Lolo#llLm,',Lv.il,'191,',Eif,�l�13[mq:l�Lejl;mfMll-'Iiq;):qblllloA MAXIMUM A.S.D. DESIGN PRESSURE - Max. PANEL LENGTH L (m) MINIMUM SEPARATION I PANEL RATING (P.S.f) (SEC SECTIONS) TO GLASS CONDITION +55,0, ­72,0 a,, 8. 1 2 3/4- UNBOLTED WSIALLATION DETAILS FOR OPTIQN 42 FQ& LIFE SAEETY STORM PANEL SMEM INTO EXISTING W= SIRUICTURES I'� - �, - ­-�­­ � ,� � �� 1� -f ��'� ILI �� Z, L­_ - 1- - .1 , ­'­ 7- � � _17�" T1 � �� il , i 1, � ,I fi - 1'' t-1,...-TI ��;1_� � . I , 1" , L, ,� F 1�'I , I I . , � tj I 11 , !:1 �',, . , I : ., ��1] , vtv"r 11 I I , U, HEADER �,� __ ". " 'm R I" , ` .... . .. � I " ., 7PE9 " mmlroER , � �,, � :� , mran - , I OM , , ,,, - ,, " . I : � ,,,,,, ,�, � EQUIRED �, ' 11 I - � "' , ", 4 .11 , j� ✓�" I - �� ,,,, �e � I . I I I � I I ,�" I " - I "�'­ L" ) � r ,,, 1a:,.1APC1WN 0 11' O.C.0,� " - C , I �,, � �•, '. - , , 10 TAKON 0 v O'C' � ,;. � � AD � �, _ y � I �,: " �, , � , � I I 11,� I, , - _ ... � DON O 2 MIN READ ED :, I, IN (1) I 1 , , 1, 'I, ',;el' � � 1) � � 4'.W /E.- j ,�1'1� I I . AT =Eo " I ."', . ) I I � , ), ) ,�, �'l � � 9 HEADER ,�� � � � i! ; I'll, I HEADER "I I HMFIA ,�� I / � HEADCA I I I , 11" I � I I ,: �1 1�1 � il I � . I I � , I I I e A ,� .1 � I � __ 1, j I . I ;� , viz- - ��' i/1. �, I I ., , � 1/2 , x �k , " � '. '' . 11/4' . ' . . /41 -",�m . I - , . - .� 1/4 i MWM�. . 11 I 'I A.:'. 11 -L, 1, " ;C" j !_-7- I , , ), .� I I., 1, I : ir � - , , . , , : � � I Mo. . , , 1 1041'. i I ' I I � � , 11 I i � I I I � W, , : i L I �� W. " : i � / I I I? .� I I , : i Men. � : � � RL ' 11" J �i 1. 1 ! I 11� �': 1 : , I � - T 1� h .. " I i I I -ST, � I I 11 I I I 1. I I ; .. I I �- - . " U I W L- i 211, . s__ L : , ; - I .1 -1 i i � . ,.14D 11 - f � I . w ; I � �D ; a ; - 0 f, � I � ; ; Mn, SL�m� I ; EXISVW 10 a,'" - 10 CAM ; � f : `L` M­ CLASS I "I .1 : I 1 ; � VMINC Mel SWARAIM ! I I I PAkri LFNQTH I 0, 90*116I . I � ! %� Mh­ GLASS - (NEX Wictim" - , , I I SIM 10) 1. . PANEL LEKTH ft sHaLIr '4) I I I I � (SEE Molt I BELOW) ; ! I "I* M­ Mini D"FAMIMM, I I PARS. � - SPARAVIN I (BEL Noll I 80,0111 1--_ � PANEL LENGTH �zow) " I I I I '14 . I I- I- ,� f (SEE Man 11-1- -1 ,� � =ms- � I I I I . I I (SEE NOYC I BELOW) e IkA61 I I I- - ��,�__ -----I _.A. 5 i . � - -1- �_. "­ IM"'. - F � , r =1=11 I �: � '#-2cYj,', _i:9_-I ­ 1 1 , 1/4-0-2w- _1 - � ­__ � ... t , � , � I ) S's, vt,s� W/ " ­_ - 110 I i B.S. US W?­ " ',�- . I 1 1 -at � I , I � � �� I , _4� I .­­_ . ..... ­ �� � " I d � I 'O t I ] � � . � I I I � 41 -111�31311 I 6T I �111. It',"12, � , � - � - � - � .. �� '-' ­'��,'� - " _�17 .r - _,,),�,_ , ,� ­­­­­ 411 I I __4 - "I __ __ � -� .1 ­11 �- I ,� � � I , ,I � I � � , I ...... � I 1� � � �W4'# FAPWNL#. D. W/I 1/2- , i 7, 1, I I - � I � i 4 � �� I I ✓ �",, - -1 r- � I ,how T� I I i ___ _ � ­�,� _,­ _.._.,:, ­1 � , - - �_ - �­­11 ­ - - � �'.'!"' � -,---, ­ I " , i Pv4ETR= , I � ♦, . I ­­ O ­­ I I � : ! � � � i I ! ! : f � � I 1 I 7. 1 i I I � a, � W", : 1 - CP � I , i � � . 0 ,,, ; i I t � I j ! � I � , I I T� 7 � I 11 , a : iI EQ. - - I I � k : I. I � 11 , , � � I I .1 - : � I t. & ; & �, '­� It . . - . �, - I 11 .1 !! 1 1 - _1 k L L - CoNil ==:==--(',q cow 'I, 1/4*01-2045/4'S.S. MS, W/ 11, % , . ..... I �'_... ), �. k 1* , � ... � 11 - �/;E20.3(4-S,._ U.S. III . "�__2 I I 7/11"0.3/32' , I I. 1- .3/32 WING NUT i I! � ji ✓t_ ,� - I WING NUT � _ :1 ,!,�! 11 _4/m*=2' WU40 " - WASHER 0 2 1/2' OX �--, , i � *`K` , � WASHER 0 12 sl;r O.C.G1 , .� � ­� WASHER (BEYOND) . , � � � � , ( , I i � . � ) I I I '' 1 �, mi BEYOND) . . 114'* TAPCON 0 0- D.C. I � � ! � - I '. I.PCONI 0 6* D.C. . I � - . , � j�l - 1,�,�],�"-� -­­('�"- '-- - " D.C.1. ; ' � �! � ­ 114 ". , I � I 3 . - I ­ TWIRE.DED , . •j * I TAGOVIED W/ STUO) ; � , " , I I, � I MAIL. � � '� � ', I [ � I ! MAN THREAM L 1:1 1 , '!' � -wAccrm W/ Stop) I � I '; P I VAT MIDWIDTH ! ! " � � me"2 4 � I THREADED I' I , I OF PLATE � AT i� I I �, `` I I " L� " ­ N MHAVIDIH ,� _1 Y�rjT � ,., I ", WOWOTM .�. i4_� � �� ' WOOD PLATE PLATE or FILM i OF PLATE ,Ll _� � - ROD � .04;;;r i � - WOOD PLATE ! ... _________ I.tt"WOOD .0%. 4 4RED Wm LAII . vmika Imammm­­ WALL I MLIAIM WALI, MOW AW to _042 i . , .5211 I "I'll, I SCALE a/r.1 10 r.1 I 0 VAI" PANEL I 001111MIAN, , SCALE 3/6'.1, SCALE .1/81*.1' !% -%* ! llultl r��, � " fim. ;k'�,;.-"t0j�"', ,,,Y. ". 0:1, INST UATIONS ARE ONLY WAJO TO BUILDINGS WMI A.SO, DESIGN LOADS � �.. FLORIDA BUILDING CODE HI', Velocity flu Floors, Zone "034, A ,Jp TO -72.0 PSF NO PANEL'S LENGTH UP TO W-g-, 0. A I '. * I 'AM AIMED, ft 20 GAGE GALVANIZED STEEL STORM PANEL FLP z 2. FOR NEW WOOD , : . FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN j . - - womwi ar. OR EOUAL = *. - -,. - PIKE NO. 2� W/ SPECIFIC DIONISITY OF 0 I .55 ar/m/mm - s ". CSIT -1- GLOBAL PROTECTION PRODUCTS. TLC. WATIL IL EC0,m . - ED . "'I". PL .�-.-� .1100 IR. 61 ICTITUr . .H9W � CDWPAMT CAW, III =14 1111111flygib Re, PROW. I 60.8)Wn C - - W J-2 F. , =014.1"" WAT1411-11105. FAK (444) 20-776 --=- -ioum" we 1 114o e. WAL/SPOITUREIDPE �`XMDITII __I s.rR2 . j - -I! - P _ - - - 11 i I I I pre", .CoKwq; BLOCK REQUIRED, � I FO - I 1/:4'. TAPCON ANCHM , a 9 i I Ole' I i'l - 1000,00. I W I.*W in= [I � I. F , I , INSTALLATION DEIAILS EOR INTO EXISTING POURED _-1. 1j4' 1APCON ANCOM OPTION CONCRETE # FOR LIPE SAMY STORM OR (;QNCRETE BLOCK STRUCTURES ____,,1j!4'VAPCOR ANCHORS PANEL 3YSILM 10,'4". TAPCON ANCHORS 0 r OLCI I : 6 9. 01C. ,___, . Ole , Pou .9 2001m."m .11, i I., 11, mcxm� 111�1� - POURED CONCRETE, [ �,, MI � OR CORKIRM I 1, �_* BLOCK ADDIARED � I __C ! il, I I T_�E REQUOttEDD IBLOCK ' ' . i �� r-f RWW40 J ., 1 I r I I �I i ', -,z Ii_77-7I � 1, �­ I A' h1q., __ 114-I I , , 11 M AI __q_� ------- TI -IF.� .11, IF I 6 , , i . I N. � �I I,. EDA � ", ; I � LOA � , i , L , I � ,� 1 � 1. I - - � � - .. a )f I, I imn� momp" m i *'Or - i I � ­0 � '� 1 1 " 4:0V I I I , (1) �1� I I i ,�- i 9 � 1 0 Fqlll�l �I 1 "It Lma4 i � � " I I W,a4o� , , , I 11 I �1' 99 i t ", , , rr T , I " I �,-� � : Ao 1 ,1� , . 1 4 , ". I .1"I I I 1 1 � ! � I ; , 1 8 I L �' r � ! " � I , � 4' " I I if I I ,!,�. "I ,zl;, ..�.,4 � i MR, r�w <11 i MUe ", .Y,,AF 7 � *- Mum 0 fl, . L I I - I I 9 ,,, I I I i I � r,,, " �� o � I I" el I ," .111evt�4illl • I , � d � I i �� 11 f 0 . � : _.. ,. ,,�: -. - ,',',:-, - : �'. ­�_ --/,�', � - _- l i � ; I ! I I ! ,­ - ..---,., , . I I � : : . I I R, I : i I 1 a I I I i � " , _ _ _ ." i. .1 11­�"-�.. : : 1. , , 4' I ! � I j� 1,1.,��1,1�1., ! 1 I. . , " i . .", ,,, � I I � " t?v�,t, I 6, I : , ,, I ,-, � . [ I- Ct �' Ec,. � CD I ' � LOW "�, � I . I . 11 ., I i , ,,, � j �D�. "I'll , - �, 11 , , , - , " I C-01 1: " I'll " , : : I I , � ��, ... _ i 4, , , � � , _"�,�, 1, � i_c� � I ­­_J ,ilt.r. 41 ­ ILI ­W k_�_ - - � I A � - "', N.S. W/ � �s" - " 4-0 2 01-S.S. 419, TV � I, � ��, � 1�/� � I I ( l�4 Nut WASNER I B.WW *K NUT Wk�HEN :1 � " Li I . ��, I " i` - - I i ", �J, I , / n � - , � I D , " 71 , ,=6 x vJ2. W!'C NUT . 3/.121 vom ill" - _v/;z:,;1_ I �, r a � �, W49tw WIND) � - - ,/�*-..;1'41i � f � � t, R We 11, 1/2 QC �­ 0. ,en � I � , . o I ANCHORS ,� �. ,� ... J�4. TAA�014 11 1 _4� TAPDON ANCHORS ��, _-__;:�U_O- , ;/ � L/', U�,�CNWORWI 4 N � % � � " I A" � I ( 11,11. .0. * Ole. ORS � (W'QUERIOD W/ STUD) � (VA00mv, W/ STW) I 0 A 1/r O'c p � � WE " „„....,POURED 1, . .11 � - tro CONCRETE � 9ZUW'8'.'."E1"1' BLOCK 04r,111ING1176 "T =411%k REQUIRED REQUTR D syRgEOUmWO 020WITE 0=11 ING INSTALLATION UATM, WALL MOUNTING INVAIIATION 0 RE Rk EL 0 L[IMM&NEL a UNWABWOANEL SCALE 3/8'-I' SCALE S/S'-T" SCALE 318--1. SCALE 3/8'.. I' Vf. SEE BMW to AT 20 MR AMCMRS INK A, Amom I'm - r. - V'POIN, SP00wo FOR 04STA"TIONS mo W000 W Now m"A N 3 TRAWE BUILDING. "UN ANCHOR VACPIW AND MINIMUM oxx DWANCE ARE INDICATED ON THIS 0 3 SCHEDULE MR ". LESS THAN NAMIED ON 1=7 ii� --i-.1.- SOCIAL Zouct "TIPL"o vmw. Do" ON WHEDWILE AVA " a" Doom IMICTIN BY THE Pa"Ot"WO WORD, FOR ­ OPOIATON We a POSR"1 RIVANDIM I 11. ­­­- - -1 111-ii,.- __ __ ___ I . J4 _____ � SPACING MAIMED USING FACTOR `H�4 NOT Jr-_-- 1-1 A at UESS THAN -W ... to "I"" DIND., FOR EACH AMI TYPE 04 TNS "C's"A" ­­ 11" ­_­­ L" L � I r ... 1 ...... . '­1!0.­] - I 4 I , , 1, r '' , , , ��il \4 / �0 " �i I & IaIt& � 1 1 'I I'll ;2. L I 1�) ... Mo.* C, �"­­-­­­�Jll I -, ", 4� W �T � ) 1, . �,�� ,,, 0 � � . I HEADER , � i I � � ',:: 11 ,� I I I it � ::"��W206 '' ;,Set" i�r ,✓.. I 1. , V"­ � ­­­, �, � � � "I h M", THREADED' ,,,,� ffl �,, � �- 7-7- 1 -'111 I 1 � I WOOONHOIAVYI. - - � ""' I ­­ � FIT 4 j - I : _­ . N f i ; I Firm - 4- ; . .. ( � III I - - PONT. I_ � , -, I rr. i , 4 " I i i 1 G I I � ; I I ; W, S&I'MRATOM . . 10 CLASS I I r I ! , WIN SIW H;) i ; ; . %IYARMIDIN To D=_ mstIs- :, , L ; I PANEL LEWITT I ­ ",,\, OUT . SWKIT 161 _=_'_:�,_ _11,11"', � � WScE NOTE I HELM 1�4---Ml- ­ � � I &S OA,S, WW-j­ -- �- �­�'::­ - ,� � 1i1­ 1i1 r 44;00A 3/"* 1 OUT ­7 � - ­�A`�'­­ " "Ill, �,.. ;�­ i � i :� � t � j � 4 ;­1, 1� I _­f, t I i 1­1­111 - 4 I I , � i � : ­1(3 ,7 -[-j1uJr7-�r-­_,, I I � . I - t� ��4-' ".I7- 11, ' , �III I � I I 2'.4' WOOD PATE 1� ,7/IV`* . 3/42' WING NUT ,:,� , I .' . . ! I R90UM -.1 11, � � , : Il� I� , WASHER 0 5 t/4# O,C, , , ' L, � ­ � 1 � �� ' #14-10 PAINELMIATE PLV.$. I 'L 'L__,_ ' , W / .' ' L I—— I . , 0 Is 1 OD. V I 7 I$ �'L __ 1 � � " t 10, 711READED P MEMOON , , " , � Al MCDWIVH OF RUM �, � I "I L, i � 1-1 WALL OkWNTING INSTALLATION a 26aammABEPIN ANEL SCALE W411 - .. WALUITIONS ARE ONLY VAUD FOR BUW6ONQS WITH A.S.G. DESIGN &LAOS up TO +bb.51 -72.0 PSF AND PANEL'S. LENGTH UP to W-ft" 2. FOR NEW WOOD rFAME CONSTRUCTION: WOOD MEMBERS TO HE SOUTHERN PINE NO. 2, W1 SPECIFIC DENSITY Or 0.55 OR EOUAL. I , 11 � - ED. k I., ji, T� I I I - 2-.4- waou"t"yNg , � ! � , ,, I' .� 7/8' REQUIRED I ..il � � � I � !1 ?ir WASH � p� ANFLIAART pto� - �� - �, "' j '� '�Y � � � 04 We I � :1 PIW/ 4q - - & )�, ,� � I I � - , , CODE I 1" MO.. PANEL LENGTH ISEE NOTE I BELOW) -1 L CODE POURED CONCRETE OR CONCRETE BLOCK REQUIRED -­-­ INSIALLAIN DETAISLEOR )R LIEE SAF _,�� . TING NOW CONCRETE OR CONCRETE BLOCK STRUCTURES F ­_Lj.�." TARCO, A"C'"'ORS' ­1 L14*.TAK" ANCHORS I We 0, OC. I a 9 O.Cl ; I - , ,.. ,��. , I 11 `7� I lk,111,,`� , ----.-- ! ; � � � � 1! � I � I - - " , f I �%Nl � � i .., � 0 ,a *41-MoRl" i �� 1i � I � � 6 I i I i i , " if I.. , ! I ' -, I � : 9 I � I I I i I "�,6­.'�`_'.. : 1 i ­� . , "", . - I V-11-1 "'. I . (I � I � v,'� I Elf. ,�,,� I , � ��, , � " I � ,." , Lj --- j " , - __1 , i � , , , , _4=610 PANELMAN-P � . 4�v I 0 0 114�1.2e� WAIC 1 � I'll, 'STOCK I'LL WALL UQUtMN0 I !1 StAl"110m Q 9995MILL SCALE 3/11--l- 9" SHEET 10 A 0 TO ANCHORS FINE it ANCHOR TM __- 1/* -_. � . ,,R= - ­ I � Stim-wo FOR twSIALLATWoft INTO WOOD Mh ARCH" "A""' Q_') . -11 1 3 FRAMIC BUILDING, UMM AM" VACWKWS AND MINIMUM am DISTANCE ARE INCKATI2, ON THIS __. � "W""W"J'" ­ 1 11CHEMAX MR ED , LESS THAN 0140"Ttv ON mmmmut gmurA ANCHOR SPACING Of "ULV*H%= whuw -"--t)-- ­­­L­ r- MR4 11-0.) 3 ­­�_­ 3,/ . k Wa " 0" mi" FROM 91111 F= ZOR THIS OPM10.70 RE ROSS" REDUCED - ". . I I- - - -1 !_ - L� . . _­ A" I - - - -1. . -1.1- __ VA64W Oro" `4#4 FACTOR BAAM` "M RE ED mozy=45"Arkso NOICATE I* m SCHEDULE 1 M11 , - __ ,,­ ­­­­­_. "I � - 1,11 1­141 . -.1.1 I , I.. , Z I I ,III r -1,ii, , "I - t- . OR CON . BLOCK REQUIRED : : i i I � 11/4' - I I ! � %"* , " ! � - _0 2 - �, I - ] L' I 9 9 - � 1 j I— " - b� e � ­­ . 1; a - I � i � � I..(i a j I . ,• , , , I - I I I 11 "i , 11 I ''( I . ,", ; : , I I , 11 11 . I � j I ..& , , � P,A E Aull , I= : c .9. � Il : � � _Vt"07110=1 REQUIRLD WALL MQU Q INSTALLATION a Olt AgMaMft IFE SCALE 3/ar.1, WAT& - MAIIJO E-2 HM ,PANEL I r-Z HAK STORM PANEL SHOWN ON THIS PRODUCT WALUATIoN DOquism (p.t,D.) HAS OkEN ytilmu FOR COMPUAKC IN 8,9 MRAMI EMBEDMENT OF 1APCOH ANCHORS AND PANEUAA7E FEMALE U1 A, PANCLUATE PLUS INTO' CONCRETE ACCORDANCE WITH THE 2020 (7th COTTON) OF THE rLoPiDA aujumc; CODE, BLOCK ShALL. Of 1 1/4- DESIGN *No LOADS SHALL BE DETERMINED AS PER SECTION 15200F THE ABOVE 02) MINIMUM EMBEDMENT Or 1/4 ' ORS SHALL BE IS 7/0' INTO CONCRETE- 7�a FOR Y%jJ8AISXD1CO3N 'A MOO,$ A3,YF1 01RIED By V E SHO", �2-s'-Mm".'21,6 AN NO WiNDMIEN1 WTQ ANY H It 10 =n AO (1 Q NO S�E _,PJM I FIZSX Art 0 THE M, 0 PEFORFTED� FOR 90.0.05, 'LLL NOT C-16 THE MAXIMUM (A,5,0,) 1/4' 0-20 $! SOFWAIX SOLIS USED SRAl BE LONG ENOOOM(SHOULD ANY FINISH MATERIAL EXIST) 10 KIMON PAMUK RATRM SHEETS INDICATED ON 26 III 20, ENGAGE 3/4' INTO ANCHORS. IN OFFICER TO VERIFY THE ABOVE. CONDITION, UL11MA'M DESIGN WIND LOADS ORWOPERAE - WeETKM� SHALL BE FIRST FLOW= TO A.Slo. 01" LOADS By MULI]PLY&W THEM BY Ole IN 044DER TO D.3) 18 E " CAST PRECA57 CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS &to SZOE LONG jt!f TO ;OMPARE THESE W/ MAX. (ASID) 011".."ININSLOt RATINGS INDICATED ON SHEETS 26 A, 26. , � IQ RIACH THE MIAN! STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SHALL BE AS MENTIONED IN 9, I) AND IN 0.2), N ORDER To VERIFY THAT COMMENTS AND ANCHORS ON IW6 P.E.O..E,AS TESTED WERE NOT OVER STRMFD= � A INCREASE �N ALLOWABLE STRESS FOR WIND L0A09 WAS HM USED IN THEIR ANWILMS, FASTENERS SPACING To WOW HAS BEEN OLTERMINEb IN ACCORDANCE WITH N,0.5, 2DI!L (C) ANCHORS ItINAILL 13C INSTALLED F'0110WING ALL OFL THE RECOMMENDATIONS AND SPEC)FIWIONS OF THE ANCHOR'S STORM FWANW5 ADEQUACY FOR AII AND FATIGUE AL-ISTANCr HAS BEEN VERIFIED IN ACCORDANCE MTN SMMN 1620 OF MANUFACTURIER, LtHE ABOVE MENTIONED CODE AS PER FENESORATWON TESTING LABORATOW, INC. REPORT IT 2032, AS PROTOCOLS TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE $HUFFER TAS-202 AND IAS-203, IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING 'K OPENING; FROM THE OR WOOD FRAME SUWNCS. INSIDE W/O THE USE OF A LADDER OR LIFT T141S APPLICATION IS VA WHEN INSTAUATiON IS INTENDED TO BE PERFORMED 42. THE INSTALLATION GONRIACTOR IS TO SEAL/GUILE Al SHUTTER COMPONENT Wrr.S WHICH REMAIN IN CONTINUOUS FROM THE WWRE Of STRUCTURE, COWACT WON THE BUKOING 10 PREVENT WINO/RAIN INTRUSION, MILK AND SEAL SHUTTER TRACKS ALL AROUND fUU 3. SERIES 1000 INSTALLATION IS APPLICABLE 70 SINCLI. AND DOUSUE HUNG STYLE WINDORWIS WHEN INSTALLATION IS RiQUIRED TO BE LENGTH, PERFORMED FROM THE INSIDE or STRUI 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN mis DRAWWK: rLUS ANY BUILDING AND ZONING REGULATIMS PROVIDED By THE JURISDICTION WERE PERMIT 15 APPLIED To. 4. SERIES 2000 WALA 11; APPLICABLE 10 SINCILL AND DOUBLE HUNG AND HDRIZONTIk UOM STYLE WINDOWS WHEN INSTALLATION IS REQUIRED 'to BE PERFORMER FROM THE NSIDE OF SIRUCTURL 14 4TRINIA MNOM AND DOORS, INC. E - 2 NN40 STORM PANEL SYSTEM'" IS PIRWIt ROOM. 5. ALL ALUMINUM EXTRVTJONS TO K WO-18 ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED) I& (0) THIS PRODUCT EVALUATION DOCUMENT 4,9.0.) PREPARED BY THIS ENGINEER IS GENERIC AND Om NOT PRIAtim INFOFWIAIION FOR A $Fit SPECIFIC PIT Let; i.e. WHERE THE SITE CONDITIONS DEVATE FROM THE: P1.0 0. ALL ALUMINUM SHEET METAL ().Oro AT CLOSURE$ SHAJJ', "AVE 31ftS_"j4 Aaon. (b) OONMAVOR TO BE RISPONSVOLL FOR THE SLIJECTION, PURCHASE AND INSTALLATION viCLVOINo LIFE SAFETY of 7, ALL SIUL SHEET LIEVIL PANELS SHALTRAW STRUCTURAL QUALITY 87EEL, ASTM 4-,653ARAO,'�, .W min,, OALVANIZED STtEW, THIS PRODUCT BASED ON THIS RLD, PROVIDED WSHE DOES Nor DEVIATIL M014 THE CONDITIONS DETAILED ON OMONAMON W/Py. SAA MAI (AFTER ROLUED3�' THIS OMMENTL CON"UCTON SAFETY AT ,%% t,S THE COVTRAGWCp'$ n9po"JOILITT. 