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HomeMy WebLinkAbout40000 Harmon Grove CtABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAID or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEIPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFi or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd, Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) St. or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S F Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior $TO Storage COMM or Comm. Community KNVALL or K/Wall Kneewall SW or S.W, Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML orM.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical OVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR orVTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PIN or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3- PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE Qi IL E N N i IFZSM Now 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence," construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. 1rP►ur�ii�,, ���aaaaaalt R�Na Q � ? •'. ram'\$'( �`4• 0FESSI0 �IiPPtrlllt`�aa To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Wf SEE 00 N U N m J 0 LL oc ion oo N# LL W M a a cg cnv�- u- a Y 0 J d s m 6 1 'caNUD LL O W Z IL IL ��pj6 a ¢ k a N M Z I)f N Q v Z p U -i cV) W ❑ (] ❑ CD M � 0 z � o Q J — d LO z a C Q) '� • W c� m U O c N Usa U W J m = w U o N C u) Q Y ti o M �z o w a LJL C E O E V Wo z ¢ro z© w¢ cu ¢ 0 x ao o E Q° o o< wz w W L " I Qp mi o a ox N o- C <W N p ¢ z d U �� w x3 �x �o o (O Ir oz a a O N Lo 0 rn m 0 o r i C) r lo-1 E 1 > 0 C) C m 0 (0 E r%, o r C:)T '= O T— r o r- E w N Z M Z E �; f6 a. o U J v co Q p J JOB NO: 21-5014 SCALE : AS NOTED SHEET NO. C S 10" A M. I C 8 3s� 5-SH 6 DPr- ---- R&S - - - - = BUILDER TO PROVIDE 1----__---- j '- LINEN"I I cv W.H. APPLIANCE I I I K TYP 0 I p PROTECTION WHEN REQUIREDOPENING I I I S4 GARAGE OWNERS SUITE I 2'-6"W.I•C•I PERFBC8'-0°CLG. ■ = ' TIE_- 8'_0„CLG. ri CARPET=U) 2 CAR GARAGECARPET rIco �17'-8" l v - 3-- "i 7'-8" cr 8'-0" CLG. s„ 20'-O8 I I L5„I /8 mr3 w - 5_ 2 Jul.. - 2668 I ( L I tY O I I HANSON I I p I I BOX @ 36" EDGE OF SLAB 2" I I 0 I -- - - A.F.F. BEYOND WALL I ��� L8 D w 60"x36" _+ DRYER VENT K S3 I I / = w I N SHOWER. THRU ROO I I > I O I 00 CID 00 S3 (3) 2x4 #2 SPF w/ FIBERGLASS p I AI I XC\l I I DTT2Z @ BASE URROU D 'I I I Al I T' I I I TYP 1 STORY I I I I 5'-118" I 4'-0" I PT. W OPT. D I I I I I I S3_ (A NOTE: FINISHED 1�7 WALLS TO BE I I I I - F7 AHU �,.�.- - G. FLUSH. VERIFY IN FIELD. I 0 rc3 TILE I I I I - - K S3 (3) 2x4 #2 SPF w/ ----- ----- CC D S3 1 0 S3 R.A.G. 8 8 DTT2Z @ BASE FAMILY RM --- 2:12 VAULTED CLG. 9'-4" CLG. _ v CARPET Yf 3068 o 9'-4' CL I. I i ENTRY r In 23'-8" in 3'-10" 7'-8" 10' 108 ;r, - - i 6 17 4' 4, I 8'-0" CLG. v 1 I HDR AT T-4" I if I r` -------R&S------ i> 8 co 2668 - L51W R&S - - - - - - - - - - - - 6-10" 4'-7" 8'-$" I- T-6" N I .._. - -- - - I 5068 B.F. I As 4068 B.F. . OPT00 o c I ca ------- --------- - - REF. T- p BEDROOM 2 o N _ wl r PATIO CAFE ,,' o- --� -_, -- Q T -- I.. 8'-o"CLG. BEDROOM 3 r J - BEDROOM 4 W 0o O VAULT. CLG. CARPET / N o o D.W. �a �' :, _.._ ---'' I I CARPET r� 8-0 CLG. � I 8'-0"CLG. MU) cnw ,6 A O d Lr)o C c i> U, 3i. L--- J SINK w/ ISP ,8 r b CARPET I U'r I TILE - 2" T CARPET r�W w r // / 21'-2" _ 2'-2„ 2' _ 10' 4" = 10'-42' 2'411I 5'-3 „ 0 AV- AV // I TILE �- -- �. , p � CD -j--I-- TYP@1 -I - PAN/ T T00 CID N� -- w zw r ^ 0 STORY ° 36 36 FLATCIL 60 CD ( I I A AC PAD /// I - - - - - ' -- : 0 O ---t�° --- 5-SH r- 1 ROUND LLFIBERGLASS I "' S3 / 111111111111141 I N 16" DEEP H.B EGRESS EGRESS 3 0 15'-10" 0 0 �r HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2' (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 ' (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2950 H6 (`) -1 314" X 9 1/4" LVL 2.OE Fb=2950 H 7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H$ (2) - 1 34' X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X257' S.H. 13 20X38J 182'X37a S.H. 14 20X50 18 X50 S.H. 15 20X63 18JX62J S.H. 16 20X72 184X711 S.H. 11-12 271/4X26 26X25� S.H. 1H3 271/4X38J 26x37 S.H. 1H4 27JX50i 26x50 S.H. iH5 27JX63 26X621/2 S.H. 11­16 27JX72 26X71112 S.H. 22 37 X26 36 X251/2 S.H. 23 37 4 X 38 $ 36 4 X 37 3/4 S.H. 24 37JX50J 364X50 S.H. 25 37JX63 364X621/2 S.H. 26 37 f X 72 36 7 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 4Z X 25 i S.H. 33 54 X 38 J 52 J X 37 i S.H. 34 54X501 527X50 S.H. 35 54 X 63 52 4 X 621 S.H. 36 54 X 72 52 4X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE 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 Table 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. 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. OPENING PRESSURES ENCLOSED - EXPOSURE "C" K-A +29.7 / -32.2 K D +29.7 / -39.7 +28.3 / -30.8 +28.3 / -37.0 +26.6 / -29.1 �F +26.6 / -33.5 EET � SEE SN SHEET 6 MPH ir; 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 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 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 FLOOR PLAN - ELEV-Al CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) j/ q GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: /4"= 1'-Orr (GARAGE / LIVING) lr!jt��o' a�La'a�ge��49�61WtF� 'ems 1T'• �.NS' '•� Q 0. •� o t LO fvf, ff j 16 It t`���N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Res,tlenhal 7th Edition. Engineer"ssignature and seal Is onlyfor the structural engineering portions of the drawing pages bearing Enginee s signature and seal. W Q A O m 8 N J m u v 0 , o -i;m ra * u; w N a a3r-r-� uJw �mq S u u n IrCK Z � m� 00 w o w cv O 0] �mm 4 W Z a ¢IL Ln Q N M Z X t�t �U�vi z W M z � M z z o a V) z Q)I C0 0 4--J V w R lJ -� O cn W o r U ,,, i w 0 • rn , Q c W Mz M Z � O q g U- E z o oo as Z� E C4 I w ? �. X U o a UO .0 O E i <¢ da ao az its a3 to Vi i6 ox J mg O 0E z J �z o< WQ U oEW- C 0 F F C z ~ o �o c O 0 _ ^ ' �1 J M L.L O m (0 of 0 L •C oO T U T a m c (0 T to a = N 0') T C3� •- o LO U T T C� O T ui E T CD d o m z � E o 2 cc FL 0 bi 'ao JOB NO: 21-5014 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES le cn w MEDICINE /// -1 CABINET 00 o� o~ �r LL Q U- 4 o > iv > M 04 co ct co co KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER r HOLDER O CN FIN. FLR. KITCHEN 0 M 0 CV OPT. REF. 0 KITCHEN I i i L- -j OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD 0 z < SINGLE TOWEL BAR IN ROD TUB OR SHWR. Ir TOWEL BAR a. ON BATHROOM WALL SHWR. o 0 VALVES w CD00 2: SOAP , d00 o DISH 4 LO t � co O � r r M M O TUB BATHROOMS. SHOWERS AND TUBS CLOSETS / LAUNDRY O W 4 EO N MIRROR a —77 OWNER'S BATH ylift INTERIOR ELEVATIONS 42" H UPPER CAB IN ETS 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 O FINISHED CABINETS - o COUNTER TOP 30" H BASE 00 LL LO CL O 2x r >- U? OF FRAMING `— M cO 1 /2" GYP BOARD — T FIN'. FLR. ' 2x P.T. SHELVING CABINETS 1'-2" CDO O � CV M ISLAND COUNTER SCALE: 1 /2"=1'-0" �I- O N N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 d/ �Ro w -� ,Zlb Q � J 0 r U C�vs-< P • •.,••. F �O.••,b 0 E 1fd1!li11 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 � lil a n v E oo 's c-i N � J © m J W '- W N �cryo tJi a a QN M V � In fJl Ju-LL aLU Z 0 ii L N — O O N cp 00, J W Z LL ILo co J N M Z pU v'—i In W ❑00 Z N M O O z W O Q J d to N C7 z a C1 o cn - W U OLjj d (V w m F-- J S s ci Q rn � Q 14 O w co c z o Z 0 =o y� o Q O E u W- <= g am pE o¢ �oaz _o ox L �Q ¢ CYWj w `s __ C p z' Y U w O �o z ' >< Q% 11Zj. o<INS z sz °z a � U wLL �o Fr : � tiw. z =3 �~ o cD co ow } of V U3 >Lo O W o r •— a� CV Y > O E3 E N O LO M T OCD .— v :1 T N o z N z 7 E U a E 0 ¢ 16 o JOB NO: 21-5014 SCALE : AS NOTED SHEET NO. 2 HEEL 0 T.O.M. HDR HGT. — TEXTURED CEMENTICIOUS 9 0o FINISH ON C.M.U. (TYP.) F. FL. 12 5 12 5 i 12 �. _ 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 11 011 —----------------------- ------ 4 — -- �_--- 1:1 El El E 171117110 ��' n I III 'JI—I-J 7E] 14'-0" RIDGE VENT ----------------------------------------------------- I 1_01 3'-0" —IH-——-IiF— —�I +F- — —-H-——-H+I-——-fl-H-——-i-H- — —--H----iF---+-------- FRONT ELEVATION - Al 12 zf� 5: 15'-0" RIDGE VENT LEFT ELEVATION - Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MANOR SPECIFICATIONS F.FL. N. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. 0 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. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703,1. R703.4 Flashing. Approved metal flashing; vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711, All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. ro��� ��,�®\`�,�i911i1lllpptt Q _ �0 QFN 5 2 �% 01:,E S S I O r��uoi�tte i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W as v b E � co,N 00 0-.N J C, 6) 0 C co J LL f.L�ut H �r,PLLwa �a0 Q¢� v04 LL airy Z_�v� 0 0 0 N K Q L_UJ ILW Co a O {_' V U-) Cl)Z SQ N 00 Z W ❑�� o Z m w � o d � N cn M � o 4--' LU V O w o Ly N U v c w J — _ E 8 _ 1� aj x U 'a c ¢co �d O w M J a m Z LL a E E z o oa > Q Z� ?� oa 00 Co Q O x° U a� w 2 -° 0 W Z cli a �o r t :3 rts _ Y m� o O Z Z J m° aw fCn N Q � U oao <0 ao =w �k C) C w z¢ a OU3 O O ^ ' �. / O N 12 0 L � o '— ? N O O m C o W O T T � 2 N f T O T E Y T E CV Q d o z M z E Q c c a U � ¢ a JOB NO: 21-5014 SCALE : AS NOTED SHEEF NO. 3.1 O 00 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS M TnINA —_ — `-0" - C EC 12 5 15'-0" RIDGE VENT 12 �5 EXTENDED OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"=V-0" 12 �5 T.O.M. T- - HDR HGT. or -------- -- -- —— — — — — — — — — — — — — — - ----------------------------------------- TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. (TYP.) (TYP.) RIGHT ELEVATION - Al SCALE: 1 /4"=1' 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 7116" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. i P' f V .•,gyp,�O • CO FLO�,• 4, ?OF'essjov Pt >, N 1,11 `'A f/III I11111'1�� 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 - Residenfial 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H � o E Q ex 8 oo � n 6co 0 5 ,n co v L-L * " w r/f u) co LL cc - u LL LL 0 0 Lu �. V Z o -croo i_ 3 '�N(o W c ' OF w ll' Q J W Cl) Z IL �y00 N co ZO U U-i N W M V93 z o o z z o — N M N z CD o LL 4J N Lu O o tl1 L,.,Ln wsa � ti co U • Lu J 3 I = a .F z U o N Lv w or s r`- o CID ¢ w c0 07) J m z 11 co 14E o o }N 4 N Ze z (6 H- 0 0. 5z o. xU &a ovn o z)(6 cljL Z E < E12 G L no Cn C N p z U m g o zz, 'a Uj J m w z" iv 3 8< LL LL g° � F O F =O O w w zl"¢��� o = O 2 Ln 1 rn L (V o r U r LPL Q m W O T 0*) •� O LO C) r r o �— m ;.— o CAI z Z 6i E 0 N a FLU o J Q Q c J JOB NO: 21-5014 SCALE : AS NOTED SHEET NO. 3.2 2„ 1 N N 2" 04 CO 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN - REQUIRED BY r, COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" rIN ^ iw ill CAP 1" RADIUS 1/2" RADIUS 3 1/2" RADIUS 1'-54" 3/4" RADIUS 4 1/2" RADIUS 1" 4" VARIES VARIES i MIS N CAP c� 1" 1" 1" 1" 1'-4" = 0 _ r� t 22" 12M0 " 1 1/2" RADIUS VARIES VARIES rTN 4„ _ rT�r rile 1„ 1„ r 3,17 4„ 42,, Cf � rN 3" 3„ 4 4 4 VARIES 12" 2' 2„ 32" ill, 32' 1" 1" 1, _8„ 1" 2 1/2" RADIUS BASE C4 c BASE 4 , i N 4 y 12, *NOTE: VARIES 8" 2" 3 co FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES EDGE N OPENING a 2" � 6 1'-6" 1" 24 • 1. , 1-1/2" THICK 1-1/2" THICK 0 N 4" 10" SIN 4 la d r 10" 6" 81 -8 SIN 4" 4„ 3„ 6" 2„ 2„ iv (n � CO L 21" 4 1-1/2" THICK 32' r 2'-4" 52 1 5 52 00 N 1, 4„ 3„ (V 54„ " 1„ 12 - VARIES VARIES 2' w Q r I I 22" • VARIES VARIES I 00 co 12" I `IN M 32 3 Q4' KEYSTONE F11 a OPTIONAL ' 4" GARAGE DR. OPENING 4" Y 00 c KEYSTONE F11 OPTIONAL 311 L'33- 4 4' WINDOW OPENING 4" 4' NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" 2: 41 VARIES 2 NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH •FOAM/ EPS MATERIAL IS ACCEPTED 14 1'-64" 14" 12" 5 4 1 12, 54 00 1 " T-8" 4" T-0" 4" 101, 1,_4„ 1Q„ r 0 r- .0 7" iv N (V 1 � - 19 N �s� �Y i� 0?o �M 1" E: 11„ 2 ffs J GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) ACRYLIC SAND FINISH N 0 N O 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Cl aE o � I` x* � N 00 J V O � -0N l.L Lu M H to7r`r� M CD d �w _ a coU_ LL Y d u Z 0 O t@ V �'Ed� 2 O J Q lii IL IL co I Q a a N M Z U Y D O J z U !n W 17-171❑ W z N M 00 z o Q �a J N M z C1 � (D (9 0 4--J � a w y u o Nt ^ w o Wy N U W J ~ E jt = L U N S U o m Q N o1 ti o � J w M CID z Z 2 --1 m E za �0 <" C E OV ?o oa N 0.0 o X U �a w� 00 0 U °o¢ a ww i (6 � c ¢o U om m O 0, z z N L:) J 9 aw m U) rw oaNINE zz gO � � � <g a �w p 21 = A ¢< 10 co o 10 a 0 v oIQ 3 O N > Ln O E t0 W O T U r N Y o O r1 LL 0 m 0 (0 c �4) W N T (a O = N T 0 LO T T O 1— 6 w r o o N Z C3 z E O ilri c d E U J Q t] J JOB NO: 21-5014 SCALE : AS NOTED SHEET NO. F1 1 p ELECTRICAL SPECIFICATION 1s0A/2 LC NENTTERER PANEL C NOTES: #14 copperto lights &outlets ELECTRICAL CONTRACTOR NEMAt 10 #12 copperto 20 amp ckts 159 AMP/ I MUST VERIFY WITH THE 200 AMP #1 3coppertoWH l �AV SPECIFICATIONS FOR THE TYPE 11110 #10--3 copper to Dryer lAV OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER SMOw LOCATION PURPOSES. MAIN O2/0 or 4/0 SER Alu 200 amp r il R a 150 amp UNDERGROUND DisconnLL k KIT POWER CO.FEED if i INTERSYSTEM Bare Cu Ground Y ��O BONDING UNDING WIRE S� TERMINATION PER J T_ WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND tV l (1 250.52 OF THE 2014 NEC. `+ t GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. 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 PqF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F I GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH �� CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX �_o WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) GH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) T© TELEVISION (OPTIONAL) FTV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60"A.F.F. THERMOSTAT �]M ELECTRIC METER NMI ELECTRIC PANEL —M&=L DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN C`j�'? CEILING MOUNTED. LIGHT FIXTURE W/ROUGH-IN FOR G% OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT H.B. GFI DISC. PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER FOR MICROWAVE RANGE HOOD PER SPECS RECEPT, VERIFY METER LOCATION WITH ELECTRICAL PLAN - ELEV-Al SCALE:1/4"= V-0rt cv 0 N L 0 a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the2020 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 Q. v EEo O0 c`M w 00 N m. # O J LL G a) _ 00 --rn00 USU u a H � ti r'� �mv i W04 _ aYn JLLiL a. s (� Z 0 0 0 L uj Wo on00 N MZ a Mtn 0 Z pU v J (0LLW ❑oa 0 0 �R.3, QNQ p Q o CLS LLj O in i- in w O Z 4 U_ ,e E s 60 �z Zty QN zp Da SLS 0 OQ 00 O< N ra ao �z �?z C5 C: mo - V1 =m ¢ aw Z o go a man a. o QE <¢ �� �g d co v z< � 8 .y 0 U) O N t7! m 0 L- 1✓ o r L) �^ •— cu N _ Q O m I_ o �./ E r o r c`a = N QQCD ch r E •.E T It 0 m Z =3 E C) N c a� _j Q o c JOB NO: 21-5014 SCALE : AS NOTED SHEET NO. 4 4 I I ZONE-1 I ATTIC SPACE 2373 SQ. FT. I �Q I � n. 0 W N I LH I I I I 5:12 SLOP I I I I H- I W > RIDGE ONO-- I 011 .12� SLOPE 14'-0' RIDGE VENT I Q I 15'-0' RIDGE VENT I I RIDGE I W a- I I tV I [n I S I I I I I RIDGE o I I W 0 .J I IN T d I I M I I !! �! �!!!! ��!!! �� l � !!!!!!!!! ! l ems!!! �•!! � l � � �� r� �.�!!! 1-�..! l � � � l � � �!! l � �� � l ROOF PLAN - ELEV-Al_ SCALE: Y4"=1'-0" ATTIC VENTILATION CALCULATIONS - Al (TRA Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1i150 of the area of the vented 1/150 Rule 1/300 Rule Ridge Off -Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. but no more than 50% of the required ventilation is provided in the upper portion of Req.) (Ft.) the space to be ventilated. Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by gave or cornice vents. ATTIC Provided -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN'" SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper (Values to be verified. with Manufacturer Speafications) SQ. IN. of of vented IN. of of ventilation. to SG!. IN. of SQ. IN. of Ventilators OFF -RIDGE VENTS - 138 SQ. IN 4F NET FREE AREA /UNIT ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) .SOFFIT VENTS - 7 SQ. IN. OF NET FREE AREA / SQ. FT. required soffit by upper •STUCCO SOFFIT VENTS - 126 S0. IN. OF NET FREE AREA / S0. FT J To the best of the Engineer's knowledge information and belief, the structural plans and. specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing' Engineer's signature and seal. h s � cA CO) N � IF � LL 7 ti7 n0 N �t LL W a N Qcjmpv cn r- N �° LL W a.Y c d 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 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB 55'-10" 8'-6" UPPER 113 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 6'4" 6-0" 6'-0" 6'-0" 6'-0" 5'-2a„ T-11" REINF. SEE PLAN.— FOUNDATION PLAN TYP @ 1 STORY U.N.O. 3-0"LU �� 4, w AU) n S3 H.B. OP r----------H— --- �. ° -- -- — -----T — -- BUILDER TO 1--- 2 #5 REBAR ( } 4'-0" 12' 1„ : W.H.PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL O 0'-0" :: PROTECTION WHEN REQUIRED ■ I I ; PER FBC 35 4" 20'-6" 3-1/2" MIN 3000 PSI CONC. _�, cv I SLAB FOR HERNANDO 1?-_ I: K N 1 J cn r : I COUNTY ONLY • '- S3 S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'-�a" ' 4'-9" 4'-10" I VAPOR BARRIER EDGE OF SLAB 2" - ■ • I CJ ; ; 1 J' : BEYOND WALL CJ I io o) 1I 1 Law 5-3" 1'-10" 3'-6" r I Q I: 0 0, cli (2) #5 REBAR VERTICALS w/ in ■ _ .—. — — �o — � ; PT. EOPT-:' CELL I I I -3 1/2"FILLED 2'-6"x2'-6"X1'-O" FTG G _ _ :: ; W/ (3) #5 E.W. S3 T-5" SLR 7-1 . o. (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" r AHU I I VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A `� CC r I S3 S3 :: FILLED CELL I _ oa / ici CJ i / — — - Q r I 25'-1f ref g_ ........------- 44 f 2'-6"x2'-6"X1'-0" FTG r! r r W/ (3) #5 E.W. (2) #5 REBAR INDICATES FILLED CELL w/ 3000 PSI I i r I PROVIDE Y2" x 9" " CONC. GROUT FROM FT. TO BEAM r RECESS FOR FRT. DOOR SLOPE S3 �� LO VERTICALS w/ in / W/ (1) #5 REBAR VERT ABOVE HVAC CHASE SLAB � r r TOP OF CONC.1 PAVER T BE 4" 4'-0" 4'-4" 4`-6" FILLED CELL TYP @ALL PLACES SHOWN r %r BASED ON [■ 0'-0" BELOW FIN. FLR. / ■ ....... . : ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I r i LOCATION ......... ... ..... ' . ' .. . ' ' :. :::. :... ...... - W/ 25" EXT. ABOVE SLAB "GRADE 40 r " ' " " ' " " ' STEEL" ri` ; -----.------� 4'-0"lo / ✓ / 16'-10 . o 144" _ STEPS AS I PROVIDE 1 2" RECESS v REQUIRED PER FIELD I FOR SGD. REFER TO / KITCHEN ISLAND MASON'S SLOPE FOR / ' OPT. ..::..... ' ' ' ::.'.'.... LOW WALLS ici 10' . I CONDITIONS WIDTH / f/ : ■ ✓/ CJ (------------� CJ REF. : ICJ- CJ-Ij1j ■ - - r - - - - - - - - = _=_- _=__ CHASE TO IS D - - - - - o TYP @ 1 L r IF I I I r� I I I 1 .: •o DW .. �� t I 11 1111 STORY U.N.O. - A o o I1 .. 1 : - ::OP LID`t• LO / / SINK /DISP -3 1/2" r/ r/ I ! I 16'-0" 2�-9a 6'-10"C]I 11 0'-0" ■ I I • I II - .. .. TYP @ 1 STORY H.B. U.N.O. S3 10" L 2'-10-:' L 5'-1 FOUNDATION PLAN MONO - ELEV-Al SCALE: )/4"=1'-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" ` #5 CONTINUOUS • ,. REINF. SEE FND. FOR QUANTITY ��'"`• "' #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. , .. ♦ :' . , .: r..• ♦ + �r *"Alternate: The reinf. bars shall be Cont. around corner by cold ' ,` r •. 4 - • • • �" • �. bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 N N 10 A tale. P J �i. C ��i A ,� '• .......... !� To the best ofthe 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 Q C. E S O M CJ d 6 m uL M cnNC) LLatua Q _j- a 0 Z_ �mY o1 im =...� N � K JO W W Z ILW IL a a Z N m Z rn O 0 J W ❑ ❑ ❑ U 1 z No Z °Dui z o Q C- (1) o LL LU � a V �pp — O LU p U _ M 3 V} z s U o � - • 0 M W rn M z 2 ZZ_ 4 E o coo w Z �® oa t— X O U O O CQ as a z a o Qo O1 a J C U m� o Z LL QJ J ¢ w zw Cl) Q aw o aLL zz Qo Low W 6. �- o aF yo c �Y OR a 3 .2 Q i L Lw / O �`A, (D LT N L 1` Q� =p T •— a� N _ ,�( Y o C) s C m 0 C0 W C •� E N o Lin- 0 Lf) E E r z z E C) m a E c 0Q JOB NO: 21-5014 SCALE : AS NOTED SHEET NO. 6 RS H ENGINEERED OSUUCTIIONIS CLADDING WIINDFPRESSURES AND FOR MEAN ROOF�HEIOHT :5 5 ftND VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft. AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 49.57 49.57 10 I GAEILE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 -- ----------- --- - ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O,C IN FIELD �� r, ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD a ROOF SHEATHING: SHINGLE: Y/16" EXP. 1 (2Y16) or 1%32" EXP. 1 03"16) I I 1 TILE: 1V32" EXP. 1 (33`16) IQ I I I I I I I I NOTE: 1 I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/8" x 0.113") NAILS/ r 3r I Q I 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 19/32", SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (2%" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. T\Irl /h\ UPLIFT CONNECTION CROSS-REFERENCE MARK Q SIMPSON STRONG TIE CAPACITY FASTENERS CONNECTOR SYP SPF USP MANUFACTURING, INC. CONNECTOR CAPACITY FASTENERS 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- 1 Od 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 - 1 Od x 1 1/2" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)1 Odx1-1/2" HTT5 5795 5/8" ANCH. /(26) 1 Od x1-112 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" x3" 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 2 112" 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 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Old x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4"x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "I HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-1Od SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1 Od x 1 1/2" 1 HHCP2 680 1 570 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 REO'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0 128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH E+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2PT. 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 02, (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. R 2 PLY CARRIER x CONT LEDGER iILL LLI 13 0 n I"4-1 co co I (D SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4'=V-0" :� . s GIN 6••': �" r �c, SS4011� 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 Cade - Residenttal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages. bearing Engineer's signature and seal. H F• Q �o Epp C0 U 0 °o w q GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACl 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved it coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load Safe vertical load + Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS IIIIfill / �• i. I •E FORM & GROUT SOLID N'k /v �! 0 0 0'♦o t _ N 8F8-1B/1T 8F8-0B/1T '8RF6-0B/1T „r. Q N W m ! ; \ K • o o 0 0 ° � '•. Off; a- 2 ,: 8RF14'-1B/1T8RF14-OB/1T 8F16-OB/1T 8F16-1B/1T �' 8F12-1B/1T �5 BAR GONT.4. ♦ ,. ,� O . `a • o O k "T LINTEL DETAIL 11141 9�FSS10��`� `+ W. .. SCALE = N.LS. %�IiI I � �1 ��„I,! t ,t: t r tI •: +�, f r .f t•, 4•♦ trr ML , t � r rtr , ♦ , • , • ♦' y. , •,. i,t�OL `t • , t♦ rt• t • t • . •. •. .. •• r r O 5' 4" LL I U;OL I Uor-3 0 E MIN. To the best of the Engineers knowledge information and belief, = O O O O V00 O O ♦ O O O O O O U O O O Zit O O 0 O O O the structural plans and specifications contained within These rY 8F44 1 B/1 T 8F40 1 BMT 8RF400B/1T 81`321B/1T 8F320B/1T 8RF301B/1T 8F28OB/1T 8F281B/1T 8F24-0B/1T 8F24-1B/1T 8F20-16-2T $F20-113/1T 17'-4" LL drawings comply with the 2020Florida Building Code - Residential 7th Edition Engineers signature and seal is only for , g C O the structural engineering portions of the drawing pages bearing ,. J rn,•,' Engineer's signature and seal. • U! TYPE DESIGNATION #5 REBAR AT TOP F=FILLED WITH MIN.(1)REQ'D ALTERNATE POWERS a o N 8 v GROUT /U=UNFILLED Cb a O CLEAR STEEL LINTELID H -�c LL w a c R RECESSED .: ao ti # w ,+ _ v QTY. OF #5 e a n 0 u) m y a 1 iE REBAR @ BOTTOM LU OF LINTEL CAVITY a .M.U. #5 REBAR AT TOP a _ of 0 4 w e° MIN. (1) REQ'D ° 1-142" CLEAR LL a < _ Gt �• Z _ 5 o I•., o O F J tl Q z �► mao> � p ySY jl J Ci Q a d' J ":1 8F16— B/1T a 1 .. W a�rrn m m d = a Z Lo N O Q Z11� 4 a n GROUT D D m Z Q? O F J D Q °� Z Q U U J U) tNOMINAL. QUANTITY OF a �C.M.u.r 5REBAR AT =�u)W ❑� W E WIDTH #5 REBAR AT < O BOTTOM OF a vo', z F M TOP LINTEL CAVITY w w O co NOMINAL-o "*—BOTTOM it u m Z \ a 9'-4" LL HEIGHT. REINFORCING ¢ Q (7 Z 7-5/8"ACTUAL o LL •: N PROVIDED IN Z — o w u, p 8" NOMINAL WIDTH LINTEL ¢ _' (3 3 g #5 REBAR AT BOTTOMD `a (VARIES) U) r5 T Q n © °, ° AS INDICATED Z ? 5'-4" LL 5 -4' LL a MATERIALS 16 GAUGE POWERS c . cTf p�f1mtels = 3500 psi. STEEL BOXED LINTEL v 2 fc prestressed lintels = 6000 psi. v, t/) Z 3. oute 4. maximdum 3/8" gg ego oper ASTM C476f and 8" to 11" slump. � - i POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN c'Y minimum net area compressive strength = 1900 psi. l 0 1Refer manufacturers specificationsfinstallation. . eer to manuactures or 6. Reber per ASTM A615 Grade 60.0 o Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. —i Refer to manufacturers specifications. 7 270 low relaxation. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. C tv 0 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top% r0 see lintel plan/details for bottom steel required. .— LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to j applying the cementitiuos coating. See contractors specifications w LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS g' p i— — E l to APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR r $; I m APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)o 111 I a o vz Q s E �m E � o 5-10" LL c N o 6'-6" LLa t z Z @ Eo aR Q 0 oa tco go C U U E F ° Ov L ¢ Q D m Q° �J LINTEL PLAN NOTES: - r 2 Do oW OY to J Qm Zz 1. THIS PLAN IS TO BE USED FOR STRUCTURAL 2 - Nz INFORMATION ONLY. _ _ q� 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE cD o- a TO BE ASSUMED TO BE 16" MINIMUM DEPTH. F F M. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED 4'-6" LL 4'-6" LL C:) BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE > Lo COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR i COORDINATING THE PROPER LINTEL HEIGHT. o r 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE Y o p DEPTH MAY BE INCREASED IF REQUIRED FOR o C0 PROPER LINTEL HEIGHT,G.C. COORDINATE. �- /�� m 0 r'` E r d- r � = N L j POWER STEEL LINTEL IS AN ADEQUATE oCD r SUBSTITUTION ALL LOCATIONS UNLESS Z NI 15 NOTED OTHERWISE AT OPENING LOCATION c E ov a 0 -.1 ¢ o � JOB NO : 21-5014 SCALE : AS NOTED SHEET NO. m LINTEL PLAN - ELEV-Al- Q3 8 SCALE: Y4rr_1 r-0" v r;n 3 S rn cQo L c v `D O CD I i x Q CID 0 L 0 0 0 L0 I i to N a v S rn 3 0 a rv- CD E L a c c a� t.Z 0 U E U I y 0 d 0 0 J tZ LO a 0 N 0 .a Q m a v cn NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION, ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHR0MATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESID ENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C, MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ•D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1, GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM)MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING IN AN INDIVIDUAL FIXED 0 OPERABLE PANEL ADJACENT R I R N L A JACE T TO A D00 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. T 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 WALKINGSURFACE. INCLUDED ARE STRUCTURAL L S N 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 THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION 1. 1, 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530.16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1 3 . 1. THESE 'E THERE SHALL NOT BE ANY DEVIATIONS FROM ES 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 AND AL FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A 00 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 TOPCHORD: 7PSF 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 : 4Q 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. & 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 U240TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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: ASTM A l / A 1 M-12 MIN. GRADE 4 f= 40 Ksi 4. 1. 1. REINFORCING. STEEL SHALL BE S 6 5 6 5 0, y 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-1-P CONCRETE FORMED AGAINST EARTH: C-I-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. 2„ 1 y2" X" CONCRETE TYPE MIN, 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.C. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3, 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5, ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO IN AND ALIGNMENT E TO BE IN ACCORDANCE INITIAL SET OF THE CONCRETE, SPACING G ARE WITH THE DESIGN PLANS f U.N.O. . ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2• FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.LS.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7. 4. STEEL TUBING ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB', OF ATHICKNESS 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. F MITE R FLORIDA BUILDING CODE 7TH EDITION 2020 ALL SOIL IS TO BE CLEAN &POISONED OR TERMITES PER 0 A 0 ( ) RESIDENTIAL SECTION R318, 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1' 0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitous 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. mBust be 3 moved be�ore exterior soi�rtreatmeniar along the foundation perimeter 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE, FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/8" DRYWALL SCREWS AT 12" O.C. FOR WALLS, ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C, AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. •' ® • �� •i Cr' U V C._ N J N0 F O�� �f A � ofi •• r fill To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q vEE oo p 8 N J U7 7 � W o �, a- a N a _ to r� � ° �mq a vs � ,a a a. w J -� o Z _°' o L. .c m p. O. ~ N Ctj = 0 J z , S2 0 N co z aa .. QIL U 00 U' h Z W �F-1 I z N M _ O 0 0 z � � z o � Q J N M z U' Q1 C6 u-r .W U /� V w o C N u06 U w f- E of°. _ � v U a w C N m OJ 0 .O O r• e 0 r__ o w m o a U_ E n ¢ QO <N Za E 8 (6 2UU ❑o Up Z 0. O E �¢ q �Z. a Z Z. � L ¢ o m � N_ o� - rr Z ow Z rn - i a z 0 Q �o Q U Nw Cj _ >° o w _< o Q > LO rn C� L � O r C) •= N O 0 m Q0 C O T o r c`a 2 04 �! T- T cp Lo LO o d r ca N O d' o z z =3 E c) (n a 1° a E U _j q p c JOB NO: 21-5014 SCALE : AS NOTED SHEET NO. S N 3 v N No 9 J L0 I m W CN 0 0 J I i Q CO L it -o r C 49 0 a E a O c 9 LZ c U l 'o O V J LZ No LO 0 0 0 N ai .7 m 0 CORNER OF HOME GARAGE SIDE Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 woad panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x_ lumber Doublet x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) k Filler blocking x ,F 1/8" gap—i -t NT r o FILL CELL STD. 90° HOOK BOND BEAM I SIMPSON MGT t w/ (22)10d w_ NAILS TYP. �GIRDERTRUSS CONT. #5 CONT. #5 > STD. 90' BAR 2X TOP PLATE BAR HOOK #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMNA'DPLYWOOD FLOOR SEE PLAN FOR REQSHEATHING COLUMN AND PER PLAN CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # 2nd FLOOR U STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S, 1/8" min, 2" m x ) Small gap 2" min. a . 4 max. 7 _T 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING f`' GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION -Undergo floor co. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 1 Fnnth SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building �1 code for appropriate /16" details in One 10d box areas=20 of high or 20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H �� H C G 00 0 5'-0" ¢ - STUB -OUT FOR 1'-0" o o GAS METER O o to O F. N o • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY`* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 1 U-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" 0.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2 X 12 24 0. C 1 5 -4 1 SIMPSON HTS20 OR 3 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash black (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. `� Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST O DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 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 Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate BCI5000s� 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d-8d _ BCI 6000s® BC16500se 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 1 ' 2-8d 6-8d BCI60so 11-718" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s@ 11 -78" 3-16d 3-16d 14' 5-16d 5-16d 16" 6-16d 6-16d J 5/8" 0 THRU BOLT I.0 SIMPSC w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION 11111 . beam below Load bearing wall must stack over blocking and wall or beam below.* ii Joist When joists meet over wall, provide 1 314" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — �= A 1l" ROUND HOLE MAY " 6," 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" 8 V-0" 1-T' 1-2' 1'-2," 1@ " 1'-3' 1-7" l '1l'a' 24"" 2-9' S" 2, Ss 71 _ 16.101st 12 1'- ' 1""' 12- 1- 2'° 1!-3' 1'-9' 2'-4" 2-11," 3/-� ' 4' 2' 4-9' U- • 2'-6' 3-2' 3'-101' 4'=9" S'-7' 6-4'. Z, 0 tt3 1'-9' 1'4' 1' 2' 1' 2' 2'-0" 3�' 4'-U' 4'-10"S'-1 E„ 24 1'9• 1'-1,. 1'-2. 1' 3" 2- 3-7, 4-9- ' ,13,,, Z-2" S'- 9?e. 1td ' 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. f 7. 