0. ALL SCRIEWNS TO BE STM40:SS STEEL 3N ON 316 AJSI SERIES OR CORRMON RESISTANT COATED CAROON,81M AS FIER DIN (C) TIHIS PRODUCT EVALUATON OCCWENT WILL BE CONSIDERED INVALID IF MODIFIED, 5001B W/ 50 kI6 YIELD STILENOTM AND 90 MIA 1ENS11,E STRENGTH 49 SHALL COMPLY W/ PILORIDA, OUIINNO CODE SECIFOR 2411,1a,4 III) SHE SPECIFIC PROJECTS SH411 BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON AftH�TtCj WHICH WI P, BOLTS TO BE ASIM A-307 GAWANIZtO STEEL, 09 09I 304 SERIES $TANA ES9 STEEL, INCH 36 W4i MIMMUNk VIED STRENGTH. BECOME THE ENGINEER OF RECORD MO.R,) FOR THE PROJECT AND WHO ,WILL HE RESPONSIBLE FOR THE PROPER Litr OF THE P.E.D. ENGINEER OF ACCORD, ACTING AS A DELEGATED ENGINEER TO THE P.FO. ENGINEER, SHALL 10. ANCHORS 10 WALL SHALL BE, AS FOLLOWS: SUBMIT M THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) XQ_=n"_QWV&..,MACrE, (e) THIS RED. SHALL SEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE or THE PROFmoNAL ENGINEER or ECORD THAT PREPARED R TAPCON ANCHORS AS MANUFACTURED BY IT W, OUILOEX. INC, (MIN. F'­3112 p 0.) RECORDS. : ;�,eo. X 7/8 . CALK -IN ANCHORS, AS MANUMIURED BY DEWAUT INC. (MIN. 1'..30DO p�.Q 16. STORM PANEL MANUFACTUREWS LABEL. SHALL BE LOCATED ON I% READILY VISIBLE LOCATION AT STORM PANEL IN - #14- 10 PANELMATT FEMALE 10 & PANIELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCWN PREOUL Mr ACCORDANCE "TH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. (('­3350 P...I.) LABELING TO COMPLY WITH SEnOk 1709.9,2 Or THE FLORIDA BUILDING CODE. AT MINIM IA MEDNIENT OF TAPCON &WHORS INTO POURED CONCOM SHALL BE 1 3/4' AND 2- FOR PANEIMATE / FEMALE ID & PANEWATE PLUS. A2) MINIMUM EMIREOMENFIT Or 1/4-0 X 7/8- CALK -IN ANCHORS SHALL BE 15 Vfi* INTO CONCRETE- NO EmOrDOEINT INTO ANY 1414H MATERIAL SHALL BE PERMITTED. 1 0-20 SS SJOIENAL,K BOLTS US0 SHALL, BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' 19, ANCHORS. 1401A. Is 4, A,A) N CASE THAT PRECAST STONE, PRECAST t0WRIPt(,P!AAtLS, OR PAVERS BE FOUND ON'HE EXISTING W041 OR 1 ..� ............. PLOON, ANCHORS SHALL OF, LOW.; ENOUG44 TO REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE. SHALL E ,�. %,AC . OE AS MEN)INET? IT$ A�I) MO T% A,7), I , , i . FC *� (0) m,0=6a,=N9RM_MS&4YE" � i NO. 44167 ** ro : ( -*. * - 1 FLORIDA BUILDING CODE (NIgh Velocity Nu cand zone). ,- 1/4* 0 TAPCON ANCHORS AS 4ARMUFACTUREEI BY t,TW, BUILMX, INC,,IQ I - 1/4' 0 It 7/2" CALK -IN ANCHORS, AS MINUFACTUACT) O't OEWALT INC � (r-1500 R*J.� * 'Ci,'"m imm, He. , , A " L. 20 GAGE GALVANIZED SREL STORM PANEL It FP . I �, .*ip f . #i4-10 RANSU ATE rVAUC 10 AND PANITILVATE PtU% ANICHMej. AS MANUFACTURED BY ELCO CONMQCTON * 1) .,­'.,AQ, V*. W, PRODUCTS rl._,'.1�1 " . " � ,� - (I'm -2071 R.W,.I�) . "I . . . . . . . . �*- � \ GLOBAL PROTECTION myllateem, NA v / PRODUCTS LLC. . , , am to ,/ 11LIECOmIc, . Sr.N Sr . . � T%= TEN'Reat * cmowrfn" COMPANY WME, FL. 3331- ��._ m _� ft ".. PROW1 11014)60-7�5, M (*54KIft-PI117 20-176 - I.,- - ,DON . .1.1 CA-00DOW71. , - MMWW , I PL W.'Pammirm"m - I'M 2, 0 " -,X: Ij - ."i, �-,--- WN 0 P! U I I _4­P a) a) = Cn -Cu a) -� = 2 a) 2 CL 4­0 C 0 _0 0 a) = 0- m -0 " n - . C- M -4.- 0 Ay, 4., Cn a) 4­0 C = M 0-0-0 - '- Cn C 0 0 L_ a- = " 0 a) 3: M = 0 _0 M - U_ %.,..- 0 M > Cn - CLCn0 C- � m 2 110. - 0) U< Q. 0.2�F___ CAI to- 4=aUa � " = _= C:" -1 j ,_ - ' , ' " 00 I -. 6 S. L_ , ., C17 ' " " 'I M 0. .;I 4 C= .E _c! 0:1 .�< � LL-L _ It- W < , �_, F, 1. _ CL. ol _ _ I': _ _% 24 . _< , , _ ._ " �, _n - , " , _ _ , ��Z - = W ( CO :. _ _ l_ t-- _ W 16- - ­:r I= , .i m - �: - '* e, qj -r., = . - <�.� ":� - i =- _- (V Tu- L_2L.. 'n = E Ca C3 W W - C3 J. OMPONENIS Egg URIErg 2900 & 10QQ E-Z HAN SIM-EAKEALIS '/24 *4 I'll "m 2 MOW) DETAILS 2. ,00 A (SCALE 1/2- 1 .) W/ DO W/o & (D INSTAL109H ND 1000 E-Z HANG SIORM #1411- SaV 1'/24 10 0a "m A imlom s- m.., 2'/24 00- V/24 10, , = wart j sew" PAIWWIEOFM�_ RETE OR CONCRETE BLOI; mm Colff'ro 1 I"..- AINT"m 3: M.t, ---'- '- " a LAC" I CROW. .- 31- 20 T %�_ fll t Z5SI" -L.---- I OF P-\ .74 1vI&a , 1: __ , __ __ - (sm := CA -,m - - `o� SEE SECTIONS ON SHEET 76 WIWI, ; ...... I� ) I , I W_ MWIL ,e,v . - . I 11 ­­_... L' ­I&I96' (107AL WIDTH) � . ­ ­1 - ... L -- ---- --­ ­ L ­7 ;�- ­21W 1 �-2.521 " - - - - - - - - - - � , I I i I 11 CONORM -MOM001; � "' 1 "D 111�:. I L - ,­ ­ LL__ , ­­ L I I . 11), : i i tt L_Jl, . -7 . . E .,momme) \' 1.� �!,;_ WM%L ; . --- IiI, IF. I n -I. &.154 ou WDOM N-\ ��; 4 � 4"Im .1,-.1.1,11 4 � k"4191-46 txa�" I F Mom"A" �� I , 417"'IR .- Cn -0--i I L )2.5W* (E), OVE WWDjN)_-­­_­ ­ . "" � .... .. itea ") , . �,� WE 1 � I I A- ve. �& - t!v:�__ TIr I I f___H P'l -ilt4p��ar_ EW. ___\ , � � R ? -­.- I . I ". ; I- "N5001 . I : .. '­ ! N I 1 1 ,,� ! I 1 1-2 !i I 1•_-4- " _ le""C' 7 Abhoft �� F " a) - - I I �, -1.350 - - � � l ----a 1/4--­ ' ------ - - - - - I ' -30* - -, 7 1 3PO* - .N " : ! . 1-i f I I ri, i iTr...T -1 - I -1 - --W­11�* SAW3,4? __ �vAmegf�Memrit N , I � , 71 law "' � � . I � � , , I I ,,� t - : . L , , 1 .075, .07!r I j - I I I 1 1 1 1 � ...."Ilp . , I �. � - - - - r �� - , l T. ' L � L 1 4 .1 A i - , TO � 2 -A I DO' - - TYR. � I : � D'It"ITT � . "�,; '! - F 1. ,*�_: 6 I I I P, --, H1111 11 ill 1* Hi i \ a ill. (D 1* I � I W - *o- .24r : 11,11 - I, r" 6 , :�L� __ LIM I . * 2 47* /oCsa- MIN TIKN 3.50c* 1 2-500* � - � _.�_ _91QW41 I WmAm � i ---------- i, LL Till _!! F1, 1_1111 [1 � I 11� ,,,,, I �� � ; - :, -I-- I ­­.. ­ .I . I'll 1.16:N. '"11 - ­­.- 60 � -L' N L ... L, ,--I. , _t A­=­-.1-1 -=. 11 / = ��, � " I � ". .l. ,­ L" , - 1.1.11 - - - - .. .... ­��jL I I L - CALVANIM STEEL imi, , � . - 14II-7-T-1- T 1 60 Wt .L. I, - - 0 O;;;;F_1M � ;a . 1 1 I -1 ..1-1 - I (00 pftvfa) INTERIOR FARM) I . , , " INTERIOR -&% I I I y 1 , ; I BMW* SEE " ,. C 4 BEL. � 3 ,;*I I � WTAI A $ , I � -- .?A,AWrs .1 0% W,A �1111 , 111. t� -,-- - --, i _l_ I , I � s ,. : , , , , " i . I 1 - ow , , HEMMED TYR. . I / AM A�-W .1 � -, ,�,Wtt� i I i 1 .4 � SEE NOTE L S. 4 BELOW � I I (END PARE.) * i , L � .-T '�" 1� OKA% 50 MINIMUM DICTAIL AJ I ,--- * I � Sa NOTE 7. 3. � '111� - ! � I : i I d, - ,........ ., .- - I . I _11, - - - �� I P?. 14- , I � _r ­ �vlfr A-, W "*--a ", I I I 11 , ,:;i, I i i "L 1­111.1, - . ­ I I . , --- - I ',', �- �11`O I __ - . . It I .1 � f i li - �J' .,ry 'sly : I .NI. I I- � - - ,-L'�__'A., I- -- - � 'r 11 ,8 -) I- - . . I - L* I , ' I ,�-.,,,�� I , , , , 17 - " � � � I �!,Jsj" ,�vT I ., � h ,��1_1, �w 4 / I & 1 I i I = m - 6,25m*. . . ­ - I L 'L . " ��§661 A ot -2�470'- . � : / _Q & I . , 04 I I f, '' " LT'��,W.4R3 Im . - � " . I __01 CD - - � '2470, .� 'k M i 11 .1 I � - mww � ___�_ .__� I ._111 __ . .,Z.L# .,,.-_.,-A,-._ ­:­1 .11 .J, I , i .� 'r I I .I, I . , 1, "" . .L1 t - , . , , , -EDGE - , \ 11 " ' '� . , , ., to L', ..'��,�:"� �:�,�L��,;,,1 2 i I � 1 � - �,� ��j ,_� I" �.', �',`I�L .. .. _ � , , � . _1 I " , � T�v � " ­�L,� J, I I I j­­ �' i 1� I I � I I , P. L I_ ­1 ..... - "" I � . � !_1 , 't 40 X, -v � I i I 'I � � i I � 44 9 I ; � I � I `� v I � A ��-•�"�'. . W1 T1I � I �i I I� � F I � �J, � I I I 8 I I N I- 0� - I 41)I iREVIERU ..."h" TRACK k-H-1--fl�114-1 . ul i ftli I � � �LHI I'll I i4l' .11 �� I � . �Elll T a w. I I "�,,�­,,,,,,T ). i %� mm ; V, I-20,411. - ;.,_mv4' WafeaQlrauA "I, ,,, "� 11 � , ' . ,1, .. .- I— ,­-.11.-I... 1.- -44 I, � aL. I Sa NOTE ; - bf.rt 3� ,, IN � Uff"MIT 11 W. PANEL'S,END UP.... � "". I L-I'--,, -mam z - , 7,F � -__--,r_.__, .�_ _,_� JALI&IMILiQU)OWI I KIM - kRxlt to . � m.y -FOR un.. i I - I== i 0- I - "DO' - , I FM CONCIRM AKwoft. Sit . , m ?/ in CIA= �,,` "', I L , i t/j. 4 t/r�l , � W,/ HDAMED EDOC. , �• �, �,, 1. J I'm I. l!"Z111 "' , OAM "WiAP 9 I I MIN Q~ , - . .2111* Rr I 11 , .1-11 t4a2' ,��. I Is- I' - I 'r.r I 1 0 on &W/ OF, */O@ - M m 0 W. A�.­Ivl I&W RISTAIlED A? EACH ! Mo i I 'L I -1 " I , - K INSTALLED AT EACH � S =MSKSAL S RE I 1­­ , , , - foa ., LAST RAWSW BE I I ,- 1 9 I - ... I I -<,<" - - � " 11,,�� - E. TYPICAL ELEM R&S%ES 2000 --I- "affixyr=1 ELEYA110" MR S IF jftyI:=KTjOeEAr =19 "k 11 I 11 , - , - ,,� . I 1- L NEAR TYPICAL REAR ST= PRIM I , � - - - _111-1--l. I � - � - I I � - ,,- I_ - . 125' IF INTENDED TO BE MIALIED FROM I 4 - I �,, `;��%,�L_._,_, .12 (1) SYSTEM WNSXW[ & Q INSIDE of intUCTURE. I i ; , Ig I I /4 10.250- �_:-- ;�_, � ---� 7 or Imcnitti. E-Z HAN STORM PA N EL I# 'SYS'TPE 'Wml :::=:� ly I k W 'I"iO , 9 =4t___ -6--i // ��_�_ _� � S � I $04,11! 3/32'- I' 1- I On" W - I- ] - - I,/.... 4• Na, 'L """", . 11 � �i ; � 11 .1 I f _ _' I � ==4�__ 1 '- 1 012 = 11 ;1 3 - ' 0 _ I , .% ov J,?W* I- W., CAP ,/.* Me I 1%, ?/Wr W vAMe : e -I ,D t­1/4, W v4- ".. CAP.-*: � i 1111 : �, i - CAP i ! � 11 �11 -1 11 - I it W I W /' OR I I I "�. j --At - l/4* 41 I 4 I 1, , I � . . I � i I N_� 7 7_7 7 7 1� 7ZZ 7 71\ 7 \ I 11 >-/ �111�""­�x "f.�X,.x"I'�o; f to �X, � I P .�, 1W. 4* v.o ,I � v, ii , ISOMETRIC AEW DETAIL 210 1 b i 2�060" 1 1��" \-/' \--/ \--/. _�A 11, I'll . I I , ; 7,7771 �,;, . � � ! la .1 " I Is It �11 jt(j) L ; I 1. / I ROUNDED CORNER 0 ENDS Of PANEL'S � � -, , I y___ 11-1" tom,_ ­­ _1 G , ' L (N 1,S) I BQWM!:xW. f. ,�'LL ..... 1�, - I / T � END UP W1 HEMMED EDGE, - X I " I . i - I 11�iS.­_, U.Mmi" :;)�_ , l i. � ', --- 1 1� C ..� L". r L________::r___=�3 I . v Too Q */ OR - @ - 0 V' � I=im a. I , i _L. I 0 =__.:__1_1_.: I �, , , ­I,,� -A 4 - - - - 1§1 --� � � I &-,� ll, i �;�;,,,,,,1,1,1.1­1�11.­­ � - 11 OeTWI " : , 11 � c �v I , � M=. , - , I i-1.0-- ... j ��,._3 .'- .1. b*M*.,­­­._­­­­ J, (1), i t­ ? HMO STORM PAN 11 " �*w�'.� * 1 , . L .�mw.- ms� .... q,,", ',I I - _4 - , " I 11 � - ,I Nairs L, 1,'� - ' , I 1 ,�,,A*�V.V,� " r � . " 0- L I, � 'D -1- j I =.W.",. F 1= I TRACKS At Top aE`p,WW`T,G`,',T'0,R, "'t NON'r, , "%" ­ L m _ m L_ HANG STOW PANP�XSTEM CONS11STING"OF PANEL . I� , 4 I IT 4- - V *1 ==1 - ow (1), WmmqN_0r_ff2ffL1mmL rC;nZ TRACKS 70P , a V111 BOTTOM W/ PATRIEEMAMS. I i ,, 'E M,7v'.f*;1F1'. t,U.,;;v-1 - _ I_ ,a �', - 1" , 1 - � . �F.4__ 1 Cant. , END PANELS SHAD, ALWAYS K I I I ,., � IS Q4 (2) "I ". . "'Ill, em I " AMONAS N ,�n ) '4! ISAIC (�) 2!xS'(Max_) ALUM, AHrAlE PANELS SHALL ALWAYS BE CONNECTED TO OOTTOMI TRACK MEMISE: A MOP MR nn,iq L,.,-, i � " I r' W, ;a7m;. S�� 'JInwimu, .n.An"'; PANELS i Men, "' L.. -1 � 32 ., 0 --- I I ON , "A"I"Nuill-649TE101 / gCEPT AS 1 2 -_ � 1 ,�(i) mez. 05 W*,*," W. 0 $KAU OE PROWTOED AT TOP Oil SWH VAKIELS� I ZZOLL.9 I- , . i � Ix A` I 0 0) IF WE Oft Ix*_ % I,I� !4'v'0;S=",wVfA*.4D' ( !W,!-./ 11 .1 IT=-. 6061-TS Alum ALLOY 'r T f. 1 (3), 1 �02P �Ti- I y"...", (it.". I'" I 0) _ q4 CONNECTER TO 80110101RACK� C WALL ANO MOYNTING I r-125, 4 0 cc %Kqk CONSIST 0, OMMSED ON E J3 LOW), 19 A-- 7 1/4 4 NUT OR 1 M.3 . with THUMM - N OF FASTENERS EIT) ER 0 TV z MINOW, INZ . AP - 21" W, I (3) FOR CASES WHEN END PANELS ARE LASE ' WAIML wo , 1�41� %a"'W". �y $PAT EOINILIT.W "11 LONG .hm ILL EXTERIOR FLAT I'LANGIES OF 00 PANEL To MIC # Slop BAN I 0 now-4- FLOWOR TO CEILINd MOUNTING INST, BUILD,OUI M INST, ICU F"4P8VF`R0zM"PR8`F 'SUCH PANELS, A,711&, (P AT I -­ I. - , SUMN 4' " W4), IN CASE THAT LHO PANELS ARE Not CONNECTED TO BOTTOM tRACA (i.e. A. STOP BAN (4). FOR INSTALLATIONS *14EN END PANELS AND SOME WMK*R PANELS ARE DIRECTLY SCALE .1/a-1, --ok A01"- W%;X VALE 3/6-i- -_ 15 OHj.Y USED AT To CONNECTED 70 BOTTOM rRAC,K - -_ Cn I I , kis At LEAST TWO PANELS SHALL K C MOUNTED TO EXISTING BILL WALL ONE WMAICA PANEL guylow, � SEE 000,1001049 RUANgahm FOR 'WOW,41414414IIIIIIAW, " " USING SPECS INDICATED ON "Olt Q1 ABOVE IN SUCH CASE. CONNECTION OF PAWLS , IF ATTACHING BOTTOM TRACK TO WALL 'm 0, AT 1= ".1,11IN4, NY BE USED JOINTLY W1 TRACK XrT MEANS FWAREL-i'm 11 'o a to BOTTOM TRACK MAY OCCUR AT PANEL LOCATION, TWO PANELMATES FOLLOWING Me SHOWN ON ELEVATION AND W/ Ili - - OF amm. - q, or 0 04 IS) SEE SECTION 1'. S & 4' ON SREET 24, SEE AKRON SCHEDULE ON SHEET 25. -,i14 V"vx C.IFIFUgammom"X900"Im A,M..:_/4"(`/`*��*`V`1 k . �, Tj 1i .055 . (TyP.) . ..�.-y Y"I'VIIII fuN, NOT NEED TO BE CONNEM 1i .!� � �;, MIWOYR Ip= =01a(j�OV'SIX NSTALLED 00MALArm Tft Ch SHM 23, , .. �\ EDGE DISTANCE FOR THIS CA 1 750- , r� By A .✓ \ U-1 I " 71 0. ENT PANELS (W E LEFT & BMW SIDE Of ERROR PANEL) RAIX - , WIT .. TH ol IN E V 1 = ; , ..!iON SUCH THAT ADJAC 'Y' 04 1 .`:�? S, I .. ,�CE4;*,�� AV� � 1 - , JR OVERLAPS RETAINED BY 0, I � - . Is'. 4 ' 2 . '** F°R5 ., NO. 44167 * : .44167 " I EN -,�� "'t FLORIDA BUILDING CODE (Mgh Viijocjt�y Hu - one zone) I. = * : FLORIDA BUILDING CODE (High Votoefty Hu D * - a FLORIDA BUILDING CODE (111119h Velocity Nor \\r- I -1 0 1 < . I - Icons Zone), ANT WAY TO tiefty Hu cons Zono)l I 1 �__.750.__ - Wm Wma. W I'S %. a pom 11011=1 INC & I 13Wm- _' 'AtL 1400 1147150". - z I WE OF ..* 20 GAGE GALVANIZED STEEL STORM PANEL /r'N"o`� 20 GAGE GALVANIZED STEEL STORM PANEL 0 fA %:�% STATE ; ' &I 20 GAGE GALVANIZED STEEL STORM PANEL rP * , , , - ' 3, m".____j i , 0 .. . I 1, / , \ OLD WAIN qr. J** (-- - ",_�� RON W. LL - - --- --- -_ .�� I 0,' A -,*�n GLOBAL P oft" IN, - 11 1, / 11LIECOmi; I Rio ..-, � . �4­ I - - - ______, I DMIL I m , im "Awit, I /TIME C -0... 1 , , 1 OF *Q: - ") DITE, IVIT `%D�f%41 0S ROTEMON PRODUCTS, LLC. "1' 4m sm. AlIow .k STAR , SE 1/2* . I' y1f," pm "� 4604 � PAM z - I I I LONG 411100. /I PAM FIL M14 11-,4�,. ,010 �,�� W 11W.W.n.'r, mtAt­-tWFA­ I P,C,X, I ONE. FL. 333I� 20-176 - � V P, , 110 664)094145, AX (&")M-VM? 1, --- ---,-- W, mit"Ate it gogatim; , �, ,� 41''- .- - - 1\ WIHIMW�, (0164)"t-ft", ?A%, twrlu-p#7 20-176 20-176 < (�) 4*x3!(M*xj AWM, ANGLE T STOP BAR 1`5% 40, ___ _­_ SAL PROTECTION PRODUCTS. UC. '101AM /TIL ME C 0 ..... GLOBAL PROTECTION I PRODUCTS, LLC. 0"N"m I 11", , XROCI 11 " � I. , * W ',I,' � m M, Rv. - $0013-TS Alum. ALLOY - "Ir.41414 tl� "MAIL (OI)ON-7,14a. W (04)W-Vol � IW)vl" �) I/ _14� -I 1 dMwwo ft� I _��� � -100, W __ - - - P,u a& 0�110047%0 *.:Ml �n I � �, � I ;q !i� ". 'I",, 1- IN �� - m - - 1 � - lj� �il�_�i : , ML ;41"11PIWOOTA, 10*4101"Anom , Is p WAL, CA- "' - * j m, , _j - f ?m x &� In til IV,..."_.�:....W,;� = 1%i! 1E � �0 OF so .__ _____ . 'A 44 I IF F 1, q P I ,. 090 a OF 0 I mu - 1 - ;m_;7;1_.;_ - RLIt 1� n� Wi 4 I - I 0- I I I SHEET NO. SH 1.2 __ - ____ _______ . -6-i (1) (1) = C/) _(13 (L) .6-0 _0 > = 0 L_ L- 'V - - __ - - - (1) ca. c 0 ,-- - -�------,.,--------,-�-",------.�---�--��-,--"--.---,�-----,----,---"-,.-.---�-.-,- -.-,-----.--------�--�---.-�--.-,-., L,-- (1) CL 0 L_ INSTALLATION-DUAJU FOR SERIES 2000 & 1 0100 E-Z H a cu -0 a- . INTO EXISTINQ WOOD STRUCTM fiENuw_h= CC) 10.1&IDNQ-W"W-Wk..VL"-Wwm-a.-!��,,U,-WN.Ll- .- -I--& (D 0 - I � � - I?�STOO"�ipA*Nmaoft��Mi.Li��lor.V&"UATM*N"DCMCURMEONT f,P'LD,) HAS KEN VERIFIED FOR COIAPUANi IN ACCORDANCE - I /4-0 TAPCON ANCHOR% AS MANUFACTURED Bit F I W BUILOCK. INC CM 0 _4Z cn -I.-# MAXIMUM A.&O. DESIGN PIRLOURE RATINQ (M.s.fj AND I 1. I-" 11..'�, � , - WHN THE 20RO (7UT EDITQN) 04 THE I'LORICIA B"NO C.Ont, THIS STORM PANEL SHAU NOT VIC INST44ED At HIC14 - CO SIR JC 0-1 ROM ,,, '. __+_ if/14- 0 PANEWTE FEMALE 10 AND PANCILMAIrt PLUS ANi AS, MANUFACTURED BY ELCO N � T . P CIS. i7l " �,,�,­!�:, arl'"NOIN , ,-, I 'LAO I C = M -cu '- - 1=1777 - - . i ;,,,,�*,,�,,,,,�,='�.*,',*Fy"��, W, I � 1� I wow - 4'0 SCAM PER N (1) - , � ., 11 . ,,, , ­ V EXI$114 *M Hm", �� " T"' -'I ,� 4GUMD Lx 0 2 ­=I/ARY C " Z4 - 7/16'0 i,� 5/0' WOOD BUSH"'INO', Ass DISTIffaulm BY ALL P01`0 SCREVI� 401.7 & S�CIALIY M, , , >� , I _", ;Mck, ;� �� " SPEM 03 AMUIRIED fit IHE JURISDICTION VMM STORM ;"tt MU K RNSIALIM), AND FOR -0 MRESPONDINQ MAMWJL I"', 0. 6;f.*,&Az, 1/4-0 MCKWS A VELOCITY "DAMIN, 1=0'C"M S 011"1AA91C'1'�`G1"If4 Or THE AMC MIENDONCIT 7 TO WHO (aal.) AND � If I I 2 M ,��,Cji L.S., .1110 a, DIRECT W -0 0 PANEL, Utatu w wMFOU'v IdAAMUM ILLD- Q ANUM-AKHOR , I I � '11A_1'� ON COGS I ,0, � ,H"w FOR SERIES I 00042000 L-2 HANG STORM PANEL M M=M _1 I I - . - to "WHIM WOW HEADER C) C) -0 _i:�� I .% � ___<4 KD-0.0% USING ASCE 7-10 AND 5HAI.L 140 EACLED THE WIXI4UM (A,$.O.) DESIGN PRESSURE RkTINCS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD Of tAPCON ANCHORS SHAU Ot I i/2� AND ,_ FOR fLCO PANELMAIE vois - . = a) SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE k QNCRUE BLOCK STRUCTU A . )C.,L tmw Rus. 11, , ." a �L I �, i ) . - I- Oro, T �� ,,, , ,� � , �4, - 3. 9 THRIA 12 & 17. 16, AND AANELMALr QMALE AD b- ,� . 11 I . , , , , , u I I " j ---(g)o.I. 014.1. .vs� 0) , 3 �!) . , , 1. .,,,I ,� ,i.�, ,� D" ONLY ED , ,LQN,-6,��ll,;NI-V-Tm.-i�-5=,It� Q ONLY FOR PMEI LNPAWQ&A&-ffA-9LOMS-I'--TMOU-4�-�LE-li�l, , � G., y/4', .ay;- IN OR" TO VERIRY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER AWE 7-16 SHALL SE FIRSI . . � - - � Li" q _T ? I . ­,,� r­­ �, - L) c_ a -2 �;: M. MAXIMUM RAXWAAI ANCHORIC SIMOM F" E. 1). . � t/2* - � " 9 h . I , , �4 4�) � 4, . I REDUCED to A.S.D. OESICH PRESSURE RATING BY MULTIPLYIN1,THEM V 0.6 IN OFECER To COMPARE THESE W/ MAX (A,S D) C2) MINIMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SHALL BE I 1/2' NO THREADED - ,%,.L- .I.. ON APPODAIDUF TO I, �, I )i � , ,. ,_;14'* LAG SC" 0 5* O.C. W/ �f ,� - '014.1* ws. e DEWN KSSURE RATINGS INDICATED 0 A, 17, IP PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADOD PENETRATION S_ , , G&Atk Apw, 1� T _[L ,., PLUS$ , 1HREADITO PUNCT14,0011 , fEFIC HOT OVER STRESSED, A 43% INCREME IN AAIO*I,Pkl. , �� . � , I , A.SZ, DESIGN L .- _­­­ I , � IONOI. . , \ ; IMS P-C O AS PISTIED 0 U- PROVE TAKOAS - _­_-��;,_`XA __� 0 PANCUMOIC PUPS - SECTIONS III *, wxwvm PAMLL ( % I , , .� 11 I , ` , $17IRM FOR VAND LOAM WAS USED IN THEIR ANi rASWNtft SPACING M WOOD HAS SEEN DETERMINED IN 'L3) MINIWM EDGE DISTANCE OF LAO SCREWS. INTO WOOD -5HAAL Or AS INDICATED IN TV41S DRAWING c .- 2w ffv�__ . � - ...... ­­ -.-.-.,!L 11*1--.. ____T. , "( , jut DETAIL ;/24 & - L . �wv IMMIN __ ,,, _F_ (02', ;;7b-,G;R w6r" - , �_� , �) � L CA "i WIWI wu 6 krWITH I _(q) 11 ACCORDANCE WTH K.aS, 2018. SHOOD SWM EXIST, AND 1' WNfMVM FOR WA"15 WITH NO 5flUCCO. cu -I.- L__ m ___ --.--- ___ .*, - . -; -"Qwm- wzsmr �w `Goz;;� W,Mwr,o Corcont, V10im, 0, DIN ...- ..."I.I. � , ;X:=_ , Or CAM Or TF,1 11 � _1D'*""` 0141- SVS 1 Moreii, 112. A CA) MIMMUM PENETRATION OF WOOD WSHINC SHALL BE 5/8' IJP4' #40 50W.WS USED $t'Alk, BE I I /�* LONG , MINIMUM 0 _b > 460,0, -7b-S 10' OR LEW 2 9/10- BOLTED . . SLOCK stock �7 - rIZ511 11C, STORM PANEL'$ AMQUA& FDA, WACT AND WIND ftWANCIL IM OEtAl VERWED, IN ACOMPANCE WTIH SECTION I EOiI '11. OF IN "W - __=� - - 3/ mf,��ng. MR Rhv ,� " � _!I`Ak&y THE ASOVIE MENTIONED CODE AS PER AMCIACAA A'ST LAB OF SOUTH FLORIDA REPORTS jOP14.n1--Qt AND 0021S,02-09, AS cu ERx,ED . -, & .-* __ _____ . - i (Ty') t -20i AND TAS-203 PROTOCOLS. AND M, PER CALCULATIONS PERFORMED IN ACCORDANI.F W/ SEMION 1404 Or TOE L_ 10' OR LESS 12* NIA 12, #41A 12, N/A 12* N/A I - & v (TOP) :iL� 4, . mum 0 0 EA END V' Q) � i, I _ 00 SSTD t2-199 & ASIM C 330-02 STANDARDS, ANP AMERICAN I"RNG LAO SOUTH FLORIDA REPOPt #11213,01-10 AS PER .- I .09.0. -73,3 "84 C 5) IN CASC THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO 0 WOW BOARDS Dr. FOUND ON THE tgl--IIRO . - 11' ,.* ". 3' 1. '. 1. 4� I' S 2 OM). A - - - 7 ,&�- .11 rAs *ALIL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN %TRUCTURr I U) CD - _1_., jc� - W I J 1�1 - BEHIND SUCH PANi LMAIP�� SLS OLS. At WIMONUT AT OVERLAP & IOX OF PANEL LEMON I .I#) - � - - �D g LORIOA 001,0ING (ME PANEL 3. 1. 1. . '. - Lwwwl DE F ",/, 'I, I�IET OFTAIL ./2. & ANCHORAGE SHALL BE AS MENTIONED IN C 1), C Z) k CA) . - 12" --, Cjr,.`� 18"] (n 0 ku 0 12* S" a - `­ i , Pwo 4WER REG I I Z. ALL ALUMINUM EXTRUSIONS 10 BE 600-16 ALLOY AM) 1EMPEA (UNaSS OTHERWISE NOTED), SEE SHFET 2 , w - __ __ -_ - ---I---,- ­­ ­ ,--- __ , SER�!l + , 2 � ,� UIRM 11 (0) ANCHOINS SHALL HE INSTAI-LED FOLILLNIANG At, M WE 915COMMENDATIONO AND SPEILWICLADONS OF THE ANCHOR'S MANOFACrURCO. = M NIA . �t 9/10- MIAL 41 '..v . ­ob L.,_ 3, ALI ALUMINUM SHEET METAL Us$D AT Ift,05UMiS MIALL �IAVE V(*-M4 ALLOY ' INWALLCU LICRIZONTALI.Y FOLLOWNG INSTALLATION OEM$ SHOWN ON SEC110il I TKRULAbI 0 (�NHFFTR 4 - -0 - U) N/A N/A N/A N/A N/A 12 1/'2" 21 (Bottom) � c < 4-fi8a, -lb's ­-­ ­­ I- ­_ ­ . ­_ - I/.10- 20w,* I. -1. AL-1 " ' , ' t T= I 1111116-;`� 1�z_ y - --I - P004JOH 6) "CrPut THAT 'IMRS(D &(D SHALL NOT or uscu. . _ __ ­1 ­t-------- 70' ON . � 0'elol 41" O��,��' �,' 0 PANELS MAY ALSO BE � r N/A 1/2- N/A 3' (TOP) - s(PARAI"ON - - 0 1 C ALL �TM SNCE1 fAFTAII, PANELS *01-1 HAYL STRUCITIM DUALITY 'MIC. ASTU 4-053 OWE 80 MINIMUM. C-60 GALVANIZED I -, � 4 I /;,' A/A _� I to CLASS 1*1 ; ,_ .. ML 12' me I �0 SIM DESXGNATION WIFY- 922 k. (APICIR ROLLECII, �, - .1, H 0 9 � - - --,-.-- 4. �N.�Sl W-gy CKALM, _. 7 ,/a, MJn Ir IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of' THE STRVCPJAE WHERE SHUTTER Is 10 BE 12' N/A N/A 9 1/2' N/A I 9 1/2' N/A 3. (BOTTOM) EARC OvtArUkP � 1-1-, � '�� -­­ � -SEPARATION- 2 � _._ _ -M�., 70 CIASS, -. 'R"6 TO BE STAINU-MI SITEL 304 OR 316 451 SERIES OR C014RVAOM RESISTANT COATED CARBON � LDINGS. - - j , t/4'. 5. ALL % ML AS PER DIN ,ATTACHED TO INSURE PROPER ANCHGRA"� THIS SHUTTER S�WL ONLY BE ATTAC310 TO CONCRETE BLOCK OR WOW FRAME 12" - , ,�, - z 4 I I/. -20%1� 1 BUI , N/A , .. jMW V el. sonift w/ 50 k'i YIEI_�) vrRiwrTH AND 94 km TENSILE STRENCTW AND SHALL COMPLY W/ FIMOA BUILDING CODE SECTION 11 - 241 I j).314 Ht 1 4, (BOTTOM) - - vivow MvNAF `� , I , ,,- ./, 4* (lop) i I I � - 11",�� 111.1 . r, � EACH REG" SIGIRM PANEL WiTNI, LEWHS OVER 90". AS PER SECTIONS I, 2. 4. $, 6 AND ALTIERNAnW$ IW, 3W A, 4W ON T I - _�_/K_._ ____ ... ...... ... I " I - " I i, , E, "i. ; 12' 87 -;-�/-,�' � I ly.. it, 12- �' , , ;y, � 2=1 __ I SAIIEE5 4, 5, *,T & 7 RESIPMWEkY� SHALL RAW A LEGIOLE AND RIF.ADALY V115101,C MARKINr INSTRUCTING OWNER OR, TTAANT TO R 'URC PANFtS WITH APPLICABLE RONPONCtMENT OURINO PERIODS OF HURRICANE WARNiNO I � I 11 111-1111 _­ 11 - - ---A--A- I , _� '] i _­ -, ,2, t I _____j ifl, I I- .- -4,L- _�_� - - i - 0 1 9 A 801,TS TO BE A37M A-A01 GALVANL�Eb S10L, Ott APAi �10- SERIES S70PILES', V151,, WITH 4" kAi MIM400, YIELD SIREN04 SEC A, LIVITIC) YO 06.0 p�x,t. A S.D. DES" PRESSURE RATING, r_�_" - d I i 'I I v �1[ �, i 7, A,W,*Oqs 10 WALL S4A,L_ LALAS r(AkQW$� M THE INSTALLATION CONTRACIOR 6S to SM/CAUL9 AIL SWi CANAPOWNT EDGES WHICH REMAIN IN CONM41A, C(MINACI WIN A SEE SHEET 26 FDA ANCHORS TYPE k SPACING FOR INSFALLADOW CARD WOW + AEOVIRE14 U... DISTANCE BETWEEN DOMM CIF PANEL 11 i r ! i R; ;, I I I . . - I v I i, A___ I - t54 (A) TO_UaTjt&_POjjRW_9QRC1= ME SLALOM TO PRCYW WIND/RAIN NTRUS4014, a FRAME RoLDRIE, AND (2) TO K Ilr Jr/2. I � 11 12 i d - 114-0 TAPCON ANCHORS AS MANLIFACTIMED BY CIM SUILD". INC (M�,, 0-3197 pl.;) 12 STORM PANEL ,INSIAUAIJON SHALL COMPLY WITH ' SPECS INVICAHED IN IH(S DFAWING PLUS ANY BUILDING AND ZONNG REGULADONS VINFAIN ANCHOR SPACINGS AND MNVUV EDGE DISTANCE AM WD07ED ON THIS --) Mot, I ,� i . L p ;- it - - I/V 0 7/4' CALK -IN ANCHORS, AS MANUFACIVRED by MWAL-f INC Y CO, < JURROICTION WHERE PERMIT IS APILIED Til, , WHOULL FOR EM IRM, THAN INDICATED ON SCHEDULE RVIDUCE ANCHOR SPACING - , I - *) sCRIFIR, sou & SPcC,ALi BY RIUCTIFININd SPACING SPOWN 00 SCIICDULE IV IHIE FOU001144 FACID", 004 1 . � p 0 1 �� 3� (Aim f'n�j000 P-1,I) 141, 0) THIS PRODUCT EVALUATION DOCUMENT tP.E D I PREPARED BY THIS DRIGINECR 4 GENERIC AND DOES 001 PRINKOE INIORMAI" K A Ko SPAOM MYA*iW USING FACTOR SNAU , - - "�,."" ; � , " V � I 1 4 - I 0 PANCL1,44% I1r,M9f 10 * PANFI,MfA7r nkt3 ANCHORS, A$ A,ANUrAJCTVF1FO UY 0,t,0 CONMIRUCIRIN PRODUCTS. FOR A SHE SPECIFIC PRO= 1,6� WHIERE THIE SITE EONDAKINS DEVIATE PROM TOE P 4 0 0 BE Ptff`KYCA MR EACH ANDHOR TYPE AT I s " �,,, �� - _­ . . .. " ­ - t/4'0 2AMAC "Lin MCHORS, As MONLIPAMNED EIT DEWALE INC, IW eE`= MV=SRk:WIE � , [ .- 1 11 i �, �� �t IV I I'll 11 1 �g I I ,q , ;".,*! " ; ANOMM UrOIND, 2I.- , i � , , --' , , I", , __'. � I (b) (.�N,FTRACTOR 10 BE RESPONSIBLE FOR THE $CLMION� PURCHASr, 4NO INSIALLATIPH INCLUDING LIFE W.Eff OF "W5, PRODUCT 1/4'. 1!41 ++ REQUIRES M.A, DISTANCE KTWEEN GOr7 I ­­1 , , . � , ,. I -I I& � �. -,,,�,, _11. A 1) MINIMUM EJAREDMEW OF INICON ANCHORS tNIO POURED CONCRETE SHALL Of I VA-, 2� FOR LL,CQ PANELMAM AND EASED ON IRIS 0 ED PROVIOE HE/"E DOES NOT DEVIATE FROM THE CONORDONS GETAIIJO ON nes ;".UACFNv ANOW TARE /**. f/4's ON OF PANEL "I �. tr. MAU 10 ! I I ,� , � I - -1 , I - , �! j " 1___ ___ __ I .� I /. - - y - ,-,: , P I CONSTRUCTION SAFETY At SITE IS THE COMPACTOWS RESPONSIBILITY, ___ AND (2) TO BE, vir s 11 I (v a . ; 'FAA 144TE / I -.- �... . � 7 ­ I , �;2- Wwr I S14m FOR ?AMAC PINLIN ANCHORS. (c) THIS PRoDuct EVALUATION DOCUMENT WILL BE CONSIOCRIED INVALID IF MODIFIED , CAUR-R, � � , Is, w,, lmw , --;z -M� 3 IA-- I -PM 4,/2 I-AS/16 I � , 11 �t I 1*1 - I P, . -.1 - I'.-M,3/4' A.2) CALx_11H III SOUD-SCI Awl"ONS SHAII, at: DMHEot*.D 1/45- INTO THE POURED CONCRETE NO Umem'LENT INTO T~ - __ I � " , 011- A - , PENCHI T.I" 12 1/7- 0.t --- � ;�� , us, -1 M" 1 Z-;�K (W11w) - i ,� � 3 - A .!-- . il � _._��Z02�2*. . = � L �. - ... I I vAc6ii 0.) - _:­_!_.______. _ , , �, �, :11 2-1-116 I= lUit" *41 0 11 ffvr ,,, §. I -.T.- \-- VTUGC SHAIj ac PEAAqi 1/41 0-2a sCREwS USED SHALL HE I i)2` t.oMr MINIMUM SHOULD, SlUcCo LxiSt, (0) SRI SPECIrIC PROiECIS SHALL BE PREPAREO BY A FIOR40A REQSTEFICU ENGINEER OR ARCHITECT WHICH WILL BECOME PIE " , "MrAw I , M Of PLSAUXVIES 2000 OR All MF , , , `;�-MIINZT AND 1� MINIMUM FOR AALI,S W71H NO ,5A;CV.G. AND MAY BE HEADED 1,CREWS OR ALI, PJACkOED SCREAS W/0 HEAD. ENGINEER OF RECORD (E OR,) FOR III;.' PROJECT AND WHO, WILL WE RE5"SINUE FOR RJE 3 ,/2 4 ; ATE, PA U � � '#��;,4*�3(4' VS. W1 2�N'OWZ"' BUT WOH WING NOM PAOPER USE OF THE P,E,D Eft4ftfl.R OF RECORD, ACTING AS A IDELEIDATEO ENGIREFR It) ITIC it a W�4 Mt)_ ___ .#" I I , I. �Aifbt <� xzazz� 'A IwLow� ," ,,, ", I Iigo I _�, , i - , � I It, = Im ,N*A�2 11 � � r - ,,, , - AMK IA "K MAIM FA" � ill.l. , FKA714w * 4 # , . ", , i � iI -i/4-.,v4 SCREWS a IT. 1 7 .C; 01910 ENGINtim S94i luamn 'to I'RIS LATTER THE SITE SPECIM mwlha� FOR Ri -11 � - 110P LA4 iCKWS 0 O' TFAI PRECAST SrONE� PRFCAST CONCRETE PANELS. PAWAS� STUCCO OR WOW ElOAROZI BE POUND ON THE , 1, " AJ) IN CASE - - "' t. All I )/y, I'm 1HREArwi I" IR VZITFINC WALL OF. FLOOR, ANCAORS SHALL BE LONG ENOUGH TO WA(',H THE MIN STRUCTURE BEHIND SUCHI PANELS (.) THIS P.E.O. SHALL KM THE DATE AND ORKONAL SEAL AND SIGNATURE OF THE PROVM510" - - - - - M-"� '� � wow [ATE .2. At ENGINEER OF RECORD THAT PREPARED IT , '/27 M - - - \_ WID . , 7 � �� % , �4�;.%. ; _ I 44=0. __ijz:P .__ WALL MO MIIWG . �, - .111' -ill rw wm 6 -, RIENARED 0 11,010011.1 011um. ANCHORAGE SHALL PC. AS MENTIONED IN A,I) AND W 42). r . ­ 1100 _� E- .�� lLfL� ,:-­-, SCALE 1/4'. " .11 1. I � - PlAtE IREQUICED fI.Ar FLAT ON ON tmr - - - I - I I � � 1111 (0) To ZXw,NQ,CQKsct,A"8_w_-u.JC`Mc- "-; 14. SHUTTER MAhUfAMPEA'S LABEL SHALL BE LOCATED ON A REA04Y VISIBLE LOCAPON At STORM . -_ ;___ __.- I I M. , T I), A ,- i/4' 0 1APCON ANCHOR$ ASMANAWACILM BY I. I W 13WIDEX. INC. SIM" B PLACED MR EVERY OPENING LABELING to COMPLY WITH SECTION T709,t1 01' "IE 31 I I I -+__ ALTERNATIVE I " , ,�� � 11 Ill n-AkIr FAKL SHUTTER IN ACCORDANCE WITH SECTION 1709 9.2 OF FLORIDA BUILDING CODE, ONE LABC Stkf 114',-I" 1 � - 1/4' 0 . 7/a' CALK -IN ANCHORS, AS MANUFACTURED BY OtWALT, INC, L� 1� L M�Fw ST FLORIDA `BUILDING CODE, kii- , , UNtINQ LTERN - t/CO A 1/4' SGL.jf,,W ANCHQRS� At 01 RIPUTED $Y ALL POINT SE". BOLT * SPEVALTY 0 $110011, �� 11 � ,,, � In N ATIYE 4"W #I, "VIIH104"It" I NSIALLAPON5 ARE CIA Y VALID FOR OVILOINGS WITH AS b DESIGN iOADS , ,� "', I OJOHN4 1N§M T10,141" SCALE 114--f- , ,; in PANCLOATt TEMPLE 11) AND PANtLMAIft PLUS ANCHORS. AS MANUFACTURED BY fLVO C"ONSTRUCirk'm PA $11 ­,�� F'. UP 10 +ft 0. -75 I PO ME PANEL's UNCTH UP to !*-106 sill . ­ __1' I "'101, r _ - Tj 0 IAMMC NAMN ANCHORS. AS MANUPACTJRLD BY DEWAIJ. INC �Jkz ""', " , ,).olor , :."I'l IJwE 31*w . - - '\ _ . .,$� \1 , .11, !!L14N , I OR NEW M FRAME COMMUCTION. WOOD MrMINNS TV BE SOMW61ILN _� , I .. , ­�q '. %CAAT 11, - e,l) MINIMUM EMBE-ULIFNI Or TARCON ANCHORS. ELCO PANELMATESAND Z40C NALIN ANCHOR, INTO THE I,,,\cfN ---. PINE Ni / W.CIFIC rAMM Or U.50 OR CQUAL � , . I/ . - FLORIDA BUILDING CODE �Morl High Voloctly HUr loans Zone), , _ , f - . - 'A' OLD" UNIT $HALL BE 1 1/4- 1 f�.--'��ENSj`�f N� 711 1W. .1 . � .. -,� FLORIDA BIJILDINO CODE _(Hllh volocIty No Icare Zone) I I �: . F z 11 . \,\CENse**-,.' --s LORIDA BUILDING CODE (HIgh Volodly "ijr eario Zone) � %,44 67 . 0ma'sIttoo M 24 GAGE GALVAWZJEb STEEL S700M PANEL CA, 1 ? No. "M MIX001 I'cl *v_JA ! I 9,2) CALK -IN & SoIjO, -Sr ANCHORS SMILL DIE V,M4EDOfO I/O- INTO THE CONCIRm BLOCK QW- NO 43 O-�vv MR" w - - .----- ­­ !*� . �'- STATE F , �- 07/3 , I , I . Mo 1.0'.. S /u/20110 iw I ­-_ - I - - IN 110-Ere"collog �, .., = . A 20 GAGE GALVANIZED STEEL STORM PANEL to I ,4, = �4010 "I'A 11K ZO GAGE GALVANIZED $ITEL STORM PAW , vp� STUCCO Slifti BE PORMITIM, I/4- 9�20 SCREWS USED 51AL BE 1 1/2' LOW MINIMUM !P�DLIIX .,�v cvv, To, . , z * '. � , - wd sEt'%Mpfur= �� * NO. �00401`tip �, 0. ! I �LOBAL PROTECTION PIRODUCTS, LLC G -1 � - ____... g ,,,r,, �,'A,nx A�.,% A, , `I1 � I ­ � � � 1 wV004 IIM AND 1" MR10,U40 MR WALLS WIIP4 NO STUCCO. . . - , /r _q A TO lu�xs , 1� -'C'. S it;_ I O(e � !�7_ 1 , P : � � 1. _,�� A-- -f,. ;0 ; � � �X,.�­_ - ,�', 3 '"' '"""""","N'S ICA , V,94�11 ----.-- �:; ,P .. GLOBAL PROTECTION PRODUCTS. I.I.C. " _�* TAT OF (`,-e _ 1�71.iv AMC, S1. 11 X"Kv , - / T1 LTE C-40 I N.I. CAM _­­_, GLOBAL PROTECTION PRODWTS, LLC, 8.3) LNICASE THAT PRECAST STEINC, OR PRF.CAS' CONCRETE, PhNELS. SIUCCO OR WOOD BOARD$ BE . . .ft AN ON014 F, W14, ,� . .. 1, 0= d 4W SW. 51 IFIRM ,�. 11OF go,:'. e IL EC0,114c .600 $.V. 51 wmw 22 tX STING WALL. ANCHORS SHALL LIE LONG ENOUGH TO REACH P4F. MAIN STRUCIURF DEMING 5UC�Ipwl', �... I , I` A".)QW-111.11 M ( )w -a.; , * � , ­ ,7�-.� - " 20-175 '11, cs I. WAR. CIL, M314 'u AM I HEADER W= I/ QAw_ "3,. ANCHDAMC SHALL LIE AS MENTIONED IN EIA) AND IN 8,2)� ,__ %,`NRN`_ - . .1-421--N. .zC=,­="rK PMOW, (M.)6111�mk PAX (�)W�M7 20-176 -� ,,,;,,,-,1"IV , .. - ,%Xr,11. i q , X0�!'-'se- 4 W-SKI 1. Tow-0, SAM I DMON & ANCHOR jQGgnQH _4N.) - 11 1. `L (#..