1f ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1 z" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9, THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Joist A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -1 11-1 11-1 11-1 11— Nail with 10 10d nails. =1 I I III-111-1 — Installtight to top flange. SLEEVE THRU STEM e SEE PLAN FOR °• a . • , . •, FOUNDATION INFO 4 4 STEM FOUNDATION rGRADE —nE161C aCE nr nr,r 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 o� e I -JOISTS BUCKETS N.T.S. /-vt-, unmolz % rvt, 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. o LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 112" ° 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 q 4 a `PVC OR SCH40 SLEEVE r—PLUMBING LINE a 4 • a • 4 n SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'4' CENTERED @ PIPE PENETRATION _N SEE Fol ND. PLN. SIZE &REINF. PVC OR SCH40 SLEEVE PLUMBING LINE da °/ as G _ I U ; N 0* N= 2' ••......... V "FS510V, ,�?o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Lo W , E 10 n "D o8 N o cv Loa Q o] ti w a N � r` r L W N N ) a o� Z O r 9 W N (p SY O J W _j a Z oo Lo M Z K Ln O LL IL a ZQ W<UJN Cal z N M S z 0 cs ,n - N M 0 v o +-� N Lu ,, o © C �a Lnw last v 6 „, m pEo t t i,^ L � U o y o �z M M < o z Q � E E Zo oo a� TN aR z® ❑a H 06 a� D o °a z CD N � a z o Q w z _ L � U)C o orz m o .1 z C: N J "m ° aw z v> a i? o< ao 1w W U <o ao _ 11 — f< a a 0 a w¢ d°x - zl< o •2 _ LO O ir; 6 IT m c� L � a r U r �1 Q Y o L C) O ^ � L 0 W 2 04 O lf) r= r o d r ai E ' r d o ca z 7 N E O z c a c Q o JOB NO : 21-5014 SCALE : AS NOTED SHEET NO. SN 1 o, 3 Q C) CD 0 - J d- LO I Q r C v S No J LO 1.0 0 Q P� C o_ Cn E 0 c J LZ o U Q U 1 i 0 i 0 J r7 0 0 0 a �o 4- 0 .o Sn Q 0 rn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU V 2x BLOCKING HORIZONTALLY@ 2x#2SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOFNAII_S T R R FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r I-1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE.,, TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1 4" DIA. X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP:) WWF OR FIBERMESH MOISTURE BARRIER Q e SHINGLE ROOF, SHINGLES TO a . BE IN ACCORDANCE w/ ASTM El I MI 11=I I 1=1 m ° 11=I I 1=1 LEI 1= 9 I-1II—I1511I I ° I IIITIII—II1=' - D7158-CLASS G or H, or ASTM 11=I11-111=1 11=� D ' I I -I I= 11=111=1' D3161-CLASS F, IN ' 1—I I —I I=J ° — —_ ACCORDANCE w/ TABLE I : �11h1 I =1 I I=11I=111=1 I I=L=1 11�111 l� R905.2.6.1, FLORIDA BUILDING -1I II I I1=I1L=III=11I �=I1I 1111i,) CODE 7TH EDITION (2020) 8 I �� 11 II1l11 i 1II I II II i 11- RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG"'� ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/$" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL SEE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD - U.N.O. 1 #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC, SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE F 00 6 MIL VAPOR - BARRIER , ° yr 4 111 I l 11= COMP. SOIL. a (COMPACTED TO 95% =1 MODIFIED PROCTOR III I I1=111=tI I1I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1' 4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS —Y z SEE A/S3 OR J/S6 sl 1 111T-7,1 1 1 i 1 T. FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)) GARAGE DOOR SLAB RECESS ("i .1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UPLIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS --� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD 5/8"' x 10" "J" BOLT @ 24" O.C. W/ r 2" x3/16" PLATE WASHER (TYP.) ELEV. V-0" (ALT: 112"x12"TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR ° d @ 24" O.C.) 211 d a Z 3 1/2" MIN.V. 031/2" ELEA.F.F. o � d 2x4 CONT�/ 2 ' d Q d o Q g q d a d _ • 7v*1r 7/17 TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH EACH END (WHEN PARALLEL) a „ , „ (U.N.O.) (OR � GYP. TYPE X @ GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT - ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ - NOT EXCEEDING 10'4' (R302.11) 2" x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE - STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT - 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 211- 31/2" MIN. : d ° I I — I -T— =IITI1 _. II 1/2"(min—I —I I rARAGE DEPTH VARIES 3 °—1 1 a _ I I11 I 1 I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P,T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED G RADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 6x6W1AxW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° ' GRADE 00 _ 'I', —t i i—i i t—ITi—I 11-1 (1) #5 REBAR w/ OPT. 11= 11— 11=1 i 1= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 —i r O.H.D. RECESS _I I rlli - i • ] 0? III111 11 II11111' SEE A/S3 OR J/S6J -1 i i i 11 11 `l l l„ FOR REINF. INFO. 3" MIN, CLEARANCE 1'-4" (1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESSr —j SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" R302.11 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3116" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E b C D M — — _p. D , 6 MIL VAPOR BARRIER i 1 I III 1/2"(min.)- 4" 4" 1,_4„ 8„ U.N.O. MIN. TYPICAL BEARING WALL aC� STEP (a SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" StiC��ti 2x STUDS @ 16" 0/C ,0\xl S INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 3RD LAYER 1/8"THICK. (0) K.O. BLOCK TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS, 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH t, b a Y =00 II 31/2"(min.) =4"=1_I1=111 IT_hT I I li' II 1 I T 1=1TI=1 1=1 T I f l I (2) #5 CONT. IT►111T1_TI, �I 4' -4 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP 124" M. LAP] #5 REINFORCING WEEP SCREED INSTALLED11­BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °° 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] - =I1=I I — °° R 17/8" —1 I �__ _ z r #5 REINFORCING BAR -T I1��11I-i T #5 LAP SPLICE COMP. SOIL. (COMPACTED TO ' -1 I ° 95% MODIFIED PROCTOR ASTM ' =T I I 1=I IT= =�—L- D1557) -1 t rr tif�T 1 i 4" 1,_4„ TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 20f HOLD GYP. BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALA� a INTERIOR -3 1/2" ot C ° a • • N CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE 4A c F- _ — — N ' E—"ill—. 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NOWBRG SCALE: 3/4"=1'-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN /CONT. BEAD SEALANT 6x6W1.4xW1.4 N ' '- WWF OR FIBERMESHco v a K S3 V 36" MIN. LAP [36" MIN. LAP] 10„ xx #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 S"E.E PLAN FRAME -DOWN FALSE BEAM w/ (3) 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX SEE PLAN FOR � TOP OF BEAM (2) HTS20 — Q 2x4 P.T. PLATE 7/16" O.S.B. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FLR. Z cn 0 Lu Q � > w w o w W U) SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE W C J I— D W 1—III-111 II —I_ ITI= ° (2) #5 CONT. I I hI ON T' CHAIRS (TYP.) 8" 1'-4" 1 /2"(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24" O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 WWF OR FIBERMESH, —ITT Tf-1 I f- I TR=�= r TYPICAL INTERIOR BEARING WALLUPLIFT w/ U G SCALE: 3/4"=V-0" S3 VARIES 1 1/2 RECESS FOR 6 x 6 W1.4 x W1,4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS CONNECTION INFO; ° e & LAYOUT DESIGN - a a I ((I I11 I; T SEE ROOF PLAN00 c FOR STRUCTURAL r BEAM SIZE & N CONNECTION INFO III- 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 -I� ' t, MIN 7/16 O.S.B. SHEATHING 8" JL ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS 6@ S.G.D. rM SCALE: 3/4"=V-0" SECURE 2x4 P.T. BTM. PLATE w/ x3" TAPCONS MASONRY WALL AND AT 8" O.C. PAD FOOTING TRIM PER PLAN 8" MASONRY WALL -1 EXTEND FILL CELLS = TO FOUNDATION PAD _9 SQUARE CMU BLOCK BASE, CONT: FOOTING STEEL MAT REINFORCING. `CN ' SIZE VARIES PER PLAN M W/ MIN. (2) #5 VERTICALS 0 GRADE— — a a FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) c� ,III=I I • =I 1 III -I -1' z = I —I —I III —III —III —III w �- f- �' I-1 I III=1 BRICK PAVERS or SLAB PER o n 1 I= ! • 4 =- =— 11 z COMMUNITY SPECS — — — — — — —I —III III I I I III —III— -FOOTING -I L 11 I=1 I I I i I—III-1 I I II I-11 I 111- c� I 111TL1111111 IT1-I II-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 it/ Qj� iNl� ✓�I R�,'•\\1 Of . ""•• .1 '� "". i+%!//! s S 10 14 �>t 1% N1���� 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. NCD W F 4 v E o pp p N U N J (A 0 N p �1 CO J LL LL W 0 I 7 l7 aj CNi v a Y J LL U- U) fi LLI � Z_ r@ 0 W��6j°' jNCV U7 LU m 0 --j UM Z w �- o N a z N co Z 0 3 < O U U � Cn W Z N M 0 Z � N Z o a V I — M N Q1 Z -0 - 1. U —� O g V) c M U LU J m n m MIDI, �m ti co W cm co a a z a E 0 E� �o 00 > GN Za 0° O E CV � &¢ a p woo o� Z �W L ¢ o w �m 0 ZFr co �w 1z co v 0- O2 a< LL QO w bLL j W S � >0 � St �, za a 2 O > Lo O N rn L � (� 0 r m N _ Y O O m � co f C VI y Q C:) T r r N o Z co z O In d U J Q ❑ J JOB NO : 21-5014 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/(3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" I I SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE Zx TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 112" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ HEADER FLUSH TO OUTSIDE OPTION WALL ❑ ❑ FACE OF BLOCK WALL IS 2 1/4" 11 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VA(2JE5 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 X 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4. 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCKalp— KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN DOOR OPENING DOOR OPENING `/ ■ ❑ ❑ EXTERIOR WALL CLEAN -OUT A WALL ■ ❑ ❑ SCALE: N.T.S. S4 ❑ F111 ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D "4,)SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a d a d ° a ° d I 8" STD.90'HOOK g° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION rE4� NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLYABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. �3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4` FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J Q -;z w 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d SCALE: N.T.S. s ° POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 10 T/1 r S4�, Ohl 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP 'a iARAGE OOR vvvn r nrti.r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 �- — FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. OO SIMPSON HTT4 TYP. Op �R FANG U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER] RESISTIVE BARRIER_/ TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS ' BLOCKING W/ 2-16d TOE NAILS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD a-2x TOP PLATE2X4 V2-16d PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" IL NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. P.A.F. NAILS OR IN KO BLOCK AT EA. STUD IN MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _____K SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -/ I� NAILS TOTAL) EA. SIDE OF A&., SPLICE STAGGERED • . 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+ F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE d TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS SIMPSONSP4 LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. t & NUT OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE /— 2X BLOCKING d I � 2X8 P.T. BOTTOM P ATE 5/8"xl0" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a / a ad 2X6 P.T. BOTTOM PLATE UU 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" WITH O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" 0/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R SCALE: N.T.S. ti 3 8 .......... v �1 �4 U No OF � 1 o Q . •� ems, R ...•• fZ�E itl1�►011 \,-IN\` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W 4 � E o o 8N 0' a N p m m LJI. ac u` w N � ,n oa0o U)r`P o 3333 L w a a a J mr>v u_ U_ 3 c�ann a L 5 Z L m 0 O 5 W�2pjO' aw a- 0 Z LL co N z ¢ a a a- cn 0 C) Z 0 0 W ❑�� z N M o z IR r v1 M z v0 a--+ W C' U �0 N L o LU — � a = L U p N C Cn w �Q ti o w M M U_ ¢ z 4 >� 0 a j O 8 o a _° Fes- o E O fo xS 4¢ z ¢o a �a az �ui N L Gp m0 w � Y U Nm o z J QW g co 2 3 a q � zz S OF O LL = Y v W M r °� O > Lo O N rn 2 to L � a r 0CD r N Q U 0 CDC c 0 _ d� r qtT ca o _ N r UQ Q o �- r E E 'tz° Li Z E O a E U -a p C JOB NO: 21-5014 SCALE : AS NOTED SHEET NO. S4 C L N 0 J I i 0 co L v a LO J I i C L i F�- Q 0 a rt1 E 0 x J W v LZ E2 C) v c0i i 'o i 0 0 0 r Ln L a? 0 a Lo -o 0 .o Ln v [ra SIMPSON HGAM1( W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (z 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE -[RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CROIS BRACE SCHEDULE FOR APPROX. $" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#21" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d Ir „ 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/ (1 Q) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 1Od 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 7116" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/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) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS MAX 9„ IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, NAILING SCHEDULE FOR SHEATHING IF >9" SEE 1O/S5 DETAIL DOUBLE TOP PLATE 2"x4" CROSS BRACE / 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O,C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1 THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C INSTALLED PER MANUF. /2 x 8 J BOLT @ 48 0 C WEEP SCREED FROM EA. END TYP. TOP &BOTTOM SIMPSON HGA10KT w/ 4 1/4"x1 112" SDS SCREWS TO 48" O.C. BLOCKING, FASTEN WITH ( ) "" " " MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 112 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12w/(7) ALTERNATE SIMPSON MSTAM24 w/ 7) 10d NAILS ( NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR Z, X-BRACING, AND TOP N co``' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES �° 00 1 112 0 1/ '. 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM •2x4 RAT RUN BRACING x RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT wl (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ 1 ROW O (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 @ 48" O/C FOR THE • (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" 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 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL " ! GABLE TRUSS WEB SINGLE L BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48 0/C GABLE TRUSS TRUSS VERTICAL @ SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION("4� 16d PER SIDE. 3 SECTION SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r WOOD TRUSSES 'L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION ( ) 2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� SECTION g 1INIMUM 2x `ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. TOENAIL N (2)16d NA 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" O.C. ALTERNATE NON -DROP GABLE END DETAIL ("l0 SCALE: N.T.S. 55 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 I II.°a II J II Ilm\ if II I� II° a Il.` II Ila �CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. 55 MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w \-BRACING W/(3) 10d x 3" AT Ty 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 74" (U.N.O.) "L" BRACE 24" 0'0" - 3-0" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KTw/ (4) 1/4"x1 1/2" SIDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) LSTUDS @ 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 LE TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LU CORNERJACK , a Q _ -� LU z a C� HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. W Cw'1� " v o O z O lL LU m - < 9 o — — — — — — — Q r Q Q — — — — — — — Q to- — — d U-i 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 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION rrrr,O/z . 6'gO N °•�`e� cc p* _a. s ; •. L p ..�..• •,: ,���,'�r'rr ��tti���'�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W// 'E O co O � 0 00 N -1, � uj U- a Q JU.LL a warms Z w Y Dow _mo '� N CO d' © J W 02,;; ¢ Q IL Z m N o tL N coz j a R u_' o OC> Z ¢ U W � o � o J � a. ti V) z (D 0 4-1 N ,,,ti Y r ' � .m O w o un S _ v m W c� o W �0 CD co w M z o z a J zo ¢ N Q o E U w Z ¢a owl H 20 a 00 °< N L wo <O �mZ mg o o, w CO J a ° < zz 3 g� ao N U 3r ,! _ ~_ CY o Xo O [fl w4 z ¢ a= � 0 a .0 O E2 Lo/�••� W V ro m to G L � W 0O r U r Q Y O C) co N 2 N ' O L\ O Ln r r o b r Qi E w T 'E Z E N m a Eai U Q p 30B NO: 21-5014 SCALE : AS NOTED SHEET NO. S5 Q m co 0 .5, LO 1 0 x 0 LO I i N i 3 Q 0 i d v 0 `o in i t� iv U i Cu 0 d C J 0 CN 0 d 0 rn v N DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB {REFER ix4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN.. APPROVAL FOR CONN. 1 x4 X 4 Etj 3-1/4" LONG X 3/16" 1 x4 P.T. FURRING 3/16" X 3" LONG FURRING TAPC0N8 (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" � TAPCON 16" O.C. & 4"L1111X8 X8 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NAILS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" O 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"0' 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -- 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR- INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW—� ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX r SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK SECTION A -A 8" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TI INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL rK SCALE: N.T.S.11 SS 1/4" x 3 1/4" TAPCONS !LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. s FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK (� FIE rx +5A NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS q SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN ` 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS f JACK TRUSS PROVIDED BY---/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH, DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. • � 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL • REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ; FURROW, MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 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 BL©CK.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. IF TRUSSES USED) W/ (2) #6 X 4'Yz" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C, SECTION @ ENTRY KT SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" COVER 6'-0" ° D P — 1-11 F=1 IT-1�1 LI—I I I11 L p`` e � 1T1 11I�I1I-TI —_ ' ' , , I - GRADE D D o 1- ° Cl) p Z CN • D .. (2) #5 REBAR. MIN. 3" 16" MIN, COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 002"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. #5 REBAR (TIP;) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO R AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED `BTD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO ' *41p* BOTTOM OF BAND JOIST TYPICAL +2" NOTC F,� @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. ` w/ (4) 1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 314" CHE TITEN INTO K.O. BLOCK S FILLED CELL INSTALLATION H SCALE: N.T.S. SS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN nrr •r•smr a r�rr�n. BRG WALL TYPE PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) ALUM DRIP EDGE 2x SUB FASCIA I— CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY' OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3116"x3" TITEN2 @ 16" O.C. WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F) CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE SF01 STRUCTURAL SOFFIT SCALE: 3/4"= V-0" ("*) FOR ALUMINUM SOFFITS>1'-4" < '- REV. 03.26.2021 BLOCKING REQUIRED, FOR SOFFITS 1 4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > 1'-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS,* �X TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL--/ SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'4' 1 * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. G 1 FMGry (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + + BLOCKING AS + REQUIRED TO + + I III Nil+ SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG ( MAX. 4'-0") SECTION @ ROOF EXTENSION r SCALE: 3/4" = V-0" SS QFG CNFFT Ill Akin SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3— - z O 2 U_ O LU J_ I— U U) RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st4 COURSES SOLID W/GROUT a: FOR OVERHANGS BETWEEN OVER 1 1/2" :a CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. A*..:. OVERHAN d 4. d RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 314" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 5'-0" NISH SCALE: N.T.S. y 4. ° ° o; ' : `'�_#5 BAR y "' > p 4 p. 1.0' 's e ° : .. CENTERED W/ s HAC IN TOP o ° KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN i • ° AND SECTION DETAILS -I CLEAN FILL .> e• ° p DIRT 1' z FSOTANDAIRDRb HOO #5 BAR IN FILLED CELL � • �, ,, , � , �i �• \♦�►'• ♦ ♦ter s• ♦ ♦�i. s• \��i '•sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING RENF. PEDETA AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"X5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. $�0 0. aa� 5�P a# � p4t�: F • llllli1111110 00 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. fA U) W �rE rco a 0 oS to 0 CN / a C,6 �7 �p LL 0 f�G°ano� w a N N C, u. 0_ Q J LJL u_ d u i L V -S 0y 19 N c_p O J r o a OD J 0 UM _ a N fry Z K (/? p .. Q Q U z OU urn W El0M a C, M;:: z � o z z o V/ N z 0LU a L/� 1I Ly N v r � '— wa CC3 U a F - J E s CD Q � o N 01 w co M J ¢ 00 z. < E E 8co z ij o0 >� 4� Z� i•_ id o E o ry X OU &a ao <z ° 00 a� �z ww ¢ y L m C:`1 - ❑ m 0 o 0, ai m a W 2. Cn 3 �W oa zZ go LL a Tr 4p �� 0 CD 4F }O ��W < o 0 C)2 = LO 0 a3 m is c� L � a) o r U r � Y O O o CU � E N d- T (D O o LO Ln r Z r C) r ai w r d o Z co z i E O CU co a U ° Q p JOB NO : 21-5014 SCALE : AS NOTED SHEET NO. SS _clof co aV 0 • J LO I i N 0 0 J L I /_ 0 L i m a 0 a E 0 0 J r7 0 U -52 cg i U 0 i 8 J c� 0 15 0 a 0 0 m CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. ODB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -----LWOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL �7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH •}C TB TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7 TRUSS HIP G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 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) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) „ 2x8 #2 SPF RIDGE BEAM • 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FPLATE SPFT OP INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE a 16" O.C. MAX. INFO. ° SECTION @ ENTRY SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS 'IMPSON HUC410 w/ 6d INTO HEADER & 0d INTO BEAM - SEE €OOF PLAN FOR MOI vFO SEE FLOOR PLAN FOR (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE: NTS SEE PLAN FOR CANT. COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO n M-r I n A I t'% OPTION A SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: NTS SCALE: 3/4" =1r -0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABL 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM �f BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. • MASONRY WALL BELOW: SIMPSON °<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a• (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2_'\� SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD -TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 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. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 W/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1f2" LAG SCREWS ATTACH PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH L BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED 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 EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/— Z- (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: NTS DETAILS &SECTIONS t������ o�°°\liNi►ttl i 10 "\T : A Q a '• 0 R?OFE S►O�r OX�\ N To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications 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. to o E co a o co8 �r N O N J u FA C yn cc0 . 3k LL W NJ to r- r,- ° LL W a N My a Y Q a a J 0 zo G N' t0 LL 0 J W r°�rn°' ¢ ¢'t IL a UMW N Q Z) U Q z 0U U� �� ❑CD z N M ao Z N Va Q O Q N W 0 Cz o 4—J cn C6 w 0 C o tlri v W J �6 c o N O �0 Q c J w coz M J o z z 4 00 <a z® E VO (6 w? m o pa V o = U o� o E O N oU ¢ ao ¢ z o &z -z ¢ w <om to U) - v Q �m o o ' � J �z �m z of 3 F o< .. z a° _� Q� o a I w w oz .2 O = :n > Ln m rD L � �O r U r o 0 C m o Cfl N E o r - : c` t �? •— o LO 0 Ln (D w r CN 0 03 z E O a U Q p JOB NO: 21-5014 SCALE : AS NOTED SHEET NO. D 1 y r g THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK EXTREME WINDOW FASTENER 4) SEALANT JOINT OUTSIDE EDGE OF WINDOW BUCK 5) SEALANT FROM WINDOW FRAME ACROSS WINDOW BUCK AND EXTEND TO MASONRY 6) TOOLED SEALANT BEAD BRIDGING CLADDING AND WINDOV, FRAME CMU - MASONRY BLOCK 1) SEALANT AT WINDOW BUCKTO MASONRY 2) SEALANT JOINT INSIDE EDGE OF WINDOW BUCK WINDOW FRAME ATTACHED PER CODE REQUIREMENTS 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure, resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 19 DO NO- BOTTO C1 AAI(_I SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as O in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary r-LMOrnrvU SELF -ADHERED FLASHING DECK JOIST rmoron1INU 2x FRAMEWALL TILE FINISH- 112" DUROCK- 81, CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN a WEATHER dE BARRIER & 2ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING (SEE DETAIL WP07) ED FLASHING >SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING C2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07 E AM1 SELF-ADHEF Q 1'4' PER PLAN 1'-0" PER PLAN SHOWER SEAT a a a SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER LU rn 00 J J Cl O.. W d 4 H- Cn DOOR ROUGH OPENING WINDOW UNIT FLASHING REQUIREMENTS �- SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. - 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER 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 SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, i 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 RIM JOIST 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. I V R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based A I sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 V Q 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 M CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER MJI , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Jim Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and PAPER TO EXTEND A MINIMUM 6" RELEASE ADH SIVEASSHOW ) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 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 subsequent 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5, 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 7" 71 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 PLASTER STOP __1 // CONTINUOUS BACKER ROD & SEALANT A a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB _j SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER I . 3-1/2" INCH FLANGE III THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -0 o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) -- BOND BREAK WEATHER RESISTANT BARRIER - --- SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASSSS� FRAMING SHEATHING AN WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N O N O 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building 9 RY 9 Code - Residential7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Ni U) W aCD"o E c � xt N O N 0 J ® 7 lf') co N � LU 0 US ���� Qj co T Ewa a A L` �N a. ui 3: .L0 J Z Y � O 0 @O� m N co W m O C/5 a ¢ d � Z LLW IL N M Z a N p Z0, V ow W ❑ ❑ ❑ o W NN � o ,J M V) a CD O a--J c;, c' .m 0 V) I to LUWV 2,N � in �.. 1­ �- E L 3 I � w N v o o N 0 Illo o M w CIDo Z Z S z Q Q E oo Za z© CID I_ C Ma X U Q w0 Uo 0 U 0 K 6 a z <o a Z e Y mo 0, Z � mo < ° z aw z rn U3 o a z ao Q Yw U wE <o TK o C3 Q< 5 ;o a 03 F O > Ln 0�: O N 6 M T 0 C ^L, W 0 T > (� r N ry > 0 O o m CD r co O = N T T O LOLO T- .J.. r o r ui r o E E z m Z E O FLU E . � °' Q p _J JOB NO : 21-5014 SCALE : AS NOTED SHEET NO. W P r f, I I II N J�� Irm .. PRODUCT APPROVAL SPECIFICATIONSHEET(2021) February 12 2021 Florida Department of'Busintss $Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel or3 Ni N > L. 0 0 /•� Cade Tyne Version Revison 2020 8000 1 2 3 4 5 6 7 B INahuP6Murar Therme-TUCorpdanan Calegory�Ex[ o Dooro SubCatepmry Sx rrglrg E l for Doa.AssemMies Compliance Method: Evaluation Report from a Florida Registered Archloet or a Licensed Florida Professlonal Engineer Protluc[ Model. Numbafru Name aThemla-Tru Fild-Classle.nd Smooth -Star 1Therm T Fi. ei-Chas isa dSmoM '-Slam a- ru b s n h s:Therme-Tru Fber Classic andSmmth-Star d. Thermal Gber-Classic and Smooth -Star e. Thettrse-Tru FiberClassic and5momir lei f Tnerma-Tru Fiber -Classic and Smooth -Star g-Tnerma-Tru Fiber-ClasslcandiSmooth-Star h.Therme- Rber-Cal er - or - _ CarrleM Enpineer&ucanse YalWatedavValtlatetl SaeJaspesa yndonF.SGmdLP.E Ryan J.King, P.E. [B001843-7628 PE43409 C813)'7675555 ajflspersmn@ihsrmaW.co m Carl It, Assurance Product Descnpiidn Cornract Is Meerlon Date Naidnal 68#39'e&gcmYImpacl8quot.Opaque iZ31/2021 Composna Edge Pharglass&Inglo.Door {Inseingocuril ng xcrnAgurmorl Nominal 8$AM,,8 :N ash uo1-0 u.e 12J3/f2021 Cmiposte F-dge Flbaroas. Singe Door-,i'IN configuratonswingmu(swlnO; Xo. S1X or GXO configurations) Ims) Nominal 68#398&quM lope t8quol;:Opaqua 12131J2021 Composite Edge Fibss erglaDouble Dow wIth or wQhpatSdeG d r,in�G55v,ng:XXprGXXD smfgu attonal N4nircaL 88#3flO8godl pGBq oi;.Opaque IM12021 Composite Edge mXse lotion) Door fin IingfQulsWing'X:dmdgumt pot Nominal 8&II&quwJmpoctst9i:opaqua 12S112021 Canposrte Edge Fiber glass Single Daorwith �dalau>i�a4ng,�al5wing:XD,Dx.or:GXO configurations) Nominal 88#31&quet Impel l&quot: Opaque 1nia021 DoeXX or Coheu9le Edge Unbs++rglatil Double Nwln i 6g#3] Composite Edge berg loped&quDL'Olazed 12r392021 Cgtlpo&glrt00 Esu91n9 bX oenAgumnOon)Daoi Norinal680ltoqud.bnpactillClezed 12f3112021 Composite Edge. Fiberglass Single Coorwfth Dale. � Submitted 07232020 07/122020 - Aoproved'fOr.Vae Approved In "H9 Yes Yes Yes Yes Yes Yes Yes Yes Date Perxtlin0 FDCAoorvrel 072g2020 for use outside HVN2 Yes Yes Yea Yes Yes 'Yes Yes Yes Data Avprowtl SI�tu5 10I132020 Appoved Impact QgslgL e " r ass r Yes WA Yea WA: Yes NIP, Yes MIA Yes NIA Yes NIA. Yea Will Yes WA �¢:untingBr�kvts(�OGatfg�b +11.2ex4-1i x2-12w ¢ � ¢ C+rs� T• k Cross ++a;.ri ort (Maybe cut to I,a zs See o avr yy rr, tTE4tltd,�d3lSii#baitegir► 'eft 4RL' Right S d„t (16 Gauge) Bolts 11r�u 01d,J S5 Gall - 4ri �, �y iGg - ill1450Dril1iryp=y '^# 1es fedr 4P' LO Al UNt dram Edgy ' Httrr�can sea y 'ipi' [;: lrl t' ttt,J . # - Washers FrontCr sSupport � :. :. , 1��: yr/y' and , 1rn �y. �3 c n the y �y,ryr, pg...{. % �y Y �'+ •y provide �y�y ram• y p +�I} �y. p� and Ip+� { y �I Code .:' Inumbersbuilding components ' listed below e Administrative ; As required b� Florida Statute 55.842 4AIfM.# FloridarLl�i ��4ei��11�.7trGt� nYrrlS.rtieF+a�'s Yrr..+ ! t .�.I'S'rR+ra•-A�r .�.riiC.+ tlll�.r �IIE4r1I11GiL�lL#11 4a11Li rGi��rrkr nd.i lwar�rr t11� �4F approval ��n y��� /y 1ry'�•g py�p py{� �j� pry /� ps }5 r� +� �y y g they will be utilized on the construction project for which you Giro applying 7Rurr �i ! i - " V � v, Co_ �r�� � \/V� W V O 2O • O C) Q, O Ll � },CZ C13 o Ri `� »� � � Al �� V}a/ eA cn O CU �� /1 �- }a i j .� cn VJ .� O Q ikitarl�lbirer - scary Product Description Approval l Number(s)Te P r+� Pressures Ex . Date ,srs 1a DO 9Rj EXTERIOR Air �y, SWINGING A. 'Y 'Y I IiY�.I The ma Illrry rrlllp�idlT�rri�� ,, ,�+y oo h- ate• �y,�t'''} (NON -IMPACT). ,�} - i b - a s c andGir A IIY�I ,iIL T ia�.+» l+y�d n�5•.i{i11 VVrt11 Fiber-ClassicSmooth-Star lj F �. 1 1 : � 7j 0/ 7 psf J},-7rMr� l „1 r�"+1.'•�1�• J 1 �1�20 :rf If1�LLi � ThermaTl M1.t. yr-VIG�iII',7 •s IrV'ta. j Fib�ar l-W' �r irr GinLA (IMPACT) Smooth -Start FL jI i .. �4adL' :. V w?3 T31Jr 0 1 ThermeTru Fiber -Classic and mooch -Star (IMPA T} FL 70 +80. -80.0 psi' 12131/ 021 B. SLIDING MI 'w,�Vindows and Doors Series 420 FL153 2.1 - FL15882.5 +40.0I-40.0 psi 12/31/2024 PGT Series 5570 F 51..9 4/141 021 D. SECTIONAL Mayne -Dalton + Series 800018100/8200 ##1105 8 FL8248.3 + 1.01-8'5.0 12131/202 .- wlP °ayne- Dalton •,,.�.a.. (�j.('�. - ; } { ( �j (� Series 000181 �A.lP8. 00 #112y 11 X7) \ #� `' j FL8248.�14J' r. 0 `� .IJ»�-y�'y�a,� 1 } J� 0 �i l�✓�- .1 f,�iYf, :are' D. METAL LOUVERED DRS + .y, �. �+.�q p+y{ jIr ,�] ,{'� Inc�`�j Curries' Division kA AADG, c 1+�. �rq�+� �+y[�.� �j %�.�j.�% } �% ]� �I .rR� �,[� p� j�� Pairs %a0 N f 07,r 2J pll47,and 847 Single & ! air tat I�o= fir, FL11537.1 �i �+�L� �} N/A (sere.. inst sh '�jI �I �•�a 12/ 11L0 V Self -Lack irig Puts (May be cut tow) ) fq p Bracket LeftBrAal:.rhet 16 Gauge) iiCC1�l1 lwA 44. Gauge) ,y1 $�l,p. ryr�' Oy- yr 4Ag p BackCrJossB'-Support lntafi/Cl�LE n�IdBaMilin RSide (T'ypieal,3each IIIfor hurricaneuse) _... t i l N i- 8 B 10 11 'i, Therraa-Tru Filler-allareoand Smooth -Star J Thetral Fiber Clasell,andSmooth-Star R. Tiienna-Tru Fiber -Classic and SinooN-Sfar SlidertletsJ (InswinglCutill XD: DX or ➢XO configurations) latrine[88t/3fl 88�qu ,pnpaG&quol:-Glazed. iM112021 Composite Edge FiberglassD be haw with or �tlellGe511ns4inglOU1 nn9 XX orOXXO awithout miguiral Mo l8$#390&quaC hop G6gUpt. Dazed 13/3112021 Cmpoatutswin Edge XconssSation)ingle aar (nsV:ingJOuts» Ing' X configuration) Nomnal 86#39,0&qud;hnpact8;quot Glazed 12f312021 Composite Edge Fltie7g ass$ XO, 0 orwRh 3idBTpeC5)(Irls�vinglouts,: hg XO, t?X6r OX0 Yes Yes Yes Yes Yes Year Yes WA Yes N1A Yes NIA 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01 0.0 psi 10I812028 PGT }�, �w �j{'y Series 5500 ( '` FL239.2 f N/A 7'/ /2025 1 �Y�� ,*di:ul uparbitfatim ri�_+.a pwaI all ve,l HildrellmaiAir I�Cdti'L asaitill Waitit" ! Florida Department of Business Professional Regulation Building Codes and 'Standards Product Approval Application Detail Pagel oil a2p21 12 13 14 15 16 IT 19Norl 19 20 21 22 I.ihemra-Tru Fier-Clas9cand Smooth -Star m. Tnerme-Tru Fiber -Classic antl SincolNEtar n-Themta-Tru Fitter -Classic antl Smooth-Sihr o- Themmal Fitn r-Gessi.-(Smooth-Star p. Thermal Hlbrin iassic en]S.-th-Sher q-Them,a-Tru Fiber -Clef and Smooh-Star r. The+•m a-Tru Fiber-Claasicand.Smmth-Star isT„enba-TruF�er-Class, Ilmimth-Star LTheFme.Tru Fiber -CI ... io and Smooth-SGar u. Yhettna-Tru Fib -Star V. Therpri Fiber -Classic and Smooch -Star EonFlgurations} Naranal88#399$quot lmpael2 quDCwwith 1713'It2021 CmgsasR Etlge Fhergl 9 D able Dow a1U or Wlout Sld lees llnawlhglO l4 g X or OXXO cmTiggi ttt n, Nmdnai&atk39;88quiat rtnpacl&quvt;;Opaque 12+37F1.➢'t1 Cmgaosde Edg. Fberglass S ogle Doorwkh kal &qu M;Nonlmpect&gC,OX OX (Inswing/Outswlrg,XO OXw OXO cmfigumtlons) Nmitnat6$#39,88qu91 hnpecl&qupt:gpaque. 12+1 Composite Edge Fberglass Double Dod-N1lh &opt:Non-ImpectbCuipi. SidelRes (Ihsaingl0utseing; OXX4 coniigumtlanl Nominal 68#39;O E,qu 7t3mp rA&qudt Opaque 7312021 Corm lte Edge Fiberglass Single Seel 8qu 5F:Nen-Impact&qOM Sidelltefs) (hsw'IngKXO, wts4la OXw OXO cmfigursil Nmuna B&#390aqu,rtl pcl&quol: Opaque 12(12021 composite Edge Fiberglass trouble Duel 8quvtNq Impegt&quot, Sidslkes tinawinglOubaing: OXXO,conf guratbn) Nernmal 6&.#398&qub114m-Impact&Glue[; Opaque 12r31f2➢21 Crn)posrte Edge Flberglerss Single Door (Ins#ingl0utswing.X conllgumtlon} Ccnposte&Edge-ibergl3,Single ❑xow WiltOh�que 121112021 8ldelge(s)(Ins,vingKSutn;lilg'XO GX ar OXO' ccnflgums, ons) Namtn�68#368�quar'Non-Impact&qu�;Opagy@ 12J3112021 Composite Edge Fiberglass Double Doi -or wffigu Sidalit.a (I aNing Ggta Jog XXw QXXS cithoutatons) Nmilnal 8&#38,0 &quC4 Non-ImpacC&qun`; Opaque izolnmi Cmmwt Etlge Fihergl s Single Door {Insv:in9lO is»ig,X.c figuratronl 'Plcminal8b#38A$quof Nan lelPact&quq;OpeGut. 1213112➢21 ' Composite Edge Fiberglass Single:Doorvilth SidelQpial {InstinngKautshlrg; XCr, OX orOXO cdlfgumllonel Nominal 68#39:08quM Nmn-Impatt&qud:Opaque 1MIM21 Cflnout h9Etlge Doerr h or Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yea Yea Year Yes Yes Yea Yea Yes Yea Yee Yes NIA -Yts WA Ves WA Yes NIA Yes N1R No NIA No N/Ami No MIA We NIA NO WA.. No WA LU p B. HORIZONTAL L SLID R HQ Z TA E �§L�+,rp�. �1i�,� p� /�y�; �)I�. and MI YYilld k�'EF7"s3 G#nY.i Doors Windows �* �I �y.+�. Series 17W FL1 "�� , 1.1 p F� •r• :11... _ � '�`t 3r pew, �1 p � � f D. FIRED MI Windows and Deers Series 185 FL15849.1 +50.01- .0 psi 4181202 PGT Series 5 20 FL24 + NIA 1� r�yy�r E,yy 4I8012025 jet D. MULLION �.J Tt�f�iFY �, �t Windows MI YYind'o4r7-.r�` and Dtie:Lrs �I' i} Series Se ies3i, 5 '64 �C t+� FL1+J,�53. �L, j1 '�1/A r��jj ( Jai IL!'31 /2R�L-Fr �j PGT �n jg Series 5500 � FL251. 1 Py NIA +� ply �*� 5I2 1202 Coda Entity or Due Dig Daze Pendlrr0 am- TV" VeslprrMarafamtdrar Contest Eoginaar&Ucerass Validated BY Validated Submitted ll Approval Approved status ARien.tim 2020 Smsn vent Produota Inc. Michael Graham "me$F Moreno PA. Locke Sw.sden P.E. 12716,fi 121113t2020 122812020 Approved CalegOrY,: Structural Components (87.n 441-s313e PE73778 f33413001800 - Slr_bCAt -- Products lntrodmeedase Result of irfeas-it-ntcom New Tarh"i compliance Method. Esaluetion Report: from 4 Florld.RegisteredArchaentoraLieensedFlorida Professional Engineer QuaIRV Assume. Approved for Use Appreseelfer Use Impact Dealoh. Sao # PraduM Model: Number pr Narrw Product Da motion Gerdr3.t Emeratton Dale in NVHZ Outside HVHZ Resisfanl p c sue 1 SmartVent Model #t540-010 Dual Function FIcedilmd VeMllelbn Vent 12I312020 Yes Yes NIA 1100F100 2 SmartVem Model 41540.511 Du at Function Fleood-and Venfilatter Vent 12/31202a Yes Yes NIA. a1006 T00 3 SmertVent Model#1540-520 InsuletaidFlood Vent 12r3l n... Yes Yes NAA. +100F100 4 8 arvant Model#1540-521 Insulated Flood Val 12131n 20 Yes yes N!A +1001100 5 8 ortVism Modal#1540.524 1G&ql G­ea Door FloodV-1 ID312020 Yea Yea NiA MIA 6 SmartVant Model#1540-570 Wood Wall Insulated Flood Vent 171312020 Yes Yes NIA +100%10o rh•alr B� E. OTHER . PANEL �� _ ._.,..-_ _. .._._._.. ____ -._ James Hardie Building Prod. -_ - Demplank Lap Siding and HardiePiank Lap Siding -...-. „ _ _ - _ . -._ _.T ..__. _ ____ ........... ...". FL13192.1 FL18192.2 A:. SIDING NIA 12131/2023 B. SOFFITS Alside Solid and !dented Skit FL15272.1 - FL15272.2 +75.0I-75.0 sf p 12/ 1/2021 r�r� r p.yE �y C. OTHER r1 r 9X fir. �r,,y�y, . et�,a�,aa�, .E = ■ S 4� ROOFINGPRODUCTS 7 SmartVent Made1#1540-574 14.58gUot; Cramge pod FlonG Vent 12/312020 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Yes Yes NIA MIA Pager of 1 1i1a2ni ■'\v+V 1111��'•tl�la!! ■ VV 23 24 25 26 27 28 oTherrel Filer-Classle and Smoatb-Star x: Tnerma-Tru Fiber -Classic and Snrood-3tat y. Therma-Sru Fbe -Clasc and SmoaB z. Tharma-Tru Fber-Glassle and Smemli-Slar za. Trani Fber_Classfc and Smooth -Star zo Therrol Fiber-classicand Smoeih5sr 0f Jmrwrniaa560uble ,wthput$Idalltas dn9W'ingl0utsmng XX or O%XO cmfigmratl i Narnnal6$18quo1;Norrlmpact&quet; Glazed ltld3I2021 Cmlposita Edge Flharglass Singlelgocr wo II mp site Ing Xdwflga rgo Nominal e8#38 6 aqua[ NonlmpactBquG, Clewed 1=112021 Composite Edge Fihergi Single Oaorw6h s daleecsl Unax4ngmutawlrg Xo, dxw axe call iraC 166#3888quo Nolmpac&guGlazed 2312021 cempi Edge Fiberglass Double. Dow with or configrationtesnns in�outs�ng:_xXdoxxD. cmflgurations] Norrhal 88P38,0&quo Non-Impact&qud:.Glazad J213112021 dge C3wingfeEiving: ceirIgundals aDoor (Insv+inglcwta»Ing' X cmfiguranony Mori 68ill&qud Nan-Impact&qucl: Giaaad 12r3112021 Composite Edge Fiberglass Singh. Door with )onswlrgfoutsN ng,xO', oX or oXo configurations) srn69ura! onsl Ncmina168#390$qud Nmlmpact&Not;Gimed 12131nul with -tit Edge Fiberglass Doubt. DoarO or wahaut Sltl IQes flrtsiingfOutsnl ng; XXw OXXQ configurations) Ves Yes Yes Yes Yes Ves Yes Yes yes Yes Yes Yes No WA No N/A Na MIA No NIA No NIA No NIA A. ASPHALT SHINGLES GAF 8 Tab, Dimensional FL10124:.1 NIA 12/16/2022 B. UNDERLAYMENT Tam III 151b Felt nderlayment FL12828 NIA 10118/2021 VOFINFATE ER W1TSED �i,�'y �^y g �y �} D. ROOF VENTILATORS Thompson .Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 91912025 El or Data Date Peddled Type Va.]- Manufacturer Contact Eirugh r&License Validated ey Validated Submittal FSCApproval spur. .status Re4islon 2020 Drexel Metala. Joe, Jason ShUml Zoo ary R. Pdeill Locks BOu'den P"E. 08f10/2020 OSIUGJ2020 05/202a20 101132020 Approved category: Roofing iS021 303-1311 PE-?4021 (3341 300-id0O subcategory. Metal Reeling jshunrate�tlrexrmet:com Cmmpliss- Method. EYokatim Report from a Florida Registered Architect or a Ligeesod Florida Engineer ProfesslOnal 'F1*7673RBRodki li -.. Florida Metal Products, Inc 'dent RV10 FL21580.3 NIA 12181/2024 g, .m ,c icy c t.�°✓ ®1 r a no s Aif'f Inc ,��yy, -�r,�da }r..+.. Ay 'r�'t �y :tlr 4 4Ex a hus t Vent D _" �/ryr�� 'I'-' L1 1 ,2132. 1 y1.�� 1e�ry,T+ �•yy, rr�� �• •�+97. AW -97.: 5 rp�y s,f 1 �}.yg, )p a�yr��e{a}.d rryr 1 I1 'hare of Ln.2 E. ROOFING TiLE.S oral Tile Villa 900 FL7'849..27' - FL7849.28 NIA 12181/2025 Boral Tile Saxony 900 FL784.9m15'- FL7849.20 N/A 12181/2025 BedN Pseduet Model. Number or NAM 41ifelly Assurance. Product Description Contract Extsratlon Date Approved for Use Approved far Use Impact D.Sloe R (h HVHZ Cutslde HVHZ. eslstant P... D■ �v,, DI�ID 100NS y C��fliC 1505 f Dt'�1 f IriY,rRr'C 1 Drexel Metal. Roofing Systems DMC 100NS; DMC 150SS. DMC 175S; DMC 2001 12r312025 Dri - Yes M. NIA +01.180 F. METAL ROOF Drexel. Metals, Inc. 200Sr DMC 5V - FL17579.1 +01-180 12I81/2025 5. SHUTTERS Florida Department of Business& Professional Regulation Building Codes and Standards Pagel cfa 1nrm21* Florida Department of Business& Professional Regulation Building Codes and Standards page I2 1r529z1 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15075.1 - FL15075.2 NIA 12/31/2021 ,�^, All American Shutters & Glass 1 r4+ Galvanized Steel Storm Panels, i� FL17859.1 ,# NIA p } ,f {eta 12I81/2021 Product Approval Application Detail Product Approval Application Detail Code Entity or to Date Date Pending .0 - Toa Version Manufacturer cw_taet Emminae&Loare, Mandated ev Validated Submitted FBC Appraisal Apurmwd Status Cowie E s Lila- Data Dale pencil ate 1% Version -Manufacturer contact E o er&Licari Validated Validated Submitted FBC. Anorovat Approved status.. 8e STRUC.'TUF L ReMsion 2020 Therma-Tru Corparatcn Ca g ry: Ext rl r Doors 8 bCat Glary5 ging Eat for Dow Assemblies Co pl nca Method. Evaluation Report lroma Florida Registered Method! era Licensed Florida Professional Engineer Steve Jaspersen Lyndon F. Schmidt, RE, Ryan J. ill P.E. 1800) 843.7626 PE-43409 (613'/ 767-6555 elesperwirCtherraflm.co m 07232020 071t22020 0729rz020 1oil32020 Approved Revision 2020 Therme-T C pomnon Categgry:E Ten Doors com tag ry Swinging Eztar ❑ Assemblies Method: 6valuat Report harn9 CohasslRegistered Florida Reg ste d Architect war Licensed Florida Professional Engmaer Se-e .Pesos Lyndon F. SbhnidL P. E. Ryan J. King, P. E. (800)-843-7628 PE43409 (8f 3)767-655$ s)asperson@I[hermalrg:co m JOIJN2020 07/122020 07130J2020 191 Apphmad �} {e.e+i 11j COMPONENTS S /^y NF j� IT A. �]�� f'{ j �+' 'j WOOD CONNECTORS/ / DSP Structural Conn, see chart :FL#20d6-Rd13 ets., .. R!S .. Sao Product Model. Nuel-Name 1 a: Thenno-Tru Fber-Classic and Smmlh-Star 2 b. Thepne-Tru Fiber-Gessicand Smooth -Slat 3 .Therme-Tru Fiber -Classic and Smooth -Star :.:: Quality Assurance Product DescHothe Contract Exolrallon Date. Naninaf6&#S9;B& ud:lm al& upt;O a ue 12812021 q p q pq Composite Edge Fiberglass Single Dow IlnswiiglOUEswmg: X cmnfilaratiel composts Edg8&quell pM8q-Dt,Dpe qua 12l312021 composite Edge Floergla Single Door with sldelit.ril (Inswin0lOutsw4ng XO CX or CXC ngeah 1 Naminal6&#39 8 &quit.imp M&q t' Dpe qua 12I312021 lluque .' e. Approvetlfor Use Approved For Use Impact Design In HV Z Outside NVHZ Resistant Pressure No Yes Yes NIA No Yes. Yes Ni No Yes Yes Ni p,4934fw4 l Prod* saMk 1 .. � Product Model. I"be or Nama - - aTfielmaTruF�erGlasaicandamocit-Slar - ..: v � Duality Assurance Aborpvari far Usa Alumill far Usa Product Description Central Expiration Data Ind Outside. HVHZ 'n 68#3s'8& ckNm-1 cl& d:Opaque 12r312021 No Yes Nominal qu mpa .qd Composite Edge Fiberglass Single Door (Insxing/qutswing, X�configulaUgn) Version Imoaet 1?�i2 Resistant Pressure, No WA j''+'' ].� j��.yr,,, ANCHORS �u rpy /q� spy Sim son Strong -Tie p g' �+ /�: +See chart B. TRUSS PLATES iTW Building Components Alpine Truss' Plates - FL1999.1 FL1999E4 NIA 1213112024 RI L3� G 41+.7' 1r8`r.7T Inc.Rr MiTek Industries, Truss iWa7 s3 1 fi �i Plates +� yd �yr�ira �qr. F'L21 ! n1 - FL 197/ 5 NIA ps.w. dY Jpr y�yry ��i•;p, i��n�r LrY i2021 C. ENGINEERED LIMBER Weyerhaeuser Rim Board, LVL � PSL LSL 1 65 �j �ww.r,.ty 5r I-LYaP s?i !' . 1 - FL' V .9rs' t� NIA 3/311 ��r Ls1 1IaG. 1 4 5 6 7 8 fl S # 12 d. Tharma-TfU Fmer-ClesslC and Smr»Ih-Slat a. Therme-Tru F b rGassirand Smooth -Star f. Thermal Fiber -Classic and Smooth -Star g. Thartne-Tru Fiber -Classic and SmmM-Star h,Therme-Tru FlherLlassic antl Smmth-Star I. Therms-Tm Fiber-CIa55ic and $mOdhSfar Rotluet M-orYL Nwnber or Name e - e- .Th rms Tm Frb rClasac end $mgMAStar Cominal aEdge Fiberglass Double Dmpr'with or nmtsdtht (1n5wMgw5wingxXaDxx° flll8m 1 Nominel8&A39 0 &qun:l p ct&quilt: Opaque 1287202T Composite DornpmsllmEdgeFiberglafigimSingle Dpw EdgeFiber mfg Iron) Nominal aF1435 0 &quu;impacGBquot Dpaqua 12f312021 Composite Edge Fiberglass Single Dow With s nfliru(si nswinglOutswing', %0. OX or o%D canfipura4ms) Narninal88#39,08quoLlmpaGBquM.; Opaque 1231li Composite Edge Fiberglass Double Door with or withal Sidelites (InswingrGuls'wing: XX or Gi aonrggraima) Naninal6&#39i8 &qud;Impa G&quo; Glazed 12812021 Cdnpvete Edge Fiberglas Single Dow Imswinglors ng;xamnigp al n) Normal Edge fiberglass ct&q DGlezetl 12i312021 Canpm6lte Edge Fiberglass $Ingle Dow with Sld lite(s tl InglDWsy. g: XO. OX or QXO ngumb a, Nmtinal68#39;8 &qud:lmpa M&Glue[; Glezetl 12/312021 Composite Edge Fillia as Double Door with or .4thcut Slaelitas IlnsWinglOutswing: XX or OXXO cmnfiguraboisl QUagIV ASfiBral)ee Product Description ContraME-(ration Date e188 :D : ch8 of GI e 12 Nomm #39,. Bqud Imps qu azd f31f2021 CompositeEdge Fibergla 9Double Door whin or ,,, ..dh adetnea QnSWmgrOutsW ng� XX or OXXO canfi umumsl,..., NO Yes Yes N!A No Yes Yes NIA No Yes Yes NIA NO Yes yes NIA M. Yes Yes N/A No Ves Yes NO, Apro pval lOr Us- App4san rOy.d for Use impact e HYHZ Outside HVHZ assistant pressure No Y Ye WA es s 0 f�ICU -�-� W ICU / 0 L Q �r e Cn m D. MATERIAL �% p s iE� Corp.f Cast -Crete :, o High Strength Concrete Lintels FL158A NIA 5/21120 2 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25I2024 Florida Department of Business & Professional Regulation Fri i wz Building Codes end Standards 1giaRzl Product Appraisal Application Detail �g i g �`+ y. yA� �'y �{y...J /r �r�7p` .gy �s `r',�,y ; that GOT the. time of inspection cat these products, the followingin 1111a'tib+n must kris The. products listed below did not demonstrate product approval at plan revier. I understandG& iL M1 'V p p f : .' available to the inspector on the jobsite; 1 copy of the product approval 2Code f f .. :. _ - - - 1 - '�. ? `,' x '; � --' -.-- - "- � '� � �"" -.`�-r .. ,._... .-,._... _.M :...-- . ,.,_..., ._... ...... ... .....,. _._ .:,.._._, , ...,.. ,._._ -..-., - _....<.,.., ._.-_. ._ ,. <_,>. _ _ .,..,......_�....., -.,__ LL-.,,.--... .r....�._... __..,.. _,. - ____ .._, - ...., ,_.....-_.. < _. ��-...�.... v.._ -_.•_, __:. .:, - ,..,._ ,._._"__ "__ :._..- __ ...._.- - - I `' �, :e a � i + .. ,..,.. __, ,. . ,-........ .,. ,. - . < :- ., �. a........ .., r . „ .w.,.... ,...,..,.,.,.. ...�,.z,. _...:... ,., ,, .,._-.,.,. ,., ..a.,.-..-�-, ,... __.. ,, ,, - ,-. " • _.. .,,.., ..._ ..-,.> _:.... ,. .�-..,,-,.. ,,,tom, ,.. ,.-.. .,..a.,.. ,.:,-.,..,<, _-,.,.«,,,.,a .m - "_.,....--,s.,.. __.:! a� I E _ " 4 4 , ....... ....=--r_T, ...._...,s. _ ..,:».-. .,. _,..,..x .._ " .. APPUCANT SIGNATIRE DATE Tent tv-ar slit® Date net, Pandino �e IV.. Version Manufacturer Contact E Inesil License Validated By V g_� Submitted FBC:Apomval Envmved Status Rawson 2020 MI Windows and Doors Worrel ar Lu s Roberto Lomas. Steven M Unch. PE 1010612020. i0106t2020 1011gf2020 42115I2020- Apprp✓.eA - P 4 i 75 17 Catagmy Exlenor Omm {717) 365 3300 E 6251 7't 6454 SuBCataq ry-Slydng Estill Do. A.senWltes bsitlrgef@mlwd_com Cortipilahca Method: EYslyagal Report arom a Florida Registered Architect ore Licensed Florida Professional Engineer _ Quality A suraiaoe Apeovad rot Use $droved for flee OBSIOrh Sep home[ k 1§'oduetMOder Numbe wName product Doscrforron Cantraai Ezprrativn Date-'ni�HVHZ. Otvitle HVHZ RasMant i'1.Risu.L4 1 2 s No WA 4 SERIES ALUM)NUMSGD SERIE9420 ALUMINUM SGD OXO T2r3 F104 No Ye .. 145314quo[x80&,quot NON REINFORCED 2 9ERIES420ALUMINUMSW SERIES 420ALUMINUMSGDOM:XO,XX 1M12024 No Y. No N/A SERIES420 ALUM UMSM FORCED 3 SERIE5420ALUMINUM 6G0 REINFORCED SEftlE542p ALUMINUM 5GDREINFORCED DXD 12fi3172024 No Yes- No MIA 145�3l4& not Xr q us&quUM 0 4 10 es. o MA 4 SERIES ALUMINUM SGD REINFORCED !FORCED OX 1213112 2 F. Y. N i' XORiXx 96&quw�xe6&quoSGD 3 SERIES 420ALUMINUM SGD REINFORCED SERIE5420ALUMINUMSOD REIiNFORCEDXXX 12t3irz024 No Yes No N/A 1438quor;s988.girM; Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Paga rill 1@R@i - ..:.. _` ,_ _._-.- __...__ _.._.._ ..__.__ - t r___. _-_. __. - _. , ._ _ -_- _..,.__ _._._. a 3 Florida Department of Business $Professional Regulation Building Codes and Standards Product Approval Application Detail Pag e l of 1r9r2oz1 � L'1--1 •� z ICU .code EnnN dr his 21E Data Ppndinb ])atq 700 version Manufacturer Contact spiel8 Llcamee Validated Sv ValSupmtted Fad: AMwi l Aper000d Status . R.1isiop 2020 Wayne-Dallon,a avlsron oFOVMhead Door Dwayna Kanlsh Jahn E. States Jeffrey P. Arneson. PE. 10/12J2020 092flR020 102312020 12/15/2020 Approved - Corporation 1330t 7,63-8121 PE-51737 (904) 821-5200 Cgory aC E [ei Do rs dkomishQWaYne-daltm.c SubCatag ry5 bm 1 Exterior paw Assembles om C mpllanm Method: Evalualdn Report from. Ftonde-RegaterodArchilacters Licensed Flodda coda Enlilvor Data .data Data Pendirm �#e. T ie- Verill. Manufacturer Contact. Enalnewr&Llcem validated 8v Validated submitted FtiC Aopmval ve status Revision 2920 PGTlndustrlos Jan5 Roso'rsW Miami -Dade 6CC0-CEP Miami -Dade SOCO-llAL 1a116t2020 W2G202q 11R4J2420 Approved Category. E.Unier Doors t941)486 100 17a5)315-2590 SubC#.gory. Slil ExtelaDooril5sembfes jro-kI@pgh dusMeac Cvmpi anae Matllpd. Cerhfideilan Mark wList Listing pm K*251-0iFjudlti s Seale A Product Moiled. Numbs --wale SGD-557011.arge Missile: Impact) .. - call Assurance product D.sedotler, central Expire[{on Date. Vinyl. Sliding Gress Do., 04 /142021 Appraised for Use Amrovad for Use ImmM. Deall I HVHZ. outside HVHZ Resistant. Pfau Yes Yes' Yes WA pl-h78241FE20 Nilduets: _....,. Professlanel Engineer - _.. - Quality Asa- Ammered far Use A_pmavetlforuse Impact �e pmn z Q - Seg# 3 10 FTpduM Modal. Flumber or Nana 80110;>8100r8200#1105 800018100/8200.#1923 Product DescrJerlon Conract EitMlratlon Date 502sMe, aidth, 14&439; Mel hall Glazing }2/312025 eveilable in top or intermediate saction. 16&E39: Mauffldth. 14&#3s: Mashill Glazing i2l712023 avadabIs In top or Intermediate section. kr tiv i No No outside HVHZ Yes Yes Res 1 pressureJ Yes +39.PAJ-55.:00 Yee '30.01 SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation Pagel eft Building Codes and Standards iFd2Q21 Product Approval Application Detail coo antivror Pug ,Date Date Pendmg ,Date as Version elanufaeturei Contact. EnaincerB LleMtss Validated By yell Submitted FaCAooroval Aooraved Status. Resm n 2020 CUrnas Diyielgl elf AADG. Iflc. TM Rdttay ILL LLC Troy BlshoR, P.E. 12/1012020 12101202U 1221/2b20 APproyed Oesooy: Exterior Doors 1841) 484-2813 f,954) 947-0880 SubCategory: Exterior Door Components tunreasy@essaimicy.e. Compliance Method: CerHfloeilon Mark or Listing m FL i332-IYB Prddu@s � : .. _ Ouallty Assurance A proved for Use. Aoarovad far Use li hn act Design 9..5 g1 SmA Product Made Number or. Name Product Desmptian Concoct ExbiraUan:Qata in HVH£ outside HVHZ Res�htant Pros Ure 1 807, 707727:747,757: 777, and 847 Single and Pairs of Flush, Glazed, and Louvered aInglitand pairs elf 1213f2025 Yes Yes Yes NJA Doe's hollow metal dodrs. Florida Department of Business & Professional Regulation Page 1 orz Building Codes and Standards IFVMZ1 Product Approval Application Detail Code EnThy or De. Date Date Pendina }}rip_. Version Rlanufactu'ror contact EnoineerB License Validated By Vaidalad subnittod FBC Auuneval- Aoomyed Status. Redsidn 2920 MI Windows and Doors Brem Sitfi ar' American Amhltegluml rn3 Steven M. Lkich PE 1122l2 0 111222D20 02 •f &2020 1 J2 wixoree CategorytiMndpas- g7177355330a Manutradurers Association [717}317-8454 "Category: Road bskringer@inrWdmpm Compliance Method: Coitl6oetion Mark or Listing ' `t1M 343- -:r iNre s' ., ;. . , ,n ;, • �, .. ,, .r ,>wv, , :,.' .. ': ,>„_ i. ,.. ggg,Tkk Productmodel Humber or Name Prd tDescnotlan q_e�_. Orur. try As.. urance Anmrwad fnr veer aanravad -ConUacTPxolraNanOke n V 0 L H � for Use . uks eHVHE. ls� � 1Nista Resistant � P ss-re: Pressure _L€_i.. 1 185 P'N 73 x 72.InsWated Gless 04/0312023 No yes: No +601.90 Florida Depettment of Business & Professional Regulation Pagel oft Building Codes and Standards irer2021 ProductApproval Application Detail Code _ Enll[v or Data ,Date pat. Pending Data Merton Mahufaetar GactEmm�ear&Lcasa Validad By aj. datatt 6rWmittetl FBC AontoVal Abbrbv6tl status" ReO,ion 2020 Jmes.Harde Building Products. Inc. James 9. Chad er did 01 Chs V. Andrew Tan Jails Sguffiard. PrE: 01J0512021 1211412020 ➢1J06f202t ping FBC Appri CkegOy: Panal Walls (Kg)545-E359-PE-81682 t352)307.2520 WItCategory: Siding chaodiemkWarreshardl Compliance Method: Evalukim Repon tom a.com Florida Registered Archliact ore Licensed Florida Prah ssicnel Engineer t AT $19T4 Products. Quality Assurance Approved fer USE AlinroYap for Use Inmt Design 9eo a Product Model, Number or Name Product DmirlipUon Conlranot Expiation Date In HVHZ outside HVHZ Resistant Pressure 1 Cemplank:LAP Sidhlg fiber -cement lap aiding 1mina23 Yes Yes NIA NJA 2 HardlePlenk Lap Sddng fiber cement lap siding. 17JJ1J2023 Yes Yes NIA NJA Florida Department of Business & Professional Regulation Building Codes and Standards. ProductApproval Application Detail Peg, I er l 102D21 .Cede Entity or pang Uri .male Pending Date: am Version Manufacturer cooled Endnatil License Validated By Validated subm dw FBC Approval Aoorbyed Status e son 0 R d' 202 L.V Thompson, tlpa Thompson Ivchitecturai ompsen.,Inc, Tony'Ghnstman ZacparyR. Priest eleven M. Urivh, PE 09I1712020 091152020 O9ft2/2. 20 9 1:2J85 ;?0 /20 rood Metals Com an tTAMCOi: p . Y '913 &-& 9 E 4' { } 24 43 P 7 021 (717) 317.8454 ' Category: Rootng tonytgom.b.1mohng:com SubCksgdry: Roofing Accessories that are an Integral Part cfthe Roofing tgbtam CarrPllance Method: Evaluation Repon'tom a Roddy Registered Arohlteet ar-e Licensed Florida FLik994ti.'R?P'ivdadts. Professional Engineer -- Quality Assurance AobroY4dfor Usa Approved for Use- I moaat t Zen P❑Itluct mail: NumSer, Name. Product Contract Exorraiion gate In HVHZ outside HVHZ Resistant ressuHZ pre55ura 1 TAMCO Flat Top OH-Rdge Vent with Sam, far This 26 ga, static roof -mist., WiN baffle 051082026 Yes Y. NIA WA 2 TAMCO Geessnack Vemt 26 ga- 091092026 No Yes WA «07-52.5 3 TAMCO Off Ridge Ravf Vent with Bair. 26.go, :static roofpentllator with integrated Done osI0912924 Yes Yes N/A WA 4 TAMCO Round 7.POM-RldgaVent A4th Baffle for rile 26 ga"it roefVoullatar with baffle' 09/08,2026 Yes Yes :NIA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peg.1 of I vjzwi Code Entity or gal. Data Data P-d- gig YBmim manufaeturer ContactEngineer&Licenseykidked tdy valId-aled Submitted - RBC Ago A4oytl Status Revisal 2020 Global Protection Products, L ILC. Tm RoMnson wetter A. Tllln. Jc, P.E. John W.Anezavich, PE - 090812020 09106/2020 10101/2920 12If5/2020 Approved Cateigeo,_ Shueers (954)088,7545 PE-44167 (954) 772-6224 6Wcaregory storm PBha15 ttit.labjlledn gppebtebm Cumplierea msmod: EVaiUatibt Report from a Florida Registered Architect Of a• Licensed Florda Professional Engineer Funs0JE-for Prodducts E ' 4ivaliN Ass,mice AArov'edior Use Apwoyad far Use Inlied. I ear- §oal :Product Model. Writer or.Nam- .. praducf Description Comrad.EwicallDnAde. In HVHZ Outside HVHZ .. Resistant Pressure 1 20 GageGaly nizdd Steel Stom Pan.IsIHVHZ 7-gated7-gated Ga We Ized steel toen Panels retained 12l372021 Yes' Yes Yes P!!A or net bytreckslbprovide hurricane prota elon, 2 24Gn.Ga1vani2ed Steel Storm Paneis)NHUHZ Corrugated Galyeniaedlasol Storm Panels retained 12131 12021 No Yee 'des NIA At net by baclas to provide hu A cane protedlon. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail No. 1 of 1 iA72021 Code.. EnllN or. to fits Datk Pending Data TV^6 JJ� VaCsih manufseturer Contact 'Eaainaer&Ucense Va idated By Validated 3uhmitea FSC. Aromval. Addroved status Revialon 20 20 MT kind. Erin Walden- fCC Eyalu atlon Serdoe LLC ICC 6val ationSeniice u 10 ,2 2 9 0 020 m >2D 9 a 13 n 1014112020 r Approved APP pace Category:5iructural Components (952)899_805 LLC. Sub.Categvry: Truss Plfilos emalden +3rrui:com (205) 599-96W ComPllondamathod: Eveluanon Report from it Product Eel don Eno r!a try Qaallty Assurance Approved for Use Approved' far Use Hnpaet.. Design S-0 Product M,,WL Number, New PedngrDasaridion Cortrad Eyirath-Date. h1 HVHZ outside HVHZ Resist.4 Prflss it re_ 1 M18SH5 18 ga. super h0 strength truss connector plate g6Y.Kt2021 Yes Yes NIA NIA 2 MII 16 16 ga tmse connectorple. D6td0J202f Yes Yes NIA NJA 3 MT18H5 18,ga.; high strength truss connector plate OV302021 Yes Yes WA NJA 4 MT20 20 ga..Ws connector pike 06J302021 Yes Yes NIA NJA 5 MT20i5 20 ga high strength truss connector plate 09J90I2021 Yes Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards ProductApproval Application Detail Page 1 of f02621 �2,Q,s - _. iA or Data Date Date Pending Data Iyga. Version. manufacturer Contact Enkn... &License Vaidkod av Velltletad Submitted FDIC Aanraval Aowovad 29L.1 Revtsian 2020 MI Wndaysand Doors Brent. In er American Architectural :- M'U Slit g Arn M Arch ulura Steven rkh, PE 1id1712020 11l1772920 111V-12020 AiprWed Category: WndDwe 171 T)3653300 Manufacwtors Association (717)317-8454 SubCateggiy. SYngle Hung hsUlngerOgm.d.com Corner mettod:.Certifi,don Meek or Liating -QudiN As- Aourovbd for Use A. -ad for use I-Atd Design S A Product Modal, Number or Name � Product Deserlaron Cowart Exdraflon Dana C M HVHZ Outside HVHZ Resistant Present 2 195 SH 52x72 FIN.Range, Frame IGJSG Single Hung 10/082023 No Yes No +60f-60 Laminated Glass Florida Department of Business & Professional Regulation Pag.I d1 Building Codes and Standards 11W2021 Product Approval Application Detail CCu a FHlllre or .. 'aft ,g$a Data Pending Qg_a mm Version manuracturer Cantavt. Engineer & Llcanse Validated By V li d submitted FBC Ao Amk Atiorpearl Status. tl 2D Aff mle 4n 20 PGTlnduslries Jens Rosewski Mlemt-❑ate SCCO-CER Mia -Da e. BCCD-VAL rim d 11J052020 11i05l2020 1111i12020 Appramd caWgary, WAdoii+a 041) 466.0100 (786) 315-2590 auleca egary Ftzad lrwowa1dmPi tindustdeao C4inklailoameal6d: caniHoaron Mark or Listing on FL#7i- 24riiodiivta.i Oualhy. Assurance Apbraya!fairUs, nnroved for Usa- A t, t S.E9.e- Product model.Numbarp€Name Product DesdrrWpn Comrad ExoimNon Lade n HVHZ i outside HVHZ einta prsgn Resistant e 5 PW-520 (Larga:Nllsslfe Impa:1) V11ry1 FlxedWildaw 04130f2n25. Ye6 Yes NIA Y. NIA Florida Department of Business & Professional Regulation page.1 oft Building Codes and Standards t+a2D21 Product Approval Application Detail Code Emily or ..... Date. _ 291 Aare P01101A we . Jygs Varsimr ManufBdUrer C..._.ct: Engineer& Llcensa gn(� Aidalep Rv. Void" V .,y�Q FBCAtl reva 5rremlH tl o i A.. -no Status Revslon 2D2a Melds NickTheom-pssn Lyndon FSc"midt P.E. Ryan J. IUng, RE 1iY26r2020 10262020 1'1Jo2242v 'F217512020 Approuetl Calegoly: Paper Walls. (330)922.238e' P5434DS f813)767-BMfi .subCategont Somis nthbmpsot�iatsiae:cmi Compliance Method: Evoluech Report from a Florida Regigtarat Archdect: cra Licensed Florida Prdesocind Engm- FL*M7242Frivducts - - - --: - - Qua11ty Assurance Arrrowdf,U4e Anarayed for Use ImPt C.101 sea Product Ili Number or Name Product Descrtollan Centlet ExptratianDale In HVHZ Outside KVHZ Resistant Pressure 1 it. &WPf2T&quo4q Soffit Vent or Sotid Vinyl Soffit 12/312021 No. Yes No NJA 2 b. &quollgllence T4&quot: Soffit Vent or odd 15ny1 Soffit 12J3V2021 No Yes No NJA Florida Department of Business & Professional Regulation Pagel at Building Codes and Standards 102021 Product Approval Application Detail Code EritilAr P, 2gg gets Data Pandirio lnd- _ Type Vesion Manufacturer Counted Endmeer 8 License Vaildared'.EW Validated Haled Submtted FBCAoureval ADbroved .Merits ROVAsion 2020 Picardie Metal Products Inc. Clerk Jones James L Backer, P.E.0 Steven M Udch., PE 0927f2D29 09r2512020 10l0412020 12111512020 Approved Gateg,y Roofing (OP4 783 8 n0 CBUCK Engineering 717) 317-6454 Subcateggry. Roofing Accessories trier ere an cIa xQfiamvo,com PE-311242 Integral Pan ofthe:Roking System cbmphsnca Method. EVeluet a1 Report fr... Fig0da Rogiken dAmhiteotora, Licensed Florida Prortakonel Engineer ELM 3sd RYP eepdts CUAIRVAssuraece. Anpravad for Use. Approved for'Use impact, Doman Sea N Product Model. Numb., or Nema Piradhuct Desenot on Contract Exntat of Date ui HVHZ outside HVHZ R wiataiit P1gbiurg 3 3-FLAMCO&qudI:RV10 Rdge Vent&qu'ot; Aluminum Ridge Vents for pitched recta fabrutad 12r31J2024 No Vey No NJA from 0 025- Aluminum Florida Department of Business & Professional Regulation PaA.f tiff Building Codes and Standards 1,7J2021 Product Approval Application Detail code Entity Date pat$ Date Pending Dal. T2 VmtoMarwftur crartact Enamete & Uoar60 Validated Bv Submitted Fee Amiroval Ao.. J-Ju_s Revlslon Q20 All Amertoan Sh ers and Glass 2 Lit[ ss Mike Banaled .rank L. Bonnard.. P.E F Tr Bishv P.E.1012873020 Troy R 1 52020 11AW02 O11 4 12115202 0 Appr wed. Caegoy: SiuCers f501)7f2-9s02- PE-0046549 (954Y 947-08SO 5ubcaiegluy: Storm Pdnals mikeb@ailamericarehutte Compliance Method: EVduariai Report from a rs,00m Florida Registered Architect aLicensed Florida Professional Engineer Q®lily Assurance. A-,,d ter Use Atmroved for Use. 1-d Llton 9eo N Product raw,[. Numhar or Name Rothuat Der-igtian Cgrltract Ezolratian Data In HVHZ Outside HVHZ Resident Pressure 1 24ga GalvaNaed&mel Stan Panels 24ga Gzivaelzet steal Storm Panels 126ltZ021 Yes Yes Yes We. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Regal on 1fri2621 Code �1<11 .. n a rt� _.. .[cif.€ gaita _ A?4 .Pending we aga V rsibb Menufadurar Contact' Engineer & unonse Validated:.EW IVe ldeted Submittetl FBC Aoorowl AeoroV9d atat Ar ReVlskin 2020 Weyerhaeuser Reb Baldwin. GC EVaIU eon Service, LLC Ian Lehrer P.E. 10l132b20 Applied For Category. Witiunal Components -(253)Y14-e475 (508)Va-S288 SubCategory: Engineered Lumber Rehen Saiftin @yreYerha Correance metered: Evaluation Report from a Product R Aluenon Entity N.W027-Rf1 Produ6Ys - Qual'dy Assuranm A ,r,-d for Use A ...dyed for Usecastor, Ir�fr girl, SeuA Product model. Number or Name Product Descilotlon Carried Expiration Date in HVHZ Outside HVHZ Resistant Pres.e, 1 Microlam LVL Laminated Veneer Lumber 03/31=21 No Yes NIA NJA 2 Panel- PSL Parallel Shand Lumher 03/31=24 No. Yes NIA NIA 3 Tltnber51rend LSL Laminated-rSVsnd Lumber QM 2021 No Yes NIA NUA 4 TJ Rim Board S[fowal Compasnv Lumber or Oriented Strand OU31=21 No Yes NIA NJA board RIm. Bound 5 Wayerhai-a. Rim Board Oriented strand Board Rim Board 09t31i2021 trio Yes HIA NJA Florida Department of Business & Professional Regulation Building'Codos and Standards Product Approval Application Detail Pagel of 162D31 �BtiL Emily ar 001. Des g Date Fencing Dale V n 1'Y SLa rsF Manufacturer Contact Ettaln- a License Validated Bv. Validated a Submitted BC Aonrovk roved A�� -w �tr5 Affirmation 2020 PGTmckarras Jens-Roar-W Miami -Dade Scoo-OFF Miami -Wade BCCO-VAL iitosr2020 11N5k2020 11/11/2020 Approved Cetegory V%nd is. (941) 488-0100 (786) 315-25M 3ubbetegory: SirnJle Hung jrosW.Id@Pgdndua .%. Complies lodhiad: Certification Mane or Listing on, . -. - • Quality 0.ssurance_ Approved for Use -rpvdfor Use Im ac_t Demon sea Product Model Number or: Name Prbdurt DesanMlon Contract earl tlonears In HVHZ Outside HVHZ Ritalatant Pressure 2 19H5500 fLatge Mis s➢a Impact) Vinyl Ragfa Hung Wind- 071300025: Yes Yes YGS MIA Florida Department of Business & Proilmlonal Regulation Pa9.1 at Building Codes arid Standards Irli2021 Product Approval Application Detail Cosa Entiry or Data gp}g We Pentane a*- version fit-faiturer Cbm�ic Enemeerd License Viagdated:Qv VAR d t,d Submitted FBC Aoor . I A ,ar v eAy Status R ,viw 2020 Ml Windcros and Doers e n Brand atInger Luis . Limas 9. P . PE Steven M. Unch PE 10N612020 1Ai08I2D20 1011912020 i l 215/2920 ApProaed Category: Wmdm.Ys (717)3653300- PE-62514 (717)317-8454 subdztogby: Mullions baltn ger�miwd:Com Complience Method: Evaluation Ripen from a Flod o:Re 9teredArchlteot ore Licensed Florida d .I Protaesmnel Englnepr sul $ uelN Aswreyol Darien ombyad to, Use Aboraebd for Use m a' A i 9m k ProductiModal. Number ar Nema Product ❑aseriofian �bntre t£Sbuatuin Data .. in.NVHZ, outside XVX2._ at' pastubs j.1, 2 5764 Vertical Numinum Multan JZ3112024 No. Yes Yea NIA Florida Department OF Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page -1 cf2 + v2D21 Code EnUtY or _ gone =1 ...Date Pend 1� We _ Verso" 7oie TL_ Me factul'er n canted ania..ey&license Validated'aV - Validated Submittad FBCA royal V gr R roved' pa Status. _ Reuslcn 2020 _ GAF M'd BB S h Robert Nle Ina n John . KnaZavlch PE I li Shah m n W I .... . 9J26R020 09£2112020 10l022D20 es b - 1 2115r2020 _.. : l-d Apo. Category, Roaring 1800}969-3411 PE-8B166 t5547'772-5224 subCafegary: Asphalt: Shingles mstianegaf':edrti Couripllance method: E,.I..tim Report from a Florida Registered Architect or a Licensed Florida Prike-I.Aal Engineer FLA1gf2i.at28 h'oduels'- ... ... _ '. .. - Qualb Ask ranee AaprgYad for UR Approved far Use Impact Design S-44 Product Model. Number:, Name Roduct.D..'etron contract Exolratlon Date In HVHZ Outside HVHZ Resistant Pressure 1 GAF P.spnet: Rod shingles F$reV as reinforced 34a11a, laminaked, 54ab and IVIS 022 No Yes NIA NJA hipfitlge asphalt shingles Florida Department of Business & Professional Regulation Paged oft Building Codes and Standards. 