*.-,nr 20-176 � . ok� RE/bAtt I � I SHM , or to 2&Zu . I I - - , � I `*_ MARK; H, . ,----..--�l---,------.�.�---..-------.- __­­.­.­. .. . 4 � , I ­9 i: I . .7 shou ab or a I - .� I.., I., 11. t� !a ­­W i � P" i M i F - =_1x_Aj , 'I', N , Vot). 00'"wo ". `111'1101i�o � '1� vl,/�/_7 _ A, "INIC: fw)mp-YWI r. ,0� - ., .-I Z, CA 011"'Ac sm/ocoom - CA-WO57% ----.-J WA, to SuIT ANY iWAUA19 K, �; .:11 �" - - __ Mt." 4 ..... � ��� I M TIM. ;T a� P I 'n, , MID 11 , �ew"Nu"�x I __ - "I, 0 11 � ---- '= I �� - 11 - � -1 slow � sIOMER "OkWIZ I,., - - _ I I I . I � ': � A Ftm­m, 7. "', . w - ___ - Mj ELSc MAXIMUM A.S.D. DESIQ PRESS NO (Ra.f.) GQRR95EQNDING 2/4 1/4 3/4. 4/5. 5/5 & 6/5 -_ (fN RF RATI AND - - - ) H NO SCHEMILE I/ INSTALLAI R QLAR. LIE SAEEIY r& E-Z � PANELMATM MAXIMUM SINGLE_fMEL LEN L ONLY FOR REGULAR STORM * 11W�6, 2W/6. 3W/7 & 4W/7 F 19-N QUAILS EQR REGULA EANEL d) 1, I -1 J: VAX ANCHORS (SEE SCHEDULE ON _, _,� 3� MAX' EIE, BLOCK STRU93MM (SCALE 1/2.1") PAWJAJNM a."M W - ­­,",­ sHEET'S9,10all) ­­­­ I _ _ � . 11_­­­­___._I _1^1 I .2QUIR 0 CON11CRIM JOA--c-me ,, - ­ ­ -1 � __ I.. ­t$,125- (lot& VACTH)rl ­ - .- . - - - ­­­ ­r ­­­­ �' -� 1010,11-E&NEWI) U=k"b ALUO 11 M --- _ ..... . __-, _ _,________1___ � . 11 j - ------ -- _._ r I . - 2107"­ _� SINGLE W111,301 9 ,. a a W ED CON AM ..1. STINKI POURED CONCRETE - - --- -- 7 r I V�VtZ.W40 M-111i -_ ____ 11 11 4PW , - - - ___ -, ___ __­ , -12-5w (Errfcy,A WIDTH) '. � At I _ AL_vL_QLz=v X "I ­ -1.­ - . T_ -1 __ -1 r- I .1 - r.' BLOCK C CONCRETE BLOCK - . - I _____, � � __ I" - j" Ja il ca FT , � T-r- - __ - _4SCONCIR 9 i � �'- ­ ­ 6 1/4- MIC.) - - - ! I- t-250 ­ - '750, D.Wo. (D,­4 ­ , ! I RICOLAC�FD �1;1,A I " ""Co. -to ARGUE IF 6 1/4' I I , , " I * ,��", . , WCRM ANCHORS I., ,�,,j I i .374- 1111118 TRACKS (I "I * Raccl-90janDLAL"Ouka" ­_ : CONCRETE ANCHORS C _ ,.,, , I - � - .. - ,<,, , M � � � (SEE SCWJWLE ON ,,�,�� , HEM" ON - = f 11 ill I I , 0 �, " I I I I _­'. ,, I—— ­ fir", =0 THROUGH . " � las-+� . � . : OR 12 1/2- O.Q - - *t--r t-1-7-t f" L ,25*.� , , I(& @ or@ . 111 ,I I- - izio- _ 7-1 J50, -- 1.250' f ,, .r I ��, OAT Of RMIRSOO) MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH 1.11".."111"I". 1 I (;-�� ,, - EXISTING POURED C%� I 1 i" '* L" I ­ I I � I I ­ 11 I - '14 1 "L+" OR "L- " (ft.) a 111.1 "L+ -1 " I OR "L-" QQ 0 1 : ,� , (2), CONME `F .C. Hw R."' = - , , - ! 1-1 ) " IM.-U." cl�j 1671- MAXIMUM A.S-D CONCRETE: a wow MAXIMUM ALS,D. CONCRETE & WOOD i �,­ " .1/4* . ;10 0 6 1/4' CIL - ifMMED GALVANIZED SM i',,�� OCI14' pausiar. LOW INSTALLATIONS t AA%------ ___-, ­­ I .. I �,`f�`W jw�_ ­ .1, 1- CONCRETE AICAORS , ,� I ­ I 00 2 C )0' - � - RATING INSIALIATIONS t PRESSI L"Ic _­ -_ -- I I !�"'��L 4 ,.,�,�,,,,�4,,�,p 11 - -= I ASN4 A63 Tm I (P...f.) I+ cx� -) '- - 0.0.) I. . -1 - ­ ii I., I � (SEE: SCHEDULE ON E,_ - (= GRADE go M"1WuM . 2.12-5, L+ L_ E; r L_ ,��::�� �.1`11.'fl � G-60 OkV, mr, - F11-k. -,' `* ��'. ,-�,;"S, I - ­_ -_ - - 1250��'. '' ,"� I � t _4 x 6, '! I I, �.� , .1 ­ -1 71r . . - CONCRETE 91116�,� ... i 4) 100, " � I - -- 1.350* - I I I . , , I,ko* i . _#Ow � 0 " . ; '' -,- - � "I I 40 , I ,/,. �z �1 I � Cc)- , ". s 1 3.3�6 4� IS* 1. .1, I I �, �, 1, - -1 - J � JA- � ,,, � � ..­ i , 11/4* . �, .084' -- �,�"'. ­ r, , I . jr­ -,- .- - . .1. I I ,,.�� � ", �_. - I . I / I V -J--- -., ­- [ , r � I7.1111 '. I �__ F-u F_�(' , ", , -1- � - - 1, , I . 's""'i _1_1 __ T__'�` 4) 1, I I I '1� � , - I I­i__ : � * �w,,f, � SHEETS 9 Mi 10) T" - - - " I ... � i_ - �_____!___� I I 1 , I __ - _ , �,; 1-0 ', -��', i (= ,,, . . I ,��,';.�� -11, - , ... 1� i . I ,,� -1 MAIL A -..---- . _ ql � I � . . I- 11 11 � ­':41­11, I � Eof I : _E PC C__3 ul-)Ol lr�?, ' 1. � ­­, . ,�,, f, 1, i I � i I -M M �� � 11 �:�� , I 11 I I ­­_ 11 _1_­_.__..11­_­ I ,��,­ - , 101-0* -- jiv ­ ­7�:�W­rw--F- I - ­ - ;1 , I _; �," 1 - (j) � I wt I . 'cl) � ,,, c. � c:i- PAMEIS SKILL At, INVALLW ALWAYS - 2,361 , , .- o �., I -"-#* . UNBOLTED PANELS , �,��,: I , 'I ; - Ql�) 4 1 , .� IND = , � _j '125- 4 2uO t2�61 11?'_Q* I— RDO 14,-#, - - - 1 1 - i -1, I , - , Alil 41r , .I -'�­�Gft'" CC- (TYP ) -�7ao­ "----- ­­ . , ___.._2L____ - .-------. ] - , n - (1) STORM PANEL � ' �_,,,,,. ' I I ---- ---------- I- - ___ - i_ �'. ,I I . , .,Vbl Typ) 5;,_�_ ,_?i-___,;;_ _T) 44 iv 1,71 T_ __ GET" . , Zwo* -- � f ­­­­ - I ­­ - ; �­ ,.­ . ­,­­ [ �� �, , I 5 %PANELS W1 d40-200, �1'11�1 ! -0 " = .-.-- ...."._­­ _1­___ I � .1 . I "" I i 0) !" C-n FROM an TO Rim W/ 112' I" #*'-a* .",a I.- , -#, I I I I ! ___-!1!_4_0___,._ -.10,_110, (SEE 'SECTION$ AS , DOLI W/ ft CA OVERLAP' , I j - , � - :­Z� , � - I � 'CE -2 (�) wE* BACK (�) &VI-M-M I (SEE SECT AS APPLICABLE) L ��41,r�d.,­ Im. . 0104011. , �._V:4, _. AT ENO AT LEFT SIDE OF PANEL I� 4OG V�"__ _,"', , ­ i� � I I ;W vk��,, - l� ., e.-T _1 ;v oat" 0,0 ",i � LJL " - - - r­ ­ !:_.�L. _.___.!�1___ __2L_4!:__ _L_�L_ APPLICABLE) , I I � _� .A."cii. I �,,i�; r i � t I SIEVIVIATION ,.I I I SWE - Z3� .0 v*_61 61-91 -�_.____ __!,_-rL_ - _�'-?�__. I (LIE #Or MYM . �,,,��,� , . I " , TM 1OF tOGE ----.S---- ­­� __..__!i i i I I I ! I � ,, . I 1! 1 ,� I ,I ""Is I .I - 1 1 ! j F . To CLAIM -- - ' ' I - To CIA .. � � ,�;. � , - or - [Min,) -I'- ___ (S w flu"I'MIX , "4'. �t: 2! cu - .,� .1 AWL 0.024 50.0 '. '. $0.0 - . , " UMPH OARY-41 1 ! LEM" 00 71-111 ; ", �f,' ..o i .�', 11 I. I '. 11� ; E - = PAMF I IS DID UP ",_ , I -1-1-1 ­­ ­11i�_­ I— 8�77­ _s_'_12_'_ ­ I (SEE SCHEDULE "I., 11.1 ,I , , CUI C3- _Cz w - MVANIZED STEEL -;-, . I ­ , I I- -t- - I EF ",­ �"I -" ---- --- .- - - - I I I � 5 O I ON 3) I I � � i.� � I A/ HEMMED ivat " , , FAIR]. _�.., 'a ­ - - � - ­­��­,i� ". " I i 11 ! "L, u., imw. SEPARAIM v MR,, ot, IS ��- ,5 -, , �.,,,Ol , iii i-7- ­47--F - j, I;., I ! PANEL LP.Nur" �,+, -,r 'S. � � �.LL. , KgiI�l N SHM 4) 1 3; 1 �f-T ------- F = " ­ 4 11 it"j- Wo - - i" � �, (uc SCHEDOLE I , -1 to'es, � ", , / � ___­_ ��T"�,­­­-­ _ ­_­ ­­­­ .� .. ..... � ­­­ ­­ ._­..111­­ ­ ­ I i ON rHErT 3) 1 1 PANEL LENGTH -4 To OLA." PANEL LCTHI , ,_ : 1 � I . I (SEE SCHEDULE ,<,", �' ", "x I �, " , , ?'-121 1 CONCRETE ANDHOM i . _il It., 1711­ 41 � : ) (SEE SCHCbULt _�� , , �`Lo ­­ 1. ­!�±' I � !'_...'"'. .......... !��L­­_ --­`­'v_-1 _11.11- 1-1111- (SEE SCHEDULE ON r , tA ll 1. ­ ­ I I (StEk sCKOULF, 1.i 0 'el, " I I � , IJ3*i 0.77W , -1 i 1.111. ­ - � ­� ON S" �7 3) ON SKE1 3) �- 11..�, 1* - r_ I I. "'. 11-1. , I I � 04 SHEET 3) 1 1 II� i, , . 14" , , � , , , , � ` , I , , I - ` � - I - � - I il , ,� I ,� 1-11, `�_` - r , , I I /I i I F, �= .__j___AA_L,_§ :V­200 4 AILS, 7/,,., ,�/� 1, �;. "Iff� , / , NI; NJI 'J�O,� __� r/r" 0 , v)' TLL, -A .e ,,� , (g � � " �r C-A. �r _ 6. j - 4 z I I ;05F� S, f '�,�"\,,_, ' * ' -f7 ,.'�Ir" "I F � t F*TA1o03!Q_v44*`, ..� _ z I ,� I I f- 11-L I - 70.0 7610 r',J* 6�111 I I �. .. I ; I i I I = I `�� � I I I , i � f:,- �] CD _= �11 " . j ._ I I 5T,_�/ I � _ I - D I - � � . I " I 4.�. �_, - -1. I 1, ��.� L 1 5�� _?Do � -_ . ,�, -, 1`�__I___7�� 192 . . 0.1 I ,nalf 0,250 , 0 ___­_;i_0 71-31 o'-10, 2140 _2�:_;�_ s,__s*,_ . M.. (�). 0_1 .. ,- - - 0 ., J� I - 141 � I., - SHEETS 9 THNUAtAu. -A - -fi) 11. i I - �� - cu v �- ­­ 'Ll" _­_ . I � _I.-t 1 ., 1 -f-D t 1 1 � - . = =, __ I A�Tj- 0.615- � . I i I "-,. -_ 9 , , . L - 1;1 11 - - i i I _� i. "', ,,,,. OF 'L, -- , I �­ 5-- -'= -� / 11, I_. 0 ?I IV,* o'-s' @.r@ �__ I �' MAX ­ ,,,,,`J��` .A =4 - ­2,",­ - t , HIMME11", , .I I 7� 0"740. 1 _--s. _2�_�:_ ._,.,!!'_ - ­_ _­__ - , .. Nk�,�,,�, 0 1 Mo. I we � .,.,> , I ___ . i , , ,__ -f-.� �,., " I ­­_!n 7,-O. 0--;�_ - I MIN , L*11/4, 3/4, 4/5, 5/5 4, 6 " 'o" ; 4 � ,., .. . ., _ ! I i _ ci ) � -a - awo F-O' V-41 � , OF *L" r ,01,�t, ­­w ___._ ___T - _7.F­ , - I I I '9� - , : MAX � `4`�'I" i P�","`��"J,L",� I t_ � _.� I[ �_(� OR 11yo � m �,3ffg ""', ��,Pe� ,'� ,,,,,;k. . I 'I_ ,6. "�, �! ,. I Z,2!tO* -� i j ISOMETRIC MIEN DEJAIL A I iky � _ L I \/ I-, ­­ W, ,- - Lo, 2, 1 1 1 ;""' ., � ... � �'i ,1,�5;,`, -�",�`,, � v, ­­ ­;7 1. 11­1,� ',&1'1�� : 1111Q, ,,�', E � � , , "'i, 4;�- -07-,F, � W/6. 2W/6, 3W/7 k 4 � ,, ,� ", ,._� , I -:4, I- ;11 - - .,It- , ROUNDED CONNER ot ENDS or PANEL . , � "I .; , , ,, _� I- ' ' __�_i�7 - L___ __.____ANcNm lui ScRi ON SHEET% 9. to air) , I r ­ , _. .- I : " ; i � .11, I I , ; I'D f - Ion, xw* 1� 5- � �� � i j ,'.", " , , � 1 '125, _­" rr ------ - - !Lr­ ­_!_�O­l ­..­L�1q---- ­�4­1 E,6, , 1�1�1`,�'1111`� I I c'a �'�,�!�T 4 �_ c I I I END LIP W/ HEMMED EDGE. I, - c- ). ", ,C I � 1 ­2 ile � ­ I Pao -y ,.$ �-_!!L � 000 - � ., � "Ll i I , � I - I � (N,T.S) .375' : , . . -2,...- � I .. �,� � � E.G, ',��,��,',��, - ,� -e ,:: I ­ � ; I -----. _ _L__ __ ­.-l- ­!�7?­ ­j?� If, 7�� I . . i � I I t vas,v fi,-3, S�9* yOSO REGULAR MRM PANE In ELEYATION ,/4' War. GAP � %111�,� � ­ I � I I � � I . ,� I 1 ji,'�;� I s, 41 � /I . , �', e) .1 , CD . I _ MOE Or PAWL ----. --- _�_ ZW7. N.T.S. I ",�, I EXISTING POUR�� - , - fAl 11. . q§A� - 2�500. v. I TV. NOTICIR AM" I—- �� I - 1. - -TIO70- ____ ­ ,./, -�,�,� - ;��]�-,f�,,� I 0 I 1/2- arc. � . - f,ao_ � �­: " � , , I � I CONCRETE 09 ��!"?4 Y7 . I ABLE) � x I - ­ .,._ ! � , , I '�_ � , 4' I- In � I 3105-HIS4 ALUM. ALLOY IEL I -1 I �_o - i� ­ __ I _11�1 �'�,, � go I "' CONCRETE ANCHORS . i �091' ,,,,, (�) NEY HOLE WASHER (�) T � WAD CONCRETE BLOCK . ­ -.750' 'P.) -Q �, .�. -.750'- __... - . -.E-!* ., (WK. OVERLAP -1 t1DU: MICLIFT), I , : :L:L-I _146.__ .11 "j, � � L . w4,4 [; @ ACQUIRED, (SEE SC , , I � ­1 11 11 fi-.__L � ,, - T, ON I I 1/4'i 1�; IN! ­ "I I'll I I - I I I . SK SPEn a FDA APORTORA, ''I I I I I 0) I It_-_ �_ 1 -�,750' - 161 '. ­­­ - - - - ­­1.144_1 � . - - 072' � IIAO i.-.�� I � -1 i?,'��'� 9 14 11,�� _A, I'- i i 2�1�24- 1. � � I I- WO 1 inte ,_ I I Ilid - " 'v - -, � Ivp - --- .- I � I , wim- I J __ - - ,. � i SHEETS rm I 0 . .- UMITAOM IF SLEEW UNIP11 M I J*� , I / J�:I�i � V. It to 51 i I .�.,� I �� 1 _7_:_7_/_ __ ___ _­ ALTERNATE �, !��_, f 4 ' i I - .- j I I I � OKI VALIO FOR 1 $ \--/ \_11 I', i � (4) 1 CA$ (TYPI) WOOD STAVULARS MINAAIUM SEPARATION TO CLASS S"DULC MAX, CAR -,�T�_ I ',--/ , I" LOCATION .�,�,', ARE US - ,OCX 10hr ' P 6 : 1250' IF A'I".- _____ - "I 1, r , .,,. (�) SLEEA 2 1 ZA ' f ". RS1 I I I , LENM r T' I PANELMAlitS I 0 4CFIXTONCRETE : awo WIND SPEED 4 170 n,.PN WIND SPEED > 170 -PA , 0) of'. . . j I _,?r at CONCRETE CONCRETE ANCHORS L ­ ­- � I MAX, MAXIMULI ' ) ALTERNATE CONIERM. C%�CMAED _ REQUIRED. t I— - .; I -2.ODV - - �000 � 3,750' PANEL, L ANCHORS OCK REQUIRED. STAGGERED W/ STUD 1. � r (SEE SC EDULE ON 'I 4 Ckow, _T ­R­ :L:T__,I- NOTES, SHEETS '94 THROUGH 10) SHEETS 9 THROUGH 10) 1 12S' 21660 - � - ,o. -, K) WMESTRANED I ­­ - ED. k (SEE SCHEDULE ON ' __ -, I (TYP) J1 ,.A - NAXWUM PANU LMDE � 2.54$* ­r ­ � I t.,71111- 1 30 OR LESS 1. I '. DIT) L+� MAXIMUM NAGWARE PANEL UVWH MO A (LIVER PCISTIVE AS M DESION WAD, . 1100 L_ ----­t-, - �) L­ MO. AtLOWAW PANEL LENOTH FOR A OWN NEGAINFAS.0, DESIO TOAD _ �_ 2 "' L , � I g.� -, � �Iii 1�­w V 1, i PROCMK TO DETERMINE 0, 4 __ - , f, MAN. to S, Mw , -,-.- - __ I - � . GIVEN A POSAM A,U, "Siam Leo, WERIAW. ummum' PANEL UENOTH ,L+' FROM SCHMAL , � I,00 TO-44i T­- ---I-- GKN A XNZ&TWE41ADOtEDEW",LCg�a�AXIMUtA jajHa - 2,00D­ -- DEM F 1'�2- 101� FROM St=tIMX. _L�2�1 /2 qXG PANEL U­ L ' " I _T__] FINAL AM 10 THE BUILD-Ou U WA" WOUNTINQ WALL MOUN UNT (R UEM-IL" 1�_, 1. , , _ BETWEEN 'I.., Am ,%-*� 1 rbjt�Tlj a nio ANG ELI J__ - I - _ _ (31 SCHEDULE BEIM FOR MIN PANEL LENGTH FOR POROSITY OUALIFICAHON SEChOf I IMIRN ? Nzw; - .. - -- 3,000* - -ii,;I. - 606)-711 AU97Y NO"AH1011"It , ,,,,, U, A-1ZAA& U EAMA-Manwa � I I PRESSURE RAIWO SCALE 5/ff-l' I I , ��_t!� . ��, Ei) M 1 INstrAwriow *00 WOOD ME UwEx, TO ,, ps PX,f MAX A.$ O. OE91014 _71 E!* , � r-1.1 . .4 . (I 114"' WIDE) __ ,,� - � �,� �\ N" . I'll, W_ I , I � - �200 A, (USE ONLY FEA L-2 HAND STORM PANEL MENRUM �9,-� LOA k_ MAX PANEL LEK18S F , III 'IF'' , '�­ '­-�, ,"11,­ ,L __ - _0 .1. `.SIAI�0� OUILD-0111 I ", ATUA00HONN" - -..-, 19 AC I I FOR MAX, ASO. - . ;i'11.11-I&I __ OME11 .W SDAO 1.1- T TRA .r INNE. 1'e" r. eM=k� SAAM 6k s USED A , �,! �41/;%,, #NICILE . , 'M � ,� i L-i ___:-� I .. I .DUN "Me HLADEN ANQUIE RAO � � ,§ _.,,I, , , e .. I TI = I city HU cone Zone) =Lz FLORIDA BUILDING CODE (Ron High Voter a e%\r-11, 1. FLOR? BUILDING CODE Lon High Velocity Mur lcona Zone) ' - . . .Ity HurrIc no Zone) � I .1 OPO* - f _T " w*10 AM0. INC . '. '. " 1 5'. 1. . FA I.- i . I ' 7W 1211 �,,'%, "" o 0�'.-' 0 t * t To = r.0 DIRECT MOUNT 32 "M unock wc� -, . tam ftrm � r.1. I�Iib- - - - .1160. I .wlms 'IT . 0LM.Co `.� - __ ___� TOP I I , . N "" , _,�, _. -� r AV - -, .0,1­ F ,4-.� t�%'­Voe , SYSTEM) 4054��10 AL0i ALLOY "I&I-1 �470 �215* ,,,� � , : �;]g,,, A : .. t I.e7l, 2 _ No. 44167 1 FLORIDA ,BUILDING CODE (NOR High Veto sorrom � t� : ' - 088* I � 24 GAGE GALVANIZED STEEL STORM PANEL - ? Wri, 0.44167 " 1 1 - - 9 . ' s 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN w i.2?1 - 00" W, I- ­_.!!L__­_ -.--- --I-- 24 GAGE GALVANIZED STEEL STORM PANEL o.44167 . I- �:, . iz,X1.51 MO ANOLC 3v . 4;� - CC ; I z * -, . I . -7 �. F_ SEE - - � � 32' 32, M, " * : f . , -r L �. 2.aoo�_ -i I' L' 4" 1 ­ ' ts� ___ -1 Culay/10,19 =LfQR_=JM9N90_QF._SE=N5 * g ", r L===� : ITYPj ,� SECTIONS ­ -- _� .250- xg. � GLOBAL PROTECTION 'PRODUCTS. LLC. ainli� i: _TRC� - ------- ___,-SS_,- ,­ii� 12. ­_­A� . go" . _117� 1 '$'-, TA Teo; � , \ GLOBAL PROTECTION PRODUCTSA UZI "'�"' F-D, ., EDGE DISTANCE I * "L�",� ? *?/V/30 MIN -j;N :1$ q� 0 1 -!�-. 4TATE OF, ---<- ��-­ ___ , ,/ I L \ GLOBAL PROTECT AACTLI I , I 110 ftw tw, SIAT, UrLr.dM-P-T" M 11, 1.1-1, L"�_�_� . -- ,; - , '_ 11LIECO AM10AL11 100171 (�Stt SCHEDULE ON TOP & Eli MOUNIFNPS CAN BE ­ I E C 0 in c - V1 11F -_ sco, - -I - . --- ­ :;'All UL - F7 -.. '"Villilma 4k I rjw"a COMPANY I DAIL, , - " '"Lut, 4, giiwg��"V ION PRODUCTSA LLC. - � ___­ " "' 104- Sqr� W_ @ WW. In. so, 32* : 60 se - 3".4 ,, , AN PHow to*:)� , L I do-ING, F.V amwel-vp 20-175 ___ __ 1_­v__r .'.­;�7 ,/��-- �?: � , F-Cw (91,4) - - ­ - . - - P PIKANLI IOS)oei 20-1176 $HEE7$ 9 & 10) COMBINED IN ANY WAY TO SUIT ANY Ir"0 AA�. 0 � 0. = I".)NII.M. 20-175 - _. '. I -,- ., A_ w". , -.-, ,L - FAX E114f)"o-MI '1%1-,si - .- 11 _____ - _­F_­;;:__ '. , ��� � 1. j-�', , . . W .11 .1 " - , .1 79 OW*m Ac @ & (��O WASHERIED WINGNUT I ,/ iiiv """' 10 QI-t , BIJILD-01JI or U4 BUILD -OUT NEW BACK - .0 50, � n. i - cootwo w I LNSTALLATION. 1� 1�,, - ,01 �'��- .,,;, K�11 AN, . 0, @ - " MORI.,;& �1, ,,� -4 -� L 6 `� 18MK ANOLL (ZAMAC 3 ALLOY) BMW 2 OF Is I I I jgix%w;LrPQHATv#X/DA-,F ww" A. IV, . - ;� fulM. = xi ,.Hiv . I �`-,�-�- _2!ff4f - A - ,. . I I I I . P��___ 'j,tPr, 1; i - - I.- P I :::::::Z:i- , __ �� __ - - _ - � IN= z4f 10�1 "it � --- - -_ --..---- _. flomlas OF 1 ... I I I I I - ­__­..__..____'._______ ---�--..-----..�--,�-.--.-----.--,..,--� __. __ ____,_____ __.- - I ____,______ __ ­­., - LAR P � � � "i ,__­___ 'ION DETAILS EOR REGULAR PANELI) INTO W 0 INTO POURED CONCRETE OR UNCRETE BLOCK SIRLICTURES . ­ -, __ " INTO WQQQ STRUCTURES - 1-1- .. .­­ ------ - __,1____­, __ _._________.. INSTALLA110 DEIAILS EQR REGU ANELd) 7� � , , ': " 1 �� 7 , - -'�, - ­ ­- ­ 4tn7 -,----I 7 1 -_ - ,-,-,-,-,-,-,---,,------"----,----,-------,--,--,"------,--------*,---,-,--,--"-,; I , 1�� , , . 