111J2021 Product Approval Application Detail Code Entity er Doty Die Rate Pendina Data,: jyW Version. manufacturer Contact Engineer&License Validated By Validated Submitted FBc Aoomyal. Ag iP, Status Revidion 2020 -ore n L a w K b-n Jei - es' L B ckner P.E. v i a to Jam u Stevan M. Uneh. PE av n i123. 020 1 2 0 02 1123l2029 1 29t2. 0 di C - n FBC A n a rt cat R ofi eadrY g 5 983-6183 E-3 242 ( 01i P 1 71 f:317.8464 l SubCotbgpry Roofing Accessorieatkatere en k)elleyQtkxnattco:crom Iniegretl Part arthe'Rpoiing System Conppliancamsthod: EVawetfon Repod from. Florida RegiatefedArchnect or a Llcen aed Florida P[oY.ssivnal EnglnEor FL7ff7l82-tY6'Pendudsh_ aRNAssurdtte Approved for Use prowdfor Ilse EA.e d Deslg n Sea'# ProducfModet NamAerbr Nam,. Roduct 0astridHdn .cgrdract Exmrdhori Date In..HVHZ Outsltle.XVHZ'. Rssistam t -Krim 1 De k-Ar"D or1Rl-Built Deck -Air DA-4 0 A-4 L - e Pa lane earl .f Vent ow Prohl typi'opy P c Ro 12110I2025: N o Yes No +g7.5"W.5 MeohonicallyAtachadto Pb'acod Desk. Florida Dopart ordof Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel I I 102➢21 ce g EnOW or Data ,DDajg Data Pending beffe ]ytr= ye irlon: Manufacturer run taU Enolneer& Llconse ValMared BY Validated suti PBC Amiravel Aopmwd- status R.Aslon 2020 Alpine-. Stuart L-4 ICC Ev NdIon Service. LLC William M. Ranien, PE 10/312020 I D222020 11105/2020 111OW2020 Approved Category. 81,actiee Gompieencs (321):10-3377 140.7)6014917 Subcategory. -Truss Pates slemNP-.1pmeitsy.cmm Compliance metod: E-Biel- Report from a Product Evil ukroif Entity Pt$fS89'.Rf Products: - ' altiv Assurance 9 � Aodreead for Use Aporrivad for ,Use i woad P�1 n Seafk product Modal, Number of Name: Product Desenotlml Contract Uolrkloh Qate: In HVHZ Outside HVH Resistant. Pressure 1 ITW BOLO lie Higher Strength (H &em ' S) Akvi 9 9 P�. Metal Connector Rate 12J312o24 Yes Yes NIA NJA 2 rrWaCGlAlpme Ftnge Plate We Conne itorPike f21312024 Yes Yes NIA NUA 3 ITW BCGIAJpine Tnilax Metal Connecter Rate I V3120Z4 Yes Yes NIA NJA 4 M %lo.7Alpine Wry Metal Connector Plate' 1 zC12024 Yes Yes NIA NJA Florida Department of Business & Professional' Regulation Building.. Codes and Standards Product Approval Application Detail Pagel of in2o21 Code Entity or s Vale Date Pordino Data 1..Y-n8 vetsa mafiyfacumer- Contact EriWneer B License' ygtldaied By VIJIdVd. Suprtill d Pao Approval AA*nrolred Status ravison 2020 CAST-C E7 'lSA:-.L.LC CrAaFInMi m.,LD.ade BCCO -CER Mlih-Dade BCCO-VAL 1A$0Z0f02120.20 112..2.0.- Approved - Categmr Struslcrat Unnponente 0131621-4641 (786)3152590 SupCkeg.nn Produds Introduced as a. Reeultof yea line stcrele.wm. New T.ctmologry Crdrrf Ranee Method; Certification Mark or Listing PlAf5S-R13YroduUs '' ,. _ -. .. Qualty Assuh:'eihae. Acga,b tfor Use Anardvad for Use knoact, OeSlon Sea # Product model. Number or Name Product Desbrlution Conning Expllk[ain Date In " outedda Z Resistant Pressure i Hall Suenglh Concrete Llntela 4, 6, 8. and 12 inch eide&ntels 05121,2022' Yes Yes NJA NIA 4-0 N (3)� Florida Department ofBusiness&Professional Regulation _ Pagalart V Building Codes and Standards 1512021 0 � N Product Approval Application Detail L' L N OPINION ME se CU Ca4RI Tvos Version Manuracturer Erithrrr We Comad Engineer&. Lrennsa Vegdamtl By Veleafad Date Subminod Dke pending we Status /�r� /��• FBCAoomval Aooravod nEylslan 2020 Al Windows and Doers Brent Sitknger American A/CR lteCigral 6Yeven M. thigh, PE 10101ll2020 1010 B/2020 10115I3020 - Approved Ceegory:.Wndaiis' 1717)365330a Manufacturers Assecfation (717)317.8454 «! SubCategprt, Horleental Slider Conntrht ve method: Cerpficadon Mark rx Listing ... - si5 Quality Assurance Approved for Use A aprovedfar Use m I pact eel Design L 0 sunit Prgdur3Modl. Number w. Name Pcaduct.C}escriotian Contract ExnGatron❑eta in HVHZ Oufslde ilVHZ Resistant Ptsssum O U 1 HS 184 Flnai:id Flange Frame 7302fraii1 it Glass 02Ji82024 No Yes 14o. •561-`s5 IM Q0 (n _ V_� T� r Y 7R_ A(,[y� "0 '"- 6 ._ /��U� v! Q Florida Department of Business & Professional Regulation Pag.i ai Building Codes and Standards 102021 Product Approval Application Detail le Cod 'inE Itv. or LUU. ,Data Data P ruflob age Tube Version Manufacturer Contact Endlneer&Lloerise Validated: By Validated Submitted FBC Arromval. AbDIOVed status Affirmation 2020 PGTindus[rles Jans.Rd501Y5N Miami -Dade BCCO -CER Miami -Dade BCCO-VAL 1IM12020 1110512020 11I11r2020 Dap roved Category.iM tloe'rs (941) 4813-0100 (786)315-2580 subcategory: Mw ms jresonsld@pgtinduames.c CompliancelNidhbd:. Certification Mark o Listing om ... -• udih, As Ancer-d for Use rayed for Use ,r• ectY ,.. D st. �siyapc Apo rr � Sea#Product Moiler. gm Writer or Name Product Description Conrad EkaratlnQatein HVHZOutside HVHZ 's�a-`fi Press ure 1 MuUlcns fd`.A11 Dave and Windows .Aluminum Mullions ' 0526I2025_ Yes Yoe Yes 'NJA Florida Deportment of Business & Professional Regulation Pagel oft Building Codes and Standards I1&rro21 Product Approval Application Detail code enlHv or Data Data Dale Petltllna .fie:. T o- Varslon Rrenufactutar Conrad Endinser8 License Validated W Valloatntl §uiluarm(jgd FBC:A,,r,-[ n-e-d Status ReNslon 2020 TAMKQ Building products LLC em Ede Rooert Nle'Inen Jdh n W_ Knezestch PE Ort1.12o o9-s20 Du 115120 o d T 9 g K n m 1 4 2A 2 20 1tlt122 2 21_. 20 Appr Category: Rooing. 441n 624.5544 PE 6a186 (954) 772-6224 subcategory: Undedayments kern_eden@temkq.pom Comp{lai7ee Method: Evaluation Report from a. FloM. Raighsterad Architectore Licensed Florida Professional Engineer FL#t-R'aRrorkids -. Qualhv Assurance Approvedi,Use Approved for Ust Impact DC1 i S-00 Product Model Number or Name Product Description Contract Erzuhatlon Dare In KVHZ outside HM Re_ sl en Pressure 1 TAMKO Roof Underiayrrents(HIW3 R-f-cledaymentsforuseln F BC HVHZ io)10/2021 Yes No NIA NIA iuriv ietions. 2 TAMKO. Roof Underiayments(NON-HVHZ) Rcorundedayments for Use An FBC nw-HVHZ 101182021 No Yes NJA NIA iurlsdeuAmi. Florida Department of Business & Professional Regulation Pagel ora Building Codes and Standards 11`7021 Product Approval Application Detail Coda r6 tIN ar Data De. not, Pauch- ,(l,e- Iypa, version Manufacture' Contact Enaknear & License Validated av Validated Submitted FBC Acom, A-M-d UUX a ' R 415bn 2D20 B"amt:Rbafin 9 derson Rabin IAPN❑. nlftinn Ryalukfan An U Ga VV, W Iker ry. a 91J03)2020 ii r02J2020 11105J2020 reared Apo . Category: Roorig (89) 380-6001 Services LLC. f205y 654-0160. Subcategory' Rmdng Tiles RobinMdersgn@ba'al.eo ComPllanoe Method' EvaluatlM Repod from a An product Evil anon Entity ., • , . ,.., . PikX84s�k[2tPrBdu4Xs CuaIIN Asswknoa Ap=%A,d fee Use Ab Droyed for n Impact _ n Design Sea N Product Model NumBer or Names Roduct ❑F riotlnn Comragt Evtllmhon Data I,, HVHZ putsrde HVHZ Resistant ,Q_'g 16 Sexany-Snake Slate Country Slate,. Split Old EnQlish Flat Profile Denver, GO 12/312020 No Yes NJA NJA Thatch &amp Impact act 97 Saxony 500-Slate. Shakee:amp Spilt choke Flat Profile SfocKton, CA 121312020 N. Yea NIA WA 18 Seamy 600- Slate. Shake camp' Split Shake Flat Profile Rialto. CA 12131Q020 No Yes NIA NJA 19 Saxony 700-Shake, Stets&amp Split Shake Flat Profile Stockton:: CA 12J31f2020 No Yes NIA NIA 20 Saxoxi- Shake. Slate&amv: Split aheke Flat Profile Rialto, CA 12/31J2020 No Yea NIA NIA 27 7gas Espana l Be ..I-. High Profile Kaly.TX. 12J312020 No Yes N7A NJA. 28 Villa Low PrdNe Katy, TX 12/310020 No Yes WA CUA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.G. i Col e12021 Code EnfiN or ,6ta Data Data Panel- age. Tk version manufadurar Cm_tad jarai- &License ValidatadW Validated Submitted! FeC Adamval A-rueed Status C ea Cotcrda Product' In ReMslan 2020 ommenal s, ag Robert Gills S.-.1- A. Greenber John Hoy 17116f2020 12/16/2020 122912020 ding FBC Appn CatagPiy: Structural Componerds (&13)e5g-3797 PE-34246 (152). 598-5311 SutiCategory= Products Introduced as a Rasultot prapaslgat,tEYehca.com N w Technd,gr comptianda Mamod: Evaluation Report from a Florda RegistamdArchRactere Licensed Florida Profesei ilk Engineer tfGet ,. QualrN Assurance Approved for Use Approved for Use Im Oesa �C Bead Product Model Number or Name Poaud Description C'mttract EXV[rWdn Date ul Hyxz Outside HVHZ esrstald Prahsr. 1 O0a11tyI-FMtorCommercial ConcreteProducts Precast and Prestressed Concrete Lintels D512f1=24: No Yet NIA NJA YZ U) If 4-, (D v V L_ CIO U) U 3 0 v, cW G z z Q J a - SHEET NO. PA 1.1 (2) -00 > 0 Cl) 0- C 0 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 BC Simpson Strong -Tie 2020 F pproved Products Updated 12M]2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12450/2020 MM"M ♦Simpson M2 Strong -Tie 2020 FRC Approved Products Updated 12130r2020 0 For direct inks to all SST approvals listed below; CLICK HER For direct Inks to all SST approvals listed below, For direct links to all SST approvals listed below, CLICK HERE For direct links to all SST approvals listed belovi, CLICK HER M -0 For additional Information regarding Flofida!s 8tatewide Product Approval -Systern and Mlarra-Dado County Notice of Acceptance (NCA), !ZUCK fil For "didonal inforrinaton regarding Flords!s Statewide Prodirct Approval "tern arid Vissird-Dado County Notice of Acceptance (1,10A), %=Hg=RE. For additional Infouniiition in and vismi-Dade Count A), CLICK HER regarding Florida's 8tatewide Product Approval Syste y Notice ofAcotptance, (NO Z For additional Informat'an lVarding Florida's Statewide Product Approval "tern and MRMI-Dade County Notice ofAcceptance (PJGA), CLICK HERF. W a) Ul 0 -4-- FL#2355-P,7 FL#10446- FL#1045"0 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-518"to 3. q = M 9/119'and heights ranging from 4-5116'to 11' Concealed flange (3) Sea f Product Model, Number or Name Product Descrintlon Sea # Product Model, Number or Name Product Qascd2JjM Sea if Product Model, Num ber or Name Product Description version (HUSC) available for models having width equalto or I Titan Stainless Steel Concrete & Masonry Screw (TTN-, 55) 1/4" diameter Titan Stainless Steel masonry screw I A21. A25, A33t A34, A35� A44 Angles I ET, BTB, OTH BrickTas greater than 0 (3) 2 APA21, APA4, APA6, APVA21, APVA4, ARVA6 Outdoor Accents Angles 2 CMST12, OMST14, CMSTCI6 Coiled Straps 12 [US series hangers Face -mount hangers available in widths ranging from 4-7/6"to 3. 5_ 3 APB44, APB44R, APVBOG, APBSOR, APB88, APBWR, AP61 010, APB1 01 OR, APVB44, Outdoor Accents Post Bases 3 C51 4. CS1 6, CS1 8, CS20, CS22 Coiled Straps 518" and heights ranging from 9-114" to 16'. -0 0 LL = FLt*589-R6 APIVB44R, APVB66, APVB06R, APV888, APVB88R, APVB1 010, APVBJ 01 OR 4 CSHP18, CSIHP210 Coiled Straps 13 LGUS.25-SOS, LGU3.65-SDS, LGU5.25-SOS Face -mount hangers :;:,- , Ca - 0 4 APDJT274, APDJT2R-4, APQJT2-6, APDJT2R-6, AP`VDJT2-4, AP'VDJT2R-4, APVOJT2-6, Outdoor Accents Deck Joist Ties 5 CTS21 8 Compression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers CO 0 > Sea 9 Product Model, Number or Name Product Description APVOJT2FZ-6 a OSP, SSP� T'SP Shad to Plate be 15 LUC26Z, LUC21 02 Face -mount hangers -0 E 0 1 SDI 01 12DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, HIOA, H2.5A, H3, Hiff, H7Z, HIS, HISS, H16-2, H16-25 HurricaneTies 10 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- (D Z_ L_ CD_ 2 SD91 12, 809212, SDI 0112. SDI 0212 Strong-Drivie SO Connector Screw 6 APL4, API-8, AFT4, AP76, APVL4, APVIL6; APVT4, APVT6 Outdoor Accents L and T Bearn-to-Column Ties 6 HGT-2, HGT-3, HGT-4 Heavy Gird er Tieclown 518" and heights ranging from 3" to 10-1 5A V' (/) Co 3 SD9112S.S, S=1'2$S Strong,DriVe SO Connector 55 Screw 7 APLH24. APLI424R. APLH26, APLH26R, A?LH21 0. APLH21 OR Outdoor Accents Light Hang" 9 HS24 Hutrican a Tie 17 MGU3.63-$0S, AGI-15.25-505, MGU5.50-SIX9, MGU5.52-50S, MGU7.00-SDS Face -mount hangers 4 SDCF22434, SDOF22512- SDCF22614, SDCF22700, SDCF22858, SDCF221014. Strong -Drive SDCP Timber-CF Screw 8 BVILZ BrickVeneer Ledger Connector 10 HSS2-SD81:5, HSS2-2-SDS3, HSS2-3-SDS3; HS84.SD83 Heavy Stud Shoo 18 MIU series. hangers Face -mount hangers available in widths ranging from 1-9/16" to 5- SDCF221134. SIDOF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Straps 118" and heights ranging from 6-15116" to 1 5 SDCP22434, SDCP22512, SDGP22014, SDCP22700, SDCP22858, SIDCP22912, Strong -Drive SDCP Trimber-CP screw 10 C-JT3Z, CJT4Z, C,75Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20. HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS28- MUS28 Face -mount hangers SbCP221100, SDCP221134, SIDCP271400 11 DJTI 4 Deck Joist Tie 13 HTSQ16KTZ_ HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face,mount hangers available in widths ranging from I - 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong-Driva SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Ancilhor 9/1 8" to 3-WI S" and heights ranging from 3-1116" to 12-314". 7 SDS25112: SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412 Strong -Dime BIDS, Heavy -Duty Connector Screw 13 FC4; FC6 Framing Clips 15 LSTA9, LSTA12. I-STAIS, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SLJLC) available for all double SDS25500: SDS25BO0, SDS25800 14 FWARZ Foundation -Wall Angles 16 LST149, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SE)S251126S, SD$25200SS, SOS25212SS, SDS2530OSS: SD525312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 ILTB20, LTS40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9/le'to 9 SDWF2716, SDWIF2720, SDWF2724, SDWIF2726, SDWF273C Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, HICA-2, H10S, H14, HGAIO HurricensTlas 18 ILTS12, LTS16, LTS18, LTS20 Light , TwIat Strap 6" and heights ranging from 2-5181 to 11 .114". 17 18 HCJTZ HH4, HH5 Heavy Concealed Joist Tie Header Hangers IP 20 MGT MST27, MST37, MST48, MST60, MST72 Medium Girder Tiedown straight Straps FL*10007-R8 19 KBS1Z Knee-13race Stabilizer 21 MSTAQ, MSTA12, MSTAI 5, MSTA1 8, MSTA21, MSTA24, MSTA30, VSTA36, MSTA49 Straight Straps FL#1D667-R6 20 L30,1_50,1_70,1_90 Angles 22 MSTC28, MSTC40, M5TC52; MSTC66, MSTC78 Straight Straps Sea # Product Model. Number or Name Product Descrintion 21 LCE4 Post Cap 23 MS7048B3, M87C66B3 Pre -Bent Straps k" Fri Model. Number or Name Product Description I ATR318, ATR112, ATR618, ATR314 Threaded Rods 22 LS30, _S50, LS70, L590 Skevobla Angles 2.4 MST120, MST136, MSTI48, MSTISO, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1 -9/16" to 7- 2 ATUDS, ATUD6-2, ATUD9, ATUD9-2;ATU D9-3, ATUDI 4, ATUDII 4.2 Aluminum Take -Up Device 25 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MT518, MTS20, MTS24C, MTS30, MTSSOC Medium 7wistStrap 118" and heights ranging from 7-1/8" to 50". 3 BP3/6-2, BP112, BP1J2,3, BP5/8-2, BP518-3, BP314, BP343, BPRTUM-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 25 NCA2xIO-12, NCA2x12-12, NCA2x8-16, NCA200-15, NCA2x12-16 Bridging 2 QGBF series hangers Topflan ge hangers avallablein wdths ranging from 3-618'to 7- 4 CNW3i8. CNWIP- CNW518, CNW3/4, CNW518-112, CNW31A-518 Coupler Nuts 25 LSS2I.81, LSSR2.1, LSSR2.37, LSSR2.56. LSSR210-2, LSSIR410 Field Adjustable Slopeable/Skavvable Hanger 27 RCWa12, RCWB14 Wall Bracing 1/8" and heights ranging from 9-114" to 24". 5 CTUD55, CTUD65, CTUD66, CTU076. CTUQ76, CTUD77, CTUDST CTUD88. CTUO97; Coupling Take -Up Device 25 LTP4, LTP5 Tie Plates 28 RPS18, RP522, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in vvidthe ranging from 1-1/2" to 3- Z CTUDK CTUD99 27 ML23Z, Mi ML262, ML287: ML-2107 Angles 29 RSP4 Stud to Plate Connector 515" and heights ranging from 7-114" to 24", 6 N3, N4, N5, N6 Heavy Hex Nuts 25 MMH8 RoofTie-Dow 30 SP1 , SP2. SIP4, BPS. $P8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available In Wdths ranging from 1-314" to 7 RTUD.3, RTUD3B, RTUD4, RTUD413, RTUD5, RTUDB, RTU07, RTUD8 Ratchefing Take -Up, Device 29 MMHO Hinged Roof Connector 31 SPH4, SPH6, SPH6 Heavy Stud Plate Tie 513" and heights ranging from 9-1/4" to'24'. 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MULU28-2, MMLU210, MMLU1211, MMLU139, MMLUI311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoo 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUVV38 Take -Up Washer 31 RBG,RBOP Roof=Boundary Clips 33 ST9, STI.2, ST18. ST22, ST292, ST21 22, ST2115, ST221 5. ST6215, ST6224, ST6256 Straight Straps 713" and heights ranging from 11 " to 32-117'. 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 RoolTie-Down 34 TB20, T1327, TB30. T1336, T342, TB48; TB64, TB56, TB60 Tension Bridging 6 EGQ series hangers Top flange hangars available in:widths ranging frorri3-5/8" to 7- 11 URS4 1/2" Uplift Rod Run Tledown System 33 RTC=, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TW812, TW814 Wall Bracing 114" and heights ranging from 1 1-1i'Al"to 32". Z 12 URS5 518" Uplift Rod Run Tiedown System 34 STC, STCT, OTC. HTC4 Truss Clips 36 VGT, VGTR, V.GTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangars available in widths ranging from 3-114'to 3-7/9' 13 UR56 314" Uplift Rod Run Tiedown System 35 TJC37, T0057 Truss Jack Clips 37 WB1 06, WB1 06C, WBI 26, WB126C,. W8143C Wall Bracing and heights ranging from 6-112" to 28". 85 Z2,Z4:Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available In widths ranging from 3-114" to 7- Iffand heights ranging from 11 " to 32". FL#10441-RE FL#10531-R 9 HB series hangers Top flange hangers available in Wdths ranging from 1 to 7- FL#10447-R5 112" and heights ranging from 8" to 30', Sea # Product Model, Num Wr or Name Product DeSorliotion Sea # Product Model, Number or Name ftduct DeSariotion 10 HGLS series hangers -Saddle hangers available in widths ranging from 5.1 14" to 5-718" 1 DTT2 Hold-down Sell # Product Model, Number or Name Product Description I C9H2.37x5.5, CBH2.37x7.63, C131-12-374-75 Concealed hangers and heights ranging from 10-112" to 28'- 12 HOCI 014, H DOI 0122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHI UTF series hangers Face -mount (OU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114!'to 5- 3 HDOi3, HHDQ11, HHDO14 Holdclown 2 DSC2R-SDS3. DSC2L-SD,-3, DSC5R-SDS;3, DSC5L-SOS3 Drag Strut Connectors available in widths ranging from 1-9/18"to 3-9113" and heights 7f8" and heights ranging from 7-1 /7'to 32'. 4 HDU2, HDU4, HDJJ5, HDUB, HDU11, HDU14 Hold-down 3 Gec Gable Brace Connector ranging from 9.110"to23-1151118". 12 HGLTV series hangers Top flange hangers available In Wdths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCPI.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SOS, HGU5,50-SIDS, HQU5.62-SIDS, HGU7.00-SOS, HGU7.25- Facia -mount hangers 118" and heights ranging from 14" to n'. a LSTHD8, LSTHDBRJ Strap -style hold-dowin 5 HHR02-2, HHRC42, HHRC42-2: HHRC4tl,81, HHRC44, HHRC5.25fS.25, HHRC5.37/3.12, Heavy Hip to Ridge Connectors $DS, HGUQ.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-mourit hangers available in widths ranging from 11-518" to 7. 9116" and heights ranging from 18" to 26"_ 8 MPAI32, MPA144 Strap -style purlin anchor 6 HRCI.81, HRC22 Hip Ridge Connector 3f8" and heights ranging from for 12-718", 14 HUSTF seribstrangws Top flangelcist hangers available in wdths ranging from 3118"to 9 PAIS, 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, HHGUTOOSDS, HHGU7.25-SDS, Face -mount hangers 3-9116" and heights ranging from5-3/8" to 13-118" 10 PAII8, PAI23, PA128, PA135 Strap -style purlin anchor a LSU26, I-S.31-126. LSSUZO Light Slopeable/Skewable U Hanger HHGU9,OO-SQS 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from 1 -9/1 5"to 5- 11 STHDIC, STHDIORJ Sltap=style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS282, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUSEI�5010, Face -mount hangers 112" and heights ranging from 3-7/15"to 15", Concealed flange 12 STHDI 4, STHDI 4RJ Strap -style hold-down 10 TC24: TC26, TC28 Truss Clip HHUS7 26110 version (H UCTF),avalable for all models having width equal to or 11 THA29, THA213, Ti THA218-2, THA2222, THA41 3, THA41 8, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers, available in widths ranging from 3- greater than 2-0 6" THAC422, THA426, THA422-2, THA428-2 118" to 5-118" and heights ranging from 4-310ta 15-3f4' 16 HWP series hangers Top flange hangers available in widths ranging from 1 -016" to 7- 12 THAII.81122, THAl2,D6f22, THAl2 1122, THA1222, THAI322, THA13522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5-316'to 26'. 13 THAL422, T14AR422 Skawed Truss Hanger double 2X and. 4X models, only acute flange is concealed,, 17 HWPH series hangers Tppflange hangers available in widths ranging from 19116'to 7- 14 THJA26, LTHJA25, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210. HTU26-2, HTU28-2, HTU210-2 Face -mount hang err 112" and heights ranging from 5-318" to 32', 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9118" to 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-7/8" to 19-1114" Concealed flange 518" and heights ranging from 9-118" to 16'. 17 VPA2, VPA25, VPAS, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9,`16" and heights 18 VTCR ValleyTruss Clip greater than 2-9116". ranging from5-3/8" to 7.14", 10 HUCOI.8119-SOS, HUCQI,81111-SDS, HUCQ210-2-SDS, HUCO210-3-SDS, HUCQ310- Face -mount hangers 20 J9A series hangers Top flange hangers available in vAdth of 1-9116" and heights SDS, HUCQ410-SIDS, HUC0412-SIDS, HUCq5.2"-SDS, HUCQ5,25/11-SDS, HUCQ610- ranging from 9-31118" to SOS. HUC0612-SOS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12MI2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3OaO2O Simpson Strong -Tie 2020 FB.0 Approved Products Updated 123/2020 For direct Inkstoall W approvals listed boavet CLICK HERE For direct links to all SST approvals listed belaw, CLICK HERE. ==.-For For di Midi to all SST approvals Isted below, CLICK fir:RE For direct links to all SST approvalslatod belve, CLICK HERE. For addrtlona1 Fcirmadon regarding Floncla!s Statewide Product Approval System and Mierni-.Dade County Notice Qf Accaptance (NOA), mom% For additional informaton regarding Floflda's Statewide Product AppnovalSyatem and Marni-Dade Gc$iMy Notice ofAt:oaptance additional information regarding Flonda's Statewide Product Approval System and Miarni-Datit County Notice ofAcceptance (NOA)..QL. For additional Information regarding Florida's Statewide Product Approval System and Marri-Dade County Notice QfAode pLanre (NCA),.Q,O 21 LB series hangers Top flange hangers available in width oft -0 6" and heights FL#11468-R5 18 SILBVI,56, SILBVI.81. S&EV2.06, SILEV2,37, SfWV2.56, SA-BV2.68, S/LBV3.12, Top Flange Joist Rang" 5 SET-XF' Adhesive Anchor for concrete anging from 54JS" to, ranging S/LBV3.56, SILBV3.62- SILBV4.06. SfLBV4.12, VLBV4-28, SILRV4_75. SiLBV5.50 6 Strong-Sc,12 (STB2, STI32-48S, S7132-68S) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangersavailable in w0th of 1.0116" and heights Sea X Product Model, Number Or Name P[2duot Description 19 SILTT20, StOTT2Z, SIHTT14, HTT4, HTT5 Holdmyns steel and Types 304 and 315stalnless steel ranging firomg-3116"to 13-10', 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MSTOO, SIMST72 Straps 118 mil (10 9a) 7 Titan HD (THD-H, 7HD-HMG, THD-144SS, 71-40-1-16GS, THDCS, THO-CS8SS) Titan HO Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LLG5, LEG7 series hangers Top flange hangers available In widths ranging from 3-114!'to 6- 2 HRSO, HRSS, HRS12 Strap Ties 21 SPII, SP15 Stud Plate Ties available with hex head,ln carbon steel and Types 304 and 315 718" and heights ranging from 9" to 33-112', 3 HUCC210-2-SDS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties Stainless steel, or with countersunk head in carbon steel and 24 MEG5. MEG7 series hangers Top flange hangers available in I'Vidth$ ranging from 5-114" to 5- 4 THGB2, TH0133, THGBH2, THGBHS. THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-117', 5 THGQ2-SDS3, THGQ3-SDS45, THGQH2-SOG3, 7HGQH3-SDG4 5, THGQH4-SDS8 Joist Hangar 24 T9D22 Truss Brace Diagonal 8, Titen HD Rod Coupler (THD37634RC, THD50ga4RC) Than HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in Wdths ranging from 1 -9/16" to 5- 6 THGW3-3, THGW3-4, THOW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HO Threaded Rod Hanger (THD32515SRH, THE)537158RH, THD37212RH, Titan HO Threaded Rod Hanger for concrete 26 PF, PF8, PFIDB, PFD5B series hangers 116" and heights ranging from 9-114'"to 24", Top flange hangers aVailable in wdth of 1-9116" and heights 10 THD50234RH, THD102112RH) Wedge -All WA) Wedge -All Anchor for masonry ranging from I-aff" t07_111611% FL#1111471-115 FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Sea # Product Made], Number or Name Product Description Sect # Product Model. Number or Name Product Descriotion FL#16230-R9 118" and heights ranging 9-14'to 32". 1 DETAL2D Double Embedded Truss Anchor I CCQM3,62-5QSHC)G, CCQM4-62-SDSHDG, CCOM5.50-SDSHQG, CCTOM3.62-SDSG. Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anohor CCTQM4,82_SDSG, CCT(aM5.50-SDSG, CCC6M3.62,SDSG, CCCQM4,62-S08G, sec # Product Model. Number or Name Product Description 3 1-116,14113S, ­116-2. H16-2S Hurricane Tie CCCQM5;5O-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-11­5 4 HETA12, HETAIO, HETA20, HETA24, HF-TA40 Embedded Truss Anchor 2 F_CCI_QM3_62G-KT, ECCLQM4_62G-KT, ECCLOM5.50G-KT, ECCLLQMD3.62G-lkT, Masonry Pier Caps 2 ET -HIP ET -HP Epoxy Adhesive for masonry 5 HETAL12, HETALI6, HEFAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLGMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD462G- 3 SET_XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model, Num bar or Name Product Qescdetjga 6 HGAMIO, HMO Masonry retrofit connectors KT, ECCURQMD5 50G-KT 4 Strong-SpIt 2 (ST82) Strong -Bolt 2Wedge Anchor for masonry I ABA44, ABA44R, ABA46, ABA46R, ABASE ABA66R Adjustable Post Base 7 HHETA16, HHETA20. HHETA24, HHETA4D Heavy Embedded Truss Anchor 3 HGUM5.25. HGUM5.50, HGUIM7,00, HGUM7,25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titan 2 Screw Anchor for Concrete U) 2 ABU44, ABU44R, ABU46. ABU46R, ABU5-5. ABU5-6. ABU65, ABU60. ABU66R. ABU88. Adjustable Post Base 8 LGT2. LGT3-SOS2.5, LGT4-SDS3 GirderTiedown 4 LOUM26-2,' LGUM26-3, LGUM2&4, LGUM28-2. LGUM28-3. LGUM28-4. LGUM210-2, Masonry Beam Hangers 6 Titan HD CTHD-H4SS, TFID-HOSS, THD-CS6SS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABUS13R, ABU1010, ABU101OR, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44,Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW136RZ, ASW7-7 Adjustable Post Base 10 META12, META16, META18, META20, META24., MFTA40 Embedded Truss Anchor 5 UBHA3.121g.25, MBHA3.1'2JI 1 25, M13HA3.56TTZ, MBHA3.%19�25, MBHA3.56111.25, Masonry Top Flange Beam Hangars countersunk head. 4 AC4, AQ41R, ACE4, ACO, ACOR, ACEO Post cap 11 MSTAM24, M,5TAM36, MSTCM40, MSTOM60 Strap Tie for Masonry MBHA3.66111.88, MBHA&58114, MBHA3,56116, M8HA3.56118-, VIBHA5.5Of7.25, 7 Titen Turbo (TNT) Titen Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R. BC6, BC6R, BCS, BCS22/41 BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist - Strap for Masonry MBHA5-5019,25, MBHA,5.50111.25, MEHA5_50111.88, MBHA5.50114, MSHA5.50115, 6 C644, C1346; OB48, OB68, CB88 Embedded Column Base MBHA5-50/18 0 (D 7 CBSQ44-SDS2� CB5046. SDS2, QBSQ66-SDSZ CBSQ88-SDS2, QE38088-SCS2 Embedded Column Base 6 MUHU3,5619.25, MBHU3,15$111,25, M13HU3,56111,88, MBHU3,,%14, MBHU3.5e/16, MBHU5.60il Masonry Beam Hangers FL#1037-R3 (D 8 CC, ECC, EOCU Series Bolted column caps with W1 ranging from 3-114" to 9-112" and FL#1 14SIP-115 AABHU3.55flS, MBHU6.5M.25, M131-11-15.50111.25, I �88. MBHU5,50/14, W2 ranging from 3-518" to 7-IJ2" MSHU5,50116, MSHU5,50/16 Sea # Product Model, Number or Nam Product Description 9 CCCSDS2_5, MCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-114" to 9-1/2" and .51a Product Model. Number or Name Product Description I )(34131016-5K, XIS1016, Xi BI 0164K, XQIS10I 8, XQ1 01 016-4K #10.16 Strong -Drive X Metal SeF-Drilling, Tapping Screws with #3 W VY2 ranging from 3-5fg" to 7-112" 1 QTTIZ OeQkTonsion Tie Drill Point 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tip, Base 2 HD12, HDI9 Bolted Holdowns FL#13975-R6 2 X_Q1 I 4T1 224, XLQ1 1461 224-2K 41224 Strong -brave XL Large -Head Metal Saff-Drilling, Tapping 11 EP644A, EPB44, EPB46, EP666 Embedded Post Base 3 HD3B, HD58, HD713, HDOB Bolted Holdowns Screvva with #5 Drill Point and Large Diameter Hex Washer Head cz 12 EPS4Z Embedded Post Base 4 HTT4, HTTSj HTT5-3/4 Tension7ies Sea # Product Model, Number or Name Product Description 3 XMQ1 14SI224, XMQ1 1491224-2K 412-24 Strong -Drive )(M Medium -Head Metal Self -Drilling, > 13 LCB44, LCB86 Embedded Column Base 5 LTT19, LTT20B. LTTI31 Light Tension Ties I SDW2400' SOW2Z538, SDW22438, SDW22458, SDW22500, 5DW2260Q, SOW22638., Strong -Drive �51DW EWPI-PLY and TRUSSPLY5oreAs Tapping Scraor. with #5 Drill Point and Medium Diameter Hex 14 1 LPC6Z Light Post Cap SDW22634 4 X01 14SI 22+ XQ11481224-2.5K XI 14S1224, XQI I 2SI 224. XQ1 12B11224-2i< *12-24 Strong Drive XMatal Sett-OrIllifig, Tappirl with M5 0 15 MPB"Z' Mpawz' MPBSSZ Moment Post Base 2 SDWC15450, SDWC15800 Strong -Drive SIDWC TRUSS Screw Drill Point 16 P1144, PB44R, P1340, P866, PBOIR Embedded Post Base FL#13628-R5 3 SDWHI93OODB, SDWH10400DB, SDWHI96OOD8, SDWH19800DB, SDWH191000DB Strong -Drive SDWHTIM8ER­HEXSorew 5 XU34SIOI6, XU34BI0165K #10-16 Strong-DriveXU Metal Self -Drilling, Tapping Sore%-awith 17 PBS44A, PSS46, PBS66 Embedded Post Base 4 SDWH27400G, SDWH2760OG, SDVVH27000G, SOWH271000G, SDWH2711200G Strong -Drive SDWH TIMBER- HEX H DG Screw #1 Drill Point 18 PBV61 PBViO Round Post Base Swill Product Model. Number or Name Product Description 5 $DWS16212,1 SOWS1000, SDWS1 6312, SDWS1 6400 , StonR-Drive SIDWS FRAMING Screw CU 19 FC44-16: PC46-10, PC48-16; PC64-18, PC65-16. ERC44-16, EPC45-15, EPC48-15, Post Gap 1 S13518x24, SB7/8x24, S31x30 SB Anchor Bolts 6 SDWS19600,,SDWS19712_ SDW,922400,SDW522500,SDWS22512, SDWS22000; Strong -Drive SDWSTIMBER Screw(Irtemir Grade) EP064-16, EPCS6-18 2 SSTB1 6, SSTE20, SSTB24, SST-828, SST8341 SSTB36, SSTEI 6L, SST82OL, SSTB24L, SSTS Anchor Bolts SDWM800, SDWS22900, SDWS221000, SDWS221 100, SOWS221200 SDWS221500 FL#35320-RO 20 PC4Z: PC4R7_ PC37, PC8RZ, PC87, PCBRZ, F=PC4Z, EP04RZ, EPCdZ, EPC6RZ. EPC6Z, postcap SSTB28L 7 SDWS223000a SOWS2240ODe. SDWS22500DEL SDWS2260ODS, SDW=80ODB, Sirrong-DriveSOWS TIMBER Screw (Exterior Gfade) EPCSRZ SDLWS221GOODB Sea # Product Model, Number or Name Product Description 21 PP344-4Z, PPB44-6Z Post Base a SDWS22312DBB, SDLWS22512DBB Outdoor Accents Structural Wood Screw 1 OSSC845-5, DSSCe48, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS274OOSS, SDWS2750OSS, SDWS27GOOSS, SDWS2780OSS, Strong -Drive SOWS TIMBER 88 Screw 2 FCB43-5; FC845.