11; I 1. - I ­­ 11� . I I SEPARATION � I , ___�­� I I I cl) I -,-,,- ,,� .... .. . 11 F -------- L TO CLASS. - I -_ , "7 ,� ,� , , 11 � I -TSEE SCHEOU11 04 �', 11 I'� I 1,� ,. ; " OCHORS LOCATION I., "I. � I 1 f7� (SEE StHEOLU I -R� 1 I . E LEO � ALTERNATE CONCRETE 1w, - , � WOOD ANCSORS, ,/ I � ­1 , "I I �, � 4 , � � - � -, ,/` - ­g -7 E SCHEDULE ON 4 ,� , , �j� %hrET I 1) ,. ! ON SHEET If) _.j/3,4ft R � ,L_ �, ',' "', � 'L, � " I CONCAM ANCHDIA� , I , J� 4'.6, (Min.) EXISTING III ,�, - ..., , , � ; EXISTING $-DORM CONCRETE � , ,11 1� ", ' ' 4) Lf I! I I - , , A,,= " � � � Qr"� �,o.' ,11 �� , I I - L 11 I I " I � 1, I I - i " . i ,� Ms"NO POURED caNcRE7 SHEM 9 TKOGUO34 10) , . �i� � �; " ! , � 11­­_1__­­ ­­ I ._111 TO smoi_ I - , , DULE ON, IT I, _ .. .. I +�­t� BEAM REQUIR - , I ,� ..... I �� I" I j; , ISEE SC14E THROUGH 10), on CONCAETE Stocy, � " OR CONCRETE BLOCK I � , _-__ ­ I 1 4��, ­__ "M I I I 1, "A - , ." Tiwa Z6 ,,, 1 "I �, " ." -_ 7711, (n SHEETS 9 I �' AccovAcy OF 6is , _+__j REQUIRED. I REQUIRED. 'g,j,,,,.��' "., ,,, � I � I . I I i 11 . , I ER � 'i � / 19 , �,,� ,,, I ii �� N , I ­ ­ ' - ....... ­­­­ I - v MR., BEAM TO BE CERTIFIED BY , ": ,­, . '. 11 :I .1, � . E.O, MATE to I., I I i'i " . : I I 1 4 1 11 - . --- I PANEL IL14M REGISTERED ENGINEER OR , - �" - �col , , -1. I K/71NA1 CONCAM ANCHORS WOOD Hi 1_' . I ., it, WOOD ANCH , �i� I � I (W SCHEDULE ARCHITECT PRIOR TO SHUTTER L " I _ I Ift, CIAERwrl)wb­_� I D - . . Oi , 1�_ , ., .� I 1: ,,'IT .�j, KEN ',,�,,,.�:"?� i 02 OR$ _ lurfi� - "" " W ,,),,;, %%,f�`f ", .1 .", (SEE L, , ,, ­ REGUIR I I I I I , 1,� . � � �, , i I � - � , ; I ( . ��, , I d) � I'll . I t�� ��� (SEE SCHEDULE ! I lip, _ I INSTALLATION. , � Do ANCHORS ALTERNATE WOW ANCHORS.- _T­­ I �� I i IMI, to WAWO." ", �,'��?�" 1�1, .- I- - SN.Alt-DUCk ,wt,, I ­ ".1 1, 1 1/4* , 11 ; 'j�� ­ ­­­­_ - ON SHEET I I FDA it I I win, ­ ?,f:, '. 13, I � , " SHEET � 11 Q .AOX SPACER " , I , I 11 (3) 1111,11 � - ­j I 4,111f, . . ,.. " ", "� 4 =06 0 �' t 0 - IT-], MO '� 11 I , , - EO I. _ _ -, TEX WOW 00 ,.*-, I I" " . i � ,_ ­, ej.� . SA ­1 2' ; ­ (_ OF � I SHEET I I) I I 4.1�1�;All .11 t I i i/2. CC . I I- 1 v.-iow sa ws. W/ Nut I 01 VAX i MAX, � 11" " , 'I 1/2* L - ,,,.I , Mo CONCRETE ANCHORS � ��R��L � r- I � 'I 1/4' , 7 EN � � i 1 _1w.IH­_ 11 CD - I I _r * __,_ 0), 1.,. 91wPan � " * - " , I I MAX ,4A� � I "t Sc VID LE ON (SEE ScH "I 1/4 I 11 � I SH __ ­1­1 j I � .r � _C __ L ­1 1; i . �,� ..--- I ill - . .. I I.. WOOL) HEAD�" 4 !�, ,, ' " f; � � � 1� ,I I �,I � ­ I ... I.I....- I . .." .1 .1 ­­_ _­ __ 0 It t131 ILL, 1 Z�� ,2 I 1. RILQUIRLO 1, , .,, I­j im woob HtAoEA , -P- T------ F�- - � I - � 11 "I, (SEE SCH 1�11�1'Tf� . I ,", , i voi " , ,�',,`, ;;" "L _M tt , ro - __­­ - ' I � I _ �""�­�:" � I I _. � MAX, ,, , ­­­ ­­' -, ,, ,,�'j __�, t/2 ­­­,". ­­­'_-­ '_ , I -*==a i ­ wa ; . . I I 11 � : - cl) - -I---- , __, _ IF I THROUGH , ,�;.,_XC" ". , , EOV E ON 10), 7 i , � :�,, , " I , mm, I . . � Mr �� � , :- � cn : SwEys I- a, �� � / , ; I "I I � � - REQUIRED , IvAo max* I I .", L J I : ED , , I � I., I � : I I �, ,,, ,. - 4_ -_ VoLn ; .1 I ­­­­ . I . , � , , ?,g; � �� I - � -#-Mo - It ! I , , � . V III- � 1i w.-A4 (8D - , Qr-�1111 oz . @>- - I 6, "', T-1 , , I � ; ­­­­___J__ ­­ , A I I � � ",;r�r�,,,,�,��,,:�,,:,,��,,,�.�.� � PANEL LENGTH � L 2 ' : wow ANc_S , -- �! -, - , i , ILM-_1 i I � i � i i, @I' MA)C. LONG ALUMINUM SPACERS 0 12 1/2* 1 1 ,b � I , � , I - _L_ I I � I -, " ­1. I � ,-..Iqdl : E ", � I., (SEE SCHEDULE J - , � : I i (SEE SCHEDULE ON �., �, ON SHEET � I . ,1� : GO. ISEE TABLE $1 ON SHEET It-) , cu I � � I � i SHoE I 1) 1 -� p I � FOR - I , SEE NOTE -' BELOW FOR LIMITATIONS FOR � � "�] g, LONG SLEEVES, N PE, � ��' � � , f i I SwAmno" LIC"Co EPARNT" I it" 11 I.' MAX � I 1 1/2 . I , , - '� � In 1 ci) 0) 1 . ­ � i � ­1 3 1 S mjr�, � - . �,,�) � 9 � il 16 To j - cl) ,��' � 0, .i I - q�, C-1 ) � I - ( -I, & to CLAIM . %1� I � PMEL W14OT11 � 4i � � 1111,141 L � = �::. _,-� * (Sri, SCHEOULI I I � U."t VXR 7 � ON SHEET �3) S 1) 4 - : ON SHITI 3) - i ! 1 - PAWL WE FEMALE 10 OR PANEL MATE ON SHEET ) A 111'1� 5- :i� 'a C1.155. i .e TO GLASS PANEL LENOTH , � ,� ; It- ,­ , , , I I ON SNiEM � � I U � I (w "M Pool � : SEE SC44EDULE 9 log - SIT ."EDULf � U It i F , � � � � j� � -1 O'1,A,s.EEKr1'c1 * I ,� L '_ 'Ia� -n .L. LE ON I � i : , ON SHEET �1) I 1 0 W4 NO . . ( (SEX XVILD U - I � - to- , '1�3- Ile PACER 11 ON slim -A- - PLUS (SEE SCHEDU11 ON SI IM I 1) . A, . 31: �Wo 1 Ad , . wcw� (SEE SCHIEDU . Z111;i; �_1'1110 I I � I— - - � . I I r r,vt SCHEDULE ON sHuct ,3) , " L_ If A, .1 E � . IL '0_ -L, L ­ _'_�' W"' .,:.I I � L. : � � ; 1/1 � �, ,,,, i. ARC. I ! I I PAN LENGTH -SHEET. 3).- ! wk.xa *I- Mo. ­ , _ ! I , i -- I . "I " L_ - . IV __ - , - 11 . .. . I : Mi,L' I �� . ?, � I I alp 71-41, *v MAX, 1. __ - I 'L -= _- - . N' - ­­ - (MA PAR FNQL (SET SCHEDULE I .1 I ESCHMILE -: I . ' _n , LEw;,HtmEt r.0 I I ___ ""�r . 0 1 : I I I wua�- 0 -I I-. 0- wn. Ill�d I I' SE I i III � -­1 -- ­­- - - ,, ­f PAN L.116111 , ,, � , . (.q I t � 1'� 1, PANEL LIENOPI rACSnj I 1 4 . L. o' .;!� , .� f i ON SHEV 31 1 (SEE SCHEDULE [ ­­ rXiSTIN � Z*W4* WOOD '- ­­ 7_111,11 ON slul .%) ; 11 - ­ ­1 � _1 ON SHEET 3) 1 1 � 10 I ; Wnz%, _§_ .P=N i ISNEL I SCHEDULE ,, SEPAW I , -0 'L I ... I , � CLASS A (SEE SCHEDULE I ­ PLATE REQUIRED ON S4W 3) � TO CIA"T ". I - ,, (i) - , O".ISTI" GLASS 1 �17 i � S _­ ! I I I ��:­j­­­ "'No"O"A SEE StHED � 11 i­ "� I _'�'�L,;� ,:- .. � � I ON SHEET �) - I - �_' ) A- "�­'�­ - ­V, " ". _. , X-Pli , -_ -I , =140 "I a- ( , t � . ......... �� � �, ­,� - 7. � 'i,, t'. = ,, � 1� �_­ ,&=;,, I ") 11 � I ...... ­ I I ,�N I � ON SwE7 561: i ;.o A I I I 1 7)- 1 1 1) 6& t ; i � � A' - - -:- ­, ". �- r-,.W �, , cn a OF ILI r`llvi�` "'�. OF Ic . 1�- ­': ... .. .. V�r­ -7 .- � % 't-- _­ � � A I I � I "T4_ �­­,�­TtA ��7_�. -el �� - , , , ... .. .. V,��r . - I A=RNATDL& 2W' -_ I .. L i P9 � < I , 777 - � - -, � - ��, I.- : - 1�k 1) 5ox . � I - - v I 1 777 " 2"', �,,�;�,,',q , �,,�,�,'o - -, . SCALE 3/8-1- 1 c 1 - ,� ot MAC j, F MAX. ., . � .., - q) I , � , - 1 : L ,�, �,',��"., I ! " � , ("i", , � I - I ­*_,�L�'�."-� I f I I A C41 41 , � `�X,:��11­1�2 : ;�, . ,-,,,�!.. � lf� , ;,:.��. � � 50% 1 7 � SEE TABLE III ON SHEET I I FOR MAX. FIANEL LENGTH$ JI: 1!1 MAX. . _� : ED ','�';�'. . 11 . BOX I _71 . _#__j , 6 I �,',,,`�­'.,.: ,�, I ' ��,. E D :,�;f;�,, OF 11-1 I MAX. A-5.0 DESIGN LOADS FOR THIS INSTALL00N. I (�)­­ f- L__ I I t, , �� �. I . "I 'I', I I I_ - i .(4 ix., : I �! Q, MAX I . I i :'Z:;"".��L"" ". ,,�� I - - I � L' -I ­ - __ I 0 t I I 11 ��� I I j 7 MAX 4 1 . L I 4t�= tf7� 1. ,, I a t2 1/2, ac � i E I Q * . , 7 I- � - I.. 0 ,e, : i E�o "L i � , � � k ... V � - '. '" " I � -, a) ­'J . 1, � � IT /y 0 IrIA" ac, � :: ;"';,� �'L _1 �c _ ". - ___ " __ 1 � 1 or IL I I, � . , ,,, �i �,�- j a : 4 , , - - - �4_� e I , , -_ , I - I f 1� = ill 11.1-1-11 . A 11 I i- �t I , r - � 1 2 112- aC 77 I] I j r7,r=A1 j j ! j , I , , I � � � �, j,;109,=q9 ­ ! I CoNcom Aw CON �', L i � �.,: I- 11 I :! A . 11 ��_.____._�," V - ­_­­ ­_­­ ­ ­­­ ... ... .. --".�-,-�-,---�.L",''----.��,.--'�'--LI IN I 1 � �� "", , ow 7 � CAM ANCHORS ','�� � 1 � �, :� � ' ' � i " -0 �Howi �$ �f dl. I , ' v a 6�/e 0.0 � 1, '�4"".S�1.1�ll.",;,�ill",�,�,,�.1,�I'lI i "I " � . � I 11 A1.111 � L" ­ 'I ,:4.,_� _­', �� , 0 � , EXISTING POURED �','�`�4'*,i�&`,Q , , HUME ON ''I, 6 . �� I � F")�W�__ r­-_---_- I 11 1L ., �� e I I ". . I I _ ­1 . '� ON ,11'X 5 1 . I I �-_ �� - � A- I __1 , � � , � , 44._� . . WOOD ANCHORS ** mm - , L . � , i ik , R - (SEE SCHEDULE ON (SEE SC - . to, � �T.�,.,- �,��,.,.____, , ",_.".. , t S LAB SI-EETS 9 THROU-1 ­ :� 43 SHEETS 0 THROUG14 , . � I-' LORD MAX.,ALUWNum ED i� - . . I ,: . I � ___ I k �, C �' ,-,. � W SPACERS 0 . � C -­­ ­" - ­ � -_ I � REQUIRED . "I - (I�! Of WALL 0 `�,�:�'�, ", I _J.. -"I � � 1;� . ,SMGERE0 W/ STUD � - --------- L- ­ . I � ! " I Fi;itr CONDPION) A 1�1 - 4 D.C. VAUD FOR I _. _�' I L, : �,, EE S HIEDOLE ON I SINNOR 14 MAY w I I/2- LONG IF.. I i I , � � , ! � : , ALL DESCH 64S NO PANEL ,4, �! I I C � - __ - __ ,7-Xs- WOOD 2-,A' WOOD PLATE , I L_ t A - L 11 "' . L . o I __­_ ­ ___T _- -� ... ­­ �__ , � EXISTING POURED COMA - � _ - -- - _ �.____ , I � 1.1�1 LENGTHS PER SHEET 3 � , t SHEET I 1) " - To - w .-, 1 11 MCK REQUIRED � . !, I #000 ANCHORS " 11 RETE BLOCK OR CONCRETE BLOCK I I" . � �, i I ) � i " RECURRED 1, ., CONCRETE ANCHORS , � ",;, �: RMUIRED. 2'W4 ­QD I *wm �; � � , , 1 MAX MEAN Am =w is A RMMCW FROM ART -, '­­__­�� � % � ;i� pim 11). - , % i III= ANCHM �� - . wo. I W­­;�­.",� _'��, 3/4" 1 " ­­ "I ,I � a - 'a . L va I . A WOOD ANCHORS T-- _� � (SEE SCHEDULE ON WE, SCHEDULE 01, -, L. _ 11 1-1 . REQUIRED _4 I' Mo, LONG ALIMINUM SPACERS a -6 �, " I : MAJAW; Min" V 00010 aw CHEOLILIC , - r I 1) SHEETS 9 ..... ­ .., E.D � 1 2 1/2- ar. (SIX MR14 01 ON PLATE REOUNIlt ^ i ", ­�-" ­'� I � I �; )� INCIETS9 k to) ,�, � � STAGGERED W/ D i ,,� i k � , 3u, � 0 � O; =M � " ­­­­.. ,,.,,,, i I � rl 04 I Li , U,n= (AxOD. MATE nwa M CA , 11) _­ __ 1, , ­ ' I , 5 t/41 044 __. 2. M11-_ - , I � �' � 'L � 11- � f ', I= SCOPEOULE C04 WK WUAWM OX401R." An Lil . �­j ­ , ­___ "' SUZ 0 AT 11'_�' . ;I. � .. - I J , �," ,� , " ,; Tt,7 , I �;, 1 " 41 I D""LL'"a" A ow "M " S , M ,,A w I ( It S BTU I t. I I I , 11 SHIEEI I I I = I , I"", 11111-111 ", -1 , ERWIC 9 A $0RAIGMIN FROO It f1r U ) I ­ . . 0 a) ,� : 'L , - , I i , I s-wo). ING BUILID-9UT MOUNTING I 1, I I 0) NONUM ASO EDISON Fraskor I I ,, I , CEILING MR Flagg MOI WALL M UNUNG /DIRECT ftNj W/SPACERS 119) OR IQ I I RATM is _ - _ 1 011 wx 2A CA" FARM LPA"" a LWU ut = � . - �L � I , L. -L- ! "I'l - U) ! 11 " Rog I . - , _ f MO 9 A IRSTRIM" FROM LWU FARM 1.0611141 ALLOWED ON ,,, ,�,L,A � (2) ANCIMM am P-44 UPKITH, -9 OUNT!Nra 4 plaggi � SCHWAL &,W it) S 3 .1 ww .M. 1 WALL M MQUHT (41 I IO' LONG PAM CWOVO,M IVIALL Be AS "I'D *0 Q EWQB, MQUINTING BU!���NG M WAIIII-AQUIMIrt III X" A N A, 2, 04111AXIATION OF I 9 LEAD SPAM . r., I � M-5 � _.a L. ' AW *04=% vi WOO 10" :00.r= 1. 1,GL0 �VAI = O;r SCALE 3/3-1* 0" FAIL I [-L,". St or FLOANA 'I ICATHMININ", SCALE 3/8 (n AIRRHAME-A (4), VAM ONLY " WIND THE , " SCALE 3/8.1' RMIA010 ow , T/0", AC 3 PO AM It 1 41, ,.� , , WHOM.% I/ "'111141011HAV I 41 �, � %. 00 . k�i�;�, .. v In N. 0 _­ . o, ,% . %�i�,;� .. ,0%� �t A, Tkj L__._..__.___..__J . - _ __ ___ - - - __ --I � 0 i N-re'' uj - - ,4eZOI� A. TIZ4 b=, & .* 1. I = Ao_ - .... ­. 1*1 .­­­ ��N,, I ��.. 0,or,Elysillv�� % FLORIDA BUILDING CODE �Nop,Hlah Voloollit, Hur cane ZOM01 KqTES1 *.11`\ycEjv$ " FLORIDA BUILDING CODE (Non High Valoc Hur cone Zone), NQv_EQR_r1QMsaTJQN.jQLsFQM; --' ` NC 44167 .' ME /I N LIL 3 * I I I FLOR11 BUILDING CODE (Mori High Veloci � Hur loan* Zone)j : wvi� ­ I . INSTALLATION ARE ONLY VALL'D FOR. MAX. A'SID 1 , 4 " To I INSTALLATION ARE ONLY VA[LID FOR MAX, A.S.0, ` % Dl PRESSURE RATING (p,sf AND I -�',. STATE OF ...A� 24 GAGE GALVANIZED STEEL STORM PAWL GMAR jy� I I-L 0� 44167 " I OM w9w, #I,- STORM PANEL III 11w, CROA0 rtwol PAL T�#- I*- 02020 TAULA W, "P. I , . , s 24 GAGE GALVANIZED STEEL N=_rA&XQWM1QhL.QE_U=4� PRESSURE RAVNO (PAJ) AND PANEL LCINGITHS I - W 44167 � 24 GAGE GALVANIZED STEEL STORM PANEL TOP k BOITIOM MOUNTINO$ CAN BE PANEL LEP40THS < � lie *. * ;w- DESIGN - * : * � *1 WON I", COMBINED 114 ANY WAY 10 SUIT ANY AS PER SCHEDULES ON SHEEI � _1 E.D. - Qr_ucum� s I . It - I /-. Alt/ireft TOP & B0170M MOUNUNGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR 1 �", . c / - I . _ ( EDGE DISTANCE itj% STATE Ok�4,� 11LIEC0411c. GLOBAI. PROTECTION PRODUCTS, LLC. or Mr. COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) -16 -P .. STATE 0 - SLOW PROTECTI[ON PRODUCTS. U.C. am * , ___ 11dEC0ITN,. GLOBAL PROTECTION PRODUCTS, LLC.- DATE: - MEMBERS 70 BE SOUTHERN PINE No 2, W/ SPECIFIC "' ­ F!7 ­_._� IL ECII)i SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE � ; , -* �'-:��, 'I",- - � N�L V.Lft WIP" 41 &Ht� z . .. . .. �._ fum � A., .1 inn? INSTALLATION, ��". " ^j -; AIM &.. . � DENSITY OF 0.% OR EOUIM_ 11, ow 5A. 0 STFW SHEETS 9 & 10) __ ft .1. PNG,*� CW CANK. CIL 33314 , At ,,AMAW rOMBINED IN ANY WAY TO SUIT ANY Iz> - - � WtAt, 2 FOR NEW WOOD ,.,�R.Ip, 40 a M. DMAL .,t, HA ­ * � � At r.. PRAI )GWIIHII� fAX: (1HAP41-47#7 20-175 FRAME CONSTRUCTION; WOOD - Ito' - SCH, 20-i75 IONJOH, ,tl� _.. - W. . 20-175 ­ - - - � - ��_ / . - 4 _0" -.1 &W-711.% F_ INSTAUATION. A, - - I 11 I Nwz. LINWO-l"s, I'm (".),149-611P I - PA .1-M.2 .C., (-) "Ir IL 111"(W)w_.T., Al , - to M.1 -4. OJIMNACT �L_ MEMBERS 70 BE SOUTHERN PINE No 2, W/ SPECIFIC � rW/ %17�___ ZM UPAINK w, - _1 - I AAR P. A...A. - 01A."Art; kl� < Z '. g !-.! ;RIRRwrA I- C. ,4 w^1�Tc%ATv"X/QAM =� "LUT - Am � OP T4 _j w##III;wA*x�sX%vt�RC1DAry A GENSI1Y OF' M55 OR EOUAL. 611E I . -_ , - PIC �0"7 .--- - - - - _ _� ...... -, ­.. ­ - __ 11; , 1, " t'ti* 1,.v -i I 'N "", , I =�_ ___ ---�.,--�.----�----.-.------,,.-�",-- ---,-.. rolkiw �Vnl` - - I � . I I -1- ­­­ �--.-.------,�.-.--.-----�-,---�,---�-.- , - , I I W. fk , I 11 E . I I . . I I - - I I 0- I SHEET NO. - - I IS H 1.3 I CONCRETE BLQQK OR WOOD $TRUCTURES: VALIQ FOR REGULAR, LIFE SAFETY & E-Z� HANG STORM PANEL M SYSTEMS i�. l 1. ^ �I It �. , ti f �^j=Qp OR BLOCK 0A � bw'OOOP URINE z 1/2 ', Y' x 3' f. ,Og]' 310! N-14 LOP , 01763-In NASn CONr KUR. ,.'. .WOLF WITH T/4Y , 1 S/4' _._i TAKON O 12' O.G. POURED CONCRETE. Co NCNEif•: -., B A •,4" LDGK n z WobD F1aME R aIARED E .\' h') POIMED COWER • '% a 1 ErS. - 1 ,!t^y J 2'A4' WO $LOCR 6R / �" a514' wP FRAME (� l.yt -1: Wi ?.±\ t/4`r 4' 13/ ' TANCp1 2 1 a x O 1 D.C.. ,' t; AWC1taR l .. OR Mn„. - I" 14 ,1 '"'•� } A i." E�:' /Y''^ Y . . t '' cur, vlMEt- -� r a• ,r1S k Tlu w rz' rs 0 fl[rK RE0 -, l , a V 4 t vh, ,, f d. " N. h °P d N E VARR 5 M k t IW+ri 1'W 4 r A6 ' RL RNA,E tCIrJf1I61Y TE 5t0 a• s In '2• , O66" rAiil'r. "' /` 14 I / ,/' `1 .A� � \ I" 1 1 to " ._,.,.: , T l , a I aP s'L w:>jS .. ,A F. •t 1 L d w,,. py��', N..: 'R 4' 1 " 1 .. 'r RArr A 1 1' t a. r VII aR ALGA ANGLE r :1W0 3 6 Ht64 w u DENT' M4Tu u Iw. ,_. !4 EEI P IA,T _ W CONCRETE, Ta ULOCK 'R 'W ODMCR4 La 'v4' D rFtµ N CA 'LNL x VK)D E ' REGUIRED S1M H ... sO6a 1$ ALLOY i M w.:/' /,, I., 2' « l 4°F: I". ✓ PONT, AUAI, AHrAA r"?"1 ,," Mb,. +,, ,. .. „� ,. Mpa. OAP II4' 4 BOLT_' , A' :TOTE" • 12. O.C.YIM+NT M 8063-fd ALLW /LATE ti,J7 Cm,4 AU. . ANGLE W 4 CA A CASE S_ PLANT CASE C �PLAN� CASE D (PLAN' SCALE 1/4'-t' SCALE 1/4's1' SOLE 1/1'-1' SCALE 1/4'.1" {MIW PANEL OVERLAP BEYOND - '.' I �. r l< _ (,.,.. POURED COIM;RETS', 8 GOH* wo BUGGY(tR" WAPITI REAL• tIp4FF h: "6' fAxi _`3 4 1 DR '� �` �' SR10-SFr OR 4LLW-1M FAR ELCO PAMF.tMAE 1 T EM1LE O AWO PQURBD OoYtORET' ONM A E. RC B SEE EW: 80 TOM OR +WE1.MA) N {{ CONCR[]C RIDCM p�tg P Evia OR x14" w00h SI#S 0/ OFFING SEAIEEAdIE 0N' S{IFElF 9, Y7UtIE f1E0U9YE0 AS AP1+tM4BFE rO & 11) " , PPqq OPaNiN4'WIdTYi) URED W ED RE,nt1NIC17 E '1 G )' t J; d 4 d„ '. c. %^" 4 +\- ': TAw,rGidALal,aMrA.t La Ep •; ::' ODMORETE. A 1',4' I BLOCK GR 2`r4' Wlwn, nPAAt,. REYAIYRELI „d Sr�,15 ." e u ry R . _k E a ,;S :�iv M^`'J'?'.." {' ,:r N , 1 w` jl..._,.. //� If�y /may -4 ORCk ,}cM Mil :arvl^kb'v i VARES {,/" Mm 1 .1..!/ ,., `+C" ,... y "''"...:...,.,/ , -, RN7 W//'' ANCHTUR&D FRCW7 ,,NN a...+"REM PCAt" iLµtX,3 PAt#ALL13,,' TO IL"A" Cut END P WALL ANEL) t RG % ,. 8o'; DISTANCE *� 11 7 r `v -1... I Y �r:�w•..,w E \ ,, 1 Tra•T �� ..(� p f. — ; —' ---_ =9&& �. ..:J K' a�aa,L00i,1140, N/A� ",t 0,,P by CASE G SCALE (PLAN) 1f4"-i' J '���/ ,o✓lttu°M# r ua - I 1• iP Q�': ""••'�••'' ✓ � VALID FOR DIRECT MOUNT INSTALLATION ONLY & .__.__,f a rc - V,LCENSF .'•:9= CERTIFIED PANEL INSTALLATION AT WALLS W/ " = = No, 44167 SURFACE LEVEL VARLATIOHS WITHIN 3/4" i k IfFLORIDA :'R � iLOR DA High Velocity HurriaanZone) BUILDING CODE No N V a SA E {PLANT C S ��PLAN1 i� cawR latwa Wa 24 GAGE GALVANIZED STEEL STORM PANEL SCALE, 1/4'-I" _ SCALE 1/4•.1• yr F 9d,t '•. .(n{jl(iP' ••� h.""CII DROFA WN B YC7/1�w02P - - `� t �-F'/�►,-/"y,--e �y� EYA� �M.•E�+ Irk k GLOBAL PROTECTION PRODUCTS, 44'C. .......,_i1"} ,III IF ''. EY''/•x,)J'Hkr^ ;r. :IEEE to M EEC. M a MIa >. R. ,ypAL N xN F","�i,'r (.0;-' iMP.Tw: R,•°IAW ,WO R.W. It sIPLLT ]MAW. n_ S3It, 24-, 75 PIWIrE1 t9M'et.'76'W, FAT: (94A)Mwr-WILE P,C BBAL/7tWWrltiln{IOA/E P:l1YAn11FNgMF CA^^OOpY71q 'W; ,TER A. Al/'.r Rw; "ORNMNO NM :., t,..„ I ... �.:.:.. .._., •......._, nRO4i"d'M111 MAXIMUM A.S.D. DESIGN PRESSURE UJINQ (g.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACiNQ (VALID ONLY FOR PANEL IDINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. LSC.' MAXIMUM ANCHORS SPACING FOR GD- As ON swEEYs6&7 APPLICABLE GV 10 ALTEAIPRESSURE µM EL TAPDON LAO SCRBW ANIELMAVEP PFEMAi ELMATE WOOD BUSHING RATING CDM& qW LENGTH 1« tn.•:r.) q RIH of THEM N. ( ) ,3" ,3" 13` t3' 1w OOP) 13, '� s' s �11J' s t 3 1W BOiTHaI ( ) -" a 1/x' 1` 6 2 1 -- 6 - r / �' 1- a /2 e 1 z / (TOP) 7 _z a I/4 ___ -- 1/2' 6 1/4• (807T) sa- _ _— 1. „T2 B 6' R ) 6 6 a' a 3w (BmT1A0 I tl' 's t J 73" 48. ._ _ 13 13" � �.. Y3" , _ a _.., 3 .._{TIN) ..-.. ) OR LESS 1 3 /s is 1 3 _ e t p` / ._. W (W3P) 13 t3 - 1 3 13 a' 1w_ (BOTTOM) ) „6 1/2. ry- 6 I/7" - M1 t/2 8 t/2' _ b 1/7* ITOP)�. tl 1 4 f/ 1/2, 17' 6 1 4 YI:" lBa ) >5'-0" 4 1/2 4 ,a,..�, W. .. d i 2 / ItPP} 10 14'-4"' 4.. r2 x "^"" 3W BOTTOM ... A /a.Yf­ t t D x.' 1/ ."12 r. 2 $ W.. tTDP ) IL- _raw..,». , T3"., __ ---... ... t3' ._ .._ 6 / (DC17T7"f0wd) " SEE TABLE M1 FOR MAX. A.S.D.. OE5)ON LUAUS & NWX, ORIEL LENGTHS WHEN SPACER IS 1. USED, CORRESPONDING ONLY TO ALTERNATE 2W1 ON SHEET 6 0 rxw, G PGu p6 F CA CONm, OR CONCRETEBLOCK REQUIRED. r. M:� �D' INIG PRESSURE (p.:l.) M I R SHOWN ON SHEETS 6&.7 MUYIMU ANCHORS SPACING FOR ETD. R' A5 APPLX:ABLE' ',M1 TEF"" 0Fg HEM" �'. LETN)E41 (N.) TAPCON LA=G SCREW PANELMMTE. FEMALE ID PANELM'1•TE PLUS WOOD BUSHING 1J' 13` I3, '13"' 13i 1W 1 S'T 73 �13 - 1 3 8 Hw (EQTI'ari = 6 2 $1 x 61x ate 6 x / (10P) - i 1/2 6 f/4 B 12 1/2 I .-. G 1/4` 1W (gOTT.•) ,,�_, (TOP! 5'-O OR_ LASS 7• _. !W SOf10M ( ) _. 7 1 a' / a e a Is, IS I3 13" (TOP) 13 »•46 -46 Tp + S -75 7. __ ._ r3` _ _ 1 a _ 13 i3 13' 4w _._,__ BOTTOM ) } 3" t 3 is Y3 t0 w (TOP) -8D Ir e . w HEAD _ $ T/2 6 i/2 I/2 a ,j2 a 1/2 (TOP) _.1S .$Yl4.17I/2 64 / 61 % aW (:80TT ) 5. 0. a'.. 4 ;?" S'. t 11 2 / -• 7 i✓2 B a If1 A _. .• 3W (1aF) -- 3W 1. 7 fIF77TP 10 i,:_6'• µ- i a b 1•-_�L --.m-), 1s, 13` 13' , 3" In, AW (SCITOMI DESIGN _T____, - ___._- . _ _ .._,--. SPAC IS SEE TABLE i FOR MAX.. A.S,D. 1rtS GN L1k41)S &MAX, PANEL, LENGTHS WHEN M 1 NO TO ALTERNATE ON SHEET 6 USED CORRESPONDING ONLY NTERNA 2VP i l TABLE it A A.S,D. OEM LOAD P MAXIMLEMON 40 PSF OR LESS W-6` > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF : $'-)0' ID MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ALE 1D,OR PANEL. MATE PLUS ANCHORS & W/ (1 Sp' 1 NF,A2 1/2" D.C. INSTALLATION DETAILS INTO POURED GONCREIE FOR LIE SAFETY PANEL tD OR ONCREIC MOO, STRUCTURES 1/4-R TAPC(XY ,._ 7p511N0 POURED µCNOR O R OC NCRETE OA CANCRE7E. BLOCK Wi0U1RE0. EUVANG POURED ,_...,�NCRITE OR 'BLOCK RECURRED,; ICONCRETE ✓. 1 fI 1 Iy Ai NL Wdt4M " ) 1. tt� w'7-e"1 PANEL U NCrH ,r 41 (SEE CLEVA110N I ON SHEET W (D I/7 0 - I 41a1SE JQN IL t 4'•A PANCLMATE ld ANCHOR O 12 1I2' O,C, slit OIEEIS 16 k 16 NaCHOR9 TYPE 4 SwAO" FOR IM P,UA?VW INTO WM FNAME DUY,DWMG 01NOWL A AR.A SPA1NR78 MO Mecksw MA OIBTARCE ARE RKgCATED ON 11406 SCHIRAE, FOR LP LESS THAN HPICATED oR SCHEDULE REWCE' ANCHOR SPAOMP $Y 'FftYMC SPACMG 310" ON SCHEDULE. BY THE r uosw rACTOR2. FOR THIS OPERATION TO BE nlssom IRMCRR7 ONTARIE) bISM FACTIIR SHFU NOT K LESS TAM! WNWUY SWCNIa INIIWJIYb FOR FACiw ANCNOP LESS T W & TYPE oN 7mW sl u AwIdIaR i1K r✓#'w IMAM ,/4 r vImi III" A 040 nVA[Ri9 3 2 �4rNMlM TOR 191ne,M tA,J l 7 4NIAFAr11A1 OwrM, 8" 0Lf AGRBI BDEe 6mato[ IRA) Nam 13a t/Y. aM, 31 ' Y Ot18TMC IN3UpE0;' E D. CONCRETE OR CONCRETE BLOCK RE(WRED. _Y ...«ri) I' II ', 1G I tyo Ov) "L" MAX. -i O" PANEL LENGTH (SEE U041'ION ON SHEET 12) I Li) O 1.1 ;.,I., .r ,1 4"r P A 1 AWELM / ,Pq,AWA ANCHOR"(BEYDNDjMEL awn"SCALE 318.t* CODE Ht FOR REQUILAR STORM PANEL CII INSTALtA[IS7NS- INTO ON REIE A CONCR Villa M (VAUD ONLY FOR PANIELO INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 & 5) MAX.III A.S.O. Ml4XIMUM ANCHORS SPACING MR M61 EP. PER SL21ED7)LC BELOW :1PPLIOADIL 10 MA,OMUM MAX. A.S.O. MAXIMUM ANCHORS SPACING FOR WIN E.D. PER .SCHF3IILE BEfAYr APPL,CA&.0 To SECTIONS MA%ILIUM DESIGN SURE PRESNG PANIC. LErR."'iH DESIGN PRESSURE k PAW- tENGTH TMCON SOLID -SET PANF3AIA0 PLUS 2AAAC-NAIUN CALK -IN TAPCON SOLID -SET P/V1EIlMTE FEMALE 10 PµE1W PLIES aAVAC-NAIUN CALK -IN (P'Y'f') & or THEM(11,) (P,S,T,) (A) N ik pON [Eli ak t0 OONOMMII 70 To 10 Tp MN t1E CgRaR7EW 10 C TKMt 13- tr 13' tl 13' 13' IJY - 13' Ia` IT 13` 13' 1 (TOP) Ir 133, 13• - 13' 13• 13'- Ir 13" - Ir - 13 13, II ,/2 I'(top) lY 17' TS" 13' 13'"^ i3' - r3" J /J 3 a I (BOTTOM) ( ) uM 13"_ 13' 73`-• 7J"- 3 3 r ID" -,3" 3 1 I _ 11 T Ix I BCTTf)M ) _ t3' 13' .-Ili`" ,13'•.�13'^ t.3' 13' 13" /x R 1 r _ 7S' ,J' ^13""•.- 1S" H3"� �tA' t �.. a 13` '.-13' t a , 3 x TOP ( ) 13• Na 13 s to vi; ,, 13 a A3 ,a 1 3 1" J t '! ,J 1 3 rx Ts Y 3 " ,, 3 ,3` 3' T" 3 ` t 3 __ 3 , 1 B07TL1Mi ( ) 3'OF) r ) 43 3 s3 1 3 is" 1� 3 i3• sa Y 3 r Y t 3 1w , / R 2 fAYmaM C ) b'-B^ 1 '3' _ 1 1. 13 t S _ 1 "' S ," 3 1 3 , "-.•. a 1 3 9 i , ," '11 i 2 ✓ a (TOP) - IR 2 =, , 2 z 6, 4 6 1 4 r I 52 1 2 / 1 a 1 2 ✓ ' 6 1 4 ✓ 6 1 / A - a Rt,i a DR Y' x 2 r I is x / $ 1 4 / et f 4 _ 2 7 'T / 1 xY 2" r 614 / dl# I 3 (OPI'tOW OR 1. _ _ ! 4 Lags: X x B B' i- . 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STE MIM 11 FOR ANOpRa TYPE k SPArft FDA IISIFIAAA(tot FNTO 'WOOD FRAME' 1XIld':a ARS N. T M R EO ELIDE A14CC :ARE: AR {NIB sCIWOYL:E fQ MMMUM DIL4IBD a' AND ED ON HO LESS 1 INDICATED ON 9DHFbUU: RFTA7CE ARCNOI SYACNp aY MU47,PLYwxY, Sr440RM1 gYGMN GN LTA BCHENCL Of TOE 1`01100 4 FACTORS r NO 06TAIA4 %AN% rACTOR r44MA NOT SW LUS HIA tlNPUW SM eE 04 TRUE, RCDUC6D SNC O T1tVd MRYWUM pPACNp A4WYMTEb ,OR EACH ANCHOR TYPE. ON IN% SCMEDIAE. ,I4 r II4`/ 1/4 R II4•# ,/4: ANCHOR ""PE xwr ow :an 6v _ 0 �""� IFLIA, - , iMMc-tiMw „+/!"1,_-. rAut-W ---- MINIMUM ANCHOR SPACING (I.,) 3 3 2 a 2. 1/1' 1 t112 AI6/1MINWN 6AI _, ;"__ 3 t/2• 3' 3 A 1n' 1'11`7„ 3 DNfANQ W.0.) tld01 3 3 f/Y -• 3 ,n' A 1/1 J , ACR91L an 06TAa10E FACTOR. n P as 3 ,/r an om - _- DSR _ .., c _. a4o .. iii t L .su on '4 SPACM ONLY VALID WHEN SPACER IS IYSED. SEE I LE 11 FOR MAX. A.S.D. DESIGN LOAM & MIX.' PANEL L€TI J WHEN SPACER f5 USED, ' a "O, MON ]LOAD In .w- MAXIMUM PANEL. LEY^tM 40 PSF OR LESS' $'-6` > 40 PSF TO 50 IPSF W-2" > 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ON VAUD FOR INSTALLATIONS W/ SPUD SET ANCHORS & W/ " SPACER AT 12 1/2" D.C. .. ,_.-_....-,ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14, 15 4CI6�--_- _.-._ ..-_..___.___-,_ 13, MAX. R-,A/13. R-2A/15, R-3A/14. R-1B/13, R-29/1& R-39/14, D,M,,�, ri -WN R-JAW/T5, R-2AW/15. R-3AW/16, R-T6W/15. R--2BW/15, R-30W/16, c►Qro U'. Q 0c'i �' I, _ .�,.. -� - I"''+iIil,'"""�,� y I I i q T1 I �] IY 9 i I S MAX. 1 ' M1eN.� 1 L/2 I I ? I 1/IUSE FOR AN BOLTS TtieH,/,{' i ; f Y" II /-., r (USE FOR PANEL,. LENGTH �\ T j MAX_ (T) ' f: OVER T-6') .. I (1) I PANEL LENGTH I l e'-e' O +4oA -4oA n f. ''�' R% 'I. REGULµ SY"ORN PANEt P REGULAR STORM PANEL I W OYEfiM MO PANEL IEFIOT,I ROL . : � _ __ I _ (/ I F B O 60 D. -54:0 I P f D AN w U E SA E,Y 5T RM EL , I� 0 OVERLAP MID PANEL Y334GTN SDI. i (W/ T) " I A : i A USE V-6' MIN. PANEL LENGTH ,I r '' " 1 4' 1-20.1,: . � ✓ 1 1! 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A.,.... -__-___._,.__ 1....-,." ..._._. _.. __ .._,_.ANCNORS (SEE SECNONS & ALTERNATIVES ON SHEETS 13. 14, 15 &,6)._...._ ...... .. _._.... . -.._. -1 l/4- Math, GAP LIFE SAFETY STORM.,._PANEL (1) ELEYA—TIQN (t) I.- SrALE , /4 , ry REGULAR 1 Bdi REGULAR STORM PANEL ( Q rNy 1 eY'nt.0. VALLLlj yY01 ""NM,!Ia, y Pv „t' r STORM PANEL T P r t :Iyar. a I+1 c... .__ I.. __. uurGAP:V � , rF,,, , ,�1 'f 4WC� ;. ,,I 11 LIFE' SAFFIY PANEL. �"M SECTION ""A SCALE 1/4".I' .0 * 5*„ 'y, 0E{IpR '�(L�'o1olaltaa t,A Sl .,"iw a I I ,�,�'/ ��'��t/'�.6 ' (" �--a Pt. W SDIL Y3uaEI0A FLORIDA �WwY.F..WWNRt i 1 L 1 E:W` o T Esc : IL T a r FM.: Mm) 01-Ilan ,° I,IM 4N_,yL tw r,r,Y, aRwwi'."4i.,. rA-00719 RATER A UCLA 4'. P. .BUILDING' CODE Non High Vk1oaH. Ilurrtcon6 Zone 24 GAGE GALVANII"ED STEEL STORM PANEL 'w, - GLOBAL PROTECTION PRODUCT'S, I.I. `. ON I.W. 6I FIRM a4Mc n sut, ANONE, (.Aft 7Me. YAK: 6.)MM-M, B7 2'� "ED 20-1 Z5 DI1•ALRO N,: RO ,,7_,a BRIT q IX le ___ _ NIAL ° .I X)'(:,; 5? QER INTO 1 WEE SAEErC,FA1fJ,ff) b T U WOOD 5 � �L� , iY Ir 11 I _ _.. HEADER -. :, ._ -RW' IRED WOOD HEADER _RppUIRED W!?0 HEADER -iil- RT:,OWRFO 191 WtpOp ER I ',REWIRED �� ,, I'll p r L T ' ,,, ­. -. I - } `; iF 1//4"r TAPCTM - AT7Ck10R O 9. O.0 '. I '� �/ 4'r TAPCON �FNCNOR O B* O,C. II _ ,//4-6 TATO I I;; II( ANCHOR O B' D.C. t1 7 4'r TAPCOFI I{.,��. .`. -GtOR O B' O.C, '� mmf �1I I� yl I' 'I { i +II 1r �!/4. // w I t/2 «.�._ t1 4' .1 :, MAX i 'I'll.-.. /a• 11✓4. f :t tIY' :, x 7-,�, i 1 )AP3 I :. _ ,— NA%_. ,........ 4 "Ii;1, ,WAX..:. 1 '; i,:4r: rl IAln 1e ,SLIT ,t r I "!v II f '� '' NN. CJ� I ° I � � �MM.:'I t 1 I V , I.. -- : �� pp .,4,A.YIr,• I w I --_,. 1 L�-J'� � II E%75TIT,11 ,� ^ // , I :, . ,. rx,/4, �.;,. M,s: nattn W� 1 yWAAfF�d {� M ., .,., M FAi s]RNP" I ,. EX16DN„{# Y 4'Yr"NRr1' b7LT9: ti I j �Y AA I", >u✓+A.:. 6'3 11&.lA W ,' GLASS g­ Ir .., I1. ;. 1 A, 1'A O~ E%C49YHI'„ ` ` YA ,' •' Ytll WANT .. ,� °,I Mi1ORY DAn f t17 .1-1. A k � V t.. y... i C4A45 i :. ::. .• ," ::: i . w I{ � � II A:" EXk571 N, UA°1�Y�!') � !Y H . � OU35�"Yl .I. ;" 1 ,: ' " 4 pp t 1 Y., 1^ d �, a 1 f I 'L' I t' w_ I g ._. ,,�,: •. . , .......... .. _ a. L.._ .. PANEL. YLTIGIN n ... -z 7 7... ... ., ..._. _, . ... 'Y' Mn4. 4 _-, ..- PANEL kM,EN6rN n MA ::,: ..-.:.I -..... b" 1 1� - :.._:,., T t PANEL WIFNGTH 1I R /, „, 1..::. ELEVATION I ,:T.. :� ELEVATION (SEE EL P _.Vr. ,. ,.. ON 6NRT' 12) �I .,.-,.,..._ _........:....... , PANEL LfnNGTN .. SE {SEE ELEVATRM' {SEE CLEVATION a I ' ON SHEET 12) .. _..,..,_ _ -, yy , R , I(SEE I ON SHEET t.x). 0 I 11 1 sAn.} SHEET 1x) 1 Cl) ; j"^SE.PARABDN. -_... p_. � .., .. 1 .,O N t` Mtn. ',L: ; .._(3 : D-- St; ARATM)N 7 NR 70 GLASS. ,-.1 +. . 1 .....T3" ;' ,,. 1Y`1 ....r�.,,_ g I. MPI. (D it TO GLASS. 1 L/2 1 *- -SEPARATION— ems. N I 1*� j�� a r 7 7 �a1 Y I _ �, To j _ _ I ' d" ; +`� - � , y2 I _ , _ _ it. Ea.',. ,_ - q - - .L•'r I • ,E IT . E4. ,1; _,. ,_... " L r✓ I e q,p•. I 4r ... _-_.._ , a 1I j" '' n. E�, , q.... II 0 ..; � i L- .. E5, .. , +...: I ,. ,... a. Y „ :: _. .... - t I it'. RIM. _.1 ._,....,__.H._ ._.1 .. • I * 4 4 c Att WQPP MI , '", P , j �4 t. , /-it2. .• 1 u•4.x F «' °-I Nt . 1 I 7, ,i )I 1 ." I / +4'4 'YAPCON i..: .. 1 4'R T N / , REQUIRED e 6 :; I ;; l�` e ,1 1 ,, t '�' '4 : 1 I q'A Y ON' ^ 4" u APG 'j ✓ OP4 Y. .rr , n 4 I / 1 t I, 1; µCHOR W:B" O.C.: I.-,. �! t �II+1NCHOR STAgottim W/ STUD � '+b'�8' O.C.' SIAGOERaD W/ STUD ,,1, 1 i I,j, AMCHTJR 11 ",: I : , :. ( O'9" 0,(".'. PLATE REQUIRED !. :] i V:1.,,...f .. '.c._),/4`R TAPOON ANCrYOR O R"''OC: r, 6 ',':. iJ + I .'- WOOD ¢ �> ,,.: -LATE x"A4'I WOCYIt i I ', I 11 II YI�{� y ---..,. I, .. .:,:. r ., » ..:3-.., _,._, 6i-f',.PLATE ,", I . „ ,..°; .,, !.� ,.:: ,, �'„ REGpiIRGO. REOyIREO :. . �..,.: I. �. � C �j ,,.. vim � O ZIZ��h�J►IF f'C WALL MiOIJHNGS SCALP 3/8-1' L R R FAN I Stto"41ww w WALL ..'MM(Ca A. T+C(lW,.�ka0 � NOUNS SCALE 3/d•1, , f EL Noln, A .• EN •�T t� 9 44167 FLORIDA BUILDING CODE Non High Y61ocC Nu YleanR Zone +miwlo 1M.ROQ rlc r1. 4 GAGE GA Y NL STEEL STORM. PAN 2 L A ZED EL 1, INSTAt.LA770N ME ONLY VALID FOR A,S.D. bE51CN 0 ;, , 6r RArI PANEL PRESSURE.. N05 .e.T AND A } SHEET EL LENCTIIS A5 � * .'- - �% >�C09wc, m /n4 GLOBAL PROTECTION PRODUCTS, LLC. OILS PER ELEVATION ON 12. 2. FOR NEW WOOD 'FRAME CONSTRUCTION: WOOD MENDERS TO RE SOUTHERN PINE Na 2, W SPECIFIC / sqq 5TAtEI? ""�- 59�t.. PZ L�q -"'°" ' ;L�,,•, y _ AP DR ,' : w - rI, W. xr,'AIroW:r wNewa 40M 0,',Wi1b4a7a�i,'rr maw 20-175 DENSITY OF 0,55 OR EQUAL. , ' „'� ,1, -'•-`""" : 2wlR+7•IYan : Tw+F W,r*TROT •+.M w-"1i.4..,. a-9aO47/M A,'la1Tc+ t,M,>eRP_n 0. FAY; tesl)66e-$7B7 Rr PRMA7i4 No: AIsf1T4t' .1M IIAttA@EIDA,t 'TER A sMM1tI Y„ ee'. as a7-I $I= it or Id (VALID ONLY FOR PANEL (1QINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 3) MAX. A.SA, MtA%DIWA ANCHORS Sw,tmC FtIR MIN Co. PER SC/4.7)tA.E BELOW APPUrA,81.E NAX114UM MAXDESIGN . RSA, MAXIMUM! ANCHORS SPACING i011 MIN E.D. PER SGI1EUUlF BELOW TAPPLICABLC wAA%IMUYA .PRESSURE rnom k 1 NC1N PRESSURE PlD1G1H TAP'CON SOLID -SET P °ID PI:1� aAMAC'-NNUN CNJt-JAL 7APCON S011a^SE( iE1dLE ID. P PLUS x' '1C'WVLNI C1Uf-IN & (N,wT}N c 1 OF THEM %, 1!L) RATING {p.tF) cuM®wlTlow tir THEM (n.) m MWCRME oaK aETo 70 m1a1E,a! o IAFd10Y.'W mlwlEv. to 10 aplla®t ro m la ppMMa,[ ,a !3' I1' 93' 13' it tr 13` 13' 13' 12' 13' Io, I to ) 13' S' i3' 10 1f2" 13' 6 1/'1` - 13• 6 1/2' 7 1/2• S 1/2" 13' 4 1 2' 1 Op _ t3" tl" Lr 13' 19' Ir 73" ,3' IS` 1x' IS' i0' '7 BTaTTOM) _ tY 6 I/2' 13' tr 13' B'_ 13- 9' 10' 7 1/P" -,a' t 6 t 19aTTQF1. ( J 17`«"' ff" IS' 10 )l2' 13` 6i/2' 6 I/2" 7 IIR' 6 ,/2" ,3' 1 I/Y. x (TQP) I,.1, _ _ ,3 13 13' ,! 3 a • . 1 -- t "� O' :2 �' s 1 3 i 7 _ a tS" r3 -- 1 3 3 9 i / _13' i3 }3 e 1 / 2" /d 1P { / 2' /1 7 11. / 7 1 f Ia 6 r a / R ,JM' (OM 4R".• ) S C1aP?�. 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B 14' ttl 1 2' B , 1' • ' 12 1 Y 10 I/1" 6 , 4' 11 I/Y 0;. �t3'. 6 1/4' 7" 6 ,/4` 3 ((OI") S (BOTTOM} T06 7` Ir xx 1/1. 13 11 1/2" U" 6 1/4' B t/2 6 II4' 1a Ix ,/a" B +/I' 6 II4' ,b ,/a' 7 ,/x' ir. 3 (TAP) '1a 6 t/4' 6 1/4' 3 (BOTTOM) 7 ,/2' 3 1/2' 1 2"11 B' b• 11/Y 4' $' 4 1/2" 5" 3 1/2` �7' 3' 4 (TOP) O -0 '7" _!"_ l• S i/2` 7' ] i/2' 6` 1^ 4 1/2' 3' 6 1/2 1/2' 4 {7aP) 7 -6 g- b• b^ $• 6^ 8. ) - A (BOTTOM) B" 6 1/2' - e' - 6 _ 5 ,/2' - Y - 4 (aamoM) t3' 6 ,/x' 13 ,3' 13' B' il" B' 10• 7 /x 3 R ) I a' 7 t 2' / 13' 13' l3' 0 1 , /x f3 7 1 a 0 f It 7' 2' / al 13" 7" B ) (TT%' t ) P 7 .S 13' ...i 1 3 1 • S B 1 /a IS B I • / 2 10 1 / 2 7 1 Y / t J Ju, BOTTOM S_) I 3 i7 2' / 1 r , 3 I 3 1a , z / 13 a t fa t i / 2 6 u" r F` SO M) { 1 a 'T 1 2 / 1 , a 93 13 tl i 2' / J'I' S 0_ a..._ 1 x / I l a 1 % a _ Ir 7' 6 OP Cr ) 1--a'a 1 J 3 ,3" p / a 13 eta" f 7 x / 6! I2 _ 1 3• 4 (TOP) -- 6 Eli' a 1.4E a'i A' a 1. 