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector TS SDWS271000SS, SDW527120035 3 FPHSD34S1018, 'PHSID341111018, FPHSD3461016-5K, FPHSQ34S1214, 'PILISID34131214-5K #10-18 and #12-14 Strung -Drive FPH,9D Framing -to-CFS Seff- SecProduct Model, Number or Name Product Descriotion 10 SDWV13400 Strong -Drive SDWV SOLE-TORIMScrew FPI4SD34B1214. [Drilling, Tapping Screws FL#1l0866-R5 1 CMST1 2,CMST1 4, CMSTC1 6, OS1 4, CS116, CS1 8, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 5 LSFC2,25, LSFC4.25'. LSFC6-25, SFC2.25, SFC4.25, SFC6.25 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSC6.25: MSSC.2.25, MSSC4.25: MSSC6.25, Steel Framing Connector Steel Stud.Connectors Sec # Product Model. Number or Name Product Description 2 HRS6, HRS& HRS12, FHA6, FHA9, FHAl2, FHA18; FHA24, FHA30, MST126, MSTI36, MST148: MSTISO, MST17Z SIMST27, SIMST37, StMST48 Straps 97 mil (1102) MSSC4_25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS2C, HTS24, HTS28: HTS30, HTS3DC Heavy Twist Straps FLAI33%3-R3 16 RCKW3, RCKVV5.5, RiCKW7.5, RCKW3S, RCKVV5.6S Rigid Knee Wall Connector 2 FRFP Fiat Retrofit Foundation Plate 4 LSTA30, I-STA36, LST49, LST173, MSTA9, MSTA12, MSTA15, MSTAI8, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SOB45Z, SC845.5, SC6475, SCS49.5, SOB411 5, MSCB45.5, MSCB47.5 Bypass Framing Slide -Clip Connector U) 3 CH4�-i>,,GH4e-8,GH48-6,UH48-8,GH410-6,GH410-8.GH5",GH66-8.GHOB-6,GH68- Girder Hanger 5 LSTA9, LSTA12, LSTAI 5, LSTAI 8, LSTA21, LSTA24, ST292, ST2122, ST21 16, ST2215 Steps 33 it (20 g a) Seci 9 Product Model, Num her or Name Product Description 8 SCS32-5197, SC562-51IR7, SC562-511 18, SCS82-5/1 18 Bypass Framing Connector 8, GH61 0-6, GH81M 6 I-SUBI-13.25. SUBH3.25, MSUSH5.25 Brughi Connector I AS 18, AS I W5, AS I SS6 18::ga Truss Plates 9 SCW3.25' SCW5_5 Head -of -Wall Slide -Clip Connector 4 GU35A, GLB5B, GLB5C, GLB51), GL87A, GLE713, GLB7C, GI_B7D Gluilam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 26 ge. High Strength Truss, Plate 10 SJO 8,25, SJQ1 025, M$JC8.25; MSJCI 0.25 Sleet Joist Connectors, M 5 GLBT51 2, GBLT812, OLBT518, GBLT616, QLBT520, GBLT620 Glularn Bearing Plate 8 UTS12, LTS16, LTSIS, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.51 8 Bypass Framing Slide -Clip Strut Connector 6 HGLBA. HGLBB, HGLBC, HGLBD Heavy Ghtlem Bearing Plate 9 MSTA30, M5TA30. ST6215, ST6224, 5T9, ST12.57118, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH78B1 414 #14-14 Strong Drive XLSH Shouldered Salf-Drilling, Tapping 7 HG7-2, HGT.3, HGT-4 Heavy Girder Tiedown 10 MS7C68, MSTC78, STS256 Straps 88 mil (14 ga) Scrpw'. LU 8 UFP10-SM Universe I Foundation Plate 11 MTS12, MTSIS, mrs18, MTS20, MTSSO, MTS24C, i Medium Twist Straps 13 XQ1 SI 018, XQI 9101 6-4K, XQ1 SI 2141 X01 BI 214-3.5K, X078SI 224, XQ78BI 224-3K 410-18,412-14, and ;ltl 224 Strong-Dritie X Metal Self -Drilling, 9 URFIP Universal Retrofit Foundation Plate 12 S`131.58, S1131,81, S/132.06, SIB2.37, S113256, SIB268, S1133.12. SW56, SIB3.62, SIB4.06; Top Flange Joist Hangers FL#1 5730-R4 XQ1 I 4SI 224, X01 1491224-:Z,5K XQ 1 12S1 224, XQ1 12B1 224-2K, X34E31016-5K, Tapping Screws < SfB4.12, SfB4.28, $164.75, S1135.50 X1 S1018, X181016-4K. X1SI21 4, X11B1214.3 ,5K 13 SIBA2.12M. SIBA2.12/101 SIBA2,112112SIBA2.12114, S/BA4.1818l waA4.18110, Top Flange Joist Hangers Sea X Product Model, Number or Name Product Description SIBA4.18112, 5/BA4.18114 I ET -HP Adhesive Anchor for concrete 14 SfHIA Hurricane Tie 2 GAC. GDP, GDPM-5C, GDPM-75, GDPM-100, COPS, GW-50, GW-76, OW-100, OTH Gas-actuatad fasteners and assemblies 15 SIHDBS, SIHD812, SIHDIOS, SIHDIOB, S/HD15S, 8/HD15B Holdowns 3 PDPA, PDPAK, POPA-MG, POPAT, PDPAT-K PINW, PINWP, PINWP-W, POPAWL, Powderactuatedfasteners, threaded studs, and assemblies 10 SfH DU4. SIHDUB. S/HQUQ, $1HOU1 I Holdowrai PDPAWL-MG, PSVLI,, PSVLS-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 IT SIJCT, S1HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. PA 1.2 s`ta}'eW�t-yyv 9I x r r4 r� f Ir Ir 1 e'4 Mounting Brackets (10 Gr +1 /2' X 4-11'2' .X 2-11" Sie rainchvf Bolts at. A''3AA2 fTYw•) Sack Cross Support e (May be rut to W) ( 6WUge) fp �"F �CrQVk� 1 �"�l tIIft s A/C Unfit. Rorturn Edge Hurricane Strap (Typ4>cA -:t in fmrTv) �t+asher� Front Crom Support Sel itki Nui May be cut to W) Left Bra 0, (` 6 Gauge) 014 Sel idling c Tlvitu 5rackests a &arJk Cross 5tfppclrt Into 4AIC shirt Bottom Side (rypicalt 31 side for hurricane Uso) 41 E Ut f1l.l - . u4�latluunrt 4t�lFJJCL1rffii err f+4aavnk4i,c-tLfa rzti-l-r unL-tut• a Rldr- .. � � iYG�f�tG p�C1 f�bESF Flonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail on, 1 oil 1152921 Code Entity or Date Dl. Date Pending Sells lVpa v.rston Manufacturer Contact Fnaln.ar&U--. Vallderted By Validated Submitted FBC Approval Approved Status Aeimatian 2070 Smelt Vona Produces, Inc. Mlehael Graham Hermes F. Norafo P.E. Lacks Bgwdeh P-E. 12I16r2020 12MG12020 122812020 Approved Cffieggry: Structural Canponents ta771441-8338 PE-73778 (334)300-1800 SubCategoy: Products lnladuced es a Resultof info@smartvent.com New Teel Cempfiance Method. Ealua6on Report from s Florida Registered Architect or Licensed Fill ss Profeional Engineer FL* fa22=Re Products Quality Assurance Approved for Use Approved for Use impact oresin" Sea# Product Model. Number or Name pod tDesorotion Cordracl Expirati 3.1. in NVHZ Outside HVHZ Resistant pressure 1 SmartVem Made,#1540-510 Oat FunctionFI dada Ventle[on Vent 121312020 Yes Yes NIA +100A100 2 Smaft am Matlel#1540411 Du al Function Read and Ventl.tdn Vent 12131202o Yes Yes NiA 11DOA 100 3 Sms V nt Medal-#1540.520 I ted'Flood V t 12f312020 Yes Yes N!A +1 DOA 100 4 Sin rtVem Mod el#1540Z21 In Mated Flood Vt 1211 R020 Yas Yes NIA +1001100 8 Smartt/ dt Made l #1540-524 16&rl G. .❑ Plead Vent q q 12l312020 Yes Yes NA MIA 6 t Smar Model 01540-570 Wood Wait Irsdated Flood Vent 1213l 02' Yes Yes N1A .1001`100 7 Sm.dVent Matlel#1540-574 1458.quot Garage Door Flood Vent 12/312020 Yes Yes NIA NIA Florida Department or Business & Professional Regulation page! 91 Building Codes and Standards 111"21 Product Approval Application Detail Code ME IN orEll Die Date pendlna Date _N!'a Version .Manufacturer Contact Fifgbf over &Lcerrse Validated .1 Validated Submitted FBC Approval Approves status Redsian 2120 Drexel Metals I.. Jaaen Shumate Zachary R. priest Locke BOWdep P.E. 08110f2020 08/0912020 08Mn020 IOil =0 Approved Category: Reeling. s02l 303-1511 P'74021 (334) 300-1800 Subcategory: Meet Reefing Ishumateaa7drexmet.cem Cernitillisrars Method; Evaluation Rap nfrom e Florida Registered Architect ore Licensed Florida Professional Engineer F L�,4i7878.(i8',Pror7cmt5 `; _. �. Quality Assurance Approved for Use Approved for Use Impact Design S-49 Prtidutl Model. Number or Name Product Description Contract EXOlrallon Data In HVHZ Outside HVHZ Resistant Pressure 1 Drexel Meld Rapfine Systems DMC 10ONS; DMC 150es, DMC 1755, DMC 2005, 12131n025 Yes Me N1A +0f-180 DMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d0 1n2021 v Code (Fare IN o we Pal Date Renoir Date . �... .r LM Version Manufacturer Contact Enamear&Lle.nse Validated By Validated submitted Frio Approval Approved St atus Revision 2020 Thermo Tru Corporation St., Jaspersol Lyndon F Schmldi, P.E. Ryan J. King, P.E. 0723n020 07112t202O 0729n020 10/1312020 Approved Catagary: Exterior Doors (800t843-7628 PE-43409 (813)767-6555 Subcategory• Swingng Exterior Do v Assembll- sjaspersonethermalru.co Compliance Method: Evaluation Repod troth a m Florida ReglsleredArchitect or a Licensed Florida Professional Engineer FL#20illl Products' - - OualttyAssurance Approved for Use Approved for Use Impact DeslgL see # Product Modes. Number or Name Product Description Contract EXolrallon Date n) HVHZ Outside HVHZ Resistant Press Ore 1 e, Thera-Tru Rber-Classic-d Smooth -Suer Nanir l68fI39;8 8qud:lmpact8quol: Opaque 12131202i No Yes Yes NIA Ccmposto Edge Fiberglass Single Door (lnswinglClAswing: X configuration) 2 b. Thera-Tru Hiper-Classlc end Smooth -Star Nominal 6&#35.8 &qud;lmped&quo! Opaque 12312021 No yes Yes NIA Composite Edge Fill... Single Door with SldoliWe) QnswingfOuls Ing'. XO OX 'OXO g .ton ) 3 c. Thermo-Tru Fiber-Classlc and Smooth -Star N 16&#39:8 &q d, imp et&.q 1' Opaque 1231r2021 No Yes Yes NIA Composite Edge Fiberglass Double D 'with or without S deft s flnswngl0ulsr ng, XX or OXXO a -fig -tics ) 4 tl. Thera-Tru FibervClassic and Smooth -Star Man nal8&#35'0 & ud-Ion act& not Opaque q p q p que 12/312021 No Yes Yes NIA Compasta Ell Fiberglass Single Door rinsw nyl0ut mg'. X e-figurAl-, 5 e.Thera-Tru FiberClassic and Smooth -Star Ncmnal88#35:0&qua inpad&quot: Opaque 12nl2027 No Yes Yes NIA Canoodle Edge Fiberglass Single Do o wlth Sfdellce sl f nswingl0utswing: XO. OX or OXO cemlial ations) 6 f Therm,-Tru Fiher Classic and Smooth -Star Nanlns189439:0 Sc-Umped8quat: Opaque 12f312021 No Yes Yes N/A Cdnpasite Edge Fiberglass Double Doorwith or without Sidelites (InswinWOutswing XX or OXXO confguradms) 7 g. ThermaTru Fiber -GI. --and Smith -Star Naninal68#3b;8 8quoglmpad8quat, Glazed 12/312021 No Yes Yes NIA Canp.a. Edge Fiberglass Single Dour fir-agoniN g' X afig 1' ' 8 It, There-Tru Fiber-Classicand Smooth -Styr rlomnal6&#35 B &.q d;lmped&q t Glazed 12212021 No Yes Yes NIA Gomdea ke EdgeFih glass Single Dow with sat Gle(s) f g10 t wing: XO. OX or oXO g tic i 9 i- Thera-Tru Fiber -Classic and Smooth-Sler at N Ili&#39.9 &qud;impad&quol Glazed 127312021 No Yes Yes MI A om Cpost' Edge Double Do., With or ••tithout Sidel tea (Inswing+Outswing. XX or OXXO sonfgurabons) QualltvAssurance Approved for Use Approved for Use Impact Deslan ",1. :Madsl. Number or Names Product. Descrrplion Contract Expiration Data In HYHZ Outside HVHZ Resistant Pressure 12 Thera-Tm Fiber -Classic and S-th-6tar Nannal:6&#39) &qud;lmpact&quol Glazed 121312021 No Yes Yes NIA Ctinposite Edge Fb rglasa Double Door wth or dhoul Sidelnes(ingwingiOutsving XX or OXXO covilli Florida Department of Business & Professional Regulador Building Codes and Standards Product Approval Application Detail Page l&1 11w2o21 cod, Empty or Data Date Data Rancid, Date 7VDe version Manufacturer Contact. Engineer& License Validated By Validated Submitted fBCApproyal Approved Status Rwalon Z020 PGTlndgslrles Jens Rososakl MIemFDade ecco -CER Miem'Dede BCCO-VAL 11/191202C iD26/2020 112412020 Approved Cat gory. Exie Doors 941 ( ) 4813-0100 ( r88 ) 315-2590 subcategory; Siang Exfclorpoor Ace-blles jrosowsM@pgtinduslnes.c. Compliance trained; Certification Pill or Listing urT' F1.kg51 R33 PreGircts _ r rrrallN Asswarlce Approved for Use Approved for Use Impact El l n Seek Product Model.Numberor Name Roduct Description C_ardrad Expiration Dale h1 HVNZ Dutside'dw'H2 ResisI pressure 9 SGD-5570.(Linga Missile Impact) Vinyl. Sliding Glass Door 04144QO21 Yes Yes Yes NYA February 12, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) As required by Florida Statute 553.842 and Florida Administrative Code 913-72r please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a DategoryfSubcategory Manufacturer Product Description Approval Numbers) Tea Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star NON-IMPAC 1 T� FL204161r1 +67.0/-67.0 st p 1 / 1/ �1 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL204 8 +67. -67.0 psf 1,2/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL 7 + 0.t -80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0I40.0 psf 12/31/2024 PGT Series 5570 FL251 z 9 4/ 14/2021 G. SECTIONAL Wayne -Dalton Series 8000/8100/8200 ##1105 (8X7) FL8248.3 +31.01-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 ##1123 (15X7) FL8248.10 +30..01-33.5 12131/2023 D.: METAL LOUVERED D S Curries Division of AADG1 Inc 607g707T727f747 f and 847 Single iPairs of Doors F 11537.1 NIA (see ins# sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +80.t -80.0 psf 1018/2023 PGT Series 5500 FL239,2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351A +55.0I-55..0 psf 2118I2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +80.0/-60.0 psf 4I3I2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353..2 NIA 12/3112024 PGT Series 5500 FL21.1 NIA 5I26I2028 E. O THE R 3. PANEL ilk'#LL James Hardie Building Prod. templank Lap Siding and HardiePlank Lap Siding FL13182.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0I-75.0 psf 12/3112021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12118I2022 B. U IDERLA,YMENTS Tamko 151b Felt Underlayment FL12328 NIA 10/18/2021 G. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Of Ridge Vents FL18918A - FL1+6918.4 NiA 9I9I2028 Florida Metal Products, Inc Vent RV10 FI 21 80,3 NIA 12/31/2024 LomancoT Inc DA-4 Exahust Vent FL17202.1 +97.5I-97.,5 psf 12/1012025 E. ROOFING TILES Boral Tilde Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.18 - FL7849.20 NIA 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150S S f DMC 175S f DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 1213112021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12131/2021 6. STRUCTURAL COMPONENTS A. 'MOOD CONNECTORS/ USP Structural Conn, see chart ANCHORS _ Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL19 9A - FL1999.4 NIA 12131/2024 MiTek Industries, Inc. Truss Plates FL2197A - FL2197.5 MIA 8I30/2021 C, ENGINEERED LUMBER Weyerhaeuser Rim Board, LVLrPSL, LSL FL 527A - FL6527.5N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158,1 NIA 5/21/20 2 Commercial Concrete Products, Inc.. High Strength Concrete Lintels FL1774 NIA 5/25/2024 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel d3 lnrzv'n " 'r. .. - _... -,� ._,..:_ -- n".:•,. - -_.. .:.. _ _ .A��fi£ �.. vrrb¥,. R �.. ,. - fir.=. .. ,;-. -. ,. ^�. Code Entity or to Date Date Pending Pot. Type Version Manufacturer --a-Enolne.r&License Validated Ba Validated 5ubmltfed Egg 8110-1 Aoprovetl Status Revision 2020 Therma Tru Corporation Steve Jaspersan Lyndon F. Schmidt, P.E. Ryan J. of P.E. 07r232020 07PV2020 0729n020 10r13/2020 Approved Category: Extol- Do- (800) 843.7628 PE-43409 (813) 767-6555 Subcategory svvrngrlg Exterior Door. Assemblies sjasperson@thermatru.co Compliance learned: Evaluation Report ire, a in FloridaRegistered Architect or a Licensed Flonda Proresslonal Engineer FL#28470-R3, Products OualltyAssurance. An Proved for Use Approved for Use Ion act Daslan see Product N)odel Number er Name .Product 0-ditlon Corniest Explratlon Date It, HVHZ Outside Ill Resistant Pressurg 1 a.Thermo-Tru hiker -Classic and Smooth-3tar Nominal 68#398bqual;lmpact&quota Opaque IW11202i 'Yes Yes Yes NIA Composite Edge Fibergiass Single Door {InswinglOutswing X ports, mtlon) 2 b-Tkerme-Tru Fbar-Clessic and Smooth -Star Nominal 6&#3g r68gao1;1 pact&quell: Opagge 12i2,V2.021 Yes Yes Yes MIA Composite Edge Fiberglass Single Door with SdeLle(s) pnserngiiOurswing XO, OXor OXO ccntigurah ons) 3 c. Tharma-Tru F ber-Cl.acc and Smooth -Star Nannudi 6$#99;8 &qud;lmpact&quot', Opaque IZ!)112021 Yes Yes Yes NIA Ccmposna Edge Fiberglass Double Doorwith or without S'delit{I .vingJCutsning; XX or OXXO conigurat ons 4 a. Thenna-Tru Rher-Classic antl Smooth -Star HdrJnal 694n,A&gapc;mpect&qud; Opaque t2312021 Yes Yes Yes NIA Cemposit Edge Ridergtaas Single Door Ilnsa'dng70utsuumg7 X' configuration! 5 e. Ttiera-Tru Fiber -Classic andsmooth-Star Nonlnel e&#39A&qud;tmp.d&qud: Opaque 12312D21 Yes Yes Y'S NiA Composite Edge Fiberglass Single Doorwith Sidel l.Is3 InswinglCutswmg; XO, OX .1 OXO configurait.," 6 fThemes-Tru Fitter -Classic and Shooth-Star Nominal d84390 Squct;tmpacl&quot Opaque 12131 021 Yes Yes Yes NIA Cemmposite Edge Fiberglass Double Doorwlth or with out actelrtes_ OnsJingiOutswing; XX or OXXO configum ensl 7 g.Thera-Tru FlIt-Classicand Smooth -&tar Nominal. 68#398&quot:Imp.1AquoL Glazed lmi/2021 Yes Yes Yes NIA - Composite Etlge Flborglase Single Door II swtngf0 t­Ing,X emfigumti an a h. Therma-Tru Fiber -Classic -and Smooth -Star Nominal 6&439;811quM;lmpad&cues: Glazed 12131i2021 Yes Yes Yes MIN Composite Edge Fiberglass Single Doorwith sideli[e(s)N singlout-thg; XO, OX or OXD pral an,, 9 I. Thera-Tru Faber-Cl... 1, .red Smodh-Star Nominal 6&#39;88qudr;Impact9quat: Glazed 1213112021 Yes Yes Yes N/A Oompasita Edge Fiberglass Double Dow with or "'l outSdelres dnsumgfDutsning; XX or OXXO conflgurehoner 10 i, Thera-Tru Fiber Class. a ad Smodh-Star piominal 8&#M;D&quot;lmped&quot Glazed 1213112021 Yes Yes Yes NIA Cenposft Edge Flierglass Singlee-Door (Inswing/outs 1ng, X-ilgiina ) 11 k. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 8&#39'08ggotJddpaCt&quell Glazed 1MI2021 Yes Yes Yes NIA Comep"ne Edge Flberglass Single Doorwith adelite(a) 0-.IngvOut- n9; XO. OX or OXO culfouretions] 12 I.Thera-Tru Find -Classlc and Smoolh-S1ar Nominal 88938,06qud;lmpact&quot: Glazed 12f3112021 Yes Yes Yes NIA composts Fille Fiberglass Double D-111th ar rvthout stl Ites(I evarig(Outsa'ng' XX or OXXO configu rations! 13 m.Therms-Tru Plear-Classic and Smooth Star Nominal 6&#39'8&qud:lmpact&quot Opaque 12I312021 Yes Yes Yes NIA Composite Edge Fiherps, angle Doorwllh &qud;Non-lmpecl&quot Stolid s) (Ins#ing/Outswing; XO, OX or OXO conigurad.ns) 14 n.Thera.-Tru veer-Cf-sid and Smooth -Star Nominal 6&#3988uquoti1mpact&quot Opaque 1]J3112021 Yes Yes Yes NIA Composite Edge Pibisrgrass Double Doorwith 8qu al:Non Impact&quot: Sidehtes (InswingtOutsill OXXO configuration) 15 o.There-Tru Fiber-Classlc and SmooOi-6Ysr Nemnal 158#3908puht;lmpact&quot Opaque JM112P21 Yes Yes Yes NIA ,"'it. Edge Fiberglass Single Dear with &quot:Non-Impectaquot: Srdehte(s) (InswinglOutswibg: XO, OX or OXO configurations) 16 p.Thera.Tru Filb-Ciessic and Smooth-sler Nominate&#39;0&qu&;Impact&qud;Opaque 120312021 Yes Yes Yas N/A. Composita Edge Fiberglass Double Doorwith 8quot:Ngp-Impect&quot:5idelhes (InswinglOutswing; OX(0: configuration) 17 q.Thera-Tru Fiher-Classe and Smooth -Star hlaninal 6&#398&qud;Nm-Impact&cud; Opaque 12r512027 Yes Yes No NIA. Composite Edge Fiberglass Single Door (dr-Ing/Outswing; X ccrrliguration) 18 r. Thermo-Tru Fiber-Classicand Smooth -Star Nondralfib#39;&&gbot;Nan-Impaet&qud; Opaque 12f31n021 Yes Yes No NIA Composite Edge nberglass Single Doorwith SidedlilX-) llrnutA m;YOutsrtng: XO, OX ar OXO config melons) 1s s. Therm- Fiber.Classie and Smooth-SSr Nominal 6&#39;8 _&quot;Nan-ImDfld&qUd; Opaque 12r312021 Yes Yes No NlA. Composite Edge Rberglass Double Doww th or ',vlkh outSldehtes (in "Ihill ng; XX or OXXO configurations) 20 tThere-TN Fiber•Classic and Smooth -Star Nominal 9&#39A&qud;Nen-Impact&qud;Opaque 171312021 Yes Yes No NIA Composts Edge Fiberglass Single Door (I s�-;Ingfb t ng;Xamfig tl I 21 u. Therma-Tru Fitter -Classic. and Smooth -Star hlcminal8&#39A &quot;N Impact&cud; Opaque 12,'312021 Yes Yes No NIA Composite Edge Ftbergtdss Single Door -with Spelde%O, OX or OXO cent arena*. 22 v. Thermo-Tru Fiber-Classlc and Smgatt-Star Woninele$#39O aquot;Nan-fmDact&quo:Opaque 12/5112027 Yes Yes Na NlA. Composite Edge Fiberglass Double Seel or kh outS tl I t llnsarngO S g, XX or OXXO ponfigurati-el 23 w.Therm.-Tru 11,lba Classic and Smooth -Star Wanhal 684398&q&;No l pact&quct; Gleaned itY31ilml Yes Yes No NIA Condi Edge F'herol.. Single Door ti-InglOut Bing, X"co'.tfigurebam 24 x. Thermo-Tru Fibw-Classic and Smooth -Star Nominal 68#39 8 a ;aat:N n Imp t&qud; Glazed 12f3112021 Yes Yes No NIA Carp -de Edge Fac,glass Single Door with smeltuel.(Insanngrowsveidg; XO, OX or DXO ..figuretichal 25 y. Thermo-Tru Fiber -Classic and Smooth -Saar 1antna168#38;B bquot:Non-Impact&quo:Olazed 1213112021 Yes Yes No NIA Cmlposito Edge Fiberglass Double Doorwith or wbh outStl Iles {In9vingfLLtssing XXorOXXO ccpfiguratlons7 26 z. Therma-7ru Fiber -Classic and Smooth-Slar Hemmer 88#39:0&;quot;Non-Impact&qud: Glazed 12r312021 Yes Yes No NIA Composite Edge Fiberglass Single. Door (Inswing/OutswIng; X eof figuration) 27 za Therma-Trip Fre -Classic and Smooth -Star Nominal 88#39U&quo(Non-Impact&qua; Glazed 1ZQ112021 Yes Yes No MIA Composite Edge Fiberglass Single Door with Stlelileis) flnaailrxiliouts inrg XO, OXor OXO configurational 26 zb. Theta -Tr Fiber -Classic and Smedh-Star Nominal 8$#39:08:quot;Non-Impact&quo:Glazed 12312021 Yes Yes No NIA --p. its Edge F bi rgla Double Doa-wlth or wth-tSidelirse ilnsN'ingtq tsering; )'Xor 0XX0 configurational Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page t & 2 1152021 ... "" ' r„ ..:... • :': .'nuns. ." -. '- e" # .,, _ -.. code Date Late Date Pending oat. Iy2E Version M facturor Contact Emil &License Validated av Validated Submltted FDIC Aopreval Aowoyed slat". Reuslon 2020 Thisma ru Corporation Steve Jasper- Lyndon P. Schmidt, P.E. Ryon J. King. P.E. 10/131202D 07/122D20 071302D20 19MZM20. Approved Dateggry` Exlendr Dears (00) 843-7628 PEAZ409 (813) 767-6555 SubCategdry Sohirging EAdricir Door Assemblies sja5persenCthermatru.co Campllare. M th iA. Evaluation Report from a m Florida Regi 1 redArchitect era. Licensed Florida Profess anal Engineer FLd`2aul-m Pradudc Qualty Assurance AppinieWfor Use A=mvad for Use Impact D-lam Sac k Product Matlel. Number or Name Product Deverin ion Contract Exmratibn Date in HVHZ Dulside NVHZ Resistant Pre.u. 1 a. Thenna-Tru Fiber -Classic and Smooth -Star Nominal 68439:8 &que :Non-Impact&qua: Opaque 12131R021 No Yes No CUA Composite Edge Fiberglass Single Doe (InsrvinglOulawing: X configuration) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i er2 152021 Code Entice oat. Data Date %rubino Date Type Version Manufacturer corrtact End!... & License Validated ey Validated $ubmitted FBCAod,,l psi Status Revision 2D20 MI Wind- and Doors grant sltFnger Luis Roberto Lomas .Steven M. Wish, PE 10/08/2020 1070612D20 10/19/2D20 12115/2020 Approved Category- Extern Doors (717) 365-3300 PE-62514 (717) 317-8454 Sub Category siding Exterior Door Assedi lles barlingertrnlwd-com Compliance Method: Evaluaton Repoli hem a Florida Registered Areritad or a Licensed Florida iroNvel.dsil Engineer ... , .. �...rlin2•s&'&Prddurts Quality itastirstric, Aporovetl for Use Atoproyad for Use kin ... t Desian S.ok Product Model. Numbalr or Name product Des. hpi Contract Expiation Dat, In HVHZ outside HVRZ Resistant Pressure 1 SERIE5420ALUMINUM SGD SERIES 420 ALUMINUMSGD OXO 12731/2024 No Yes N0 N/A 145314&quot,'x80&quo1: NON -REINFORCED 2 SERIES 420ALUMINUM SOD SERIES 42C ALUMINUMSGD. OX. XO, XX 121.31n024' Me Yes No NJA 96&qud;x80&quot NON -REINFORCE❑ 3 SERIES 42CALUMINUM SOD REINFORCED SERIES 42C ALUMINUM SGD REINFORCED DXO lM12024 No Yes No N/A 145 314&quot.SS&qud: 4 SERIES 420ALUMONUM SOD REINFORCED SERIES 420 ALUMINU 'A SOD REINFORCED OK.. 1MI2024 No Yes No NIA XO, XX96&quotX96&quoC, 5 SERIES 420ALUMINUM ME) REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12t312024 No Yee No NIA 143&qud;x96&qud; Cold. Tyge Version Manufacturer Rolieft 2020 Wayne-Dalon,a division dOvemead Door Corporetion Category Exterior Dears SubCalegory. Sash-] Exterior Door Assemblies Camp! ante M.lhed• E-1,allon Report from a Honda Registered Architect ere Licensed Florida Protesslcnsl Engtneer F UNI 48-R20 Rcipti is 55ea k Pradust Model. Numbel. er Name 3 $oD9y81047d244#1105 10 8009/810018200#1123 Florida Department of Business & Professional Regulation Building. Codes and Standards Product Approval Application Detail EntV or contact Emineer& License Dwayne Kish John E. Scot- (aUrr763-8121 PE-51737 d komishAwayne-daltm.c on Product Descrl Dt olm 9&939: Max r'+idl 14&#39: Mex. height. Glazing 'vnllable in top oflhtefrYtetl1a165E6tlon. 166#39; Max width 14a#U: Mat height, GlaZing ...liable In top or intenmedlete. section. Page 1 oF2 1i812021 ga„lq Dat. pendirlp al Validated rev Validated Submitted FSC Approval Approwd stews Jeffrey P. )%rneson, P.E. 1 D/122020 09292020 1023/2020 12/15/2020 Approved (904) 821-6200 Oualily A­c, Approved for Use Approved for Use Imoad Oesion Comract Explrall."o"s n HVHZ "side HVHZ It.id It Pressure 12l3112023 No Yes Yes '31.001-35.00 121312023. No Yes Yes 430,tpQJ-n 50 W C_ N Ca >O c '�--' U N L O cu U-t--r Cn �--# "s= 0 0O O CV U_ O .( U) O CIO O C- I--a.�WQ co L/ Q Z Z LU J E W Z to C0 0 rL O U 0 C) C0 m Q O L ca cw �- G n �' W z J z Q CL SHEET NO. PA 1.0. I ' I t t t r is a >r Florida Department of Business & Professional Regulation Pee.1 oft Florida Dapertmeritof Business & Professional Regulation Page:1 oft Florida. Department of Business& Professional Regulation Page:I wl Building Codes and Standards I WD21 Building Codes and Standards s zq l Buliding Codes and. Standards 10202I Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Code. En inter Pak to Date Pehdlria Certo Co B - - - .Entity or - .. - .[Dal0 Cate. Daze Pending Dall .. r� - .Entity. or g Qgig Date Pending PAS ..... T o V i 1 1'� � IalanufacWreY DAmact Endna,rB L � fcansa Validated. Hv VelmaAed Submitted .FHC Angroval Ada.gvea Status Vanson, Noe. yam. Manufactures - contact Bagl rear&Lconsa Valibalod Bv.Submitted. � Velydaled FHC Approval dva t Sfa Us ]yg Version ManufaeWrer contact Ename.8 Weense Validated By Validated Submitted FSC Approval Aiproaed status ReValon 2020 Carnes Division ofAADG. Inc. Tom Raley UL LLC Troy Bishop. P.E. 1211 Ur202O 1Va1n02C 1221/2320 Approved Revision 2UZ0 Ml Wndams end Doors BrenlStlinger American Architectural Stevon M. Urfch, PE 11117f2D20 1171721120 1127d2020 Approved Affirmation 2020 PGT Industries Jens R-ki Mena-Detle SCCO -CER Miami -Dada BCCO-VAL 111052A20 11N52020 1//1112020 Apot.11sel Category; Exterior Dows m41)494-2813 t954)947-4$90 Category; Wndows 171 T)3663wo Manufacturers Association (71.?J31?-8494 Gafegory:-Mndmus (841)4$6-0100 (786)315-2590. Subcategory' Esterlo, Dow Component. tom=reitay@esseabley-co Subcategory-. Single Hung bsS9nger@miao_oom 3u1ic.1vii-t=-Smgis Hung jrwcesd@pgtbndea4i..,o Compliance Mathoe- CwHfltedon Meet wLating m Compliance Method; CwtificWion Made w Listing Compunes Mamgd: C"lceb. Madr or Listing om Quality As.Wanca Aor 4for Us¢ Arrenrl for Use Impact De, s1r-r ,Fi#'11537-Ra•Protlucts _ - Sen a Product Model Numb. or Name Product es l CPressurePLM239=R2afYodOets' D w Wan attract Exbtra[IanDeta H Outside HVHZ R Is :- _ _.. •-, ... '- '° - ':. - ,;: Quality Assurance Aoorowdfor Use Avorovedfor Use Intact Damon 2 185 SH 52x72 F1a/Fl9tige Frame lGtSG Single Hung 10/D62023 No Yas No +SD/-60 duality Assreanc, Anororlulfw Use Anoravadroruse Qnog plassican 5 l0 Product Mader, Winner.. Name Product Dascnntian Coral Exsnatian aeta. In HVH£ Dutertle 4VHZ itimim.tat Pre err Lemina}2d Glass 3-49 Product Model. Number Name Producer DesCND[lon COrrtract EMblratlon.Da[e In HVHZ DU(sldB FIVHZ Basel BSaUr 1 S07 7a7, 727, 747, 757; 77T and 847 Singleand Pairs of Flush, Glazed and Louvered single and pairs or IMIJ20M Yes Yes Yes NIA 2 SH5500 (Large Missile: Impact) Vinyl Single Humg Wamd i OM012025, Yes Yea Yes NJA Doors holism t(Wal doors. Florida Department of Business & Professicnal Regulation Page 1 efz Florida Department of Business & Professional Regulation Pagei ci t Florida Department of Business .& Professlonal Regulation Pa9.1 a Building Codes and Standards r zpzl Building Codes and Standards V52021 Building Codes and Standards V5R021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detag Code entryor we Dale Code. EntM or Dar. Data DOM Pantlino Entity or Da- Date P,ndrno Data cafe Pending Data ced. Sypg Varsiun Nanufxtura- :comsat Enornear&Liconso validated I, yadad Submitted FBC Aoumral Aonmvad status Am Verelon Menufsur@r. clad Enalneer&License validated av ,tea Validsided Submitted FBC Aonr m ,[Wg Arl: Status Epp Va�lon Msnuragfurer Contact Engineer&Lcense Validated IN Validated submitted FBCAP-al. Annro .de Meta Revision 2020 MI Wndvvsa rd s �ant.t 6a Amenaa AcSteven am-e'n. PE 1122020 122(2020 ii2$2D Approved ARin.lon 2D20 au Jen?- il52D20 11N5/2020 11111I200 Approvd Retsion 2CMladDoes Brent. . Luis s, PE , PE 1010912420 10106120 I07192D20 1- 2n5t0 Approved CatBgpry. lmdaw. (717}3653309 Mafruer.AsolloR17)317a494 cat". ond 29LD-VAt (T86)315-590 Catg.y_vin 13 5 365-30 PE92i4 47179317.-454 xDow SubCategary:Fled Sdrcalbaeoryr-a ,Muam--DBtleaCCD-CER f456-1g0 esewsklMpg?mdusriesg SuhMYagdry• M.l1ona baitilryerttmwd.»m ' Campliarc Method; Certification NlarkgrListing 11-p.9arreaMethod: CargR¢affonMark wLilting urn Comp'IlanaaMethod: ;E.tuatloiReport from a P .�.r� err a$ , .:._ .,' ,. ,., :. .. r. '" - ,, . , , . • _ . .. , Fidrrds-Re sleredArchriecio aLldensed Fl.ricls, . .. .... ,.__ _ ,: : :eu24s•RZAriradrtMs ,'?:.. . _. , ...., .: ,,. ' , ;- ,• Professional Engineer nenrone snoOvUforu r ' A nredr for Im. Dua-v,Asagcaca AnrwadfarLic prvedtoUseerAnt A IaatDeal- -a,,..s,. sea-_ ProductMadal .Number or Name Product DeswptlContrast trect EX IJ at Caze IV L " Outside Regiment PaseatC§: .- S s#Product MdalNumbero:Nm ea Rduct CecautionCOMa4Exrakunoae n HVHZ 9srdHN PS.n P4s r-_e , _-_ .-- .--?.: ,. 1 : 1$SW 73x721nsuiatadGlastl4/0312023No Ye - Na o-6or-e6 5 PVt5520 (Lgi:lslle npam7 ._.l.. Vny, Fixed Window 04322$ Yes Yea Ye NIA 4u,aINA,suf,,.a.. tpa. A..,:.dg. rotl for Uso Apbrob'a: for e c �2r.L1 sgp9.R produof Modal Nrimh'et'Dr Name ^rodugt Doscriotign Cdrtredt Eznfraffdn Datto. IIaHVH£ outside 14VX2. Rase§4an1 P•s4dti 2 5764 Vertical Aluminum Mullion 1213V2024 blo. Yea Yes WA Florida Department of Business & Professional Regulation Pagel erl Building Codes and Standards 5rzozl Product Approval Application Detail . Code �n I'4Y4d. am a. Date Data Pandng -Data MM Typevacation McmuchectUsei Contact Enbinaw&Leans, Validated.W Validated Sider etl FBCAooroval -Aooravad Status. Fill 2020 1 doors - d Dow. M Win an d Brent.S¢fin of mean Arch A@Gelal g Am Steven M. Unth , PE 10MO2p 2a 1010 a20 srz. 1p1152o 4 2 Aaprwea Category: Vi't' ins (717) 365.33oo Miscutcotwers Association (717) 317.8454 subcategory: Horizontal Sider bsrin er miad.com 9 Compliance Meihoct Cwlirroation Mark or Listing - - - FU}'7535j-RaRoduers Quality Assurance Approved for Us. Approved per Use Impact curstion_ Sea C- Yreduw Modal Number w Naha Pradudt Descried. Context Fldeapan Date In 'HVHZ Outskla HVHZ Reactant P.... 1 HS I W Fin and Flange: Frame 73x62Insulated Gies, 02MM1124 No Yes No. +55155: Florida Department of Business & Professional Regulation Pane i d1 Bui ldi ng Codes and Ste nda rds hsr2021 Product Approval. Application Detail Coda Entity or ,patg D*e Date Penuche emote MM Version Msnuraetrirer contest Engineer&Us- Validated: By Validateel Suemmsd FBC Aw-al Aenrouad at- A"Irmi tlon 2D20 PGTlndushles Jens R.--M MI rr -Ds de RCCO - CER Miami -Dade BCCO- VAL i W52020 111052020 111111200 Approved CategaryWindprva (841) 48G0100 (786)815-2590 suticaf@gmY-Mulli- jr. wsk1'@pginduatdea,C Compliance MOb.d: Certification Mark or Listing - ': orn ` ^ '. ` .. •NLKLBt;KiSr'oduets ':; ,.. , •, Quality Assurance Annreyadtbr Use Amnaved for UeeUse Imoad Oeion i£B,fi Product Model. Numb.: or Name ProductDeswItal Contract Expiration Data: III HVIiZ outside.HVHZ ftrilatant. Presamr.- 1 Writhe to-AII DaM.0 windr9r9s Aluminum MulhorsJ u5/26f202B Yes Yes Yes NA Florida Department of Business & Professional Regulation" Blinding Codes and Standards ProductApproval Application Detail Eirilry: at. M Date Date Paneling ;Me Paae"1 art 1i6/2a21 Code .. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail , . EniltY:ar. _. - :.. Date. PM Dare Pending Mgt pagal art 102021 Ce a .. Florida Department of Business &.Professional Regulation Building Codes and Standards Product Approval Application Detail - ... EnBN ar Mgt Dom. date Pending apt@.. wga:l w2 102021 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peace 1 art 1612p21 C,y;Q&. amity or Date IaL Date Piercing. ,Qate ' T. e V `wwfcuft rer �� aren fit M "o act , li C nl. EnR moor&License. Neutered 8v ay udat.Ra.. Submitted FBC. AoomYal A,tlt'nvBd ,gtetue Tvoe Variion Manu{ar,�erar - �rdaet. Ennlnear�LmansB V�fjr�latatl_HH -" - Validated 'Suhmitfetl FBCAnornval And'Gv9a Stews TY6s Version :Manufacturer. CorC�fa¢f E11pinAar &.lJcansa Validalatl ay V�deted BubmdtBd .FHC Approval ADRroYAJ Slatua. TV-- ,nut ctumr T � Yr$rg(p�i IN eel Enbtncar8 License Validated 6.i �t Validated'S b IHo Q m d FBC Aboroval .via Anwe d to u S t s 's i Rm4 inn 203a J mea Handle, :P Products, a H I Building rodu s. Inc ... , . g . - a ie. Chad ks V Andrew Tan John Southard, PE. rS d, 01ia 20 1 4202a _51 21 211 Da G2a2 At.... 1 .. ding FeG Aplx i la 20 - Bevis n 20 Alsxla. I T m L Schmidt, E. a J. NCK ha .leapt Lyndon F. lint t, P, Ryan . Kfig.. P. 1026/29217 1012812D20 11J02202a 2 17115rza 0 Approved ReMslon 2020 GAF bo .. eel: @ Robert lemina Jahn .zBv ch E Mloh &tl e R p N n 1N Kp 7 , P 05 2a 921na2a F2B72o 0 90ro22020 12l4512a . . 20 eyed Approved R vise n 20zt1 T KQ ukdlrt Rr acts. LC Building e a AM g od L . Robert le one J c WP ez Nch E Kern.eon d n R N min n oh Kn a .P K 0MV20 OWSM20 1 2 20 2 2 a / 02a 1 n22. 1 (1 1 Zti 215!2 ,. owed Approved Category: Panel Walls. f80g)545$358 PE•a1662 352)367.2526 Category: Panel Wells. (330)922.2389 PE-43405 (813)767-6555 Cafegor}. Reefing t&00)766-3411 PE-59160 (954)'772-G224 Car -gory: ROoktg (417)624.0644 PE•59166 (954)772-5224 SubCateigory: Siding chat dilersk,Qlamesnwdi Subcategon,; b'of ft$ nlhompsmgelede:can SuleCalegoy: Asphalt Shingles mstleh@gcf-m subcategory: Undedeymants kerd_euen@femko.com compliance Melhod; Evaluation Report from a e:com Compliance Method: Evaluation Report from.. Compl ants Method: Evaluation Report from a Compliance IfieVtod: Evaluation Report from a Florida Registered Architect ora Licensed Florida Redd. Regishared'Architect ore Licensed Florlda Florida Reg)stwed Architect or a Licensed Florida Florida R-agestered Architect w a Licensed Fioride Professional' Engineer Proasslonst Engine. Profc.mtr al Engineer Piofession.1 Engineer :tJi131SZ.RaPi'odgrda. - F .'. : , -_- _ taL15272•fl3. Produvta ,.-. _._ -.... -.. ..._-.-- tktpl7a-R�Proeprda: '."._._. -QVi1N -Dea1n - _.'. ..... Quality Aseerearfce:.Aparowtl for U,B Approved for Use IQdCf D@S(wl - -. - QnaI1LYASslralC@ kgprOYdTOr U9B Approved rOr U30 lmDaGi -Q09191- -.... .:.' -... 4 A.5UfdM AOROdfOr[SB Agar for Use Ion aef QualPry AB%ranse Arrarawelfor USa AperoYsel for Lea a D 51r Se k Product Nurnbar or Name _� Pr Process Descrlpdon o Contract Ealwraaon Date In XVXZ Outside HVXZ "sistant Pressure S-00 Product Model Number er Name '- Product aesMotion Contract Eipwau& Daze In Outside HVHZ Resistant t P s u . Sea a ProtluM ModeL Number w Name Product DasCi9Rtlbn Contract ExtilialloRData In HVHZ Outside HVHi R,slstaM Pressu� a Product odd -b d us@ M Numt . or Product Descrlieft Contract EenIraNai Dare P r HVHZ outside HVXZ Remotest R�'I,� Pressure i Cemptank Lee Idhg fiber-gemegr lep51r:Mg 1MV2023 Yes Yes NIA WA 1 a.&Riot2TEgeck. aunt. Vent w5gid Mnyl 9det 1MV2021 No Yes No WA 1 GAFAsphelt Rod:atingiea Fiberglass minf-d!3-tab. laminated, 5•teb and 12f162022 No. Yes NfA NIA 1 TAMKp Roof. Undenayments(H\W) Roorunrdedaymentefaruse in FBC HVHZ 1411812021 Yea No NA WA 2 HwoePlanh Lap Siding iibw-cement l P.ldhq 12131f2023 Yes Yes NIA NIA 2 b. &quotAlliencs T4&quot•, sort Vent or Wid'Anyl.Safft 12131f2021 No Yes No. WA hip4'klge asphalt shingles jurisdictions. 2 TAMKO Roof ilnderlsyments(NDN-HVHZ) Roof undedaymemsfor use In. FBC mat-HVHZ 10/1812a21 No Y. NIA N/A Jurisdiction, Florida Department of Business & Professional Regulation Building Codes and Sta ndards ProductApproval Application Detail Peg. 1 dI IM12MI Code il oats ,pate Dalo Pending Data 12112.V_j_ itanufsuturer Contact Emmbear&Ucensa Validated By validated Submitted FBC Aoemval Assial StMu9 Revla h 202D LVr Than cn, Ina clod Thom son Architectural RS p Too Christman Zaen R. Priest Stevan , Orion, PE Y art M ria11, D 20 2 2 &N 7I20. 