4' B T 4" 6, 4 6 d II4`:e 7/4' d ,/4' tl 14' _ _ tl 1/4" $ Gott, BEE SHECT I1 FOR ANCHOW TYPE A SPAC#1O FOR WSTALLMOO "TO � WOOD 1RMAE BUItaWaS.. IN FOR F n, ANCHOR WPAOINDMS MMAIAA tA41t wtn 'INbICk" TER WAS SCHEDULE INE 01D SPACING wY9s TYIAM rMRCAiW ON 4C1RwW.E REDIACE ANOYR7R SFAl2Na er MLILBIN,YINO 71PAC1w14 GNOR14 ON Lal TH SCMEDULx NY TW iDLLt7451M fAC7Ow5: FOR ,745 PPERATY#r TO BE F4p3S16L8 REO11C10 3PwCR,, r t"Em RACraR NHALt NDT !E LESS It" ,WAMUW 4 w.wo, 9iOICA7Ep FOR wi ANCHCI t'4•, 0 10111, DN Ti11A C.T'IDR 1/i1 1✓4'r 1✓4 M I/4�N �._ if.iN 1NIOW sr4At+,sT _iiiiiiIjiW1 .._7/4 IAYFO-WHEN GU'-N MINIMUM ANCHOR SPACNG (in,} 3 3 2 3 1 ,/a• 9. ,n MINM/AIMfa6/ tin) 3 33 ,/I' J' •_• S -•- ­3 1/3' •" 9 ._.` _ RRµr =' w BEG( O+ 3 3 1n• 3 it ' ; In j Ilp� AC11YL 04 ou F.O. FACTOR /Y .. N1D _ - - - 11/1 Ae, #t3 -,_ ate... .-,. _ - 11 3 1. .. _ : ILEA 9.W - 'm _.., t i +1 SPACINGS ONLY VAd,0 WHEN SPACER IS U3ED" SEE f 1 FOR MA'. AS( AS.O. DESIGN LOADS & rNN%, PANEL WHET) SPACER USED, I/4'e TAPCON EXP5TINC POURED ANCHOR O 8 O.C. I CONCRETE OR F�l RE IBM BLOCK 1/4'e TAW ANCHOR O t ✓r-2o�Ft',, �b4Btl"sp , CLASS uy ORE OR PNW p CRY i tFNIN -dry I 1 1 Mw. PANEL LENGTH t`. Al SEE ELEVATION ON SHEET 12) a { f: 0 , i R ':1 "A f4" . ap i -,� ` '• L/,CHCAV P' Q.C. EXrra rO POUR® CONCRETE OR CONCRETE BLOCK REWIREO- Nos SCALE 3 8.1" AS.D• OEBt4Hi TOAD 1MVITvrE- 40 PSF OR LESS B'MB' > 40 PSF TO 50 PSF 6'-2" > 30 PSF TO 60 PSF 5"-10• A MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOUD SET ANCHORS & W/ " SPACER AT 12 1/2" O.C. BUILDING M•TAI,� A�,, FOR LIFE SAFETY PANEL C1') 1!`l; O I TOURED CONCRETE QR CONCRETE BLOCK STRUCTURES ..,.i3ONG'RETE ��XXISnNG P0URE0 OR i/4'W TAPCON.- O �(13TNG POURED DC V CONCRETE BLOCK ACQUIRED, ANCHOR w" O.0 r x ' CONCRETE OR CONCRETE BLOCK _,. 1t1IF "'? Jf•RE4U7REi?, I I I C2) l" MIA%, PANEL 1EN0TH SEE LlxvntuxN ON 511EEi 1 a AO . _ t ._,.,_,_, _,..1 ��,1/4'A TAPCON� ANCHOR O R' DC, E%ISDiNO POURED CONCRETE 0R __ -CCINU ICLE BLOCK REWRED. *. 1d FOR ANCHORS SEC 6HRLTS 16 S 4NOFIDR Tm I/1"4 ... ..._ _.-„. .,�, DTP€ & b 14 FY)R MYa7ALWORS INTO NFOO, WOOD rRANB BUILDINGS: M ANCHOR $WO Oa AND MINIMUM _ NWM1kM ANCIAOR SW404 (W3 3 EDfAWCE ARE 7NDICAIEO ON INN AyA,M„Ry ''DurvY.r4,r Orv,Y �. ��"' W. SCREaUIE. FOR IEO. LESS 71" INOrCAm ON b'CHEIRLE Mto ANCHOR SPACMO anI ,,,, ,41;, pmeM m,) -'r�..a W 1.100E YWC VAPNO SHOWN ON A4ALY6. i—w CIBWIx ELKTWR SCHEDULE BY T11E r'DUOWBI6 FACTORS FOR TITS OPMNA7YDIR Ta 8E MYs518LE , 1 O3n REOLIC10 SPACINO OBTAINED USWS FACTOR STYALL HOT BE LESS Twa __ .i ._. . ,- _...... 2 I -___.__-_ . _. , -.. ,,. ,F .. MINIMUM SPACMO INDCATEO TOR EACH !+ pA0 IN0000 TYPE ON BASS sclirmr _- ..._.-. -.. .-._..____-..._._._, J1y' 1/4'6 TAP( ANCHOR 0 r ., i + r rr �,Ya 1 I ' I [-1-11'', rn I P n t u eX 2wr x15RNG POURED CREre OR CONCRETE 9Lt R REOUMED. II - r B/'S 7, FY Ls Tars • (t6 CtAS& Q-11 1 N 7A : Ol/LS5 LL ~^•^". - 1 --" At U oJERii,}'" .:::.:: ... -C , I YRRAM� r 6T n it OW I iU r-- ) l 't' MAx. 1 I L' W. I 1 1 I � P Yi71CiH P 1 ! ANTI. PANEL lEM7n C a T N .. _ _ E EEEVA 10 , S HEEV 12) I � (SEE (SE ( 1' ON H6.E1 t2 1 P 5 I ON 5N 12 , ••Min: - SHEET } 1 1 1 r " ,SEPARATION 1 EI IF SEP II I r TO GLA95. 1 u ; , I 1 E ts. W w '. I .11 C..D. ��+ 1 E.O l k"t, r f I' 7 5 I r d I (' 1 �� l 1 I I. f01 1EO1 E0,1 w..-1n, r E0 -., Vi,, xr,, It IF ".���, • it 1/2 pA. a I 1 pC '' _`_ I/4'1 TMCON /..,-_1/4'r TAPOON ANCHOR O 9' O.0 ANCHOR O B' 0C. EJUSRNG POURED CONCRETE OR : _EXISTING POURED CONCRETE OR _--CONCRETE BLACK REQUIRED, -�COONCRETE BLOCK REOUIREn. A ►€ �AF��ANEL Iwntll/M", - -- - -. _ - - INS fALLAT10y FOR . 1LFE GAF F"ANEL i _ ,.__,_-,_«.,.,-_ _,___—_ _ ...._.._..--,_.._-_­-_. „ II _ � .XHEW, R 'RE.' _'{ On W I ED RED ; I� ' I 1//4"1 TAPCOM 7//1•A 1MGhN - l 7 I t - ASrGtbA O 8" O.0 I +� _ . _FNCNOR O 8 O.C. �... i�i ..., q5 - � r 1 i LI �C.,/ , I i �'_ .T TR,4K� .2 _. _.x ..-.-_.. ......._ ', +' �I �, ::..)..,.:.._ .,... _.. 1 ,' _, { T ,wp . min, I I I r �Lmmll......... , :., I ,�,� 1 r ... -- d11 II. 1 hPJIj/ N I/41R-2w," Jf. h 7S w' L. CLASS,........... f..n. ! _ _...i, .'AT Ir,rItOL'lIW EIISIY MF I , .. ` ,rr{" gr,. ,.., "6a3E faYTw,AL I , n 't I rl 11 I LwWR1 OAA 1'.•#") II , .' .. y ' it 1 ;.* w4X ...:;..- , . . _. _`__ .-'"''_" (pAJ1 SEEf. 91 ,' ..:. ...•I PANEL LENGTHtillVFTI I C• I (SEE ELEVATION R i ON HEFT ix) _::.. 1" aM SWEET 12) TI T 1I 1 Min. I LL __.. �{ . .. If---"SFJMRATWN' +� f\ 8 `'I' Min. 1 ,/'•, ,tt j) g cuss. d7---sePARAnoH - I N _ ; w '0 CLA56. 6:. L -p , . ( f2--fill .. ._ "1' ..._ �I � _--- -12 ESP :y'', Ilt ��x lip, ,,� I , lL ,: J' N cc `+ J �.. ' ,^_", } Eq. •,� ,t:: Tom, 1 . �' I __._H I , I L �. � 2"F4 WOQD ,•I iY xT*4 gyp.. +N li 11 PI YE A PLATE 7 I, !r 1 I f! II n RE RLR7 ` R a urR D 1' ° Q E OUt I. Y r I , I. 4° P TE ' N' '. A ANEL12 L. •: i ' P , PUS ,/l '' 't ] ;' .:.:: -:.,NCH AMELMATE, tiU6 .` "i ,. r7- �I, O I'x1/2 O,C. + ' AN1:IRUR O'tx 1/2` O.G.. „!t :AWt",HOR I.{ 1 I I.LLL I , .. ....., . _.... _ a A ;�IBai'3t1II-3 i7 �_LECf Aii. ,,.III111101"",I WALL360014TINGS ••", A T1Lt!)✓""y SCALE 3/6-1' GEN 9 k J Sf s. t11. , s .44167 t FLORIDA BUILDING CODE Non Il h VelocOy HurrIcon* Zone) s TA'IfCO M.T.P. 1YRIE;S: * Wu2o 7 1. INSTALLATION ARE ONLY VALID FOR MAX..A5.0,* 5. STAIE OF •l'ryR 24 GAGE GALVANIZED STEEL STORM PANEL mAww Rn DESIGN PRESSURE RATINCS (p,s.i) AND PANEL %-A. .,UR i '= jl, (►� IMa iFLDBAL PROTECTION PRODUCTS, LLC• b7 also°', ° �^ LENGTHS•, ••, LENGTHS AS PER ELEVATION ON SHEET 12, A.. -`E2' -.. ,. A i� 41100 d S)R@:r TY. •T.24-175 ' T I +q T 9"ER IW a LR3niIFiuS�N ,W. 19 r a P R 64N': 0 t 2 OR O FRAME CO S UC WOOD r F W000 3, / N AL A'Ya. , DAMc n. la , 4: / , 7i tL MEMBERS TO i3c, SOUTHERN PINE Na 2. W/ SPECIFIC bNr1/NnYYA1�Y I, FM +': tAH'.P4 PrwM4 NNb,yeeW-754a, TAR:. iBn,lnbP-elm DENSITY OF O." OR EQUAL - cw.cowl6 • r + s^* 4w DP�w D„'_"0. P [. 9iALIBOYMTFIi1Fj7MT9 ,•.._ w A N., OL 1 ° 7 ' SwR[E Is aT 1b «.....""».,„,--,",.—-.:...._ _....-...,,.---_.._,« , ,....,.«,,..._«,,...W« -4-A CU N c C N N C .M _ Cu 0 0- Eli O N -1-- C: 0 "0 � C CL (1) a O '^ VJ rr�� v J ._ku i =3 L- O (/� m O O i;• Lu L 0 = Cu O � �- O �/ fA u) 0^, W /� A, V r L w J ICRPi Cl.L 00 cP L.. = . m C.) cm, 1A2 � N = cLz Q .N 4 Y '' � : :l: FE2 S• i:,; J C9 2. 33 -, E', rot 9. Tr) Cn m CIO Cu > Q a— U =3 0 o— ■V,Y,�,a`/r `V m SHEET N0. IS 1.4 EZ1/18, ET 1 W/1 B ua Hoas „'..,....,....,...(SEE SECILON EZt h ALTERNAINE E2iW ON SHEET is) ._.. ... ........... .. ..,. �: t• Mm. j 1 Mtn. r *L r(�(SEE i -♦9;(SEE NOTE 2)-'{!FlW'nE�9J((SEEE z) 14 _____'__ ........__ T __,...._..__._ No r b0E(j)H EN ..— -�-���•-� '- .. _a/16'r avviNIJM __ __ vo LAST PANELOt,TO BE INSTALLED AT COACH OPENING SHAti. ALWAYS nE t'-"-'--H _.._.._._ POPPoI } 1 ... _. .. PROVIDED W/ REAR' HANDLE TO FACILITATZ INSTALLATION IF INTFNDFTL (�) •, • ' . OO O O 4'-i O I D t I11TO BE INST'AILEri MOM INSIDE OF S"TRUCTURE.. ;A' 2 T I PER'.._. .... 1 wal..i L_ _ _i 1d .V_.1 L._. +. a ._L .'! : :, _ i (T L ) sax I t It^� r I I # �(l1. VF_.. E,•/ HANG STORM PA11CA SYSTFIA �(I'NI1 1'ANT,)� r IIdTERIG rPANE4) INTERIOR PmFi, INTERIOR. PANF.I.) f MAN, . N Ibd tr-OF AN[�nni, 7RACKS LOP $ ifD1'Tl1M. I 6. i I ( P (END PANFL) k [IJY ( ), 0 t N P 1 r M Srf NOTEE$ 2.:3, 4 E ( II t { €€€ `.'iF.t NOTI'E,, ;1 3', A' % END PAN LS SHALL ALW Yu- f:J'F, Cu NEI„'I:O fi Bf'TIl"J tR,A(':k' OTHERWISE. A .5'1"OP i'UR'� SIkALL BE PRfq%DELI AT LOP 04"SOC:H j fk j If M•laW MANNA. 1 _ uJUP.a 0G PAT ' ' Pfij,. � •.r• •" C:1'). ri fNaD T•ANEI,r,. ARE t:'{aNNFcre6 Ica Db'rTraM YNAL,P t'QwrNl:+ar'rDTa i 1 V 3 '•'+ , 1 1 : t r. -r 1 "4" - d;" S r "`B+I t: '" 1 IN " S WLLL, i'GN.,I:,, 4f / A '2DrrOj M,. Wf 'rY a , ,,,/ 12 V C PANELS W/ 1/40-VOW ! NUT OR //4"6r,,11 Min. TY{UMEiSCIRLW 0411) 'iAPPEU 90110M .,,PCL'fED S.5,. aCxTS W10 0, rA. STVtD1 o TNAr;'K. Lr,)CATION t"1F- iA'' I,�T.ktERS NA1' BE A7 EITHER OF "WO (SEE SECT ON A5 APPLICAaLE) "' E'.XTERIOR FIAT "LANCES Of END PANEL, I i 1 or •I^ (A). IN CASE TIMAT EwD F'ANFIS ARE NOT cl?N,NFc31,E1 10 r+o*TgM ! (((! f,_._ �� �• I_ i �...I.. I {.. Y T,. i f. I V .. 1 T, i (�,,,t .r :,,_,»_. Max. :, TRACK ('.e. A STOP BAR Its ONLY USED AT ICIP) AT I. EAS1 TWO I �E tj I ' ' I•, !T q t r- I PANELS SHALL RE CONNECTED TO BOTTOM TRACK U$INC• SPECS -0INSUCH I I'1�T�i�1 T I ,1_..f,-y___i - -i-- ^� -T I 4 4�. C {I o OODOTTOM TRaACABOVE J J..ILL..IJ L1JJ1LLJ1 'ffL.L ��l..1�_tLl1 JJf_L1.JJ IL.L 1 1 t_! J-J. -t. j r+ ACAS AT 1': N NE LOCATION. R —_ _ _._ o f D a o C SEEI.1.JJ_Lf{,.1._l_LL SEE NOtT 4 SEr ry. � NOTE .3 r.�/''d,(@) SEE 1' u'n "�' aN.•,TAI.LAP TO ONLY VALID' FOIT WIND ANCIWP''. NOTE ':Pf.E➢ UP TO 770 rn.pli.. -151'.E SF CnON E21 a At;iTPNATfYE EI1W btu SMF.CT la) EZ1/18, EZ1W/18 TYPICAL ELEVATION -- TQRM EANEL W SYSTEM M SC'ALI . 3/32"­ 1" (44Np.LNEik , i/4' MOH. CAP r�. MAX, GAP' / SECTIO A -A µuuwmnrpnA SCALE 3/32--l" s FLORIDA BUILDING CODE Non High VelocityHurricane Zone =a.P.•r44167� a f0"tLLnm'24 CAGE GALVANIZED STEEL STORM PANEL(L E C O raga tiLOBAL PROTECTION PRODUCTS, LLC, DAnr agc 5w 21 knUr ?a2 4 T+Ea, w.n Vn,G tie wNww t,ro q w''"T iC s�f4 20-175 tiWM rn+MVF /rv,_v1n PHONL (g5Ajld9 YBsp. ;'Alec (g1r)ddR•,EdU.1 _..,-- lea ex' W, M rw a4ANNN'd N rrJAA " r. UFF€JW71. NNr. iC1i �, o. 17YP ,t T`.f.. K,I. VT 7fNF11 ii NNtIT IT Oi ,IVO ...-...rv....,._......v.-.,......_.._,......^...^....,.........-.............-.-..,._.,-,....._,__._.......__•-_..,_ _�_ EN(31I`\iEFf�iNG ENGINEERING EXPRB88s PRODUCT EVALUATION REPORT September 2 20. TS 0 Application Number' 17809j " 1R2 EX Project Number 20^31543 Product Manlltectuser All American Shutters and Glass ManutacturarAddrosa 1640 Donna Road West Palm Beach,FL'33409 Pratuct Name 8 Des"Pthaw 24ga Galvanizad 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 Department of Business and Professional Regulation (Florida Su)kfing Commist Ion) Rule. Chapter 81G20^3.005 FA. C . for Statewide Iewide acceptance pet Method Y d. 'The product n above has been pia noted p () prod tested andloravaluated as summarized herein to show compliance' with the Florida fludifirig Code Seventh Edition (2020) and ls, tot the: purpose Intended, at least equivalent to that required by the Coda. RO-evaluallor,ofthis product'ShatI berequired .(ollowlrig Wart lnent EIor'idaBL1ng Code modifications 6cat tans or fevlawns, Substantiatingi Data;: NTA PRODUCT V -t 7 O R f�c F_.i911154dATL Imo. CLAISf�. EX drawing *20-31643ll11ed 124ga GaNanixed Steel $form Panels (HVHZ d Non-HVHZ)"„sheets 1.5, propared by Engineering Express, signed & Sealed by Frank Bennardo. P.E, is an Integral part of this Evaluation Report. �T REPORTS. Uniform static structural performance has been tested in accordance with TAB 202 test standards per lost raport(s) NBT-ASG-17-001 by Blackwaler Testing, Inc, Large missile impact resistance and cyclic loading performance has been tested In accordance with TAS 201 and TAS 203lost standards per lest repon(s) OBT-ASG-17.001 by Blackwator Testing. Inc. , STRUCTURAL ENGINEERING CALCULATIONS Sifuclural engineering calculations have been prepared which evaluate the product based an comparative andlorrationa( analyses to qualify tha following design criteria: 1, Maximum Allowable Spans Z MIMmum Allowable Spans 3. Minimum Glass Separation 4. AnchPr Spadrig 160 SW 12"' AVFNUI SUITE 106, DSFRFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396.9999 TEA M OEMG INSTRING EXPRESS. CON ENGtNEERINGFXPRf%S,COM ENGINEERING, Page 2 of 2 All American Shuttcr5 Hod Glass — 24ga Galvanized Stem Storm Panels No 33% Increase in allowable stress has been used in. the design of this product:. Separation (Tom glazing is notrequired for Installation Outside of wind zone 4 and assenfial facilities. Impact ResiStance: Large Impaot Resist ,His hasbeen demonstrated as evidenced in previously aslad lostTeport(s)" and is amounted for In the anglneering design .df fnls product, Wind Load Resistance This product has been designed to resist wind loads as Indicated In the span schedule(s) on the respective Product Evaluation Document (I.eengineering drawing). installation This product shall be Installed in Strict compliance with its respective Product Evaluation Document (i.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 (Le.. engineering drawing). Um tions & Conditions of Use: its dlt Use of this product shall be in strict accordance with the respective Product Evaluation Document (i.e ePig+n een'flg drawing)noted herein , tie 0 All supporting host structures shall be designed to resist ell superimposed loads and shall be of a material asled in this product's respective anchor schedule. HoA structure Conditions (o a hic are not accounted for In INS,product's lospective'anchor schedule shall be designed for on a: sit"podho basis by a registered professional engineer. ' All components which are nnan nt installed shall be protected against corrosion contamination and co hrah a a c �d pert P pe % ether such damage at all ti mes, roes This product has been designed for use wdNn and outside the High Velocity Hurricane Zone (HVHZ).. Respectfully. Frank'0ennardo, PE, ENGINEERING EXPRESS's 411FJI04044 { C"en. Aut'h '990 160 SW 12" AVENUE Sul'rE 106., DEERFIELD BEACH, FLORIDA 33442 (1954) 354.0660 1 (866) 396-9999 TEAMGO,ENGINEt AINOEXPRESB,COM ENGINE.ERINGEM'PRF%S,COM ' I IJq wMILWuI: nlr +p bYnan Orr d{IAr +91JE-NA'-^':1,.1: a WI ILLI 'U �+.lir :Y 1 5•.I VJ.'_ FJ 't I'i I. M-ilvrl; DLL f {+MIMI• Ct"ur1V •: .TI•JIAYII)r)I 0.IIC"o "AlINU ,uL rY >mT-irk 1p' f ',I'. r R- JLJ-i.L'f A Iff f.••'My �r,r� '. :�1 Lra01 Y lib w "n,L,U',' >ALr.0 rv_ N LLL IrcrY -JI _ .. If ] �y n G N IJ LS � M J 11. 4 Y,V414L)J•I T- INv, -1M"V,'10.�- w ff t "rn N w ��•• ate.: r.,^R•: rV E -trr x ILu +Nu_ u.IA�s;JH . rt hr wI Aa - xlr-T+ - Dr h Y' W , c m VJIlE:]' `A 1p 'ivRl A rAei-'Err." ' t L I :1 iENI y T � L d ! ra 1 IwF r� ,l '.1:4ai: Fi r' 3 H rl,a a n ii W. I UVL-K4 L i. , dlk�-V� v' I L,? A• . ry 0 Zrl'' { w tic ln'.�5'afi 'v�aTX"^.. r O W y pp - t 40 '( '1P 4i1 V � Dss" fA'f r tr r Ft 5 4 .gip. DLC Tr:r, ����,•II,I Fr-• 1 k: W ry I ^I! eAIY•. tti L,IGIIIVJ�,w h' L H I k. F l7 -T tq T• T= M r: ,A 1 Etl�LaIItl6..iV .r Tr 1A ErY +•In'r. F 1 f TI •]' ' uyV1 r ' �TrK`i'f'IS'f7 11 M , N 1 Inla,l JIQ, M H 1 < 5 t•xn -; n] PO PU CLT10 m cr 1n.m A n n s n vrJi r. d �'Af f•A'. F. J CRP. l IL III 9 9, i N!L 1-.IJt< n n•e L; 6n ntxnJl H-lntan �.`liI W 11IyL n �.ZZT 51`;TwLc <H9:L-ty - ,,., •, - .,. to- WAIL MOVIJr Aicr(dl Yx:A H Lii 9 pp rlrN Y I'C. /n'1 IrA.r.11l'i ",'LII;'r,V"J.•e ,.<+ L: Wv, 'tnK1T. :rf- !;yj j .r rR �•vx.. tii 0r U : J IJ ITi � +•' e Z _ a ,Y r�,11T� f.v�,nr ry 1 I A. •-ef ,: r:• •I�r. �r YtI.M r,,.t tie Y I, } yr1Fi'L .I LRL N N,UF,Nk IYW.MAYfVAMM Nc wl Hr a' r,nwNT W 1[It sv .F c'r•n".4� tf M irry ' V d P•^r, Q i ' I ;rl^tin Nnavrmo d t J € :G I>:11 t L':F` R :x II f'ItId�1'�Y;!i 6?J�Ku,hM1 y „ 1 I. . t I.. 14" 1 1Y> Sri,! I Lnlx, !i pile^I'. IJ II Ar t'1" . 4. L g F '" J'1 nil Ra ten•.- I,}:.. ` t,U44 4;; tw I+k I N`I I r:R T:CIU2 LyL 1 II A ICJ. I:41` R !4 hl 3. t r 'i�,.i4r' Tr• s-x,;f,r Lcm zs Prr, . f �2 a F R >ER., ECdIE LLi�pp•• l "' Jr 3L•_'sl'^R,tTM � E$¢H¢ {7 `b Fi t' .%{' E•,,, : h D •S r TI 4 E; L M flE.:, ANEL Ur .. � g. rAF -NI-II'" •,t a BF R! OOFYUIX tlINMI[e Iy C ry N 1MY —AZd IAlWI, '+W'A ( FA HFT :> IN'N N k ., 20-31543 J k,t. 14?F n-� 1 t rf T V A <nr*. T'Tr Y h t � A e � � OPTIGINAL TOFJBDTTOM CiUSUPE (r=TAItA (r'' 7 fbfa v AJ � ILO ". fTL P'V1 AP 121 :MCP - p. ^ •q W L ! r �r anA"SfOJ IkL .rv:naF1- - Ire I,r ,A YP4. tiAp T II Lr. tl.At IN INRTIJIfUN Mllflryf b C r1UN 1J: Pna I •r 1 RIM N NIdH:I M11MNI %F[;,I ON QD N S ' nsnwc PauRED NCRETE CR CONCRETE aLOCK TtEWNiETJ. 4}I Y ; 4•e 0 12 ANCHORA D 12 O.C. it r _ 01311 1 � ,q 11 1/4"tl TAP(k)N- J -1 .... ., 147" HEX HEAD TEX f,l/ FROM WOOD MEAD_ER., q I�{ t .:gyp. RE,/SIpHSD I. �(f 4_K1" HEX HEAD TD: sCRETS' 4E FROM ANCHOR r1 12 O.0 ,./'^-•HEw __,JS 'jl EDGE OF (� III ' I j dj( . FI`rft EDOE OF �1,p obi I w ;f }AI�, t"-SEPARATION AkreURW ......N� I P DI' rM MINUM ADWEXrRTOGLASS , OO` 11 I I ��LA3 U A ...' iS. 1%An W 8 t LENGTH PAVER NGIH i Y/41"1W t• _ .a. _ _ -.. I u M » W .. MAX ...,. ..,i PANEL LEN.GTH '► v j cill 1 U TO GIGL = ' LA$S. I 11^'-SEPARATION ' .__IUMBSCRE"W " Ir : 4 p 1 Sam; U. THUMBSCREW 11 10 GRASS- I II Of L" ✓ i f i r'' I a ', E + WAx �,7,j 11r r "'• r_ 1/'4"B TNN.':OM ANCHOR Y�r G 72`O,C, Yf'q-B TAPCON I„ ✓r�: �,,7744iSTING POIrREO: ANCHOP se 12"'CC C ""013NC,REtC OR fl� 2"xb" WOOD I! nIATE ^ "^1'•.; CONCRETE eLOCK ;;p L Ii.L. REQUIRED REQUIRED 5q/� MI *All •MIUN 9FCTI a ETt SCALE 3/6-1" SCALE 3/8=T" tlGIES * MIN. PANEL LENG1'll - I, INSTALLATION ARE. ONLY VALID FOR MAX, A, '0. DESIGN HALL BE PRESSURE RATING 4/- 4D.Q pa,l. AND Q"-D" MAX FLORIDA BUILDINC CODE (Non High Velocity HUT Q, A4j AMO MITcO P,. 24 GALE GALVANIZED STEEL STORM PANEL.y s STAYS O -.fir- , .-.' 1EIw.QtHl,c. GLOBAL PROTECTION PRODUCTS, LLC. fcurle Zone) r.r. AT, mtn(mxe PANEL LENGTH, 1'j", _ "`i L1j41S1"f 4WD it's $, %Ism w„t• 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ ''^y�iP pd,,, r;a.1ga'•�.rn.,.M..•q.Lws..WAAWabNfalLa '•� _ N I • sM91. INO CDNP T WVM Dm,T ir,. ansab. PYNxNt: towwire•-1.6, (eixjLaP-.AFYi 20-175 .SPECIFIC DENS" OF 0,55 014 EQUAL, v Nrr vvmJ:wVAc/Dail" ,.(Mw pr.ImN � AN•, r1Ne n,,..kt P^' era' ^ SIN Cry nR111 "" WN, R A 71M11 .Iv„ Pffi .. w�: 4NrY1 iA W 1d r ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) mi B.BaTrbM - ITY ICAL V RTICALMUNT.ELEVAT ION '�... N.T,r,,. EMOTION TOP MOUN T Lmox O TV C NN P ( 21 RABOVE 7I BOTTOM RUCTi(?N AUNT (CORN GE AB'REQ'D) 'Q) —08STRUCT10 O' � ILOCAIION N - 70P MOUNT rcONN TYPE AS R6Q'D) BOTTOM MOUNT (OONN—N' (SPAN BELOW I TYPE AS RGQ D} OBSTRUCTION) MED AS REQUIRED. I'ANEWS MAV BE NBON 'PPIIONAL,)7'•2D SITTcH WA$HERED PROVS ppb TWA'NEOMONSANPBOLTSWINK: ANCHSAREWNICW $AT15FY I PI!INONUTB PA$TENSOSPANS ABOVE I W,t:'B&PRth:,T IQN,; I OvenI s011DSPAN,CJIB'LF; :APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION NOTCHED PANELS 1 N T.S, ELEVATION` ALLOWABLE PANELS AN & LA ALLO P GLASS SEPARATION SCHEDULE: 24GAUGE PANELS MINIMUM STORM PANU SEPA LA I ON ROM GRASS iHV1G WINE) ION! A&FMCNTAI rA 111n iT I MAXIMUM I I Ar51GN ' ARLIYWARLF IN51 1LA11UwS LE 8 A 1 1 $fAL1Ant a RPAI ER N Ni AN PRrIS R I UI PA .r e M lmA s I 9 1 THAN i0 ABOVE GRADE 1 xr r, r AN. L fklV.. ftdDE i A I PI I SD/ 1'134n On6 t G i n !� 1 tiiltl In LO 9h t . 1G6! N IU / 13D Cr Iry d4, le 73$kr rAv i. I I(1U.0 n 8 t GO A 796 kFv 7 5p t,T D� U 1 h i.. s,08lrr 6 SS G IrB Yn 6Ua H ! J75 n I ! rit a3 t 6091r Y 21Y In .. 45 a In _...__ b 11 I .... _.. _.. .. T 2 a Mt 7a - / SNAI _ t 617 r f t I1M In >PAN b(:H UULt NU I tS: 1, ENTER SPAN SCHEDULES WITH NEGATIVE V E DESIGN L P F SPACING TO TEROAD ANSI FASTENER 5 CI G 6 DETERMINE MAk M MALL ALLOWABLE STORM PA ' £ 1 U 0 2 ST NEl SPAN, SCHEDULE SE 1,5 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS, Z PEL FASTENERS"A AN PE STUDS USED IN CON7UNCTION WITH ALL. MOUNTING EXTRUSIONS 5 ("P"TRACk &?VEANGLE TC) USE fi5OC•PAMELPASTENER SPACING TABLE VALUCFOR •^p A II ' UO I. OUT ,A4L ".. AND vE DE S INA,4 1 G GA LD U H N COND T10 A NS , 3. LIN AR INTIOPPOLA71ON BETWEEN LOADS:IS AttEPTABLE', raTHl:Rwr,.E a1sE NEXT MR,THER. Ln9p.� GLASS SEPARATION NOTES': 1 €LAYERSPAN SCHEDU LErYPOSITIVE E DP.EN N LOAD DETER MINE MINIMUMA OSEPARATION FROM THE OPENING T0 aE LED 7, SCHEDULE IS REQUIRED FOR USE WITH POSITIVE WADS ONLY LL41ION BETWEEN LOADS IS ACLEPTAa1P, OTHERWISE USE NEXT NIGHER LOAD. 'T T HVH. OUTSIDE M- AL 3. FOR INSTALLATIONS DU 510E OF H€ 7 AND OUTS D OF _SENtt TSEPARATION cam D w HR H T SFA LE S OT'M QU 20 ES i INIM $. ME ATIE SCHEDULE IS NOT REQUIRED AND N4 MINIMUM SEPARATION FROM THE PROTECTED OPENING 15 REQUIRED. I LY VARY) MAXIMUM ALLOWABLE "N DESIGN PRESSURES: AS NOTED IN DFSIGN DESIGN NOTES: SCHEDULURES ES 9FOP1�IENRA. GIT TNrEEp's 1IIATIVE 6NggpCRFAQrR�L�p gsBE OIFTI�, ITHRg IN -D PER D pETERM' IN6pSN%E.AR6ANCE CVJX AECjiTf D.APTER.. 16�4O� Of THE PLp pOA BL1lyLDINGryC�OGpE SHAL BE. LESS -THAN pR55jdA� CAPAO�Tx9VA U,ES LIOW EREl JOR ANY ASSEMBLY AS SHOWN, SHALL LIE FABRICATE4> 1N RIM 6U1LD_GQQ 11r b IDE'OF THE HVHZ, PER b OR SHALLINVEITIGATE Alem WHICH MAY FI MAY REQUIRE tjy HAS BEEN USED IN THE 'Aft cALcuLATlortsds 1 DOE-5NO P oV10E rT101J6 O"C NT FRUM Tl E E NE R OR REGISTER P r5 FOR USE rN all MAXIMUM TERTED ��s�us��r4o7mp ce4 I.alu,vMw : A 11 liF AsTrd 56 yTRU, uRAu a a N N M 4H I 1 SNI 4 PY ? KE BE6U69-?d ALUMINUM hELOy BE INTERCHANGED AS FFC.LL OUNTED VERTICALLY OR I"HALLa4 HMHEDGEG TO ALL I,ONCKETB ANCHORS PER ]RtbH Pgtl(ErPANNRCNAL NUM DBn VISIT EGAL,{Tdf3/81543 In $,R11Ism F M :,V,x I Y I$RJ 4^•,, ter.+,-tl P Mai I}Iwltlib2WpfltVRBBq Da WaTOrtd IrOR'J111VIilUtALMIIfl,'RI'tlRrSAtRALHC4Y MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUIP g r r. gg Bg 'tlDtx'U'W4 r D" D it 1ax 24" 'St" Zr 2A" a' 24" 7T 2 2x8 n)"Hgadef 0" O- 4" s 17' r SY zr 2 7- MF x56 qA SG' 1 3 3 1 lV 30' 1' 11" 2I" ]D" II" 13" BUIkbrA"Fleck. 4 u• -`" Fa i T 24" x6" _ 4a" it Sa" Di" xINtY MDM 2 id 4 4a" 0 .U" kwdal 0' C" 3 2C V' 7a' 41 M to �, O" 1gaR x d D fi3" I •s wnl: M,nG '1.rAN .ink ( 5 :11A II , 'aN 1' l,Y' In rk 'L', qth M RHe1. L: robFr tK 4T N YI eNArP.OiIrANL]'PRr WT,IY N: tl QM 1 7F 4� N 'YJO CLA: 4ntE 4J NPT•Y 41'b4Y+kA YH7wd YRLMNu&LAN I..d aEN4UtaEY1 gNIVN aAAIFt pNN"rYM Ft++afgJTN IYIAN rV"nt'INTmJvr'rR FY "4"TLWE MU IN Ih1 0 CJN RT aCa]'✓F T Y' dkn" 1 1 : 'I4t via nrJr YdY!P I L Jb AYA. an VIA10 lV ALt. Itl'LIWT M0 FJIYN )N (ADtE ur W Pak tar 2 L .L rL k C Bu I E I ... PA at t WIN A c u,' 'r'r r uF^+^+D'w1I MILL t` 'r HrY did L f t S I': vIrPM9 aE W RL b1 R lb r Vk nl SI t to a LYFTRiI Y U T N NY B. M : N f 1N iMta S"I Yt'YYItH • MttN S A ANO AH ON AN L d. TAd¢1 Ar {C TO 1 I N (Wf JI % NC4 . U +F 1& r11TT WIT P Y, u 1 N C a nALTr2Ji C N w2.S' 4A .i" O G. 5. uA t MA q H' M•N MUM 1 enCNbl t F ON )1TUM' 1 .'NAY aFS P]'R N ? Y t 4WN4 Uri Irf prl /KO D Dr I L,N r xGrr ., N, p� pN Nfl %•R 'F not'+' .111Nr. ,NTH L u,I ,[.. DI ION i f wY5n L5NA.VnN"v I , WYM+ rJx /I C?WONAL INTERIOR FASTENING DETAIL '..vr t'i'.Tx�, THAT cl Pnbn uarau4;, LA i 1'ND"!In1DRIDN F-4 %^. tin a L:• :.5: paklPrnua Bair 411t MAr:'HINr 3LR5W 1't1aV. "VN HDK N, w M Wd'w R'lox /AM iTe U In WIN NU ' 'IN IllElaL'. Xea<"F 0 aAi S 44" PArvvL J , F UL e d6 J IMAttr M MOu ,*K As 1 , rrc : rm ❑' i� R E AEO n, L.A/6MeL9. Ly �(IdR y TTPr P3 RE a 0 Z"("I" h pMDa vm M:INato NA,%IAl20-31543 .14D FRa+etNO snw.�wd r L rr ee:-H FCJit,s L2 _5CS JP ENT TO F4N(tl OPTTONA} EGRESS PANELDETAiL i "h 10 INTERIOR: FASTENING a.99o° 2J1411 rl pA6O"D:750"' �Q �0,625"T.12a' ,DTYp ,4Iasii198p" r p� z:ppD^ ripe p' .119Oe 2. 11" .ADEW •,.>Y,'U" WEN6ER. rgaUtUo"OUT'U". HEARER. JTPAN Ri.OdURE. ,D ANGLE.. ' �. C/ I ,+ I . TImOl, 3,30036 A D.37ts° 0l13° $'.� ". k I• % i,5L 1,580"-----dI(' 0�36$'-9 1Y 5" r •00j��5" 0.376, 0'15".7�I. '11";I('G59'6.643 O,aair'• 0:750". L.007" a 't7.50G"PANEL COVERAGE 14.875' PANELLENGT JII �'"rTjj t!`u--RI� � LOG. r0.5i5 I 150" 0.290" $a ,4:PdfAL - ,v u � ti IIR�I'ppn� DLAECTtoli � _Opgo" T�� O,b9O" 2 � NAr eE {--+ D.Des' TVP 7YP. �D.O Rwl-Run 0..1 11'235 D oaoo^ O.ONO" 0:557" 9Ur.a-dU7 "r- TIIACN r 'P• Cx B P' TR NE CLF WAStJER � _ W wNCtYli 0 376" { a II V Ga ( 0. ISO" 'Nss^ .�. r. , I n• T.a J•�.S Ip: � m p, M 6 LEG m t — DIRC{,: Oy Ta - - G1 a ��•• MAL'gE SR LLI125 0. 1 ..L L'L'J _•.4`�V w.. i1E 3 Ea. ' ryp NCAx pry®F � u: aU,iT:slr_ r� 'F•ANDCE-`tttACK.tEJtYENOFai f�^^•.� N &.'. I+ •,a S I,' 1A00"L: II rWJAiv ml i•�811rt'lH. (/} .n ., L. r OVERLAP ' [K.Tr,.C. xS 4 MA T E^J CDLIERCI U'REWAIL ,..,MA . I r 26" MAX MAX,. w e "LrYJI..y to :::'KFP N PI r.TTr i YJ T Y'.N 'rh � .:..1 er'SrtlA•: B 11LD•OU n ...u. `t 0 y . n_T roar I:in u ,,1n AN�e s:o •} 1 h I i F 1 ' ml nrlAll orul'1 rCv I ML uNl_� � 1 _- 1. lIF OF .tu JJ 1,0001 J a 2... _ E I.D00"� I t� c= H v` .,•. vu J ,. JA-iu AI ' Lr• J l >L eh1BE0 Jv woe $9 R 1 ...SIP 1•[E N.. •.r '•rREl 21'�' Y p OVERLAP :Attic lu iIINi: 3920'n Fr wF.b: Dr : a fr r?e141• L.rJ MAX ~ /•yHllllll•tJlll MFNINII:IfLIIINrNrIn11 N gg .acWP •T ... Ke T,;: x. �.25" MAX MIN ;MIN a F 2 $ �I �„ 1n4.2 J V 1V• �a� 1.500" a F NA > 14'MAX. MIN.. L L. o tiiW I li ox y 2 WG O,Jp,;-1:�M1L I'•x - ,rA1 dQ... OL05UllE DETNI I F.,.F R, r;. 11;N1:• ITAr N1 P •'--i-ENIBCA ...HFn:IF� r a TM1n �. �'� ,RRR L nTEAFNrurlr ttQ51}_NEDF_fAu. nt-r:: r tit I ANCHOR SPACING SCHEDULE' 24. GAUGE PANELS; PANEL PAS'TENE RH 4 11 5" C C'. 2.B^ EDGED CE �r rAARL DE6[aN- R,NCNOR' PREBBtlaE T5•PE P6F AND 0 b'-e'. SP UP iro >x•D• ' DPAH UP T014'-70" tTPE .� C1 C2 C3 Ca CON ►E N'rY a! C2 C3C3 Cd ODNM TYPE [S C2 GT Ci ]d• " 4" CM DCP �! iM rr;: DEPfAlT11lTRAC011 " 4'N U"�wr 12,5 150'1q.T 9.9 12.5' 16,0' 10.2" G.9' 4" 1 ,. 1 60" 91° 8,1" 12S Yb SL,B e 1 S 5 6.D 8]" S,5" 125 11S SE G'1b.1 760' 9:3 a a 3 32.5' 12,3' ;fie 180 D, L" eL': bA 94 l3 " b S 12:"' 1S0 9S'71 160 ai" S.4" 9:" 4 1x S i6.6' ,1 a led" 1 2,5' 7b0 bq /24" 160 aS". 5.4" I A"..'.I-:I A' 1 ,III III f Y I fi a bIwALT UI Cori TPA + 1 Mv: . 44 5 2 72 15 JR i8, O 0 16 a" 1 :5' ]6D 1F;0" t20 0' E T" 12 7 0 ]6 39 ' S 0 12,5 ..1 12,0': S U 14.9 ]19 125!i6D ]e B9 L25 IBP Sl'D' 9;$" W 1 G 39' 1 :. D 11.4' 9 S 12 S Y b fi.. �1y�a '1L 6" b 2 P 11.9 q 5 i gib' 1 16 •4 1 i' ! S W R 5 2' 16 b 0 ' t it R ;q 9" a I rrffl" EM II M ffi 1 LL Mr UO Rr Sao sn Lp' 41 ' 46 $1 1aN 1BOSff.0 39❑ 12,5' 16H 1.T!+.act s d2:° A 4 a b4tl"'ll.P". 4 12 i a. 16.tl 6 is 6 ill' '1aS Its,16 140. 1'5.6 d' 3MA ].93' i2, tG 12'9"1RD 12 5r S D 14s, -1 ia.�5' a6 it's, 25'- I. S"' IBD Y29 1&0 1'Y 1.0.b. "t S r4P. i 16D 12.5"' 1 ;&" r 5 I INtlMAI''PAN MAIM Fi IH +I ^T 5 •TnJ 4e 'X S 2 72 Hit' 21T ] U 16:Q E 4A 1,0 ]fi 0. 6Q iB:i 12:4 r6:D. b dD'.L 5T"L1 2 d 2S' 2.5" am W. 16P L36"1 :3 ." :'25" 1 i00'1 A " ] 1 :L2 :5" I ' bR11 rr.3''' 1' 2. I. AS A 1 1 i.l Be 1- 1 . ;1a 1 :O'" 18: 6 ]a' " ], 3:5' 1 " 15.5" LL,2' 1 Y S' I60"156 11d". 11s' 60". .5' 11 2'. 1",S" 4,0' 15:9"'L 2;g'©E'DEBTANCE y y Or]4•F1-114'CHnCO' 33 III emu a IkALIrN 41 As 52 7a @25 b 25 103" T 1" 6s. 13.7". 6:25" bT"' 0 251, 9.51, z 315 i ",.rro IN+nnr 55. HNWMIxIIPry rip 41,'i15 49 52 625 625 it11• SO:a' 6, 5" 9 tJ I I W u 6.25" 4.3" 9. 1a 0'Y:S mv, 6•D { t 7d 'Sit:1"iTA 56 6!S! ! 196 P I fl 11 615". 4'".+4 8:'2S". d 10 sic :4.,ar 4^' N'FNxFIv If. rl.l! 32 nW 0.9.,TAPGDN: 43. a0 52 71 12,4 YL S' " �" i'3,.• .111,LOT 3A IX 2 x a Y:•'. 4ti" tN 5 123' 47 4 @ S" 2 17 dl" b b:. S" z 1 7 di" AA"' 6686" 1:7' kill 829" DJ iL': '. 4101, tp7 41° d. " «i ' t srI x �, 1 Y.JN tI 1 3 L p 1' 1 AL 4. 66011a9 A Mi rY da 6' RLry'"".7:. •' 1i' i a ':125 •i' ftld 4] 5�LI�('.J s it 1z,5" e] Y �5" L n 1 U 76 a 4 d6'. 7 63 ix. !' 1 S". 7 ] D ei 4 1 0 0' 6 7 .c". ,d:3" i2.$ Yb a' -9�7 7 1 :5" 6 1 d0 J: f 62' T2S" 'S 12.5 160".&D 15.0, '7,7 5'!'16,Z2 2 1 7 d 8 2 1 :5" p Y25': t 0 T ' ffi L irn• EMIrP a J1NWAf I. NAHF MAIL- 41. 48 52. '.6. T z xx s 12.5 16 a' =s,a 23,4" S. s s" A.ss� i e" 6 1 s' ' 4w4 3,6' .1'. : 33.'30 3 65. ' 0.]x5•' A2 J•. 2a a -as iO.G"..4+ 1 92 xs 11 .2" e 6 8 1a.' eas" 2' .a". 9�5' '2 �• 9 5" a 33" rJ4` �E DISTANCE tk' ;Ii 'i" MAX aEBIGN ANCHOR FREBBuaC n SDM1 LIP B'•11• W 11 a'JI' ,IN J I':III N:u N COMN TYPE a L� cs is CONK Tit! cl c1. c2 c' WNM TYEI r-] tz r3 cb vn"tt T. EMBED 13 '. AI 4 I •HI'kNW 1 46 52 7 2 l2. 16,0" 16.0" 10,q' 12.5' 16r0" L6A" 73" 12:5' 16,0"SS'0" 6.7" 1 5' d. 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'5s- S:G"' 8,25 7L3' 4,7'' .0' 6:2S" 1 S d " $• d ": E.25 13�1' 4�7" A.n" b .85" 4:T ANCHOR NOTES: I. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, GUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAKI MUM ALLOWA134E'SPANS AND PRESSV RE5 INDICATED IN SPAN EAP PLY 2 ENTER. ANCHOR SCHEDULE tAS@DCVPANFLFASTENER SPALING,E E%ISTiNG ST DCTDR MAfER B ANCHOR SELECT DESIGN LOAD GREATER THAN ORB ALTONEGATIVE DESIGN LOAD ON 8MVttEAND SELECT SPAN GREATE0. THAN OR EQUAL TO SHUTTER SPA: CONNECTION TYPE BASED ONAPPROPRIATE MO1JN7WG COD17[ON (BEE MOUNTING DerALS ON SHEET 2 FO ENTI F1C ON EOT IO P ' • R1D Aft OF 3 PANPI FAST NE "ARESTUDS ILS . OTNNO1O N EUI NCT ON WITHMOUN7ING EAtU5ION 4 ("F-TRACK,STUDDEDANrALE,ETC) USE6.2S OC DANELFASrENERaPA9NC7AHLE VALUES F7]R. AU _ "• AND HEARs (INCLUDING'BUELDOUT CONDITION 4 ANCHOa5$iHALLaETNS7ALLEoINADC RPANCEWRH M A�UFA t4RERSt ECOMMDNO A'CIOu: S �IST T CONFORM T 00 MOLL W 6L Si'RUG E A SNOT IN p SCHE LOCK. O UTLT'R MINIMUM ME HA B AS.NOTED } C R ' CE 6 NIMU EMBED NT 44 E OTED N MHO EDU " $ A FtOEi 7MINIMUM FM EDMLNT ANDEDG E, T AN C E EKC L U DEs S T1fC' Y.Y FOAM BRYC%•A N O P TH 'Vd'I:L FINTSHCS. WALL FINI$hl8a'SHALL H6 LiM1TEDTO 1/A"'May, OR SMRI:LBE yER1F1150 aY CTHFR6lO. ADFIZUATELV TRANSFER LOADS itl H05T STRUCTURE. CONCRETE A O RS' NOT HEREIN H L E EMBED, D TO UN-C -O CON. EONLY, 9• E RET NO N A 6'R S A LS E RACKS rRYf 9, WHERE FAI TENGSTRVC"T()RE P61N000 FRAMING, LSTI MEMBERS, NOT MAN 0OD. FIELD VERIFi' THAT FASTENERS ARE INTOADECtUATE yi'OGPPRAMtNG MEMBERS, ry07 PLYWOOD. FASTENING TOFLYWO3A4ABLE ONLY FOR SIDE C1.C SURUPIECB$ 10. WHERE ANCHORS FASTEN 70 NARROW FACE OF STUD FRAMING, FA51'ENERSMAL1, BE LOCATED.IN CCN'rER OF NOMINAL 2" X 4" (MIN) WOOD.STUD (r/" EDGE DISTANCEIS ACCEPTABLE FORWOOD FRAMING, WOOD STUD S-US BE -SOUTHERN PI "G-0,55 ORGREATER DENSITY, f SHALL HAVE PLI.1P5 PAN HEAD OR HET( HEAD. 4A 4 SCREW W i L. A ANCHORS DEWAI- PANELMATE ALL-VO s -9E•' BRASS BU RIG, REMHII aLE VIS ARE T , A IN75 OLIO I a SH 1. MAtHINB'5CRE - HALL HAVE M ENGAGEMENT RE DSI INTO :E BASE W5 a E 1 - " MINIMUM E GAGEMEN OF T1H A N TH ANCHOR AND MAY HAVE HITHER A PAN HEAD, TRUSS HEAD OR WAFER HEAD (SIDEWALK BOLT) U.N.O 13, MINIMUM EMBEbMENT AND EDGE DISTANCE E%CLUDEIS STUCCOOR OTHER WALL FINISHES. 14, Or DESIGNATES ANCHOR CONDITIONS WHIC H ARE NOT ACCEPTABLE ¢LEES. 15 DiRECT MIXINTING CONDIT1bN5_ Lb LINEAR INTERPOLATION 15 NOT PERMETTED FOR USE WITH THE ANCHORSCHEDULESIUSTEiON THIS SHEEP. N N v N c CL co 0 -0 0- cu Qj (U cca U cu -C3 v) -0 O O -2O c 0 _ U_ _ 0 CU .Ln Z0 Cn E O �� % d/`•Et�yrrEE 0 /� � CU1 U) Z Z W J tt"In Ici N ..q w n9 -cs 0 C 'ry c cc05 r� a"^3 !— QS N . y (YJ VP ,tit • c.a el] � r Afl Cx L1 +s? e+ Cn V J >r 0 L_ rll..11� coQ L CL � V M LU = Q Z Z I.t., SHEET NO. SH 1.5.