0&'i 6r2O O Old Ds/22R 2 1 27152020 Approved Metals Company(TAMCO} (84312483456: PE74021 1717)3174454 Category: Roofing aany@gom,taGoofng.com SubCatogory::Rooting Acoesew(es that are an Integral Parr fifth. Roofing System Co hoe Method: Evaluation :a mPra aonRepon from Fronds Registered Architect ore Licensed Flwlds P �Lit'f6a7E'.R3Arsrdua€ Professional Engineer - . " QtaIlN Assuraa5ce _ Agproyadfor Uso A rarowd for'U. m e." 1 Da e" Design Sauk PrnductModel'..Ill tDr Name Produd:Descr of on Contrdcf`Embatfbn:r)ate In HVH£. Qulslde RVRZ i Pr'essUrt 1 TAMCO Fiat Top ORRldga Vert WhHare for Tge 26 ga. slatio roafaemllm.,Mth here oefog2026 Vas Yes NIA WA 2 TAMCO Gooseneck Venl 26 ga. 091091206 No Yes N/A e01-525 3 TAWO Off -Ridge Rol w,llh BatAa 26 ga$iatio roofroentiiator with integrated Daffla OWQ912M Yes Yes NSA WA 4 TAMCO Round Tap Olf-Rldge:Ventwith Bare for Tile 20 ga. static roofyerstiiater with bare 0910912026 Yes Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d1 IMM21 Cbda Entree Dr Data Data Mate Panel- am - Type version Mamdaaur. courtau Bnnineer & License Validated' By Validated Submitted FW Approval Approved stactlys Revision 2020 Mettle Meru Products Inc Clnrh 4 ..a James L. Bucker, P;1l Steven M Urldh PE A8272020 0912512029 10N412020 127101292G Appr od e aregorv- Roofiag 4 f8 00 (9¢. 7 3 24 C6UCKEn "nee p w i g T17 3178464 (( } Subcategory Rcring Ancer-res that are an alark@flarrnro,aom PE-31242 Integral Partofihe Roofing System r-puanceAllafful Evaluation Report R.ma Florida Registered; 5tchileot w a Licensed Florida Professional Engineer F L'(7gg-Rg PtYFdt3tf - Qua3h+Assurance Anpravad for Use A. proved far Use Ion es m DaeT Soa# Pritdrrct Modal NumQ.rt4ama R d [Daur(et on Sontract Etinhat on Data in HVXZ Dul9itf,.HVHZ Regiatanr PJ,o_ssuly, le rsu 3 3- FLAMCO&quot.RV 10 Ridge Venl&quot, Alum um Ridge Vents.{orpitched roofs fabricated 12131=24 No Yes No NIA from 0,025' A) - re. Florida Department of Business & Professional Regulation page > r1 Building Codes and Standards 117M21 Product Approval Application Detail Cade My 0r Date Data DO, Pandllm Data jYB.c Version lannufacturer Cori Engineer.&License Validated By V,rdtd Submitted FBC Aoc.vm Agmuyeil aladus. Revision 2020 Lonlanec KatrtnaJalley James L Buckner, P.E. Stev,n:M U ph., PE 112312020 112312020 11292020 dimij FBC Appn cmisgorys Roofing (501)e93-61133 PE-31242 (717):317-8454 SubCmAgaiy Roofing Aece5scrie, Oct are an kjeleyeloman-Wee Moored Perrofthe Roofing Syisam Compliance Melhbb Evaluation Won from Flw1da RegWwedArehitett w a Licensed Florida - Prefossionai Enginem PLi117 '%sjt�P:ruBiideE :.-� '; „ • ' , .. ,, _ . Quality- Asa ueduce fty"ll for Use" Appr2viW foe Lies Impact Be- a Product:to,#,& Numb. w Naive Product DescrioNon coarallEmrraKgM1V.A.. in HVHZ Outside HVHZ Resiclud Pressure 1 Deck Akl DA4 or TR1.6uiltV-k-Air DA-4 Lcav Pro@e. Polypropylene. Plastic, Roof Vent 127102025 No Yes N. +97:5f57-6 Mechanically Attsehed to PFyymod Reek. Florida Department of Business & Professional Regulation pager dz Building Codes and Standards 1972021 Product Approval Application Detail It rag ifs Ityw Dare a[�g, Data Pendrno Data 7- Van Manufacturer Cantaet Enefnew&License Validated ay Wislated Zubmiltad FBC Agoraval Anoroved Status Revision 2020 B-1 Rodgng And..., Rabin APMo Uniform Evaluation Gary W. Walker 11d132020 11AJ22020 IVD612020 Appr-d Category- Roofing (01)380-6091 Services LLC. (205)854-0160 SubcategoryRoaring Tiles RcbinAndwacmQbwm.cp Complla-01.0hod: EvalumlM Report from e" m Product Evalu t oh E by F1 7 lilor bHuenc QUaIRVAssrlrm" Approved for Use Awroved for Us, impact Design fi P odugt Model 14-her or Name Pr uct 10 lotion Contract F-irenon Data Z Debacle HVHZ - t Pre sure 18� BaxanY-Sick@ Slate, Gauntry Slate Split Old English RE roFle-D river, CO 12r3i 20217- No Yes NIA W�'A Thmeh 8Amp Impact 17 Saxon G0D -Slate ShWo &- It snake Y D SP I Flat Profile Stockton. CA � 1281202 0 No Yea NIA r NIA 18 SaXony600-Slate 9hake8amp Split Snake Flat Profile Riego CA: 12131202D No Yes NIA NIA. 19 Saxony TOO -Shake Sim.&amp, Solt Shake Flat Praete Stockton: CA 121312C2D No. Yes NIA NIA. 21) Saxony 70d-Shoe, Stele&,amp: Sell Shake Feel Rrv81 Riaho, CA 121312020: No Yes NIA NIA 27 Tel.. Espana l aa¢alcna Hgh Profile -..Katy, 7X 121312420 No Yea N!A N/A 28 VIlle Law Prgfl. - Katy. TX 12/3172020 N. Yes NIA rLIA N N Cn Z5 O}P N U L O .� C +� �1 y,/ CL (� /� /^I,, W i- ^, W 3 -0 [ , O L Q O W O M O > .0 //tt'� \V �.e C � .� '-+�^ Vl z z W J V.j C: O I Florlda Department of Business & Professional Regulation paoe1dl Florida Department of Business & Professional Regulation pant MI Florida Department of Business & Professional Regulation Pas.I d1 Florida Department of Business & Professional Regulation Pagel oft M Building Codes and Standards Product Approval Application Detail 1/712021 Bullding Codes and Standards Product Approval Application Detail Ir"12021 Building Codes and Standards Product Approval Application Detail IM2021 Building Codes and Standards Product Approval Application Detail to/2uz1 V MM Code Verston Manufacturer Entity nr contact Enalneer a License Valktatetl 5V Data Due ,Duce Validated submitted Data Parl FBC Annroval net. my - Sta s Cam$ We- V=ivn Mweefaeturer tablityor Curat. Engineer & Lt,-, vaadatul By Date game. V.Il Submitted me Pending FRC Ap-ml pate Asicarl stales Code 7VDe Version Manufacturer Contact Ei almar'a ucam4 Validated Sy Jpetg ,Ijgjg Validated Submitted ted Data Pa.*- FBC AmrorAd 0;$gt Approvet status Quite ]lr�, Version Manufacturer EntN or ah" Ccnlad. Engineer & L-cris Validated By Validated 2111 Dat, Pencil- 9& Submitted FBC Aodmval rAno o ev d Status . Re+nsk)n 2020 GIr�51 Protection Products, LLC. Gategwy Shatters StihCetegdry. Storm Panels rim Rotanson Weiler A. Tllgt Jr., P.E. John W. Hnerewch, PE (954) 988-7545. PE-44167 (954) 772-6224 tlm:rabkrson@gppent:corn D9N812020 09p82020 1(W12B20 1211.574020 Appro+eo Revision 2020 .. PJI AmenRan Shu9ars and Glass (atogofy:8hultem 3uheete901Y: Siam Panels Mike Bartiiefi Frank L, B9nnartlD. P,E Troy BIsX¢P• PE (5G1).712.902 PE-0046549 (954) 547-00) mikebCallamericrenshutte 11N2812020 1an5f202o 11ro52020 12/t52020 Approved Revision 2020 n- Alpo e Category. structural Components 9u1dCal.gon-. Truss Plates ... - ,, an : stueHLe,rrs I Evalueton Sernca LLC Wlfire M.R fen PE CC m 1321) 710-3377 t407j Gel-1917 - 1202a 10' 20 10/3 122J20 , 1 ro.. 1 5I2420 110e✓?92g 1 _ Approved Appr C as e r [s c Reulslan 2020 omm. ICmaat Poduc In. C tegwy: Screclumi Components Subcategory Products Introduced as a Result of a Jos Robert Giflis Samuel A. Gieenb nH rg oy 12t162020 (613) 659-3707 PE-34245 (3,52) SM-5311 precastgatw@yahw wm 121162020 1229R920 din FBC.A r i g pp Cmrmllalce Memotl- Evaluation Report from a Fiords Registered Architect or a Licensed Fields Compliance Memotl Eveorlon Report from Floxla RegistereciArchi ect or a Licensed Florida M.00m Compliance Math d: E,W.mion Repot from Product Evaluation Entity Nra Teehrmlogy Compliance Method: Evaluahm Repot Nom a Professional Engnea Professional Engineer - -. ,. , Flonda:Registered-Arenitegtora Licensed Flodda Professional Engineer :;LAi*v038R S.Rnducts - F " . (dualrly Assu a. Inc- Aubrav,d for Usa Aop rbvabfgr Use �acr. Desi n T74-R6:F4odtlats , - - _ _ 01uallNAssuranee AmrDved far Use A roved fgLUse: Jo . .Ion -2.3'. De sin" 9i� ttv.Assuranca A vied for Use pmnred far Use ADoro r - 'H ion ac[ �_ Desi. n sea&. del NmNa. me Product �o wOr.Na Product DesenWrl. Contract EYilHratlon p3ttp In HVHZ ,HV'Z. Outside H ePressure- ea � sl�talL. - - more _ - $ 7 product Model. Number:orName. 70 Gage GalVanlZed Ste¢I Storm PaneIFJHV}kZ Rgdmt DeserlWon Cdnlract: Exrratipn:Cate: Cvrrpllated G,IVahlied Rtael 9lorm Panel ra[alnad 12I312021 or not tiytreeks to provide hunlcane:protection, In H E Yes outside HVHZ.: Yes Rdsis - tank. Yes -' Pros � PF/A e #' �� 1 Rddr t Matlel. primherar Name 249a G¢Iuanibed. Stan SCttm Panels: - .. .- Prvductaesvrmtton GbniraR.Eka ratlonilal'e 249a Galtianized Steel-Stbrm Panels 12r31•Y202M Cg, YLIb P yes sltlaN HZ' Lit V Yes R sistaait ��.� Yes Pr, sure NIA 1 2 3 ITW.Bt'�.GA17pine.F49herBirength (H &amP,:6} .. .r ITW.BCGIA1pIneW;ngE Peale T-W BCGIAtpine rheles Metal Connector Plate 12Y312024 .Motel C¢Meetw: Plata 1?'31 R024. Metal Connector Plate 121M424: Yes Yes Yes Yes Y¢s Yes NIA NIA WA, N!A A� Nfq. NJA a Pieces ModeL Humberer Name �a 1 ouahty Pr¢cu5t or Colnmerwal Conorete Products xwau A ands v ,tl far ty scar A Product esenotle" Contract EXnlrallon Diane. In HVHZ ---p•---- Precast and Prestressed Concrbte Lintels 05f2512024, N. Usa naravea for ass I r A 38e&t du side HVHZ Ramsdell e' Pressure -t�- 'r@ Yes NIA NA 2 24-Gage Galvanized SNatStwm P.neIIINHVHZ CwrugydGslv¢ndStad Sturm anelsr¢talned 12J3120Z1 No -Yes -Yes NA- 4 7iW BCG7Aipne Weve M.N1 co isfor Plate 12i31' 024 Yes Y., NIA NIA a not-0:tracks to rovide.hunlcane protection 0 W Florida Department of Business & Professional Regulation Building Codes and Standards page oft W12021 Florida Department of Business & Professional Regulation Building Codes and Standards Page.1 oil Irir2021 Florida Department of Business & Professional RegulaliDn Building Codes and Standards Pagel W1 1n2p21 e� Product Approval Application Detail Product' Approval Application Detail Product Approval Application Detail lYoe. Ravisih - ..q FL$2r>)7.RP 00dde Verot'on Manufacturer '2D20 MTektne. Category: SlruMural Components subcategory: Truss Ffates CommlmiceM@Ihod: Evaluation Report from a Product Evaluadcm Entry RriiYlu'oF - _ lit contact Engineer &Li-a'a Validated ay. . - Erin Wal;len ICC Evaluation Service ICC valuatlsinServxe B. (052)6988835 LLC (205)5g9-ilam , Dan) opts Valuated Submitted 10 2 020 ':9 072020 M.. t2 D I3 Cate Paulding Fat Ahomvel Adoroved -1071}020 .. 1 2 .. 'j status ewe: Approved S2dQ Tt Voralwi. RaNston 2020 fliba27-R11�[otlUGts Manufacturer. Wa. erflaauser Y Category: SlrrtMtiralCanRonents Subcategory: Engineered Lumber Compliance Method: EvaluNion Report from a Product Evaluation Entry utility 0 Centa[r. Engineer& License Validated nv , -. Rto Batdwm CC Evalaaapn &ar++Ic4, LLC Ian LehreY, PE. (253}g246476 - � i6a6}638.32a8 Robert e,ea==c@exeierha -euser s rh Data oW. Valid" Suti^mittbd 10J13r202a Date EU,dlnU FBC Avgroval Qtale Aobl,-d Status Appifeb Pw -. cede - TV114 Wralan Maf Utactarer. - Revision 2929 CAST CRETE USA;LLC. Catagory,fiavctural Camp -Hants SuliCategorY• Produda introduced as a Resuit.f New Technology Comp ilaneeMNhod:.CwldRatlon Mark or Listing PLf11Ss-ttY Pfadstd - Will r Cm (el: Engineer.&Usenae validated BY nic. igml . eel B CCC - C Imo -Dada BCCO- V L Craig Pa n M1amiD..e C. ER Ma A (8131.621 -4641 (780.315-2590 cps m%nopt,)tastaete coin , `. $93 $a2¢ 'Va.ata submitted -. i1f202020- 402rI2020 Date Pending. PBC AapraY21 is AnD116 12?2o2G 1. /22 active . -. roved Approved cz lrf �..L Sao i/ 1 PrpdudMoled. Number. or Name M169118: Quadty Asses-- Raduct Dsscrigtion Cordrat Exgi aon t' Data 18 ga super high strength tmss connector DkJe 00I30.2021 Approved for Use In HVHZ Yes Approvedfor Use Outstas, HVH£ Yes Inegatol al Resistant PIIA Design Prossura NIA see i Product Mosel. Number or Name iv4cmlam LVL Quality As. -ass Armraried far Uss Prod[ia uct scnmr oUon. Coart ExfHratlon Cate In HVHZ Lamhatea Veneer Lumber 03Ysif202i N. ADargved fm!be. Outside HVHz Yes ahead Res gnu NIA Design Pessure NIA Sao 1 ProauatModel, Numb ef or Name High Strength CcnereteLlntels Q-0hr As-- Product DascrlQNnn CwltraoC Expiration Cgs 4;68antl 121fxh wideBniels 05f2112022 ftidnbad TOr We, In IiYi6i Yes Aaernvatl for Us, ourtserip Vas kneads Resistant rJIA DRsnn Pressure NIA 2 3 4 5. M l 16 W161-S MT20 MT20HS 16 ga truss connectorplate Dfi/302021 18 ge.'high strength trussewmedw plate U6t30I2021 20 ga truss connector plate U6t302021 20 ga high strength truss connadw plate 06/302021 - Yes Yes Yes Yes Yes Yes Yes Yea N(A NIA. NIA NIA. NIA NIA WA NIA 2 3 4 5 Pardlem PSL Timherspand LSL TJ Run opal Wayeshe-ser Rirn Board Parallel Sirend Lumber 03/312024 Larcmated SlrendWmba $3131MG21 Stnrctural Composite Lumber a Oriented atrend 031312a21 board R rn Boom Oriented Strand Board Rim Board 03I312021. No No N6 No Yes Yes Yea Yes NIA NIA NrA. NIA NIA NIA NIA NIA O 'W^ v, W cur G Q J SHEET NO. PA 1.1 > C- 0 0 Simpson Strong -Tie 2020, P5C Approved Products 'For, Meat InM toAl S.I�TaMroyzls JrW4 bbfvvo� CAJCK HF_R Upxetad `2Mr42Q- EE= Simpson Strong -Tie 2020 IFBC Approved Products IhM 'Upoated 12"40ao.20� Simpson Strqng­Tie 2020 FBC Approved Products ffm -Ulviet0d 12M6"29� Simpson Strong -Tie 2020. FBC Approved Products :For W OpIdeted 12130Y2020 (1) CL CL) 0 0 CEM For crffe�t to AITS-STaMirovalsfided. titlow, CLICK HER For Met lInKs to CI=ICK HER Meat Inks to AffSeTaPProvWsRrAedbtlow, CLICK HE = -0 For addil;;Idnal e RoMot Approval System and Wan*1)adB County !2=g Floridg's Statewid! Notiae of.Aqt aptaaqe�(NOA�,.C= HER For additfaffal Inform"on regarding FlodWs _14luttewltda Piroduot Approval _1)stom wdl NU "�DadeCourrtyNi*c*ofA= ptaoito,(NOA). CLICK KEfkf roduct Approvel f Foradditarial Jqatrinkton negarding Flodda's�atsteWiila P d Wo-Vade Cou* 2nteni an Nottoof DfAamptsaoe tPJOA�, CWCK HfAr; For addltloo�l inlamr0on regarding F-100da's 0tkewide Pracurd Approval Systern spid Vianrl-bgde Counly tia#*of Amephaiioe (li HF-IREL C-) C/) Ft. 41 FL#0446- FIL#10466-RV 11 Hus, HUSCW469 Pspe-rn�quq CU U) -0 Segill Product lbodali Nutir bar *r Naring Product Descriokin Saps PararNarne Product Des-cdotion Sea,# Product Model, NumbariarNaline Product Descrlotion version 040$0) availAtlp-for models haMg width owalto br C) 0 1 Titen Stainless Step] Concrete $Wasonry Screw (TTN-SS) 1/4" diarneterTitern itsibleesvileel Masonry screw I A21, A23, A38j A34, AW, A44 Anglos 1 131­1 BT&I BTH Bfi,*Tles greater than (3) 9 APA21 �L APA4, APAO, APVA21, APVA4, APVA15 Outdoor Accents Angles 2 CMS71'24, VVSTI 4, JCTAUMI 6 Coiled Straps, 12 IUSSEIrea-'hangms Face-rint3unt hangers available in Witths fan ging from I-719"to 3� APa44, APB44R, APVBe6,AFiBi5OR1 Al"1380,1APSMR, APB1,Q1Q(, AF1131010RAPV544, Outdoor Accents Postiaitsee e CS1 41 C$161 CS181 ='Q. CS22 coilsdfstrap�i 51WAM heights; ranging fr&m9-1X'l61ff' 0 U_ APWMAR. APVR% APV$66R, APV88$.4APVB8$R� APVBI()lC, APV91Q1QR 4 CSHPle, CgHP�O Called straps, t3 LqUAPS--sos" Lau�5s,3,5n!§, Facewount hangars ICU 0 11 ICU 4 APDJT:Z-4, APDJT2R-4, APDJT2-S:, APOITZZ-6, AP`VDJT2-4, A15VDJT2R-4, APVDJr2-6, Outdoor Acciertis-De6k loitt"ries 5 CTS2:1 6 Compra--sbriFenslon Strap 14 LU24, LU26, LJ28, LU210 Face-Wouht hangers Co C) > Seg Pmdud Mgdol.-ftm bur or Nam Product Description APV0jT2R-S a DSPL S15P, TSP Stud to Plate tia IS WC287, LUC2107- Faoe�rtroumtlbarigars U) -0 E I SDI01;I1086 Outdoor Accents Connector Screw a APHH40, APHH40R, APHH@10, APHH01OR Outdoor AprAnts Heavy Hanger 7 H1, HVA, H25A.. Ha.HQ, H72, HTO, H16S, HI&2, HIS-2S HurmaneTiss, 16. LUSsaresbangers, Face-wount hangersava(Mbe In witiths ritngwrigfrom 1-SIMto 4- cn L- cD L_ P 813011 2,480.9212.SDI 011-2, SDI 0212 :51naug-DriveSiDCannealiar krew APL4, A". APT4, APTS, APVL4, APVL&, APVT4. APVT8L Outdcor Acoants L and T Seanr-ta-Ccilu mr Ties HGT-2,.HG`t-1, HGT-4 Heavy GirderTledoWn and heights ranging from 3" th 10,15itle CL el SD9II25S=92,1_2S$ S110(la-Dfliveiso CO&SOV 8$ ��Qlrew T A?LH24,,APLH24lR, AP'LH26, APLHZ6R, APLIH210, APLH21OR Out4cor AbOetft,�Ilgbt Han , gens tl�, HS;24� HuIrrioatio:110 IY MQIJZe3-6D$, MGL[6�25-Zli MG45.50-Si VIGU5,62-SDS� MGU7,0Q-',SD8 FawefftiVrit hangers "o :E A *SDCF22434,, 8DCF9251Z. SE)CF2,2614, SDCF22TPQ� SDCF22858. SDCF221014-- StvangQrlftSiDQF1Tfr1Iber�CF Screw, a BVLZ Brick Veneer Ledcler Connaultd r 10 Ha82,800rl -5. HS$2-2-SDSa.. HSS2_'�-SDS�3. H684-SD93 Heavy iii $boia 1B MI U tefts harrb ors Face-*4urif hiargetsavall0blein widths naing1mg:fforn 1-gi`16'fo 5- U) < SD,GF2211-34, SDOFZZI 334, SOCF271956, St)CFZ-72358. 9 GBT2Z UST4Z Concealed BL"'emTles 11 HSTZ HS73i HST5, H5T6 st�aight5trqps 1/8" and Invights ranging from e-IWI&Ite 19-V21� 5 SDGP2�-4�4,-SDCW512-,9DCP22614.;JDGP22,700, $WP22858.-SDQP2291Z S1rohg-DrIvaSDQP TlmbermCl`Sorew 10 CJT3Z, CJT0. CJT5Z. CJTa Conciatilol JcilsfTles 12 FTS`16� HTS20i HTS24� HTj S28, HTSX RT-$30C Heavy Twist-Strao 19 MUS26- MUS211 FAce-monThartnerg -�YDCP22,IIOP,,-SDCP2�21134,8DCP271400 11 DJT1L 4 Dark Jdia: Tie 13 HTSM 510-4- HTSQ2OKTZ HeavyTwststiap :20 SUR, S�: SURC, SULO'senas hangeas� SkewandfoGe-murthano" ayall?lbla-n widths ranging fraral- q SD,HR2T400� SDHR27614� ISDHA3140Q, SQHR31614 Strong-Drivp -, R. Colrb- $PH , Head 5cra�,), 12 DS Dry wall ftp 14 LFFA Light Floor Tle Anchor 9/16' hefghts. ranging from 3�ltl 8"to 1-3-T41 7- S08252`12, 810,925300� SQS�t5542, 8082641 li, -Qr!va$M - y-Dufy Conneolibi, 6 crew Strong Heav �a, M4� PCS F -raming Clips 15 I -STAR. LSTAtZ _$TAIA, USTAIs, L.� 24j LSTA00, LST ITA21; I-STA VO; straight Strops CbrizeAled SULCTautlahlo.for 'All doub4p SDS25500,SIDS25530, �SDS258W 14 FWANX� Foundation WalAnglas 16 LSTI49, I-STITS Straight8traps 2X and4X mpOtls; only faMde 6 SDS2&1 12---, SIDS252COSS" '�3DSi25'212 _'S, SDS25SOOW, SDmaB-912S`s Storrg�QriveSDq Heavy-Duty.carineatorSS Screw 15 GAI_ GA2 Gusset Angles 17 LTUM, LTB4O Bridgirrg 21 U series hangers Faoe�rnountherigeis avallalcLq in Wdths rongingfram 1-9110' to g S=i`2711� SOWIF2720, SDWF2724, SDWF2726, SDWF2730 S1trong�DrIVaSDWF Fioor­c�Floor Screw 16 H2A, 142.47, HS, H10A-2i 1410S. H14, HoAilo HurriclarreTLea -18 LTS12, LTSI�j LTS115, LTS20 LqhtTw*Skrap Wand heights rangIngfrzim, 2-51&'tol lmljA" 17 WCJTZ Heavy Coroeloeid JoistTift 19 MQT MedT4mQ-1r4erTiPdQvvn 18 HH4� HH6�, HeRder Har,061's Z­ MST�T, M.*w �W60, Ma'r72_, Straight 9treps i 0001!.RS ig KRSIZ �!l M ST Ap, MSTAI Z., MSTA %, M S�TAI �, MSTA21, USTA24, MST ASO; MST AqR M8TA4 9 siragKtSthaps FL*i oav-R 2D L30, L�D, L710, 190 Angles 22 MSTC28, MSTC_4Q MSTC15A r�-S,rCSO, M45TC78 Straight StFOLPS, Prpijuct Model, Num bLr or Narne Pmdua Descriattlon -21 LCE4 Postcap 25 msmzians, mtsrrboises PfeRent_��Ps Seg 0I Product Model, Numberar Name Product Deaarlation I ATRWij ATMIZATR618, ATRV4 Tfireaded Rods 2�Z LSSO� L650, LS70, LW Skewable Angles 24 MSTI213� MST130, M,,ST14&, MSTISO, M-ST172 5484ahtStoliz I 13A series hangers Top flange hangers available in 'Aittiis langfrig;from 1.011.61' to 7� * ATIJ -2, ATum, A7um.2, A , UD14, ATUDi4-2 D5, ATU,06 -rUoq--z, AT Aluminum Take-UpMevice 23 LSCZ Adjustable Stair Stringer C�ormiartor 2t MTS12, MTS18, MT91 TWO� MT_1*4t� M7530, MTS,�= Medium7W$tmp Va" and'he "'ranging 11om 7 * BPV6-2j BP11Z EIP619451 BPzt4, fps/4-3, BPRT`UQ3-4 Bearing Platts 2-4, L$W26L7_ LS5J25RZ, ILS54BLZ, LSSJZ5R7. L,$SJ21GLZ, LSSJ21ORZ Field Adj uttable Jack Hanger 26 NCA2ii 0-12, NCA2x1 2�12,1 NCA2W-1!�, Nf�QXIO-16, RCAW2-I a Bridging -2 Dosiz series heirl Top flang' hat'"m ovsiladio In %ldtha ran-'ing bom z-61s"tia,7- 'ZIblistanot ,4 CNW318. CNWIA CNW518,.SNW3t4, ONW5,18-1Y2, ONW30-519 CoulaJer-Nuts 25 LSSR1 -41, LSSR21, LSSR2,57 -L8SR2.6I!r_ LSSR21 O-Z LS'SRAI 0 Field Hanger 77 ROWE312, RCW514 Wall Bracing it" and gfromg-114`tqr� 5 CTUD%, =W5. CTUD66. CTUD75, CTQDTj3,C7UDT7, CTUQ67, CTUD88, CTUC97, CoupIng Tjaka4tip Dev too 26 LTP4, LTF15 Tie Plates 2B RPS18, RP=, RPS28 Ritps& Plate Stap 3 DGIFseriss hangers Tpp flainge hPirgers available In Wdths ranging from I -i 121 to a� QTUD98�CTUQ9Q 27 ML23Z, MIL247, ML20Z, MIL28Z. ML21 07 Angles 29 RSP4 Stud to labbe Connector WE' and heightair4nottip from 7­14Yto 24". 0 'NOA Nk Njr� NO Heavy Hex Nuts '28, IAMHO RoofTle-DoWn ��O SPI, SP2"$P4, SPO, Spa stwoplowTia 4 W--HF WIG$ harras M- Top flange hangers -a-VAM6,10 in Welths rafiging from FT '14TUD§�.R'TkJD38�-R�TtJD4,.,RTLID4E�, RTUD,5, RTUD5, RT.UD7fRTUDB Rotabeting Take-UpI)eYlae 26 MfOHC HingediRcofConnectDr 51 SPH.4�$PHO,SPM Hdavyshjd-0t*Tia negnits rarging:*srm fi-14" tcUk TUD9,TUD10 Take-Lp Devieb '30 10MLUMIAMILU26-2, MMILI-128, Mi MMLU210, MMLU1211, MMILL1139, MMLU1311 Faco-mount Hangers 32 SS1 -6� SSZ51 *S01 SV-5 Swd�inoe 5 E35, EiG7� EG9 geriesbangars Top flange hangtMoVailabeIri widths ranging from ��114" to, D. 0 TUW38 Take-UpWagner 31 R BC. REICP RonfBoundorydips _�33 ST9,.ST12, STI& 5tA -ST2,92, ST2122, 6T2115. ST2215, S�TB215, ST5224_15TI3230 ftoilaht5traps 7/6" a nd -,beiV blam n g'log'finam 11 " to.31-1 /71. III QR83 WS" Uplift Rod Run-fledown System '32 RST-3 Roaflia-Down 34 T820, T027, TB30, TB36,TM, T1348, TB54, TBW. TB813 Tonsiorfl3tidginq 6 )EGQ saties hangers- Top flange hangers av�allabla in Wdths rangrng from &-518r to 7- 11 U R,54 112" Llpllft Rod Ran'�WevtnSystm 33 R7G2V_ RTC42, RTC2Z, RTC44 RJgId Tie 1L 5 TWWO; TWR�2,7%W�14 wall Bracing 114" and heights ranging ham I 1L_1tV, to 3-21, URSE 50 L�pllft Rod Ruti-redowh System 9_VC� OFCF� DTr,- HTC4- Truss C�llps� 36 VGT,VQTR,VGTL VaIrratitie Plan I -GLEI-siaries hangers Saddle hang of5suallirtite inwidlitq angingfrom-&1 10to a-7481 13 U RS6 _N4` Jpjft Rod Run Tiedlown System 35 TJOS7, VC157 Truss Jack Clip& 37 WS106, Vv5iaac, W51120, W1312430, Wauso wall.sroaing a 6d. heights taliging from 8A iZ th29", 35 Z�. Z4, Z4,4 Panel Swenercitips S GLTVsedes harigers Top in widths rmglng from,1-194V7- 118" and ttelohle rongTr%ftern I IL" to'32" RM,0441,ft g fiBsorieshangers Top flangerhargers aVallapile in wdft4aq4lfl2 ftom I -011'r-to 7- 112" qrTd hiti Pht*jsrQJ fr6M&,fa$tY,L rig " 99ILi ftVifgtModW; NumberprNahle F"01110t D"9YAten Sea # ff=uqtM2do1, NumWrorNarne Mduat Deltsedutlon '10 HCUS,serlasharigers Saddle �harfplam avallaWin)rAdths, rang"N97ront 5AV"ta 5041 I DTT2 Hold Aowm Seq Product Wdel, Nurn i or Narna PmdUct Desorlbtfon 1 01711-12,5745, CPH2.37�.7AaOBH2.374,75 and heights tanging fratm J6_1J7,t6 M,i 2 HIDC1014, HDC10ra Hold-down 1 AHEP kdjustable Hfp-Effd Connector 2 1 DHUj DH LITF series hangers Facawnnounb(OU, DHU) and top-lanpe.(UHUTP) hangers 11 HGLT seTras hangers Top flange hangersavallable to 1 HD_08� HHDQ11. HHDQ14 Hold-down 2 DSC2i DSC2L_90S3, DSOMSDS3, DSC5L­SD8S Drug Slit at Conbacters availa 44q in Widths ranging front 1 -911 Wto "110' a rd hvighis 7/6" and heights ranging from T_1tZ'J0'3T A HOU7, HQIJ�k, HQU5� HOUB, H171U11 HDU14 Hold-down 3 OBC Gable Brado Connector ranging ffurng-10to 23wl5h&'� 12 WRILTVserieshanVers Tap fliar)4e hangers avallable In wdths ranging from IlWtd 7- 5, HPA28; HPA35 "Arep4tylis poriln brichot 4 HGPI.41, HiCIRZ HC�R4 Hip Carrier Plaw Z HGU,1Q"QS, HQQa25.1$�ZiS, HGQ5,150�,��DS, HGU5.62��,HGU7,00�31)% HGUT26, Fada-MWO1 boli I M," orid heights ranging.frotr iCfio -�,V ,6- I-STI-100. LSTH1318RJ Strop-slyle- hc0-ditwin 5 HHRC", HHRC4ZHHRC42-2, HHRC411 01, HiRC44, HHRC-5,2&3.25� H44RC5.VM1z Heavy Hip to 4id4eCPnAecItcrs SD$, HW000�SDS 15 HFI-serieshangert Top fl;mge� on widths ranging from VVIV'to 3- 1 MASA,MA$AP Foundation anchor strap HHR066 4 HGUSswios hangers FRcia-MoUrithargers available in Widths rariging1rom 1,51ar' to 7- 9/1 a"" heights ranging from 1'r tola`_ NPAIT21 MPA144 Sirap-style purlin anchor 5 HIRCI-61, HR= Hip Ridge Connector &8" andbeI;tnts ranging from Z-6M (Y'Do 1241W 14 HUf3TF`soneshaxi�ers Top flange Joist hangers aVailab inwidt -118" to 'le i ranging from.3 0 PA18, PA23, PA28-, PA35j PA51, PAO$ Strapmai puriltri.aricKer 7' �RUX �RU28; LRU210, LRU212 F�afts? Hanger 5 HHGLJ5_-1�-SDS, HHQU&50-SD,9. HHaUbu65Z-SDS, HHGU7 OM M_ HHGL47:26�,SD9, Pace-rount hangers S-VIO'and heights ranging froms-3/8"to 11§-ife, it) PAM$, ;�A)214,'PAI�a, PAI-55 Strop-etkie: puAttarrichar -6 I-SURai 1_46SU28. L�M.11210 Light Hanger HHGU0,O"DS 15 HUTF, HU.CTF sefles�lbangprs Tap flarip bongeTs avajaije in Widths varwgirrg from 1 -911 b"Itia 5- 11 S*ap-styie lholrl-40wr G TBF4, TBEG Truss Bwirig Enhwer e HHUa26-j, HHUS2a,2,HHI_IS210-2-J­1HUS46, HHUS48., HHUS410. HHQS5�50110, Fare-moluM hangers it�" and lneigfi:ts ranging from 3_7Y1&`fV 1'6", Ocnaealad'tonge 12 STH01 4- 8TflD1 4RJ1 Sta"tYle hold-down ID TC24: TC26� TC28 TrussCllp varrion �H LJZTF) irrodels having width oqual4to,cr 11 THA29,THA2`I3,THA2JR, THA218-2, THA222,�2, THA41:3, THA41 8,THAC-418,THA422, A0JqstabliaTruss Hanger 7 HSUR. RSUL, HSURC, HSULC series hangers SkemN taca-rnoum hangers' ary0lable in widths ranging from- B- greater than,2-9/tV. THAC42Z THA426, THA422_�, THA426-2 178" to 540' and h eights, rangirig from 4- 3M'ta,`[a;W_ 16 HWP series hangers Too fleoge hangers available to vvidths ranging Trot I -M Wto 7- 12 THAI 1.41122, THAl2 06122, THAI2.1122, THA W-.2. THAD22, THA13522, TI-+AM22 Adjustable TNsaf�arger $tzed for I -Joist (�HSORQ' [ISLAC) ayailobie far 211 11811 and heights rangingftirn 5231S' to 261 iS THAL422. THAR422 SWwod`Triugj� Hanger Opolbe 2X and 4X modol% t*a0urtaflange, r.-concealed IT HWPH w!m han�ers� Top fiaaqa� hangers availiable In Nmidths rangirlm firam I -�%l Y'to 7- 14 THJA20, LTH�A2a� LTHMA MAiple TrussHangers '8 HTVW, HT02% HTU21 0, HTJ20-2, HTUZ522, HT0210-2 Pao6-mognt bang ers 112" and herigints ranging from 5-a18"to 5Z 15 THJW�4,R'b_18, THJ1v12-5r8OtS3, THJU26, THJU28M Multiple rruss Hangers P HU, HUCsLrles hangers Face-mourif hargers available in widthsrargihgAarn 1-911 V'ta 7- 18 ITS series hangers Top flange han gets available in -Aoidths ranging from 1 -��M 6'to 3- 16 TSBR2124 Truss Sipacer-Restraint 112" andhisishN isnpino flot 2-70'fo 19-1 /,V'- Goncealecl friange 15161 and beg his ranging froi:W9-118" to 16' 17 VPA2, VPA25i VPA3, VPA35, VPA4 Variable Pilch Connectors version .(H Ut�),Ayafablelor -all madiala having qi[th equal to or 19 dRaefiesharigers Top fiange- hangers ewallohia In Wth off-,girlff' and heights 15 VTCR VAllayTruss Clip gre 7-14' 10 HLJCOf 81A�90S,. HILIC0141/11-SD9, HPCQ21MSDS, HUCQ21M-S03,, HUCQ310- ram­rroulft�iangers 20 dMterips hangers Top ftarige hatigers available iri width ofl-P116'and heights. SDS� RUCQ410-SDS� HUCQ412-SIDS, HU0051SM-813A HUC05.25111--SDS, HUM610- reiriging from 9-4m 5"lla-13-10 5DS�HUGQ61ZSDS cin Siimp%onStrong-Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC.Approved Products Updated i2= 020- Simpson, StrongJie2020 FBC Approved Products Updated 121�0020(,,� Simpson, StrongJie 2020 FHCApproved Products 'For dllraA, IhRs tovll SIST qppr"� [[-led balov" ti F�x dre utAln�vto-eil SSTe0matals listed For adaidnerl information "!0irig Fltcdfa!� �Irewtdo PrizductApprovel System and NiarrilVadv County fiotioo of Aureptikito HER mm For Addidwal information roordling r1orldaV-Statewide ProdudAporovalt�tlom arN 14AMN)aOt 2!xib Notice FordirwilInkstomflS liTapprovids lt,*d �alav,, OL I CK fiff om F-or g4ditionahnikirmellon roavollng FloricsTs-Statewide PradudApprovall SysiomAnd Mainitiade County Notice of A;qeptanuo�WOA). all2LU=� 21 Lawrin.,hangers Top available in Wdth of 1,9116" an FL#114W, 1`8 SILBVI.55, Sli..BVIV. S1LBV2,O6,SfLBVZ'37, &1BV2;5q SILBVZOU . /LSV3,12 L Top Flange-JpIst Hangers 5 SET-XP Ad�esrvi� Anahorlor corrGFete ranging VI_BM3,56, SVLBV3.8Z,VLSV4.Oik. S11-131,6412, S�UIV4_28:,-44V4.75': SILEIV15,60 6 Strnngwl3qlt� (M� R�, GTI32�41SS; ST RMSS) Stvaris-Sch 2 Wedge Anchor for ronomfeAvallablein carbon 22 LBAZ -series hangers Top TIsnge hangers avallaloleh width of 1 -9116" and heights _Sgg X f3rodUctBoal, NUMberor Narne -Imbtlon Endii 10 S1LTT2QVUtT2Z, VHTT-1 4, HTT4, HTT6 H*,oms steel and Types'304 atea, ransing Inorn 9-EV10 to 13-119, 1 14HUWIGA. HHUS21,04 2D SVMST()a, MMS772 straps, 11 a mil 0 Qgal 7 Tien P 0 7HO-ki TH DAMG, 7 140,2446�, THD-HOS S�T HD-06, T1413-CS68SI TRen,.HDAe&YOuty,$orzwArrchor for p9ricrate ,and masonry '25 LEM, I.E�G-�, L�l series hangers Top flgtnge4 h0rigers vailalia le in vocithis ring ing Itom 3-1 K'to 2 HRS6. HRS5, HFZS12 Stap 'Pes- 21 SP4� SM Stud Piatle.Tft ayzillsblO Wth hax headIn ckIrtion -steel ancTylles5bAl.and,31 6 718" and-haights r*nG[jrtg from 9'to 33-la' 3 KCq21G4-I§DS, HUCiCr21_O-3-SDS, HUCCISIC-80S Joist Hanger 2P SSR, Dgia" TSP Stud PlatleTles stainless stelali ur with countersolk head m carbon -s*W ol '24 IVIE05, ME137 series hangers Top flange hatigm ailatialole riyAdths ranging firOMS-19'to 8�, 4 THGE�ZTHGES, THG8HZTHGBH3� THGSH4 Jorr st Hanger 28 STC. Dtc Truss Vip, Type eel 74"and heights tangling from-wtir,��2-VV 6 THGQ2-SDS3,, TH aw-slns4,5, THG 0 42-SD851 THG 0 H"DS* S. THr. Q144-Slasa Joist Hanger 24 TRD22� Truss RhacaDlagonal B Mien HD Rod Coupler (TH037634PC�, Then HD Threaded Rod Ccwpler for coricreb 24, MIT series hangers T"Lflarrge in"viddis ranging frdrrf T-911 01' to 5- t' TH(.-M-3,THGV#�-4, THbW4_3,LTHGW4-4 1oist+WV0t 15. TiCS71 TWssJa6kCoPnactor 9 TtlarcHO Throadod�Roo4orrger(TH06251-58RHiTHOBS-71�8RH, THD3721-2RH, Titan H D T� resided, Rod Hanger for concrete 18",and heights ranging fraim, 9-1 a'lo 24" THD50Z34RH, THIOID�11121111­1) :26 PF� PFB, PFID6i PFDSB series hangers Tpla flange hargersavailable In wift ofl-911 e'and tiolghts 1 Q Wedge -All "A) Wedge -All Anchor for Masciviry ra igling from 3.-M" to 7- 1181,' FL#1`1473-IR5 RM39O&O 27 RR Ridge raftr tontipctbr 2i� VVPsorlias hangers Top fliah9ebangersovairable in Wathi; rongirth from 1-911V'to 7- Soci # Prodigot Model. NuMberbrMarne Piraduct Descricrtion Proditctildodeh liumbergi-Name J!toductbescriptldn FLA"6230- It" and heights rpqngirig I DFtAL,2P Doublie, 0mbedaiad Truss Anchor 2 FGTR, F8TRHL, FGTRHR, Girder Rotopt Aiidior 40 -S S. 7 Do sea# Priodudt Model. -Number cir, Name ProduciDescription �3 Hit$, H15S, H15-2, Hlff-2$� 11wricameTie 1 AT-XP PLT-XP Hifp-Stength Acrylic Adhesive far concrete or masonry 4 HFFAI2, HETAIG, HKA20, HFTA24. Hr--7A40 Embedded Truss Anchor 2 WCLQM3_O2Q-KT. ECCLQM4.M-lKT, ECCLQM5.50G-KT, ECCL1_QMW,42&KT, MasonrypierCaps 2 ET44P ET -HP Epoxy Ad heme f or mason ry I HF-TAL12, HETAL16, H�FAL20 Embedded TAls%Ariohor &'_GLLQlVl04;62G-KT., E0CLILQM05Z�4�17, E=LRQlVID�V2,G-KT. ECC�OQMD4X20, I SET-XIa SET-XPHigh�Strargth lz�, yAdhejivefor rripstyrfry 1 FroductModel, Numberbr`NLm_e ASA44. ABA44R, Ai AaA415R, MAG& ABASOR Product Q&Cri Adjustable Pott-ttSe' 6 7 HGAMIra HM9 NHE-TA16 HHi HHETA24. HHETA413 Nkslorry netroftconnecbors Heavy Embedded Truss Anchor, Z Kr, EQ"QMDf5,50Q-KT VGUW,25, HOUIVI&VO, 4GUMT0Q, HMW,.25, HOLIM9,00 HeavyMascriTyRangefs 4 6 atianq-Balt,2 (8T&L� Tlterf,2, (117N2) Stlrorrggqk� Wedge Anoinarfor masonty Tkn (n 2 A904, AeU44R, ABU46. ASU46R. ABU5-5. A9U&6 ARU65, ABUM ABU661R., ABU88, Adjustable Post Base 8 V�T2, _GT3-SDS2,5. LG-174�SD . S3 Girder Tiad6wn 4 LQUIV`128m2, LGUM2&3- LGUW&4, Lr.UW6-2, Lr.UV12a-3, LGUM2,O��. LGUW1O-2, Masonry Beat Hanvem 6 Titen HP iTHD-H4SS, Tfit)-H&SS, THD-Ceass) Titen HD HeaVy-1)4ty Scr" Anchor for conoretiii available M:304 ABQff8k A13111010, ABUT0101R, ABU1212, ARUI212R 9 LTA2 LateralTruss Anchor LGLIMZO-3. LGUM21,G-_4,1nUM48,'J_GQM48, LGLJM410 oi­316�starrrless steel With hex iiead� and Wth 6 ABW44Z. ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7�7 k0justable Pro Base io wTAI�,, METAitO, mFTA1s,,mFrA2o, mEFA-24; ME-TmE� Embedd ed Truss A non a r 5 1A8HA3.JV_g,25, MaHA3.12irj J.L25, M12IHA36W.25, MBHA3,,5Bfg_25, MBHA3-5O/11.X, Wsornry:to'Plab6a Ream, Hangers pcilantorsumk 4 AC4, A04R� ACF4, ACS, Acalk, k0r:8 Post Cap 11 MS-rAM-24, y1rAM56. V8lTCM40, WSTCM60 Strap Tip fbr!masonty 9HAS.5$_;14, MSHA'3.4OJ113, ABHA%biin,$� IVIBHA�i%,fT2�� _p 7 Titen Turbo (TNT), TitanTurbo 8orew Anchor for aonqrele, or.rFasonq 6 Er.4, BC_46� BC4R. BUS, 9CSR�, BOB, BOS244i BM-916 Pas�t cap 12 MTSMie,,MTSlV120,1 HTSMI.Ot HTSM20 Twst stmip for Nitascirly M5HA5,#Q&25, MSHA��15001 25, MRHA!5�5W11LB8, MRHAS,5W4, MBHA4,5:if18, -4-6 8 Ca44, C84a, JOB46, OJA8, CIMS CmbeddedOalumn Base M6HA5,ZCff1 8 0 1 C3SQ44-8DS2: GBSQG%-SDS2, CB5W6-S=,CBSQ56-SDS2 Embedded Miumn Saw 0 IMBIHIJ3,56M.25, MBHU3,5W11.2!i, MBHQ3.66V`11,�135, MBHIJ,�.56114, MEHASS/10, Masortry Bearr Han'gors FL#16,937-R3 5=� F�dU Sede. Solted miumn caps wift W1 ranging from 3-1J4!'to-"tZ'EWd F601426:R6 MBHUS-EiViEl, MBHU6,fSOQ,2&, MHU5.501`11,26, VBHU5.60111,88, MBHUE�ZV14, W-, ranging from 3-%` to 7-1f2" Sea X PrQdLIdtM0dtl. NUM11661`01"'Narrffl Proftat 139'scriptioll C_ OCC�SDS2:5, S=-SO82.B SWriet Screwed collumn valas with W1,ranging from 2_1.14'! to 6.112r, arid ProductModal. Nubib&260ianne atUlict-Destliptlan I Zital X1 Bi 01 0-4K.XQ1$1 018. XQIV 01 6,41K *10-1 6$Ercng-DHY a X Motat-8,elf-Drii lljhg� Tletpiptrrig Ekct6Y,% with #3 u) V nabaing ftrin 3-YO" to 7-��` I DTTI Z DecK Tension tw Dfill pant 10 CPT44Z, CRT66Z. CPT8.8Z Concealed Post Tie Bass 2, HD12. HLD19 Bolted Hoklowris 2 YLQ1 1 4T1224, XLQI 14Bi 224-2K #1 2.24.Stiong-Drive XL Largg�Head Metal Se,&Drillilng, Tapping I I E-P844& EPW, EPB46. Elaa5l!5 EmItodded Post Base a HM5, HD513, HD7B, HD9B Bolted He Idowire Soreviswith #5 Drfll.Ppfnt-�arid Large Damelor Hex Washer Haad ICU 17 EP547' Emheddlia� Post Raeo 4 HTT4, HTTS, HTT5-V4 , Terislion7es; Seq # Product Model. NumW*r Name PirgdoetDasonotlon A X'01 1481224, XMQI­149i4,1_2K 412-24Strang-Drivo XM.Modlurn-Head Mvvtal WDrilling, > 17&- LCB441 LC8M Embedded Colomn,8ose 5 Ll"S" LTTZOB, LTH31 Li� Terraleo Tleq I $PW=14, SOWR2M,, $DW2208, SQ=, 4q8, $I)V�=.'K SDW22000e S=20ae Strop g-D 0 v# 9M EWP-1 aL�- a nd TRIJ. 5 S - P LY 53 rem, Tappma $o rem With #6 Drift Point s,10 Modi urn 0 latneteir H L9 14 LPC.4Z, I -MU Light, Post Cap �§DWMS4 4 X4114��l 2241 XQ1 14B1,,224-25K X1 -1 4S1224, XQ 11 XQI 12BT224-2K #1 2-24-ammg-Dlive x m0i Solf-Drillhai Tappingsoirava Vqb 0 19 MP844Zj MPBSeZ. MPS667 moment Post Sass- SOWC'15450, SDWQ15600 Strong-Dtive SDwa TRUSS &-irew Drill Point `16 PB44, PB44% P846, P866� PE�OSR Embedded Fort Dase I'LM3628-RO 3 SDWHIOWOCIP, 8DWRI040011YR, SDWH4000008, SDWHIGOODOB� SIDWH"1910000B Sitrohg-Dxjv�S DWH TlM9ER­HEXSow_o1 5 XUW1 0113, XU34BI 0`16-61K #1D1OStrong-Qriva-XU MeitalS.elf-Drillingi Tapping ScrersWO IT PBS44A, PBS,11a, PBS5Q F=beddod Fast Base 4 SOWH2780QGI aOVV42700G. 8DVOJ271ODUG. SDWH27r12OQQ TjMl3ER­HFXHDG Screw #I Drill Faint is 19 PSA P8VTG RC44-1 PC4B-1 6, Pd,418-* "4-13, P065-M EPG44-1tY_ �PCA&18� EPC4&18r, �RoUnd Post Base Past Cap S-# 1 Product Model, Num-berorhianne S e 5 J& Z4, 'SB_�J &24, L 8 81 X3 C 1 'Product Descidation 2§8 AH&Drgollir a SDVr.Ml�, ISQW81030I, SDW-S1 0312, ��VW51 04M SDws-14fwa, smsivig., sbvv8224oD,SDW`SZ�ddSDM22512. SDM22560, $1roI19-DrwS0We FRAMING-SoteW F_PC84-16� r-13068-18 �Z SSTSIO,, SST1320, SST624, $ST928, SSTS24, SST936� SST815L, SST820LSSTB24L, ssTeAnaboreols SQW=80% SOWMg0l), SIDWS2210W, aDWS221 I QQ.. WW=1 200, SDWW2,15OG 20 PO4Z, PCO?Z� RC5Z, PCORZ, PC6Z, PC8RZ EFC4Z, i EPC5Z, EPcffRz. Z-PG8Z, Postt_�Qp SSTa2OL 7 SDW82220013B, SDWS2240O1DB_ SOW3225ODDS. SDWS2260OD9S0W_%22O0Otx3, SOWS T) M BER Sorew (i G rads) -4-0 0 ElaCffll SDWS221 COMB §119 EWurct Model, NUVMM N Pmduc2-DmcWAh2n 21 PPB44-4ZL PFR"6Z Post Base a 80W=311 2,0$13, CiottfoorAccents SIYucfuraJVVabd Screw 1 DSSQBQA5; OSS0848i DSSCI348. DSHS Bypass Fram Ing Daft Strut Cbn rector =3 F?PBZ Nfmfit p6stfiase FLMW24 9 -9DW.S273QOSS, S0VV8V4Q0S$. SIDWL927500SS. 6DW827,13WSS, SIDWS,27PBODSS, StrongC) rVaSD-WS Tl M grtR , SSSomw 2, F0943,5e FCB45,5. FCEk7 -5, FIC-14495, FCB411 5 p Connector SDWWI OQOS0;, z PPrISM4SIOle, 'PHISOSQ1015, FPHSD34R101t9-,51�,,F]-HSDUslzl4, #10-1,f and #12-14 S" X Produldt.Modal; Numberer NaMe Product 004410tion 10 SDWVI:5400 SOLE -TO -RIM Screw FPH404B1214, FP14803481214�51< Drilling, Tap pirya 8are%m 0 FL*!10886�Ra f CMI5712; CMST14, CMM-10, C-514, CS115, 0818, CS20,0= HRS8� Called Straps 11 STN22 outdool-Acoents Hex-.14stdWaslar 4 LSFCZ25, LSl`C4,25,. L,9FCU5. SFC2.25, 5FC4,2U. SFCA25 LS_ 'A.�5� MSSC@, Steel Frarning Corinectair steat Stud-Conraiatafe jggf Prodbd M0641, NUntilpiar or Name Product Description HRSB� HRS12. FHA9, FAAR� FHAV?, Fi FHA24, FHAW, MSTJ26,M-ST13fl, msflw, I,4sTi7�_,, simsT27. sims:T37. "K43 Straps g� mif (12 ga) MSSC4_25KW. MS8C6,2,5KW C) PJA. F8A S HTS18, HT820, HTS24, ATS28, HT,580, 14T=,_ C HeavyTwistStrops jii4i ma-R3 6 RCKVa, RCXM.S,�RCKW�5, RCKW3S, RCKVV5,5$ Rigid KnooWall'tonneptar (D 21 FRFP FkatRatratmundation Plate 4 ILSTA30, L§7Mf� LST148, L-SrI73, MSTA9, MSTA12, MSTAI 5, MSTAI 8 ' M87A211, V18TA24 Straps 43 milf (!:&as) 7 Sd3i435,a0 13455, SM347.5, W, 849;5, 90641 -1.5, 99054S5, MSOB47.5 Bypass Frani !N Slide -dip Connedior 3 GH46-95, GH4e-0, 0 1-14". GH48-0, GH41 "f GH41 Q-8, GH66-13_0 HOG-8, (aHQ,4,-6, CH65- Zklei Hanger Z LSTA9, L5TA12, LSTAI-5i LSTAIJ3, LSTA21, LSTA24, ST292, ST2122. ST-21 16, ST2215 Straps 53 mil W. Q-4) Seg.# ProduatModal. Wallb0or Name FircIdluctDiawillritlon 8. WS32-6/97. SQS62-W1J8,5CS�2_ff/11BL Bypass Framing Corrnector ICU 8, GH81D-9, CHSI-0-8 0 UgULSHM�L. SUSH3.25, M-�FUBHS,25 Bridging Comeator I AS 16, A$ 1685, AS I IlSe 1O_gaTnjusPls" 9 sc=:25, SCWJ1_5 0ormectar 4 QL36Ap GLEI�5a, 01_85,C�. 0 L$60,, GLIITP� QL13 ra, OLM, G 4g7D 7 ILTP6 Lateral -Ve Plate '2 AS20HS 20 ga, High Strength TLfq* P-Isle 10 sjc-a.215, SJCM25,MSJC8.4, ms)CID�25 Steel Joist-Connectofs C) ca -5 61_5r-5i 2,0JU7612, GLPT�16, GsL7818, wirw GGL'Tko ofularn 8e4rind Plate, 8 LTSI�,L-PS18, 1-7816, 3-120 Light T%viatStraps 3 AS-20 20 gar truO*Plate I I Sse"'51 a SYp&ssiFrRrn'ng SIfde­QIjpStrwt Oonneptor 8 HGLjilA,HuLBs. HGi HGLI30 Heavy Glulam Bearing Plate g USTAW, MSTA36, ST6215,, STO�4, ST9, STI 2, STI 81 ST22, VSTC26, WTC4Q MSTC!�2 Strap$464 m4 (16qq) 4 ASHP Hi Pistti�ionnecrtor fte, 12 XILSH5451414, XLS­fT6B1­414 #144A 4 Strong-�)rive XLSd $boQ)0sfad Salf-Drillipg, Tapping 7 HOT-2, HaT�5� HGT-4 Heavy eind or Tiedoxvrt Id M$Tcea, WTC18, vrOi236 Straps 66 mil (14 ga) -Rcrev's LL1 a UFP10-siDS8 Un&ersal F.Duritafiah P)Ote I I MT612, MTS16, MTSM MTSX MTS30, MTS24C j MTSWC Media in Twiat',$tra as 13 X01 811016. XQ1 SV18-4K, XQ1 W 2,14 XqI BI 214-15K, XQ78SI 2-24, XQ7&SI 224-3k, 910-16. 412-14. and #12-24 811trarig-OrIve X Mats I Stalf-DrIlling, 9 JRFP Uphtersal plate 12 VB2,86, S,18a12, S164.06, Top Flange qqist Hangers rl*5730-R4 X01 I 4S1 224F XQI i4S1,224-2.5X. XQ1 12al 224� XQ1 1 2BI �Ki4-21<, X340-1 01 T a ppin-9 _13orwNs StQ4,12, Va4.28, -S184A, 5/W50 X1,S101 XI 81al 641� X1 S1 �14, X1 91 214-35K z '13, SISAZ�2M� SIBAZW 0; 41BAZI 2112, VDA2.1 2/14, SIB N-CI 0/8, SIBAM all QL Top Flange Joist Hangers Pradtfot'Model. Nurdber or Name Prituductoosatiotipri SMA4,IW2, SIBMAB/14 I Er -HP liesive Anchor for acnofeler z 14 SfH 1A Hurficange Tipt 2 GAC, GDP, GOPM-60, 0DOM-75, GDPM,100, GOPS, GW-50,'QW-7FY, GW-10% GTH Gaa-sittutal*d fasteners and esvernbirar, < 15 S/H D6S, VH D88,,S/HD I OS, SC DI OB, W14DI 5S, VIA DI 511 Haldpwrls, 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PQPAT--K PINW, PfRWP, PINWP-W, PQPAVV., Poovaler-artuated fasteriurs, thileaded-sturfs,,snd ossorrilbilas 16 S,IHDU4� WHDUG, SIHIDLUR, S;HDUl 1 Holdownt POPAWL-MG,IRSVO�PaVL3-K, PCILOPA, PECLDPA, PTRHA3, PTRHA4 -Tr OJC�f, S/HJQT Joist Harrfger� 4 �SET_3G AdilesiveAnghorfor atimcfetp- 0- SHEET NO. PA 1.2 1�L wEtC1 tNc. TILLIT TESTING 81 ENGINEERiNG COMPANY M ANY AT:. A. TILL JR., F. -.--- 1 FrR rr, , .. Tiltecoia�aD}sOtn YL PJi `T 717. IcW+xe q N•T t>h liueiise N,t-.Ire Jn TA, ne PRODUCT EVALUATION REPORT REPORT NO.: 20-072S.41 HATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME:; 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: E� tPPrpt�"!ronPr6ductsLLC, 4800 S,W.. 51 street Davie, Florida33314 1 PURPOSE OF EVALUATIlZN, This III Product Evaluation Report Issued by Waiter A. Tillit, Jr., P.E. (System. ID # 1906)ito the Global Protection Products, LLC, Rule Chapter No.. 61 G30-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is beirg issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is'forthe purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED; 2,11. PRODUCT EVALUATION OQ U..MEN jP END i• Drawing No. 20-1766, titled 120 GAGE GALVANIZED STEEL STORM PANEL", Sheets I Ahru 26 of 26 prepared by Tilteco, Inc,; signed and sealedby Walter A. Tillit, Jr,, P;l,, dated47128/2020. This drawing is an integral part T#� Is Evaluation Report, ,Ar+ E TTI11Ah r P' t ENS, ' : I Na, 44 ,-, i6i 7_, �: f -' ""4OPCOP ,•�_' 6355 N.W. 36tb Street,. Suite 305, Miami, Florda 31166- Phone: (305) 871-153.4 +W'11@04. 00 ? PRODUCT IA.LUATIOIN REPOICE NO, 20 28-01 2 2.2. TEST tE_P_?FTS: Large missile I pa fan d fatigue lo ad tests were performed under Protocols TA5 201,203 section 6 o th' g s 1 as per n � e Florida Building Code. Unif(um static load as per TA 2 Protocol. t re p S 20 t I. Test ports prepared by Hurricane Engineering 81 Testing, I ,Repoi ts # 96 968f dated 0810911996, #f96-570 dated 09/1 St1996, #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, P_F., Fenestration Testing Laboratory, Inc. reporfs##20,12 dated 0411611998 and # 2126 dated 1010511008 witnessed by Gilbert Diamond, II and Report No. 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. DCM-197 by QC Metallurgical, inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. .3. STRUCTURAL FIUGIINNEERING CALCUL6 11ONSx On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor sparing vs. design wind load and panel length based on rational and comparative analysis, end in accordance with � p y a n section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11/03108 and 03112/15, signed and sealed by Walter A. TIM,, Jr., P.E. 3 MISSILE IMPACT RESISTANCE• Large missile Impact under section 1026 of the Florida Building Code as per 9 p g P . TA5-201 Protocol. 4 WIND LOAD fi RESISTANCE: 20 Gage Galvanized.Steei Storm Panel has been verified to sustain wind pressures. Mraximum panel length shall boas indicated on sheets 8, 10, 14, 15, 16, 19.25 and 26 of 26 of Product Evaluation Document (P.E,D,), drawing No. 20.176. Maxim am Anchor _ Bpacing shall be as indicated an sheets 8, 9, 10, 11, 14, 15,17, 18, 19, 20 25 and 26 of 26, Of Product Evaluation Document -P.E.D drawing No. 20.176. I. INSTALLAII19N, Installation shall be performed strictly in accordance with details indicated on Sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as Indicated on sheets 9,14,16, 25 and 26 of 26, of Product Evaluation Document (P,E.D.), drawing No, 20-176. 1W1010sN P11 r s" \(aEN .�` 117 /r STATE OF : �_ -, lko /rry1411 �QNA�T Y,�" riWEBAL Hi : 8.3) IN CASE THAT PFMCW STOPS, OR PRECAST CONGR€YE PANELS. STUC00 OR WOOD BOARDS BE FOUND ON THE r _ I?aDaM P#MFL__ FEB..NI. EXISTING aNcwoRs s i1✓asl .QAOE p Mott, l4tti, BE SONG 0#OUGH TO REACH TM4. MAIN STRUC'1URE BEHIND SUCH PAAtEL;S t. STQ R#1 NI P.. - R O MARS ARCH "B A S RrAtUCP EVAIWtTtIXN CUMEN± D, BEEN MERLNTEp FOR CQAPLIANC'E ,N ANCHORAGE SHAA. BE A5 AIENDTONED IN .1 ANO Nr 82). SHOWNTW ANCIEI. LD ACCORDANCE WITH TAR: xnaD (73h ED1rwN) of THE nDRIDA BIIU1tNG tODe (c) � woDo ILUN. a1a1,5w �.�•. � AR,1; 2 DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION t52O OF THE ABOVE MENTLONED CODE, - 1/4-a TAM:t}N NrCH I AS MANUFACTUREQ BY IT."W. BU"M M. FOR A WEB SPEEp REOINREb BY TNT- .1URIS&ICTION THESE SFKIiTETNS WKi. tNSTALtE'0 AND - #14-10 PAINELVATE FEMAa O AND PANFSNATE PUMS ANLHORB, AS MANUFACTURED EFY ELCO CONSTRUCTION PRODUCTS FOR A DIRfOTIONAV FACTOR KD-0,9S. L51NG ASCE ?-!6 AND SFW4. fi(Y F7tCEE0 THE MAXIMUM (aS.O.) - 1/4-a TAG SCREWS PER was. DESIGN PRESSURE M1940S NVOICATED ON SHETS 7 THRU 12; 14, 15, 11L 19 a 2T - 7/16`0 a $IV WOOD BUSHING, AS DISTRIBUTED By ALL TN W SCREW, BOLT & SPECIALfT to, W ORDER TO VERBY THE ABOVE CORD", ULTIMATE DESIGN WAND LOADS DEtiRMWED PER ASCE 7-19 Ol) MINIMUM THRFAC)ED PENEIRATON INTO WOOD !?F TAPCOw ANCHORS SHALL BE 7 i j2' AND 2' FOR ELCO PAMELIAATF PLUS SHALL BE F91ST ROAM TO ASO. DESIGN "NO LOADS Of MULTIPLYING THEM BY 0 8 W DROER TO COMPARE THESE W/ MAX (A.S.0) 6E5,T3'1 PRESBItRE RATINGS INDOATM ON SHEET$ 7 THRU 12, 14, 15, is. 19 & 20, AND PANUMALE FEMALE ID. C,21 MMNUM POMADED PENCMAPON OF LAO $CREW, OFO THE WOO FRAME UNIT. SHALL BE 1 1/2'. NO THREADED Of R 7D 'A'D THAT AIS ON THIS P;E,II, AS TESTED WERE NUT OVERACC4 STRI B' A RE'tEEA5F W ALT.OWP81.E PENETRATION INTO STUCCO SHALL. 8E CQNSIQCRM AS PART OP THE REQUIRED T4MAOW PENCITWON, ST L WOOD 5 B STRESS FOR WIND LOADS WAS USED IN iNgEEt ANALY$LS.. FASTENERS SPACWG TO WOOD f4A3 BEEN DETElENNEQ W C.3) MINIMUM EDGE DSTANCE OF LAD SCREWS, )NM WOOD SHALL BE AS INDICATED IN THIS DRAWING A,CCOKDANOE IWi}I NA.S. 2018. STORM P CY IMPACT AND WIND RESISTANCE W ACCORDANCE WRN SECa OF rN& BEEN VEINC. 1HE E ME TOMADEOU E A CA) MNIMUM P ENETRA.TION OF WOOD BUSHING SHALL BE 5/8'. 1/4' a-20 SCREWS USED SHALL BE 1 / 2 LONG MNNMUM NETWINC CODE AS PER HUS NE ENGINEERING REPORTS 9 -T30 R , a 96-T30 AND ! ' F'FNESTA}.WOM 7ESTX40 LA8� PRO, REPORTS jH2O'.i2 & /Zt 28 . AS PROTQCOIS TAS-201.. tA5«2O2 AND TAS-205, SHOULD STUCCO EiC1SF, AND t" MINIMUM FOR WALLS WRH NOSTUC00.. 7RAD S T D TAS #20 kf2126.& PROTOCOLS S-202 AS WELL AS AMERICAN TEST LA8 OF SOVIH FLORIDA REPORT' 0I0219.04•-09. AS PER TAP 201, TAB 202 AND TA5 203 STANDARDS. t:51 IN CASE THAT PRECAST STONE„ OR PWXA5T CONCRETE PANEL."'!; STUCCO OR WOOD BOARDS BE FOUND ON THE EXSTNG ALL BE LONG ENOUGH TO REACH THE Mgttd STRUCiT1� gEHlrtp SUCH PANELS, 2 ALL ALUiMJWW E%TRUSIWtS TO BE BOSS-T9 k1OT AND TEMPER. (UNLE$s OtHERYRSE NOTED). SEE SHEET 2. PALL ANCFIORS BE SHALL. E AS MENTIONED W Gl), C.21 & C#) ALL M SHEET A T 1 F1.INAINIAN EEL' METAL USED A CLOSURES SHN.L HAVE 3105-N11 ALLOY. jOS +TNCNOR$ SHALL BE INSTALLED FOLLOWING N.4 OF Tt'W... REDDMAAENOAttONS AMR& SPE09"1E4TIdMS OF THE ANCHOR': MANUFACTURER. DUALITY STEEL. ABIM A-R53 GRADE SO MINIMUM. G-50 B. PANELS MAY ALSO BE INSTALLED HOWONTALLY FOLLTYMNG MNTAW.ATION DETAILS SHOWN ON SEC114N 3 THROUGH SO SHEEP' # 4 ALL STEEL SHEET DES PANELS SHALL HAVE kV (AFTER OALV AMIZ£D STEA. GfSIGNATON W . 58.3 M AFTER PHADUGH 8 IXCEPT 7NAT HEADERS & SHALL NOT � r& USED. N. ALL SCREWS TO BE STAINLF55 STEEL 304 OR 318 A151 SERIES OR CORROSION RCOMP Y COATED CARBON ING, A5 PER 9. R SHALL. BE THE RESPONISIMLITY OF THE OOWRMTOR TO VERIFY THE SOUNDNESS OF THE. STRUCTURE WHERE SHUITM IS TO BE DIN 54018 'N/ 50 kni YIELD STRENGTH AND 90 ko TENSILE STRENGTH & S1Mi1 COMPLY W/ FLORIDA eUROWG CODEATTACHEDTO SECTION 24 .14- INSt. PROPER ANCNORKK;£. t1fB SHUTTER SHALL. ONI:Y HE ATTACHED i0 CONGA 7M, BLOCK OR WOOD FRAME 8 BOLTS TO 8E ASTW A-3W GALVANIZED STEEL,. OR AISI 304 SIRES STAINLESS STEEL, WTH 30 WA MINIMUM WELL! STRENGTK tb, EACH REGULAR STORM PANEL WFTH LENGTHS OVER W-8 THROUGH 12'-4* AS PER SECTIONS 6, S. 9 & 10 AND ALIEIB,A' TIVES 8W. INSTRUCTING OWNER OR SW & tow' ON SHEETS 9 3. & I AE Y. SMALL NAVE A INGR PE AND READLY VISIBLE WARN" 7 ANCHORS TO WALL RtALL BE AS IT2LLtMS TEtNANT iD SEDLxaF PANELS WRH APPLICABLE REINFORCEMENT DURING PERIODS OF !iJRRMANE WARNRNG. (A} 11- THE RASTALLATION CONTW.CTO R IS TO SEAL/CAULK AL, SHUTTER OOMM14 M EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH - 1/41# TAPCOH ANCHORS AS MANUFACTURED BY f.T,W, BUNOE%, INC. (Mtn. res3192 P. i.) "THE BUIIIANG TO PREVENT WINWRAIN INTRUSION - t/4' # ♦ 7/8" CUX-W ANCHORS. AS MANUFACTURED BY DEWALT INC. (MIN I'co30M PA.,.) - ,/4. , 3/4' SOLAR -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, ROLL & SPECIALTY CO. 12- STORM PANEL WSTALIATKIN SHALL COMPLY WTH SPECS INDICATED NR THIS DRAWING PLUS ANY DLALDING MIS ZONWC REGIRATIONS (pin, ft 3000 P..J.) PROVIDED BY THE JIIRISDICT10N WHERE PERMITIS PPPIED TO. - NitA-tOsPANE4AiV FEMALE rO & PANEEMATE PLUS ANCHORS, AS MANUFACTUREDeY MCC bC?NF:TRMCitON PilODUCTS. 1a. (4) THIS PROOUCt EVALUAM" DOCUMENT (P:E.D) PREPARED By TrAS ENGINEER IS. GENERIC AND DOES W PROVIDE INPORMATKSN 333p: )M•aL) ITW A SPE SPECIFIC PROJECT, l a. WHERE THE 917E CDRDTRON9 DEVWE FROM THE PE.D - 1/4"I CF TAP-fRRP ANCHORS. AS NANUFAC1tFNED By TRU-FAST CORPOR/.TON (T'cw30OQ Pe.,.) A.1) MNAWM EMSEOMEM OF TAPCON ANCHORS INTO POURED CONCRETE S14LLL BE 1 3/4': 2" :FOR PAMELMATE FEMALE (b) BASE OR T P�,i.O, RESPONSIBLEFOR T E E�4ETAION. PURCHASE FROM THE INSTALLATIGCOWRTIOND�RR£D ON TVDsK HIS SAFETY DOCUOMTNFS PRODUCT 9D AND PAME%LM.TE. PLUS AND 1 1/4" FOR CIF TAP -OW ANCHORS. CONSTRUOPON SAFETY AT SPE IS THE CONTRWPIA% RESPONSiBtLOV. A2) tMit-MN & SOUO-SET ANCHORS SHALL TC EMBEDDED 7/8' WM THE POURED CONCRETE NO EMBEDMENT ONTO W THIS PROD= EVALUAT)ON DOCUMENT WILL BE CONSIDERED INVINVALIDYA,1F MQOWW- S7UCCD SHALL BE PERMITTED. 114- 9-2D SCREWS USED SHALL BE t 11r LONG M04WVM SHOULD STLX= ETDST, AD 1' MNADUM FOR W WITH NO X O AND MAT TH W 1 (d SITE A WALLS S IC MA NF.wk3a `SKEW'' f%S ALL BEADED. SCREWS l0 !FAG. S) SPECIFIC PROJECTS +i1VN.L BE PREPARED BY FLORIDA IIL ENCSIBLE OR ARGHRECT WP6tP! WILL BECOME THE Litt WITH WING NGnS ENGINEER E (E.OSRE F'D2 THE PROJECT AND WHO A FOR THE ( RAT O USE PROPER USN OF THE F TARE ENGINEER rA' RECORD. S A CaDRAWNG ENG1NN TO t1JE Q ENGINEER R.33 IN CASE L SU ly To SIM PE REI PRECAST STORE, PRECAST CONCRETE PANELS• PAVERS, WOOD BDAiG05 BE 'FOUND +TUN FATE P.ED. EHCUREER. SHALL 5UBASR TO THIS LATTER 'THE 371E SPECIFIC DRAWINGS FOR REVIEW. THE WALL G WAL OR FLOOR ANCHORS H AI !3E LONG ENOUGH T. REACH THE A1AN6 51RlR:TtLRE BEANO SUCH STR PANELS ANC,IDMUCE SHALL AS MQmDIN® IN At) AND IN A.2)_ (a) THIS SHALL BEAR THE DATE RNit ORIbINAt SEAL AND SIGNATURE OF ME PROFT:SStONA1 PANEL ENTIO GI ENGINEER ENCiNEER � �COKD T1UY PREPARED IT. (B) S9 F1tI51„ 1N�CC4akriETE @1(!LN rn: t".- _._ X4LA..,a: 14. SNUtT'ER MANUFACTIRERS LABEL SHALL. BE LOCA110 ON A READILY M�BLC LOCATION A7 STORM - 1/4" # TAPCON ..ANCHORS AS MANUFACTURED BY f T. W. eUILDIX INC. PANEL SHUTTER. IN ACCORDANCE WITH SECRON 17D89.3 Or FLORIDA 98JIt WG CCOE, ONE LABEL - t/4- a x 7/8" CALK -TUN ANCHORS'AS AANUFACTURED HN DC W.T INC. (MIN. rc-T500 P.--; SHALL BE PLACES FOR EVERY OPENNG, LABEIIMS TO COMPLY WITH SECTION 1?09.9? OF THE - 1/#'# % 3/4. 90LW-SET ANCHORS. AS OL41KI&7TED BY AL. P0o17 SCREW. 13OLT & SPECIALTY Cb. FZ,DFWA BUILOWG.CODE (MPN, UTEDO P.v.) TFlis DRAWTND :HALL 0#iLY BE USED TO -'14-IU PAATI.NATE FEMALE' IO AND PARELMATE PLUS ANCHORS, AS WMJFACW,M BY EEGO CONSMGMN MH is$"..•.. E�t'NN PEAYASTTS 1N THE 6TATE OF F LCFMA PRODUCTS (MIN, r-2071 PAIJ AvAH ."Alp` - 1/4- a OF TAP -OOP WHIM. AS MANUFACTURED BY TRU-FAST CORP40MTION ko..��.•�{ A. rr[ , y� Bt) WAINUM EMBEDMENT 0M' TAIROM ANCHORS, EU O PNNELMATES AND CIF TAP -GRIP ANCHOR. INTO IRE , • L\(", V FLORIDA BUILDING CODE (High YetaEi Hurrianno ZoDa BLOCR UNIT SHALL BE I 1/41, ~i .2m DLIM W. 20 GAGE GALVANIZED STEM. STORM PANELcow er :' '%• �i 6. °• "- 9.21 CaM%-W & SWID-SFr ANCHORS $WALL EMREDOM 7 o` ONTO bP#f:RET BE. ! THE c -. SLOW AFBT, NO : x INTO AUCCO SHAUL BE PERMITTED. 1l4' 0-20 SCREWS USED SHALL BE I 1/2 LONG MINIMUM %IMA3 cc r•-^ - €xt5i. AND 1' MINIMUM FOR WALLS WRTH NO srmca. - *+C.3 ////�4 GLOBAL PROTECTION. PRODUCTS, U.C. "" Ta 1L ECOFNC.. 'C _- ,`f, .& STA QF -.a. -. / -SW. D151 ET �'yyd:(`'•, to 1)t` .`' tasA Eta, a, in'tse+}9aR-sRr 20-176 -40 ... .. Na.< 4)w,-wm.ra'.9NW Px<-wi . ,. ,r .w �t1MNR Na, . '4Z,,/DNA E w WN_M A e.itTY — tlA ,n a1RE ' D INSTALLATION LNTO_EXWINfz POUM QEIAU FOR REGULAR NEi CONNCHETE_DR QQ E ,Q& id 8 CK STRUCTURES MATE COWREX AAIOIARa -'A % 5 a Twom 911m 9) COMIDIXTE ANOtNPS 9EFi5 s T}gMiN 9) CM SOWAX ON %4m 8 T-ROV044 93' ^-'--�-e:0-' n E%LiikLG PDIRED i DOHDRE7tr FtE'OGUIRE$.1 1 41 JF1+4". C DINTE ANtAdTs = x1,mMlE 0Ti a ( SaF"T3 a T,WW9l1 9) I y,,,,, '`s. i "1" M L IXNT%NG PDJREW CORCRETF REOLIDi�' a i • , �T 4• Ys. IT- WNC Ipla ....,pi 4. ;;• �y,` et•"iyi,�`. ��, 4 4 a"4\:... ,. ?• —. , �"'-Tfo, -... f 1 , 14'i "yx,: omn : r. I. .. ".' 01 Oy+ ..:... NNt �A�Y• 4"'111*'_" LICK h."", FNI5IRW Pouf s, E-tS.���j I ',✓ m 1 1 I I " jj• I - } : CONC,kTERGU�N!&'9`EA , i ., i E0. '1" C�a# ,..i i r.K I F �! - j aN aw a , " m aA i I I I /x L/r as I 12 I%t ad 1 S& m "I I 4a sD iAAx 9N > s '9% 1 - p' i I� d--t' - 0�'A#A"x -_- 1 i Taw' ro�m.a 1 l 1i i ra °Aar. I ,. .. _.._. .. .r. e - F 1 1 I 9 I I 1 1 .. :��7/1.!.'-.' I f I Ij .. __ __ ___r.-_ I 1 1 I I I 1 1 I i gy '" n't'`�'', 1 i IRAlB ! 1 ` t 1 i 1 _ L Y .I :•e t_ .� T I i L _ !. ' j t l - Ms+Ta ">i�, �:Ia4.--`.a M EWJT7 STa a T 19 1. i E.D. �,iu#�3� I to ! d \ 19 t(r'4C. \ FkNa l \� a, E+ E:T6nN9 0.0 1 CONCRETE OR - Ra CITE i 1 .1_`_ a 3 z. :' elult SILO a " i 1 t2 T/Y D.c ) ,u i 1 , T' ED: 1 POUR Dom.: 1 E.%...''. " 'I U . , , Jr [DoST,NG4POURED-' ED. 1 t9 I nt _. J CaRCRETc OR l .`\ 1 '— .�,... CONCRETE. BLOCK _, , FtEDi9RED, ,,...'4 {. 14 1!Y' 4t- 4A e...: *. ^ t -,: ,4 ...... .._.,l REQ4_ iT .= T/2. T REDUlWS). t!?" , :..: •T L- -[ ,_, I I \ , E n--1 M I 4'- RETAlTRFD. CDNCRFTE AN{allo1G �'-i---E.D. (a G96 _ , 4 -, 4w Y eOMIrnnE A � 4Te--2D M/� 7 , tY- ss i� i{ff- I 4 Y 1 B4 aDIGCrEtE ANa1oRs , aNs a E as �. Afn �i r r ie,4 (R NAM. 7 svuTr.� W STLW� RFDD �� tlEE SDIIkb1'AE Ml - � - 9FE 9GEDIZZ F ` , (. fSt£ 9WEA[aE +\ Caw x GM ON."'"` \� SM.A s c:&x. S'IYEErs 8 THRWCN 9} 9HELT0 8 TT4hOWN 9) �6 9H&09 s THAGIK%9} SHEETS BTNRWwK a) SOALF 3/8-1' BCAL4. 3/8-t SCAT- 3/B,.1' . $,ALE ,,.I". rr --V ---- i 1 11 "I,lw mNs1°mN 1 I E.O, w. EDGE DISTANCE (SET SCHEQulE oN SHEETS 5 & 0) 11 f 1 8 I .1.._ wR ¢ 1 ° 1 EYW DG'.R � Nam MR cOUBBNATiON Of` SELRLO!rC; ,2' I , 1 J-� i+ OµH11HTnpP Ao�ER Al ri'H TOP & WrtOM MOU"NGS CAN 9E coMBl( 1N ANY WAY TO SOFT ANY INSTALLATION, H `G fah FLORIDA8 LOEN CODE NI Y NwrT Done, D 2a tea ExISrTND r . KF ED. ' CONCRETE AAitFtOp3 s . T S ' °QNm 14' Ne 20 GAGE GALVANIZED STEEL STORY PANEL , p EE7s a T RDpm,°N 9) �. CtMUNG st s 7t- __ k,� y.: ATE �Ay�";•. on'D _' a t1'/ ...",. .: 9E`�""�`"" �°""' GLOBAL PRDT1:CTIDN PRODUCTS. t I C, i. __ O INC. a 33s a: AN,am"Lr W" °' '° 20-176 SOME • 44AA HALE ea TwP a- `w, ,Iwwn .M` N »lee: Dn4)010-mI& r,Ue W4*9-arw a.w , T�,0 '.„DTI. FN , too AN-,,,, 318.1 nP a-o maTty w., r".,w a -. sew. a dwRWs INS: A : #,.„ U , 4P. s - _ TEE, 4 CF PROD 13VAI "�OR'j' *d7, I .07j,1I,�Gi. I IMMATERIAL CHARACTER15TICS-AND SPEDtFt ATIC�IN : Shall be strictlyin accordance with General, eneral Notes and Components indicated on sheets 2 and 22 of 26 of Product Evaluation Document(P.E.D. ?, drawing N D-176cAn Ts I D 2 on t specifications shot be as indtda ,s pe led on sh eta 1, 7 and 21 of 26, of Product Evaluation Document (P,E,D,), drawing No. 20-1 S. 7. LIMITATIONS AND CONDITIONS OF USE- 71. Shall be stricitly in compliance with General Notes No. 1, -8 thru 14, indicated an sheet 1 of 26, as well as General Notes #A 1 thru 4 and 11' thru i 6, indicated an sheet 2 2 Evaluation ee 1 of fr of Product va cation Document (P.ED.), drawing No. 20.17E prepared by Tilteco; Inc, and signed and sealed by Walter A, Tillit, Jr., P.E. 72 Product may installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Coale. 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame strudchires. Product Evaluation Report prepared by Walter A. Tillit, Jr.; P.E. (Florida License No, 44167), President of Tilteco, Inc. Florida CA-000671.E . , ('N 1G .., Nu.44167 s WATILL Dr I TIILTECO ADMON RECORO$1 P. E, REPORT- 2014 LORAL, PROTECTION RROO UCT5, LLC/ 20 CTAGF GALVANIZigO STEEL STORM PANE41 ORWG A W-Y7B LR6PORT f120-07M'01 ■ ■ %Nc. T LLiT' TESTING 6EN4iEERING COMPANY WAL7ERh, I TT L PEPRODUCT EyALUATI[ARPB :fife )cODtKrLk-W T h1C9LwXa_310979 REPORT Nt,).: 20-11727.02 DATEi July 27, 2020' PRQDUGT CATEGORIC; Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME, +24 GAGE GALVANIZED STEEL STORM PANEL. MANUFACTURER. Global Pro on jQducts. LLC 4800 S.W. 51 Street Davis. Florida 33314 1 PURPOSE OF EVAI UATION" This is a Product Evaluation Report issued by Walter A, Tiilit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter':Na. 61020-3, Method 10 of the Florida Department of Business and Professional Regulation. ThiS"product:is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2Q24'Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2 i. PR{![! IUGT EVALUATION D[]CUMENT jP:E.D, Drawing Nip, 20-171, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco, Inc ; signed and sealed by Waiter A. Tillit, Jr., P.E,; dated 0712712020, This drawing is an inte i1 too?6rfftis Evaluation Report. 4.4§' t ' r}�i"S''.. , *iB71. 635N,W. 36th Street, Suite 305,,Miami, Florida 33166 - Phme: (305) 871-1 J)NUQ#38`Y1-1531 C;O�iPONENTS F(?R REC;ULAR A LIFE SAFETY NORM EANELS (SCALE 1/2-l'). ,,. . _ _-.. _ _ __.,_—_.__^_ .,..Ts.12a - -_._ __ _-- �.__ .. __ � __, (TTTTAL W _ __. __ .. 19.19s (Tara xnD H3 ..--... ._ _ .___ . j-----"'--12-SW (UFFCTIYE W101H}---------_- _—_- ---� ; i l f __._---6 1/4---_"-__ I i i , .b•29d* �_`. i 1.35D"-" t.3P50'� •--1.50".-..,%\.,SOp' i p., ;--8.3---, rl, O.0.T4" 1WL THICK •'-i.350' i ,n.,SpQ' , , _ _,. - I ,,.,.. ,• . ` _ _ - _ _.?.y+f_ -' ;:. "`i. GNNMIIZE3T STEM r - P ' ''. ,. . ,. .. I ' ASTM Aaas r ,..q` ��{t,'y,i HrMNe :' t TIRAMEO 5O iCWM D"Ot0" MIN• !HICK / / `` , .. EQ . l,I , I `� 2.8a7" �MNEEEDSPEELB r :l' I " 2,957` 11 I o- C0.'v. � ' r 2 " F `__h1NMED T 2.�0` 2�)�- ! N�M� TYP. CETAM1 BjpO ._ I _� EOOE i 'y .. rom amm 50 M 0" DLTAW &J � Lp#TAtL 1. . __._..- _ .-__.-..-_-----' t - 1A50- 1' --1-% T MIRM PANEL (14 END MRMMEL _ - 2 187"----•. _ _-_.._. PAAtlO..^S DVD UP ':,,, i ,,. TOO- R. RL ,t26` - 7 "t,". it#'9h 1. 4'Y-20:I. .12V.. lJV4 OR" / ss sne TwF1E0 W- NEAaeF.b EDDE: .TAR ,•- R PL .t... S.S: $LIAR NUETFA -'7 F - ro AtPO{E • t0 a 11 bA' ANDxE I Iba.0.1i' l t ! /2" 1 I • t? 4 r O.C. , fl i2 &. IN% 1 J .093• i —) M •IACV mot. a.371. 1.500• D93 D9a` a,oa a. t .839' :089• } �MAO. .093 i - TN4.I. , �%�250" " j 2.124W R 375,I t L:S2 1 - 1 I �34D0"1 .m0".. 1I1 ,/ -. .._.......,.._<..-.-S- M-,,.,.-"""-__-..,_,..y..- .,..-).Sw --r t-... A � FNYL a ,- ZQ'\ �2. ISOMETRIC YIE'W DETAIL A. I....-�.D9a '- #_,_ ROUNDED CORNER O ENDS OF PANEL'S aR wh END UP W/ HEMMED EDGE. w w r U STUB ANGLE WITH N R � �. �4 � 4 ANGLE WUH 4N.T si 4@8 REY€RS€ STUD SEE W, l 1/$- 8 2114 e, .3 74' �ms _'DyP .374- pgg' { i„3" 'rIF PANEL 188'•ea , TEss,-.4- 'D` -'t 7�70'�•-�' { ::. - S' :,.5,._I.._._.4 r _ .'-'i"°R,T9�S &T+Br 0.' 1 #O "I.Ow - .3TS" ..3344 s f . 270-. .1.8.41C1• ` ' I AtiOL£ O i2 1/r OG,. I j J r.871•! t.97F \ p 11 ie___ --.i 1.b93• 11.343' 4? i3W- I tA1 MR 1 I 199Y i^. t 013' iI1LE. .7 AT LOCATNN ., " ki _i ,480 fi . EVERY PANEL PMALM 1 T ,. 4Wn ,0&s' , i -. M. ' .SnY* —2,t160--"TTYPJ 7.00be � KEY HOLE WASHER ' _ �w ' �� Kai "6" TRACK FLAT PLATED 1 - r D94" L�Jr AhfG1 E IYLA W1TN STUD ,1151Hi11MFNNM,A OALVANl2FD BTEFL'-• _ _ e�; ea, 15 aM - ? 4a`EAT,/,f, 1 0.039"' (Mk,.) 1--'� mrn ,3T3-W :438,' vk..� _tj . NO. a4187 - i ... f ��*' * :.#� BUiLDING CODE LFU. h Veioal- Nu Done Zone FLOtODA ,. ( 9 r i-A '' STATE Of I. .. , AD- i2B� -- ar5-�o �T 9e GF PAaE 'sV , , A a7aln mtew, roe 20 GAGE GALVANIZED FEEL STORM PANEL f syD{'k LO �,; I � KEY HOLE . _ f / GLOBAL PROTECTION PRODUCT'S, LLC. 07 2D00"N404, M L AT AA A 'Y404 /• , _._ 1.1 L C O 6 m.. 02"1(7"7t1I4"X ALI�.Y. us low MR W/Oul niHM"y - : o lfiakt a Z =14 .2G-17s liLUiNNUM ANGLE M� WARDER W,' ADomaNAA w"",; �r�. nmrt (F44 z3#5 E % lMHlea•ea9x - Nee _L Aaaaax, AN, 6VA. - , m vroal:sr WASHER (SuwL,£ BOII/6KaNMt>VB'IDATE FiS OL-ODSMTT9 r. STEEL OR "MEL PLAYEDSMDL). 4Nf3ER A TNtD APE . - •- 2R3J i CT U EM ? QDSM QUAU FOt u+}5 A=QN im mm COmfZETE. POUBED 1 OURES f OM3CREtE IDS 98 = I r-� P °' �"` E,E AN „4 a a .• �. VA110 EM M,.IFE SIM IIM+�} E=Z HIM am M SCHEDULE ON wf 'S" "' I • ..: SCHEDULE ON SIM a a 4) gem a lHoDul9N 9) % T-#-=-^1. -) I . 11-0 r 0 A , 4- anu ,.1 __ E%h7Pl0. I I \ _ 1 P U. 4 1 1 I CONG&ME i ti I ` ; r w, `,. jr . ome t RDXMM I i I 1 - I '_ a -I I 8 6 `e, ,,I::. `,`' i .", '1 A I. .n- IIF I er6w' EXISTING OP� T .-a�'GP'.IAt 11 CONrDRETE BLOCK 1 1 a•..-. 1 1 RFOURm. NP.. i 1 _ J �N+� I 1 ; ; pest A l jll3 (D. a ... I a W A R I_......__ .) __. ..L L .:-•'S .,._ ,'-._ ,,.,.-.l_..„.. sf7i.E 3ltD-, rvNalur r..i ..., ,.� ,._. ,. __. _d...._..._. .. e / i i i i E PLANS A08Ms L tlttswTH 0 � n � 2W 3j{0-T I I --! 1 I 1(x' pAS,9 I _.- �. A ,. NAu Moo A• sY s 4M• a,ap : SiCawl a DkLY. i I '1Raoaai i iY:. N4. wu-A:wa #aR :. N..M1V, ,p, I BM05VLE.. I ,PLiT A' I-- ,WAi 1r4. tla 9tIECYi - N%CH 'MM,4 #YL"G6 T 1 I. �Y NK T3b%aMIaN ,Ni I 9' - aril I w oN s 1 I -J d ILR Tar SSr,AATiOr I 1 1 aa 1 1 1D Cdp54 I � Y • , mr ,rt ,Ad�IB. i I o. 1 1 r"�a..af wavj I t -.. .tar N - �'`,. 1 -, I .per A w I / 4AID MIC FXNSTNNo POURED �;;. €O ;r: I r. 1 f l ft. 4"Z JL9d\ IXrtbrREtE OR .,d" � "' ! [I' - -- t.PLAN7 i:fANCRETE 9/LLr! d REIwxED. ;; 1 PDiR _' i ebA0. ) STALL 3/f&"i' (',JILSE D i9•�,= � ---� :DALE CC4iCRETE - 3! CONCRETE s CONCRETE BLOCK I:O,/kY abmaE.. --soxM I ) 1 2' a 14rDU lif0. /A xu ra# L T pC aw CAN=DN OR PA1RtiNAT ' , t �+' -a ' a314'I"'. # aan raP(a e' N.�'2� ,`. �t'R-`'p1N u'ra �:: �..-._....,____- r.. a ty .. ... , UT P1 ORDLY • - CINiCkm Awtia _, t T l.y I .» 'v4'*.L.\`•:!\,.ti ',z iS ^ ,; _. - - - � a >Y+ w '.8 DN 9DIEOLA.[ TIN - .. - c a I sN�ls a "'ROU"' 9) . t T.NL •ud - -�a�. SGv.E.3%B+.r' sT'.Af 3fB:+•. .-,Twx. Of`DaICRO ak-..i -' #oa tNxNwl@.DCAfA � �;y +'WN. aaaR t16 �i °"'�' « NEW t' wT� s : 1!8' '. -- (D - Q F f } . SEE SCHEDULE ON ('i E PLAN neDR uuM, Tie€ OR r # E DR -, . s„.w,_ lm" co/ P.7, WOOD PLATE SPACER i r SHEETS 8 & 9) i. SCALE a, IB-•T' '` a NEW I' WIDE . VARIES ,e 1/9' ?� i �� ..�.rrhnA CO�ArMATt',."'" � C'FC71t1N51 -. 4 NUN. TUBE OR 1• x VAITTS I I -P 1r gP I -TOP & BOTTOM MOUNTINGS CAN 8E ra .,, : * - i 1 : COMBRND 9N ANY WAY TO SUIT .ANY CAS€ € CONCRETE ANCHORS. INSTALLATION. SE /ls-1"/ls- " '• 4,: i MSCHOM" ON ! I SHEEIS 8 IGH 9) Sort. t A AF I e 1 + C ....:.Tltl<T�s E%ISTiFC POOR F10It)DA ILDING, COD h YBiooh LJFT1 one & € -- BU E tl9 N Zone). ua¢6k a s, TNT. P momv --' -•. Wa 9Ma.R _" m RF t�"E €aD ae A= T )!r #IN QONDRErF BLGDCK r rq 4t M I WATER WR p aO u+9w INC 2D GAGE GAtv,arliZED STEfL STDI PANEL Fr. N as FiT a a 0 3 Mar. REQUIRED, MEANT. 7 NO 44167 OWN" or, C Y^ = * _ � ,. X = - ' sd/e�� " S T* , _.�,--� -rl AL PROTECTION PRODUCTS, U.C. aTn'*M* 1aFTAIt FOR W.AACERS. R�htiiRF�CJ AT TOP OR y�'•, E t1{, �a` C (i II+s: 400SW s, a 3T 6OTTOM TRACKS AOJAC1rNT TO f yf BANDS �sy.nA'CCL 'f: A itil .; N. �, w. a: as wAw I ti a NMwNc t aHM rota' am4yme oT4T 20 176 . w.w ma 4h-" . - .Owl aN�,®, # t DRAW" N. .,. #. aa.n. r AL T PAT,a war A TAMT J+,. P.E AF, nIH 4, _ - a m a Was 1RIDIDUCT 9`VALU ATI : NRE�Pr(}RTT40. 20- i717 0 ; 2. e missile ssl[e Impact road tests wars- performed under SSTD - 9 � w r pe 12 99 standard as section' 60 .1. of the Florida Building ' G 1 9 - 2 o d3 u Idm ode: tJhiform.sta is toads as 'r pm t Ps Section 1709.8.3, per ASTM E-33 Q, Test reports PT1�aced by American Test.l > L f South Florida, Roped* t _ab o h Flo - ,port#tt814.01_:t11 toted 037111102 witnessed by William R: Mahner, P.E., Boriz Moroz, P,E. and Henry-Hattem, P.E. and !Report No. 0219.01-09, dated February 26Y 2009, signed and seated by Edmundo Largaespada, P:E. and Henry Hattem, P.E. Large missile impaet-and cyclic loadings Protocols rra gs per Prtocats TA s 201 8 203'as per sectiorT 1 Bfi i.1.2 of the Florida B Building t r u g Code. Tes Report prepared byAmerican Testing Lab ofSouth Florida, Report No. 11,23.41-10; dated November 23, 2010, signed and sealed. by Julio E. Gonzalez, P.E. Tensile test report No. 8CM-198 by GiC Metallurgical, Inc., dater! March 13, 200$, signed andsealed by Frank Grate, P.E as erASTMII and Tensile Test as per QC Metallurgical Report No. I OKMA 310, dated December 1, 2010 signed and seated ;byJerry Jeciofano, P.E. as per ASTM E-9. =.MUMBALENGINEERINQ!9 Ll LATI0NS' On 24 Gage Galvanized Stoat Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs, design wind load and panel length basedan national comp arative, and in accordance with section 1604 of the Florida Building Code. Calculations prepared byTilteco, Inc., dated 12f1B1 4 and 0$ 7113 for this revision st ned a sled Walter 1 /2 ( ), 9 arid se by alto A. Tilllt, Jr., P.E., 3." Mt§61LE IMPACT RES15 _WIC Large missile Impact under"suction 1609,1.2 of the Florida BuildingCode, as per SSTD 12- 9 d T' 201- 9 Standard an AS �I, WIND LfiADS RESISTANCE° 24 !Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas indicated on sheets 3; 9, 10, 11. lZ and 17 of 16 of Product Evaluation Dpcumsnt (P:E,D.), drawing No: 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9 10, 11,13thru 16 and 1$ of 18, of Product Evaluation Document P,E.D.SS drawing No. 20-175. F 24 Gage Galivanized' Steal Storm Panel has been ve"rltled for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. PROD T h+ 'r{r`: T ALTWYR"0RLW _ 20-0'r ;_Q 3 S. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on - sheets 3 thru 8,12 thru 18 of 1$, of Product Evaluation Document P.E.D. , drawing No, 20.175: Minimum separation to glass shall be, as indicated on sheets 1 3, S; 13, 14, , 1 6 and 18 of'18, of Product Evaluatfon'Docuinent (P•E.00, drawing No. 20-175. _%MAT1511I CHARACTERiS_ Tl zC,S AND SPBCiFICATIdNS Shall be strictly in accordance with. General Notes and Components indicated on sheet 1. and 2 of 18,'rif Product Evaluation Document (P',E.D.)t drawing No, 20-175, Anchor specifications shall be as Indicated on sheet 1 of I8, of Product Evaluation Document (P.E.D.), drawing No. 20175. 7 LIMiTATIgNS,AND MOMONS OF IUSE• 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet l'of 48 of Product Evaluation --Document.'P.E,D,), drawing No. 20.175 prepared b TitCO Inc.and signed andsealed'byWalterA. Tin, Jr., PE 7.2. Product shall notbe installed within HIGH VELOCITY HURRICANE ZONES as defined' on section 115202 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures: Product Evaluation Report prepared by WalterA. TSlit, Jr., P.E, (Florida License No. 44167) President of Tifteco, Inc, (Florida CA::0006719). WAT f3_t TILTEC,OApEAON RECORD8IP, E. FEPORT.2C COLVANEZZ-0 STEEL STORM PANEL IDRWG.#20475.1 1/4, 2/4, 3/4. 4/a. 5/5, 7/5. iw/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, Sw/a1 & 7W/11 3 AWT ANCHORS., FOR COkICRE'fE 5(o9EDU1L ON $iIEESB ego r AMN r . . FOR WDDO SEE 'SfCTiQN9 OR StIEErS 10 & t1 1' MR,1,-1 "-�D.M.. DaF -�-------t-T--T-- T- -- r - -T- 300 0 �3:J V .' .:■U.■V■0-■-9NW J' s ue. J -1 l3DLTED PANE).r" W/ 1/4a-2D.1- _- ''� IS. WS. 6DL.1 W! 7//g8 X 3/3a- Ji4ONUiS Q EA, OA'YRErAa Y I(SFE SECTIONS AS APPLICABLE) I V+!•D@' =VJuri 'tAAx 1/4, 2/4./4, 4/4a 5/5, 7/5, L._?;MWX. ... 'T' AIR, lW/10, 2W/10, 3W/10, 4W/10, 5W/10, SW/11 k 7W/1', 6/5 L._ _—,_.e.._.--_ ANCHORS: WOOD E SCHEDULE ON ON SHEEMEM E S 8 & 9.._"-_.___-_._.-,,.-._.. 11 REGULAR STORM PANELS & & E FV� � ATIQN N.T.S. 287" (ASP#. DT3 M -1 WWID:E W"Llo !4. T MA%. GAP ? Not 44167 * . ,A. C"` ISIAL+ oTION DET;'A - FOR REGULAR _ FANNLLS CI & U I MR3FETE 61pCX -- DCI BLOpc ! CONr.NETE 12"r. MUIRED . AMCHA d REOVREED COMCRETE Aw"ORS RFQUM :,._.......W�.9� ON 1�-T� a SCMU4i ON i i...._ . 1,11u f9 1 r- I E- i I I ' � I ` I I ti i I •. ;il I I I',' I i d �_V -L I I \ 4'I�y \ ` ) ht. \ `t`t`;;ti',. i I `1 ,\ �� "'^ 'ti I i I I i I jj} I I 1 'N` maraaaN m I I a I w ro r- 4. � " t oN i s, �. I I ) r I I l __. ___... _,-__ L_-_-____. 1 _, .�. I-__-, _. _. 7.___ _. ._,-,,^1 ___ h___ !4 2 v T - / o r a T t 1 `f-2Dt t '#-Ton f 1 !4 Is 1 ) iss ITS v1" I �i ' ; l .__.__ 6 sa 9 a i Je-� - ! IwgLC Hut a[AE,F I # • �.MK a CAG1. i N#rs 18rt a FAIn1,. r 1 1 r rg� rrtnTm.P. OvalAr. .63 avert I I. � t - i x h A—� i , i I 5 Dr T Sox r i r-"BfASS. ) e OVds -4 }`�'�',,__j OF't- OF"^^•" I $ l "X r I # i I -a r`; i -�1 � , f� ;;, �` J I I l L f: i }] ( Mu i E i7, I I I � '! E 4RY / • Tx d 'r fi' 1 N� i �' I l I , , ( -- 12 ! I z L 124'a-2043/4' S.S. BOLT I i ! ,4 I Wj 7lB zJl3R" WWG NUT . I R t2 1 fi'' O.O. CONCRETE AA'L1IDR9 _ EA)ma ON E1E ANk.Ytt#+S SYAO9ERED ' L- 413MM 'tE ANCHORS ' 1 WmEEI 97 (SE SC47Eo1A4 ON ... SHEET 9) _ i+L' cONf 1E OR ,VPRW CONCRETE On OLOC CRV= DR NEDT1so AWIABED _ _.. SCALE. 3/8-t-: . SCAIE 3/&A1- YYw'I1+IEMM.,. NCPt'F FOR COM8K4TION tar 3;FCnON�I E.O. - EDGE OWEANCE (SEE XHEOULE ON TOP &BOTTOM MWtmNGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION... 1/4' Max. GAP CORD T6Tm NC 20 GAGE GALVANIZED STEEL STORM PANEL FP. ORM* W, .OBAL PROTECTION PRODUCTS, LLC. a7hM»A# 4#OO SW. n. 51333i4 0" LxNw 20-176 %� 1960F#9-TAIa: FA.G (W)FdW-.FKT ANGNOILS'. FOR CONCRETE SEE SCHEDULE ON SHEET a ____.._- MR WOOD SEE SM-00 3 ON BEET 12 2 97' r (CAM oww --1 SAERYE W"" 111 .8-a. 1a T11A2oYfAx 11 s L! 1 ) 1 I I i 1 t ` 1 1 I i 3 I 1. 98 it ' i i x I ( I "t °' 1 1 't y ,-1 I I 1 y I , 1 F,Vi d� , I , I i , IIj I Il i I l - � y I j1 I -i I a i , 1 , , I jj I :) ll 4 1 tit 1 t l I� i i I I 4 i I 1 i _ _._'L c e 9: mom +eVD 3" um , r1 - �: _Oda.: » M/k1.i �3` Mac oR sox �� 1- MiA OF x : ANCHORS: PEAT CONCRETE SEE SCHEDULE T)N SHEET 9 MI 1 ,,.-- -___.. F(NI WOOD SEE aEDTIGt44 OtN BNiL'i` 12 1 t STY1 Fi/ c EGL R �_ _ M PANEL [ k AT1ON R L- R EL _ sGA E 3 32 "t f # iJ4' ma. WI 2.Br �-_i (AIK AfJIIM -i MIME WILLE-4 �• •—__.__v-___�..� .. t/V .t 11 SECTIfQ�I A--sA'Om.1 CPA F 3 _+- Cll Cll .c t!1 N CO 0- (D O CU Q � O O = CV �� ­0 Cll 0- ^, W O CC5 U O .— = O 0 Q — C= L O Cll C� OO O =11 � LI_ "_ O — CD > . � " R Q� O " .� F ( n -0 ' .— M Cn Q Q V! Q Z Z W J cn -I-, L. (1) W (D J:__` -4--i +--a V / C/) 0_ 0- (D =3 M , V C_E 0 ■� 'a�/)� vJ L. W LLJ Q Z Z Q J a_ _ SHEET NO. SH 1.0. 4 +.sP♦ WALL AND FLOOR MOUNTING INSTALLATION FOR goE 4 MA%A IETE AFkI&W a SPU .Pal. _ %♦E E ANDIw LSF2 aaRDVLE } ia">»AE �_--.. .PANELS _. tat,/at TH �lra # � 1L ` 4w'!i ; 0WBI i/a', A(wywp--t`.-� At q•„tt4•ao'-r pAku%T-+NMEif � ' f it -+ 1 // Z• {y,� msE NR WALL '.'`i r .✓� i eta. r lift a'.. 1R; �la l• '- t�T V�'OIRDOI✓ TM• 111 •-y'= 7�pp( �� NJ #Bak may, _ReNi:_.....:N9N7O S ctsa a ! 4) NR wf.E=ia ps�w1 I P.R.,, -F80.: t. -4 a71I At N C AA/al0 1) FRUD DUCK �'� t31 Itay LOON aoLTs •' \1�„ L �. ' KgvroRO WAR 2R TA �: �;T � � ��rL,y�n3E;�tTI En=, SCALE 4;" � SCAk:,£'1 A"+�l •'�. W cgaaRwj MULLION SCWDLILE I& , WLUON SPAN (FL) * REQUIRED I&, - TUBE MULLION -• 1/W J 4'-B` TO '3'-21' 2` x 4*. 1/6' x 4•x 1 a' 3alfj Y A eplum 4 PULL 4 • SPANS + OFUR D. PRESSURE RAMS a-wC111 IN i° EN m 'S ku 3ID-T` AIDE fo BO PANEL �TNm TUBE TOP OT 4R D M (CpTE.PANA, RPDNWD WJ TUBE 1TP W BOTTOM) ■�■ r om15"11 rl:arsWN..sWna��:.aMSF7,r -�nr ,rnr•++..... raw MI r<1�I 1 .1.1 I INSTALLATION DETAILS FOR REGULAR INTO XiaJIN9 WOOD STRUCTURES PANELS(�_1C1� YP. RlwtF4 NaOa W amw PaweeP,s« 1 e( AN aaTx N r Pc. 1 R4a Yxa]aAP FMIEN'A9PI 1> aOpB IzfPO1, l , 3R�a� �. -. "*f aN.j IMl,gtl i a11ID NA,MPx F// i a i' AC a t � !1 1 / rN rA: W � IWt A4le P1 i�ry� wawa `.• ,aF:M'NeiPG"AaCO 1 JF "i Tjt" '• d fP r : • .. 'jr�' awPRc m V O- Ih fAwRlet igafl w/ -- AP4 ! a,w • N1/T aC { i y , •L Rr. aw I i nir , r. I a mom t ,a Wien. f tl� MTALLATIOI - ALMNATIYE 3W _ r � SClM£ i/4• r t' S,wiFil�G. I 'MOP:'. - r� PRA rP hBP, Ntalw _ i E INSTALLATION - AL A`i11, f MF 4 ,1 `i iF A1W TAN 4 ua P ! apwHP 4 } Y. elr fN6akn 1/4*_ CEILING AE 1 MA NOUNIING BALL # E40CR YfltINT}NG WALL MOUNTING JNUMAAMN *- ALTERNaTIVI` AW INUMILAil NS - ALTERNAM (SECT" AT TOP IS LIMITED 10 +5"-W.a MAX, SG4=EI 1/4' � 1' IMLST/1L�-iT'taN .. fl, - - A 2W - A,S.D. DESIGN PRESSURE RATING) SCALE-. I/4' - Ta WN EL II4• + I` rAr,/1P' s}r wm ROx 6 c.,t iacNas w.NwA, ueaam Mam 1. INSTALLATIONS ARE ONLY VAL)O FOR BUILDINGS WITH AS,D. DESIGN LLAIANNFMNy U A tit A�; . '. :•.,. w` rm'�c�nN awes FLWRR _W514 ilNfi 1N57d1RLAIL131L 5wm m LAW SCALE: 1/4° - #- UP TO 55,5 -72.4 ;;B:r: AND PANELS LENGTH UP TO 8--8 , LOADS , ,.. A% y. �. EN •'�, ��+ Ai` :'� . FLORIDA BUILDING CODE Hi h Ys)DG# ' Our no Z1TR,* T W T Z. FOR NEW WOOD FRAME COHH*, UC KTM. OGIt) AMBERS Q BE SOUTHERN TR £ yt _.-: , PINE NO. 2, W/ SPECIFIC DENSITY OF a.55 DR EQUAL 5.. IL• Not = C27107ft1E1}q MAC s,F. ZD GAM GALVANIZED STEEL STORM PANEL ORA" Be NO FOR C BDNA7ION 6F SPCTiONS- T OF y ECOINN:, GLOBAL PROTECTION OOUCTSF LLC. ,wE TOP & BOTTOM ;AOUNTINGS CAN BE TOM & B IN ANY WAY NO SUIT ANY s y©,c ••. ( R{ap,: •} • 4'U4jR/() IL ! Ax,• Gvae. FL 333N4 20-176 SCI,,AWAA'awMaA ft:3T1N PHCNL (054Jwa-i3a5, W. (a9a}aap-aSp7 ^-'"' m7 n r. eyM s+-�ml INSTALLATION. AL �d 'MIN L�lOA>E _ . BM4aNG tee er,APe. ,aP w. A eleearNA A« m,Y-r" - euc 1WLlER A F.0 SAW to A, 26 IA WALL Il61INTiIrIf3 iNSTALLATKSN WAIN , Ftnc�R lltQl,j�iTiNG IN:..AL�TION -` SECTION � S"ruk 3/8' m I" - SECTION 2 SCALE: 3/6' . I' LIiT~56FL`Ya`T RM PAL S,=M 1. LIE SAFETY STORM PANEL CAN K LOCATED AS AN 040 PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANEL '(ANY PANEL LOCATION IN BETWEEN END PANELS). LIFE SAFETY PANELS WAY OR MAY NOT BE INSTALLED AD4LCENF TO REGULAR PANELS (WI OR W/O REGULAR TRACKS.) 2. LIFE °AFETY PANEL CONSISTS OF D.On' CALYANaM STEEL STORM PANEL AS PER COMPDMEHi SLEET 2 OF DRAWIND, THIS PANEL ITSELF TO SE REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE. ,L LIFESAFETY P ASRE� 2TRACCKTOTO ENT (D 8: BOTTOM TRACK TO DRAWM..,E, CO AMLMW `.W OR FLOOR MOUNTED FOLLOWING SECTIONS 1 3 vAS 1 3 2� WELLAAB� 2a�(: a_ W.. LENGTH FOR COMPONENT �,?6 IS'. a M- ANCHOR SPACING FOR COMPONENT DANCNORAGE AT BOTTOM IS VAN ON SCHEDULES t k 2, SHEET 14, JVAY .# COMPONENT BE PERMANENT OR REMOVABLL .q S SEE DETAKS MR tHSTALLATION INTO MOOD FRAME BUILDINGS ON SHEET 15_ & SEE SHEET a FOR DETAIL APPLICABLE TO THE HIMMITY FOR THE INSTALLATION OF 'JAr'O SFACERS AT TRACKS INSTALLED ADJACENT AND MOO TO an3CCQ/WDDD BANDS. AHAN)+ T."' fi£a�A/rR PANELS w/ di---'-d"- SAFETY FANEI --J W/O REGULAR TRACKS (SEE NOTE I - BELOYI) IASr PAAEL ii t0 s R6rALtEQ AS FORIn SAFETY S'�M PpMEI. DPEKRA. STIMi AUxAYS 1jE PROADm w RFJR irAaOlE F TO fACWAIE INSTAIATII R WEAM TO BE RWALW' OR RHIWED FROM IASOE �^�'� O' STRUCTURE. tslmi4LGL68, SCALE 3/3r-I* - t/4-Mta WP ��llR 1.a 1. * iµ• We GAF 1 9E8 fNfl�E I )1 B AT EPNJEI�'4. SE Rum ,) SECTION S- S SCAT 3/32*-1' CODE MAXIMUM A.U.DESIGN PRESSURE RATING (a.z.f.) AND 9DRRESPONDING MAXIMUM PA�I�I LENGTH "L" SCHEDULE f— 11MIY ATIA, WRIFle f 4I`Q PKTY 31ftiS AR PIMP, CRY`NLIC 1 111W1 to — JMYTx: A. i 4, Pit pMA M" AAp. RC11lW P.cs• 1/w. L$KTH1 A —SING � Wm rave _ +BSA -72.0 r-s ON u2m 2 if4' UFO6LiED 1 TIMM a A 7 P35A -7'A.O 3T'-P" ro r-e Me% 2 3/4- UNBOLTED } Im 9 ✓f 7 An6:0. -72A PR•-N= iO. W- 2" M- 2 I)Ir • �� 6 +a3A, .-4&0 }4'-a' OR LESS 3 ,/r • ROLLED ffi ry¢}N IL 9 8 to . MA.iro WJ T/4'A�$ai' S$ Mz 6 "OW N MOW B OMMAW OF PXMEL NMM7 ONLY F'O! PANEL. nt & WDISTALIAWNS AS PER SECTIONS I OM 7. ON SHEETS 4 a 51 MAfaA:N AAC.. OMAN IMORIC ). R,nmNA4 eeC,A3R5 5{ FOR ED. = 3 ,/2` +• AM700 m $PERCH;) hPRASUIX '�'OF THR:m WVAJu PAµL LFJIOIH Y- (fL) TAP" a F/i'-i mx-m 1WULmi Fames Ri PANFIIMTE A%W _- Al CA -CAM To CIE TO o TO ciao E m J` W CONCRETE C TO C 7E ToR O r WA WA WA r WA D' S' WA WA r B" B• r a• r 1 (Darrow) B' WA WA WA r WA B' N/A Ir N/A. 2 (KCP) r NJA N/A WA Y K/A 3" N/A r WA 2 OMT0 ) +SSA -`72R W WA WA WA B" WA r N/A r WA 3 k 4 OW) 7'-r OR LESS on Wo% 4` 5' N/A N/A k' or Y. r r W 5 (BaTtaM) r NfA WR WA 6' N/A B' NA a• NfA 7 mp). r B' WA WA B r B' a' r ;" 4 Se 1 (BOtml,4 . MAR WA lx s{Z` D tf4` D 1/4` 6 1/4' 6 TIE' S ff4• 5 (N�/BO110w)... SEE DGM ,o ! 11 FOR NiJ' IORi TTPE t SP1C#N F'OR "S(AMAIONS OOO YI000 FFMAK BUROND. MNMW ANCHOR SPAC MS AND MNwAI A TaSTANDO ALE P4MA7W ON THR S15LL0ltE FOR E.D. LESS TLW BmMAtTp ON 5tlHEDMF ANCN6R WALNO BY MIA.bPLTNO WAIWNO *40 OH SOADIXtE In THE FOLUAR m.FACTM FOR TNS MRR4AN m SE P ROlvem SPACING 011"Am A Umm; FACTOR SlA L NOT BE UM TWN PNWUM BPAplAT INIWATi FOR z" AACOR TYPE AT ANOM" 1L4F A Now INK i/4`a.,. IJ4% 1/4'.. 1/41 1/4Y 1/f'L TAPLBI C nlP-r� ALIAS _ GYIP•N f16A-gK W A m RAAC Ia (W 3 3 3 3 2 ,/2 3 A•wWlasT♦an ce,raER pn.T 11.aeval K4vFb bt 6s1 3.% 3 NfA 3 1/3 ♦ 3 t/I 1WLK m I mm mwmm fRSWR , ,/3' 3f y ryP iAn Yl1D .m J ,. i,ao i4p T.Op 1/4•to Wa-LDF1D W/ INSTA dL. ATION 12ETAIILS- FOR REGULAR PANEL$CD do 1�1 1/t+-�Ra" a T/roc. S TO PAAEi, LEn. U 13• ro r-b• AMFt b 1{r Rfi.. 4' ." 1TW UP eDR F UK wo INI,Q XI Tll+2 WOOD STRUCTURES AME F I .. PAA11/2'7E EEMiLE 10 DR FJA+' , IN P 12 T/2" 0. C WON } E/0" Mks, TFRFAOD) y .!` PEAETRARTNI m TENET LILT A46 98Jl6"lilS 11P ✓' _ kk 1 TAD' RR w a PWlTNM7Cfi 4 1 I i 4 - __ _ ' M ROOD IKMDC { f:. e,L t t:y ELT ' I Wt- p oR 1 t d k 11 } 4 I 1 i t 1 I f lip , , I aEattaO 1 1 W AE TI: A 2W j SCALE aI8=t• SCJNE 3/�t' I SEE 5CF1EOLtRE ON SINEt B I SEE SCHO)ULE ON i_ FOR a, I 1 1 EO- s 4 k cR EO ED (�.. it i if4` LO. x 5/r I" aMS 6t6HPw 1L4 P Tad' SS va • # 1f4" RC y L61L'"�eAs• Ls2' •• f011 PAK3. LAONIS UP To S`-6' ANO R , 1 1 i�l • itPal • r 0.4. Oe4t - - OR (Y74-/O FIA&11P3£ fFIW.E O OR { O i 1 i'--^'-f/i!R`LALNIR 2'M PtAE r FANELMAK Puts O 12 ,J2' ' C. wvm T ' O&%. •IMF ALTE�KATIVE AW a }`j AA THRUM PElE1RRRg4 ,U ! TON OF WOW wODD PLATE Poll .{ ! 2'4a' PLATE i I 0 0.4m OE RATE. LASS%.=?= SCM:E SfB•"1' SCALE 3I8-1' ALI. Low" UP m r-r Iiac : F I{ ALTERNATIVE - I2fI�1 NOTE : ,NUTTER FOR C1:4t1GY SCALE 3/6-1- SCALE 3/6%1- "1"I"mlh RDikSa AA�`�ALLR �aa -AR N V FOR ( '.�, A. D :.OS 1 INSTALLATIONS E O LY Auo BUILDINGS IL51`N S.(5; DES" LOADS fi SLL ., U(� TO +55.6, -32.0 RSF AND pANa'S L$RE^aT'H SNP Ta 8'-8` O :3'`'y ''� FLORIDA 66#(LA#N6 CODE N# h Va#acRy NMtrlanrRB Zone) - 2. FOR NEW W006 FRAME C(DM1FTRUCTWM. WOOD 1J#8€RS TO B6 SOUTHERN x 4. .�$. _ aaEmanT200. E+t: ,TEE 20 GAGE GALV L STORM PANEL FP PINE NO, 2. W/ SPWnC DENSITY OF 0.55 OR EQUAd.. .. :'* x AIi DAWN RR: NlA I FOR DP SECT bMS. N{t]'F' L'(RrIIL..INiN z siK? ST OF _ �F'}''•, ��A Z.14[I�. C $ ENC. GLOBAL PROTECTNN�N PRO LLC. OIiTS, m/Wfmaa W1E: ft R1ti� ! AVANT 4W45MLBT STI6�T »A R" 93,a TOP 6c BOTTOM MOUNTINGS CAN BE 'CF • "� p4 •� !� � aa,r PHOE (RSaSwF-TB.a. FAa6 {B>.Ta¢ar-agar zD-176 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. �.� MM N MIN lEINA .E iFAI%SIW4,tUE/IAFc N.%...0mj AVl-}aro. 4a , twR aTf-eul CA-a{gBFt4 wALEER.A Taw Ne., P.E Ant eae�,rA aeo ar. m DI4aAN6 NPs pg(T ,1 or as mum b TO s) L.� tIB.L \ P rIa1L � PL (ail • a IR .. __ > :'GSA OEM RAiPROSSIM AM f: TAPLWI OF TM-OKCR WX-W PNatior Aua is 10 FwlTMME FLOS To � � Tqk �IIW F� FEIbYlI 1" (k) m ovalE um ,� !XN BETE m To mTO CAICAM 6` N/A N/A N/A 6' N/A 6' N/A 6" N/A I # 2 (TOP) 55,0, -72-0 R- 7- 1` 9' B" 9' 9' 9' 8' B. I (BOTTOM) 5-0` CAR LESS 6" NIA N/A N/A 6° NIA B• WA b` N/A 16r 2 (TLW) +5 .0 -72.0. 5 9' 5" r 8" �' ? 1 /2 p" gip' S" 9` } (QOT'€CM] S' -.O^ TO r-r . +56.0 -'T2.D 6* WA NIA N/A er NIA 6' NiA. G" NIA 1 d4 2 (TOP) P'-6" TQB'--6` B" 4" D' : r 9'.: 6` 6• 5, r 6' 1 (BOTj'OM) NASA PRESSURE P " I ISWB 6 5/a` IR F1r 1oP L I'mm a r R2%. Two LOP' or NANO APP 6ECTI� O m OF THEM fAYOWGjM LirAGTH `L�: +49.2 -61.5 3" y` - 4 t 2' 4 1/2' 2 (BOTTOM) 7•-e OR LESS 4S2,8 -66.0 3- 3` 4" 4` 2 (BOTTOM) 7--$ OR L S 455.0 -72A 2 1/2• j 2 1/2' e ; 3 1/2' 2 (BOTTOM) r-r OR LESS +55,8 -720 ? 1/2" 2 if2• N/A - N/A 2 (BOTTOM) r-6' TO S"-D" -72:tl N/A N/A a` i r 2 (tIQTTOM) r-r TO _r-0" /""-,. 7'.'--1 r"^w ALTERNATE r"=4 r^.`d F , A , J` R .. l llx R Re X" "it ammo. AA. PAe4;'t. }am" t 1JNarts 'j IwaHANI 9EPARawN ro A.An PANM aloaal .BSA, -72A M-Y 2 3/4 Aanpi� SEE SHEET 16 FOR MICHWO M R FOR INSTALLATIONS RITO WOOD FRAME SUADOAL VDAURN ANCHOR' WACIRPR AWN MJN.IUA ON DISTAVCE ARE 0XICATm ON nib SIOiEDLAE. Rp EA. LM IHAN M CAM DH SCH SWIM ANCHOR SPACING H, 1MA.TWI.NHG Sfa1CR9D SFIOWR ON SCHEDULE 6Y TIE TOLiOWND FACTORS• MR INS OPERAMN 70 % POSSNLC NOR,= S 4zm An,WED LFu@IO i•ACIUR SHAH. NOT BE LESS THAN IW"W DPACaRi MACATEO IN FACM NKCFMIB TINE AT A�04M IWIDID #11LRIG1 TIK 1 4' � A t 4 .f 1 4 �1 r iJ N TJ4� UPON xY i+W=1YRP .. r GNkwN IP•. Now" twoom 3 3 s a I Ila aEpwwIANGH ,... a S 3 3 3 W-W4 N,eea {kd 3 3 S. 1/2 3IA AWK SOr fm now (V/1Hj ONLY FOR PANELSMN �A INSTALtAlI0N5 AS PER SECTIONS I THIRU 10, ON SHEETS 4, 6 3 b) Mk,6" KAXIN W AWCI0M SPACING FOR ED. - 3 llr - - ASA O tw= CF TAP -DIN CRUX-N PPRIWTE FFMN.6 ID PANEUME PLUS sow SET °� T s ocw 1 ii MAXVUM PANEL PNEYYURE i+) TO YANNORETE 1D 0OACDETE BUWX m CONCRETE 10 MICRETE BLOCK TO C AE TO CONCRETE Black ro CONCRETE TO CoAmm9E 9t.CCK TO C4IAAIRT'E m CONCRETE BLOC( To CONCRETE TQ CONCRET BLOCK ANY MTmN of THEM team -V (ft,) B' N/A N/A N/A 6' N/A 6" N/A BC" N/A N/A N/A I (TOP) 6' 4- N/A NIA b` 8' 6" B` # 9• MIA NIA } (BOTTOM) 6" N/A N/A N/A a N/A 6" NIA 8` N/A N/A N/A 2 (TOP) 6" #(/A N/A N/A 6- N/A L' N/A 8* N/A N/A N/A 2 (BOTTETM) -mi:a. -72.0 6" NIA N/A N/A B N/A 6' N/A 6" N/A NIA 'N/A 3 6t 4 (TOP) OR LOS 6" 4" R/A N/A r 6' 6" 5` S" W NIA N/A 3 (BOTTOM) S' N/A N/A NIA S. N/A r NIA 91 ..NIA H/A N/A 7 (EDP) 6' 4` NIA WA 6` 6- 6' 6. S' 61 N/A N/A 4 A: 7 (1#jTTOM). N/A WA 12 1/2- 5 T/4" 12 1/2- 6 1/4- 6 1/4- 6 1/4` S II4- 6 1/4- M/A N/A 5 (TOP/80110M) 50.0,-33.3.. NfA N/A 12 1/2- 5 t/e 12 1/2" 6 1/4' 6 1/4" 6 1/4- 6 1/4, b Ile N/A NIA 6 (W/871761I) '-8' TO 11--2- W.0, -72.0 N/A N/A 6 1/4" M/A 6 Ile N/A 5 T/4' 6 1/0 6 Ile E Ile NIA N/A 5 (TO/SOTMU) '-r TO 1V-2- NIA N/A N/A N/A N/A N/A NIA N/A a Ile 6 T/4' 6 Ile 6 I/e 8. 9, 1n (Lop) -48.0 - ri 4' N/A N/A N/A N/A N/A NIA 6' 6• 6 1/4' 6 1/4' 6 (BOTTOM) 12 0R LL59 OR I= Fx' 4" N/A - NIA NIA N/A NiA NIA .6" b' 6 1/4' 6 1/4'F-tI.Oflol -4 N/A NIA N/A N/A W/A N/A II/A N/A S i/e 6 Ile 6 Ile 6 1/4" ..SEE S1ffET5 to, 11.. AND 12 NSA ANCHOOS TYPE 3 SPAC040 FOR MSEKLAIRM INTO WCCO PRIME OUROW NWNNW Af HDR- AND 1FP#IM}UN Ei.MiE WTAN� ARE *MAIM ON 7Nra SCHEDULE, FOR EA U SS THAN 001CATED ON, BOHM" IEDUUC>E ANCHOL WACNG B1' MUL71PLnNo `SPAM SRONN ON SCHEDULE BY THE MXLOR42 FAL'1!'A.4, FOR, TAM OPUTATRIN 70 Be Pommy- mucto SPACIND OWARiA usm 'ACTOR 5WLt Nor BE LL" THAN MRaMtW SPACING. RIMMED FOR EACH ANCHOR TYPE AT MFr>m lESm ANCiYE TYRO 1/4'a }I4•. I/41 TRAM M V.-GRIPFDV C ONK-M BIXtp-#CT Aft mcm0R .rA.j 3 3 3 3 2 ,/t - 3- �'—PwtUp OamtYf.Qu;j 3 3 3 3 9 31/2 RA.AMR1 Fas.ae SRtlf a 3 3. ,/2 3 1/2 4 3 ,/2 IaSU,EC( fAiT?R 2 '3- lAP i.OT IAO AS jNSTALLATiON D t S. FOR REGULAR PANELSt� do rJAA INTO EXISTINQ WOOD STRUCTURES (� Tx-1 ••,. t - TE b PAHEiwATE PLUS 4- 4 Q PI,OS 10 PAN1AP17E PLUS .• , ; / 7 ., .✓` x 7. C 1 f 614 7. iF 1 Q / JD ° f J / .. �.. r Ttt1M #r#REMEn Nm ED PENETRA Tti1 I ""'., P6NETRATD f PFNETRAitOX TO WOW spy 'NOD . ., ElO6#INNS F,7DS11NC WOW HEADER NEAOER REOUIREl3.. EjR6RNC WOOD HEADER / .1 Yr, • z e `•,k •r' � t ,aw i i Y k t i� - , T A p,, f ,,.., .,_11D,O NST ♦ i f I y . Sno ! EVOR BTta P EYDrr BRAD tANiKr <: :, r5 . I .t l4 1 I I W1xsc, al / '7' WOW HEADER w000 HEWER i FtEOLHRE4 REDUIRE � ' I .: • I I. SIT SC437aE of ; Sm S:HmW ON I SH M A ; SIM D j I NOR ,G% SEPARATION FTSK m lR SWARAIWAN ro suss. m aAss • Mma PANEL Milani M.- PANEL LENGTH : __ _. .__. .:�- �._ __ Mox. PANEL CENGTII (SEE NOTE i) ,/aY-2Oxf' $S. (SLY NOTE 1) 774VO/ I 3,3,- i (SEE NOTE 1) Ng lld rfeti / f+'s � w/ 7/6-! s I. —1 s'2aFm`DERVP } EvwrEv aln"RAPAEVER3EpLYF- I t{ s 9ds or " I OF i." 1 OF R ( MNK f i i [ i i sF 2M} - Z, WtB x1R 4R T R 3/SO" , EM ' - r w lLt7N Sr1IP • EO, - /'r ; A }2, t/2• R.C. EEL ``• 12 ?f.T"_-aS.. .:(._,_1 3 a't VC SCAM & D.C. W/, 1/2- �F 2'x4' WOOD PLATE • LJ - t'' {; 2'x4' M060 PLA_jE `' i LN4. THREADED 2k4" WOSD_, ? '-. .I 14-10 PANELMATE PLUS NE®uME7) { REOUIREp I'r ARIONA PENETRATION Al REQUIRED '� 33 6 7/a' 1 MTN O' PLATE ( OF PLATE N I # 1 4S LAG SOWAS C , V "_ QCW,W/ 'I {_USOERED I a,1PEttkr:RATON �.,-=-�-Tke AT MONWTH OF PLATE ALJ SCALE 3fe%t -.. _ sa+tt a{6.1 SCALE a1B-1- 1, jNSTALLAmoNS FOR Ai-Tf1TNATNfrS BW, 9W 8E TOW ONLY VALID FOR LItI0104MR, BUILDINGS 'WITH A 5.0. OE510N UP' TO +41% -48.0 p,R.(. AND I!L_ .OAijS PANEL'S LENGTH UP TO 12'-e ..... ���a4��p ¢;r4R• D MEMBERS TO B N '"`"•, l'$> ,.. 2. FQR HEW WOOD FRAME DONS#RUCTjON: WOOD L SCUTHfR ,L3,S',F 'i.. FLOL't1DA 'CODE 'ZaIrP PINE NO, 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL. , BUILDING (High Yelsc[R Hu,Tlsws3nB ma .. ,aaraTr3ELro. E .... pp F - V 1 a i0 �RtiE L4kLYANIZED STEEL STORM PANE:#. }}R B7 ND'1F ,O9SG}7M+itu9i t>p SPr.TtctNa1 z N „A, im TOP De BOTTOM W�)ENTKNG6 CAN BE $ * • ;`- ON TROTEPRODU LLGCOMBINED IN ANY WAY TO SUIT ANYS�..�_,.�ci ;. L P cT1, �, ,. l�lr LK a m w=UN51' fl., - ALLA ON -. O•. Z lEL�RtUT�Na4SP%t.a%xM=wweP,GAo, 2DIAMI AA r... � LAWN m-,m . A. ,pan xr+-.R+aa (L'4}aa-7343. fAY (a6ilaaO-FM9T BMlMM. mr � a �� Aa MM SNiLM 2. lE GA-00a6)19. !%r •� WILIER PE ... wL a - - A N» T T 1/+� uD acREM� P r w/ INTO EXiS_ TIN,G_ W002 STRUCTURES •-a, I Il2 IA% T1PIFIDED PDERA11/ � m YJa31WG 1FOOD ,♦ijDER ^�'' iR JN �__ 2. I ED — wWAlot- - LNG LAN! EVERY SOJD W t2 1 '. :. N}EADER (((((( p ALTERNAME 1 ,A TERN 4111E , 2 3 i/8' ih. :}/LINT" YACIENE ^}'}- 1( a" A TO CIA$& ED li + � _ -- l ED :I- 0R I t S i E•v(j( ro ED 1 i"77 EO(r L t _ 1 j , ir" � �11 "A. ! jL i�tyy REOUR4A 1- RE0UP20 i. _.—J s +�. ALTERNATIVE '� ALTERNATIVE 4 YN4 t It,AA� s�aps O r PO. W/ 1 #A, 11 P041TROXIM OR WOOD ERAK 99NOWNS # ANCH 1� L �+S? TES ff n 9MBN9IyE IMWA IE SIT t r 4A T a6mkD IkTRTNpTR. It E dSi M WIND WALL MOUNj,T�jL�x�C PLATE N.VAU ATION Tm . SHUTTER TRAM NOT SNOAN not CLAAfY p ETI�t IT�I� �aO �T•3C�; • �GENtS iF . I. _ T z FLARIDA BUILDING CODE Nth Ya#oG "uKIto" Zorm) _ k7floS * : . ILI=, W- ZG C,IIGE GALVANIZED STEEL, STORM PANEL EF VMS ft T, 1NSTAlATIM ALE. ON.Y VAID FOR DIAL!*GS WITH A.S.O. OEM LOA06 UP To 4685, -72A Pal Nip FaNEL's LE7i9TH w TD B'-D-, � '4C1= "- %gam Ft ETD ..., -i45'••• •_.;• �A /L� /� ' � i. #r V TUC, GLOBAL PROTECTION PRODUCTS, LLC. RI/yA({ '. 6,T�. .. 2. FOR NON w00D FRMAE CORTRUCIDTM WOOS MELBWS TO BE S"KRN T+I>E Ns. $ W/ SPERWIC DETP;m' OF O.SS OR IEOWL. ••K6.,• `G. f ANMAFaP/NII "m s.w, at STRW 20-176 I5 N4a raw S•ri SBA YiweM aeRlAei.R,Tf map Fe. Kpw Al-1Asl "Waa (f1N)WP-1343, M 1i05030-DART P.0 11YP€f1MT`.... WWII MW'.7DTCA-TUD.#.'FE: Aw.r Aw OAMM9 A. - R= IO of AS . -a—A W U CL o c ca-a� O cu cn C 0 O O UL p > U) � U) ", 4—A Co a- 0 � �C• eee� O Q U 0 O W `V W Q z z Q J a SHEET NO. SH 1.1 ISM SOM0 6 ON SHEETS 17, 18. 14 1A 28)-- - . AVT7, 44/17. 54/14 3107 40/17, W/10, mw/14, rAw/,n At II. -y4W/,4 s aeW/aa y- a o,0 0 0� J- MAX 1' UK ­71-1 T TT i -r-1- _ - IT L -AT 80n0Y LQIrIEM 3Arkr, #A/1r. "Al Nfi 4 M*T k NOF Arsx 3 Mn L 6Ata S it• sAWf41F, 7AWf14 • SAW/20 ;+9,iiuoFls Bi}7t ir/1r, 18, RAW/it,'%TWAI a sw/w 3• j• 6DN ••+-'---_..--------ANCHORS (SEE SECTIONS ON SHEETS 17. to, 74 $ 20)----------�----------J' OPTION #2 FOR UE1 S RTOM PANFL�ON VATI ` SCALE 3/te•.r 1/+• Y.,4. eY+ SECTION A -A SCALE 3/18•.-1` MAXIMUM A.S,D. Max, PANEL LENGTH DESIGN PRESSURE L (fL) S MINIMUM SEPARATION PCONDITION PANE L RATING (P.s.f,) (SEE SECTIONS) TO GLASS +$5,U. -72.0 $'-g" 2 3/4` UNliOLTEO #BAIL P ANEL LENGTH {SEE SCHEDULE; 1NSTAU910N DETAILS FQR QPIIQN 2 FOR LIPS SAFETY STORM PANEL SYS M j( INTO ,EMUNG WOOD STRUCTURES -171111-77 I wDoa IN{A1DLR D �R'ES%eIRLR '•� HEADER whoa 1+EADtT1 1 11EA(TER AE 1711tPNII} - E 'FA ✓' ^" I Q°4YAEo t i .-_...._1r4'°A TAFCQI4O,C: ' _,1/k'W TMCDN 1 B' O..a, r ,'_ ,:: ,1,,{4 A FAF$#1' R B' O.C. ,. , ,.. 1 4"w TAPCON 0 B" D.C. 1 i ILN. TEB2EAaED. _ ''., 71 i 1fY. Mp1. 1HFPEAaED f v, f • _._ W Elk AT F // /2 \ p. 1•/ TEAL. THfENWp na1 WOgi aENE€lk Ow IDN AT WOOD PE'THiW1TI6R r `__ - A7 wQWI HEADER i- F1Ea1pER }` f _ FIEARJi HEADER , t i ) tJ2• ifi' +% tr3. i i• '�1 1/2' -i f 1 1/2' r' t 4 1 1 I I , I r 1 f 1 I I 1 1 r I 1 EXISTING TI4t+ I J j I ElnStwG fir. SO -RAM { v Las. CLASS GLASS TP r4s� �,. L ' r PAMM We ANEO Ley 'L• MLA. ' PAFFEL 11:7+an# T t , 1• Ymc. VA. f (SEE NOTE T PANE{. Lb"NG?i1 is NotE. 1 DILDw) �1P4"A'" MISTING _ _ iRn P/gFJ. lF.N4'PH D€Ai4 RQ Snlea`AE I ) i/t`s-zA _. 'Vs - J• iSEE NDIE i. lI.triw)OMM j ('�.:T _ __ __5'� _ (SEE NOTE I BEI-DINT , I , 1/4'.--20. -i k W3Y. S,S. �. 3/ � I r 3 MkM"r UT 1 N t WEND , f ' t__-.__ ..-+ S I it{4•s TAPCON I ).,..; ,...._:� �, NUN. THREAOLTI t`r I .YI nOF ABATE OWiT. B I I f I _ i I r . ((.. � 1 4'"7N.w- _. t CONT. tXiNT. 1 4'A-2D S / iS.S, MS. w i ! a .k + I � f a e;; NG NUT 1 32 MIT x iJJT 3/32 " YAIAO b x 3 NO �: lz/B /s2 � ] ft T., 7 AxJ: ` N J�l 'i r. t �1I 11271 i l.� 4 I AEMfA 4° O,C t /2 rr f WAGNERr� {{ NUT 't AEY'DND PffR t.. f O& ( ) ' 1 1W# e 2 \ /2' I wAstuvt (BEYOND) . � ' i li I r �i t. { 4`IF e f aM OD, tAPc li 'y - , � j 1j4•I TAPCON 6:6• D.C. � ' 1, t 4'♦ TAPCgr# I I l I y' „ .I �{STA Wf 81UD ....� wr ` I i €E ON A 7F4iFAOED _ •; ).r wjji T//2- API. TIIREADEa I-•:. 7 `'j W!i 1/2• TAN. nFi1DEa y 1 i) 1 i ouTPON AT AUpWIDM 1 1 T t 'j i I �- - P£'HE'TPATNN AT YKMADn1 - 4ta PD$TRATANI AT IM6GIORL 7 ( ' W00o PLATE 2'St` WDOG PLATE PLATEt# � >1 .. W%tE0 �-Jd;jwoa WooD Putt - -PLATE PATE I"wfi tNSTALLA7iON WALL KMG SNSTALaTiON iALIE6 W I�AYC + REGULAR PANEL SEALE JP6 �TrAL LIFE WS"% 21011- scat Jj8 1 SCALE 3/6"rt` SCALE 3/8'•t" 4411N1HfNgy 1. INSTALLATO ARE ONLY ,DUD FOR BULDIAM WON A.SIG. DESIGN LOADS FLORIDA BUILDING CODE R h Yet Nu cane Zane 1P TD +553, -MO PSF AND PANEL'S UENWH UP TO W-6'- _ j, I} _ ' ' 2{I GAGE GALVANIZED P Fp' : * « STEEL STORM ANEL DWAw 2 FOR NEW WOOD FRAME CONSTA191101E WOOD LEMtEFS TO LIE SOUTHERN ZT PANE NO, 2. W/ SPECIFIC DIDOTT OF OM OR EOUNA- ;#4' aTite/: S� GLOBAL PROTECTION PRODUCTS, I.I.C.DAM "• �IL ECOisitc. o FL k MAW sw, 51101"It 1, 33314 ,.•' •G�4/{ . •• •+' T KRxYA w.M xxL �NID41(JoR.1xtb "Oea-OA IONW-7w6, Tot tw -M7 20-176 iw , amO m-na . N„ q Asntia �`x' ra.a X/#ALTO Dn f pw $ cU P�4FA:V&4rK+tllA€y'dttE wwLxFA. R0e7kfpEA. PA.. a9 Arw 70 or .: i 'iy_ i" i_ Err rrr 5.,\ i[ -• (TOTAL W01 (EFFECTIVE - 1 F dLLSIM HEEDGWEM,•-Y AAV4ZED S7Efl. E r TYP \ - ASM A 153GEGRADE 10 Yw1WDETAILt_MT4E-` A 48Jr ) OR_ M PANEL PANEL'S-OV UP �^ `6,250• .125, HEM 1 iSOM������iL A 2.DWr' ROUNDED CORNER a ENDS OF PAREL'S END LIP W/ H€MMED EDGE 2OWO•- 3F, Fes-. 125' 4 j � I {-- -750`- 3" 12ox. (1) 3%3"UltjMAN, A,NIM Q STOP BAR III LONG I6063-'TS Aturn. ALLOY .815' 3>75D° k I 6061-TB AW t. ALL,DY �2.470- Q REVERSED "IP' TRAGIC , 2s• $ 2'"xS`Nax."I. I t 11. N .1 C _ .__1,/4` 7APCM ANCHORS e F" O.C. POURED Cot RRETTEE 1 BL= REOUI RE'O i V° eEm t q I ) } r d0 » DNS i s INSTALLATION gEr LS FOR OPTION #2 FOR WEE SAEEIY STORM PANEL SYSTEM INTO EXISTING POURED C0 CREIE OR _COWC-RUE BLOCK MUCTUR£S I TAFACON ANCHORS jj�• TAPCON ANCHORS w1 n QG, 11 r 4,C, " )UREA CONCRETE_ '` PARED CONCRETE 1 .� CONCREM POURED CONCRETEOR CONCRETE a. mulro A QLWX H EO , F-E� BL�CCN REQUIRED a, : 1� .* 0 s tto r r , , C i qiN 73J$ A A 3/32" wwo Ntif '� � • w'ASNER Q 12 I/r O.C, 1 it- TAPCON ANCHORS 4STACCEREO W/ SIU0) REOUIRED RAU NOLNTING MLSTAI! ATION 0 HIMMEL SCAik SEE' N><T /0 e 20 ADIR AND1N71OIZI i ! ATN%tWltTwtL. tf44.. TAPLON SPACING FDR INS7N+AR%'4R W}D W000 A,1d`40M ww" Ioo A' YRtlIRAIRA VAa03CS MO YAAAwUM LACE DISTANCE ARE 91DMIM ON THIS 'dT3PIf . nx'ni4 DPJ 3 sum" FOR EA 12M THAN O WCATm w SlMMU RMUM 040M 'SPAGwA MY NMYWLYOND SPACM Row ON SMU E RA WN4 i✓mw IP AIa# �>1 ] ART` EA --1 PADR* V THE FOLLOWING FYr0F9R5: FOR INS GPM" TO BE PEE, lboy FD i vv -_. BE LEES 08wtM;P ISM iACelo"DMa NOT FEE LESS m m TO ON Tw IODATED FOR EACH AFKJaR TOM ON R. TF08 SGNEDDIE ',.rF x 3/32" WING L UT W,;,L (;EYING) 1" TAPCON AHGRORS 4 1f2' D:C- AOCEReD w/ sTL6T) 1 t , I i E%kSR r EXJ C1A95 A i � I I I[ 1 i ]J_sx' is€6 I f j '7/2• - ! i//4 M2�3{4'SS. N:S,. w/ ,/r r^ �'7/8•sx3/J2 WIKS TH)T WASHER O 12 Ile D.c. tJ# TAPOON ANCHORS 4 1/2' D.C. TAPCON ANCFCRS Ole. 1 GDHT I I A o 4 1/2- O.C, `OR REQUIRED REQUIRED E' WALL MOUNTINGY�O tl� INSTALLATION WALL A L MN 0 RE6IflW PANEL 6 sAicFTv a NEE CODE M,S, w/ NUT WASHER 1N5 A! LATiON DETAILS FAIR OPTION #2; FOR LIFE SAFETY STORM PANEL SYSTEM EXISTING STRUMMS s INTO MOD , 4"-- 1 t •. ��) f ,,, "'""•'Vi/T S • 'I t. y 1 T T $ MIN,.. THREADED Pi'NETRAYtOIa.AT AM r f.. 'MIN. 7HREAOEO :. i AT WOOD HEADER tt r HEADER - , Max._ # 1 •\ *OOO HEADER i �,,, ik RE0U4TD0 L5� J• i 3 I I � i WOOD R REWAFIEO I I I�n A i 1 I I 11cn. 10,0091De+ am i I ( E .SI ON u Q w-1qN T4 q! LASS I 1' Nrn. ' I PANEL LENGTH 'I€.-��. I PANEL MLFNGn# EXt5TR1G N SOT 147 (SEE NOTE I SMNJ t/4'4-2oxT• (SEE NOTE T BELDAM.') d 1 g ' _ I I _ f 1 T l f EO. 11 € I 4 l-a I 2rx4' wQDO * 1 i! :" `L,7/8.1E s 3/3r W NUT 2'kf" Vi00D t:7/8 0. x 3/32° YSNG NUT MANNED ",?IAtt. _ t j ( fl Il'ASHER 4 B tj4' O.C.w •� ,i .. 'MASHER a (BEYOND) +14-10 PANELMATE PA._. `.-•±:--�i--�1 I� t ..• f1i-10 PM�.MAITE 1 '',�;: j • .". C 5 1/4. 0.C, w/1 7/6 ; I O b t/4• D.C. w/1 7 8 -: i 3 71 MAN. IDWIDTH O F'ENEFRATION _ 1 f � # IAIOWIDTH NW FEAFE € , AT MIOWIJTFi OF PLATE yi WALL MOUNIMIG MMON WALL MOU"N9 -WE ON 1MAINTNN/y,W SCALE 3/8"w.i'°.. h'4' ,EN,Q '.•'p y SCALE 4/$'A5T" FLORIDA BI)IED)NO CODE NI h Velocity Nu 4+1157 ', s Aso mT¢a, 20 GAGE GALVANIZED MEL STOW PANEL Cone tam FP' 1. ANSTALLAIIQNS ARE ONLY VALID FTR BUILDINGS WITH ASD. DESIGN LOADS = : Tk _ L * '. t1MNN NA UP TO +55.5. -12.0 PSF MO PANELS LENGTH UP TO 8'+8`, ATE07_ i E /1! #�7/29/2= ^ q•P'-. ,-- r. >ci #r Q i NC. PR$TECTKNi PRDDUCTiA I.I.C.. pya 2. FOR WV WOOD FRAME CONSTRUCTKIM WflOO MEMBERS TO BE SOUOIERN TINE ND. 2, W/ SPECIM DENSITY # 0.55 OR CDUAI_ AM ��• C'1 Q�l(;SS .• t NY pW><. FT. 11As 1T -... ..... mP -MP lltu P4gNE (05A)BBp-78M, F4%* (A9*lgL4-PJA7 ��4;q i •••;.••i teq' , w"p*4 � , OtAI 2G-178 /l7tyFF FM6L1N�,•-.••- CA_000BPf8 •, a.la a wr AWL A TILPf.tr, P #7" - `. WM Mo'. wRET 11fi tw ffi. Y/24 10 (em Nam 2 MAQ 4 24 T'% 24 NOTE 2 Mow) 27244" 24 4 Wr w/o ®• i6EE0- NOTE ! �t4xi• sMs 3` iMx. 44Awi F7'Cet fR WtCRTC ANIYgTS: lEE O t+-;7 1� �_ SCHI CONCRETE ANCHORS _ 3' F:�x, � , SCeeDIN,E C41 St6L7 2e: F8R Y:000 SCNLYf J' i (wEi 4L SHOT ii. I SEE SFDi10M5 ON S}IEET 26 IAar. ITT 2 ) , i• 1Gi. 1� GOi E7ffi M T31 it x � - iTJq LYE ) LsNhWWE PW#4i RZ Ow0v"7 P/f�t IWtER10R PAMa,) ( i1NtERCk P•TIffL) (1NTDiCR fENE O OANIn•1 i € A= `� ( 2 4 VELOW J. I ! I ! (E1 MI N BDpW 4i #E N01E 2. 4 BELOWT j jj �'N'E 2, i 8E1174' TtA ) PNELS W OfjLTF:F. PANELS Wi 4a1 V14 q�% �{ryp.) - i ISM NOTE 4 BFIDIY ,. Nd3E 5 3' MAY .--_i---1 ,5 RE wD 1/2' i/YI AT END PANfl3tnaR 1' "`T-•-- 1 t-LE SEli41QX5 Dk sll@T S* - w'DRw � ✓OR 3 f}'Fl • k:i i1 T r / L45T PANEL 1(� t0 6E At^�TALKEO AT EiGii * LAST 7, BE VLSI/ tT EAGit QPAipA. >nW.t ALYKY" 8E OP5YN4 SwL1 AU. I<IS PRDUMEi wj}. SOARES Mo 71ENN TO FAOIRATE KN5T7Nd1Dtpf#SERITFREIRIFD BE NIEPALJFD FROAL ,- TO BE 4NSTALtEO PROM - - 1N DT' STRUCTURE R . wCAdle J%b2' . t" INSCE DF STRVKT4IRE: _ _ -tICME 3/3IM"lr ,a k'• C^i/b` 1M4 0•P -1 1/4• Aim . OW 1/4" Al" Aw V4- N4+u FaAP--(:•... aR 3 w/+aa-s-0 - A-A SECT 0 B-B A TCN lux g � I' 3T" }r32• - 1• {1), n1T•wLTEDN iAYHFR LOGO; E - 2 HNNG STORM PANEL SYSTEM CONSI44It1NG PANEL -: ,�nt TTi "S AT TOP do PANELMATE PLUS OR 15• LONG E - 2 HANG S70W PANEL SYSTEM OILING OF PANEL : t,2jAt BOTTOM W/ rANEWATES cart. TTNCKS TKW' h BOTTOM. (2), END P S)4W. ALWAYS BE CONNECTIOO TO SILL WALL 8Y MEANS Of PANELS SHALL AtWAYSCONNECTED TO BOTTOM TRACK aMERWTSE A 'STOP BAR P� GR, IF USEO wttY w/ 1S" LONG YRAGK Ar BOTTOM ENO PANELS (2) BgEE ,ONO $NATI BE DONNECYEO 70 Wr i 4`a-2D lr4 S W 7 3 �J SHALL BE PROVIDED AT TyOF SUCH PANELS. r r " /3 WING NUT OR TJ)d"f-20rF3 Min.NUMBSGRkiw A•IR7 1Af+Pf6E%CEPY AS (3), IF END PANE AWE CONNECTED TO TTOM. •TRACK. CONNECTION SHALL CONSST OF DESCRIBED AV HDif (J) t/4"A-201s:5/u4r" MS. Wr 7r8'4+3JJ3322WYA ANlT OR 1//4 h3J4" MK T�LRO (3). MR CASES WHEN END PANELS ARE i), JdNRY Wr TS' LONG }2 AT TAPPED BOTTOM TRACKK LDCATKT6L LV' FASTENERS MAY MAT EMPTIER TWO R!T ElE1 PANELS ARE NOT COLRNBCTED TO $DTLOM TRACN 7. S{OP OAR • ffn,INTO EXTERIOR FLAT RANGES Or END PANEL. S1. . PROS AT TOP OF SUCFI PANELSS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK 0,; A STOP BAR (i). FOR INSTALLATIONS WHEN END PANELS AND SOME INFERIOR PANELS ARE DIRECTLY IS ONLY LIM AT TOP AT LEA51' TWO PANELS SHALL R CONNECTED -rsi BOTTOM TRACKUSING MOUNTED TO EXISTING SILL YiMJ. MEANS # PANELN1L1E5. ONE IFlERKR PANEL ECS i27111$ECT#DN f%" PAtREI.S wMAY BE USED TWO ELA(A' Y w. TRACKx SNO" 09 ELEVABOTTOM TION AND W% yK3 jW2ALL TO BOTTTOM T OCCUR AT (ANY PABOVE ANEL LOCATION. EDGE (5). SEE SECTION 1', 3' 0 4' ON SHEET 24_ SEE ANCHOR SCHEDULE ON SHEET 25. MAn, IASTMR, FOR THIS INRIIDOR PAiFF,f. USED J061DLY Wf (23 DOES gi1H11T$FNFw/F/ INSTALLED MSUCH T&Ai EOT NEED TO BE {O E LEFT dE MIT SIDE OF ERKMR PPAANEEL) HAVE A ) r"` t��'� f Jr ii*ii O ERUV RE7AINEO BY �. { "VIGI 3ri+t NS FLORI iA BUILDINO CODE HI h Velnc' Nu come Zoos a : ND. LIST = 11TFDJ, w+ 20 GAGE GALVANIZER STEEL STORM PANEL F.P. DRAW W. S7AT OF = _ -7, p /� GLOBAL PROTECTION PRODUCTS, LLD. °in'rbR° 4eW 6.w 6i 31T6ET 9eF.,aCS xA,, a., es PAa sxaw 4WIDss. M1 A11Y PN: tPsm4s-TSia fAt tas4l�-ar4r 2D-125 sear aMwWD Nu, NAIA#1I{t 1Y)0 %. sEArfaWV4UME/DATE wAtm1 A .. "$'+, Pt ' ##1 ,:: w76xT LS16F D0 f ts. SEE 61NELT 14 ! 20 TDA MOM,14S TYPE 4: AMINNRtFr4 _. tf4r '>.... j "' #'4'y-. TWA �Ax TOR R6TAwnDYS ARQ-WOOD LAN ,wIWkTA A W.{h}.. J J FRAME I ANCHD. 1 IANMUM w" ➢FAITH:* I #YIe1Dk E ARE o LM1 INS `mwamNtk thJ J ! 3 } J 1/2 soN utz F LIM I SCNFDIAE M ED: NCH TNAY 01DICA€D DAf SGIEWSA tEO110E AN10tK41 SON 9 8Y TI 9•AElef, 4,"tKiWXE I n 44a} Gans BeoY O•f AWMf. IPA woE.DltlNi% F/CFOR sy FoL CMM M 4Y THE w To BEs FA MIL 1601 i00 07$RAttTIN ToBEL 7tEW1SHA 1. ,�- a 1/Y "•. -� - ftQ f. 'PAcatc OBTNlrtO 115aN0 FAO'TOR SHALL NOT 6E AM TNw YA4YuY SPACw10 ANOIom MEACH ANCHOR TYPE ON TEAS S4 nvu --- - - 3' a0 }� �. __ _.. ,. a, .^ ._�. ) r F M i ' , I a � t 1� 1 i I r I _ gg IANELMATE PLUS 11 "4 1TRP0 NLR wASNEH D (BEYOND) ._..- DER RUED CO CONCRETE RED BLOCK REQUIRED WALL MMft= STAID '11 o fie pJUMrf SCALE3f8'"•t" 09fMIAL W= VAJO E-2 "M S110M: PAELL S?' IEM 1. E-2 KAM STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCU" (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 10 Q RANEL IA7E PUTS INTO CONCRETE ACCORDANCE WITH THE 2020 (7Le EDITION) OF THE FLORIDA BUILDING CODE.- BLOCK SNAIL BE I t/4•. OESICN WIND LOADS SHALL 8E OE1T3tMKwEO AS PEER SET:'TWN 182O OF TFIS ABOVE MRRIONEU CODE. B:2) MINIMUM EMB£i3" OF 1/4-4 % 7/6- CALK-44 ANCHORS SHALL BE t5 7/e• INTO CONCRETE, A WTIwD R - 7 FOR SPEED AS RE(KJl WE JLBI6DIQHDN WHERE THESE N8T N EA' WS WNJ. BE i ALLFD AND D EMBEDMENT MNTO.ANY FINISH YA TERIN,. SHALE �.. PERMITTED. FOR A OEEST NAUTY FAL';OR KdED,85- SIIC ASDE 7-T 6 AND SHALL NOT ETOOEEO THE MAXIMUM (AS,O;) 1/4' 0-20 8S SIDEWALK BOLTS USED SHALL BE. LONG ENOLMN(SHOULD ANY. FINISH MATERIAL EMT) TO DESM PRESSURE RATINGS INDICATED ON SHEETS 25 tk 26. END,kCE 31e M o ANCHORS. IN ORDER10 VEF6FY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-19 SHALL BE T•TRSt I}ELX{CED TO ASD. DENBO WIND LOADS8Y MULTIPLYING THEM Of 0.6 IN ORDER TO 8.3) W CASE TFW PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THD EIDSTOJG. WALL,. TO COMPARE THESE W/ MAX. (.S.0) DIESION PRESSURE ROWS WKATED ,ON SHEETS 25 R 26. ANCHORS SHALL BE LONG ENOUGH TO REAC#N THE MAAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE WWI BE AS MENFIONED IN ILI) AND IN B.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A Ski INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS EMi USED IN THEIST ANALYSIS. FASTENERS SPACING TO. WOW HAS BEEN DETERMINED IN ACCORDANCE WITH NX.S. 201Tt_ (C) ANCHORS MOLL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECMFICATtEANS OF THE ANCHOR'S MANUFACTURER. 57pted! PANELS ADEQUACY FOR IMPACT ANTI FATXxYIE RESISTANCEHAS BFi.73 VERIFIED Aw I VER ED ACCORDANCE WITH SECTION 826 OF 1 T R THE 711E ABC}VE DE ASALL BE RESPONSIBILITY OF THE G DR TO MENTIONED CO. PER FENESTRATION TESi1NG LABORATORY INC.iNAC, REPORT' 20J2 AS PROTOCOLS TA5- 1 O VERIFY THE SOUNDNESS OF E SHUTTER ' � OC©iS 20 . ORACT YAS-2Q? AND CAS-zD3. IS TO BE ATTACHED TO INSURE PROPER ANOHORACE:. 'THIS SHUTTER sMM.L ONLY BE ATFA t€i0�lil CONCRETEATE B \ OR WDOO FRAME IOU NOS. 2 TYTIS SYSTEM I{AS BEEN OESRINED -TO BE tfi DM THE OUTSIDE tTF THE OPENING ACCF3SING THE OPENING F1gM4 THE INSIOE w '=FEE USE OF A MADDER: 13R LIFT. TNLS APPLtCATIDN 1S VALID WHEN PIWAL1ATION IS TFOENDED TO BE PERFORMED 12. THE OMAUA71ON CONTRACTOR M TO SEAL/CAULK ALL STUTTER COMPONENT EDGE$ WHIOH REIANN 04 CONTINUOUS. FROM THE INSIDE Or STRUCTURE CONTACT WRTI THE OUILDINO TO PREVENT WIND/" RNTRUSON, CAULK AND SEAL. STUTTER TRACKS ALL AROUND FULL 3. SERIES 1006 INSTALLATION 15 APPLICABLE TO SIRW AND DOUBLE HUNG STYLE WINDOWS WHEN 9d5TAIIATION Ps REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 1.3, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS IUNCATED IN THIS DRAWING PLUS ANY BUILDING ARID ZON04 REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. 4. SERIES ?ODTI INSTALLATION IS APPLICABLE 1q 51NC1£ AND DOUBLE TILING AND HORIZONTAL SWI3ERS STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE CIF STRUCTI RE. M ATRIUM WINDOWS AND DOORS, MC. E - 2 HANG STORkt PANEL SYSTEM- IS PeZW PENOW- 5. ALL ALU Lwm D ITRUS€ONS TO BE 8O63-11i ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) T5. (a) THIS PRODUCT EYA"TION DOCUMENT (P E.O,) PREPARED BY THIS ENGINEER AS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; Lc WHERE THE SITE COMMONS of*TE FROM THE P-u, 6. ALL ALUMDRiM SHEEN METAL USED AT GIOS'URESSHAU. HAVE 3105^014 A1l.Dr T A BE FIE ,XNStBUE OR THE 6 DR -a F {) TION. PURCHASE AND IN O LIFE SAFETY Sii THISP P IDOIED NOT It TRW HE CO . ry TRW THE :CONDRtONB DEtA1LED ON 7. ALL SWEET METAL PAN SHALL 5'€Ri1 -. S•TEm, PANELS HAVE STRUCTURAL QUALM A 853 GRADE 50 Min, THIS PRCAUCT BASED ON B P.E.O. S'sEEL". NS7M n 4Nd.VAN12EO STEEL . hMSAFETY O FY E5 TE E%HE DESIW4ATKtN W/Fy+. S6.5 kAi (AFTER ROLLDD}, AT Sr TH€5 DOCUMENT- DONSTR.UCRSIN SAFETY AT 5rtE t, THE Cp.4TRACTDR`$ BEaP0.N5tTRLF[Y, 0 S' RE B. ALL SCR TO BE STAINLESS 4 S 8 c THIS T ELMS NI FaC STEEL JD OR 4 ASY SERIFS OR CORROSION RESISTANT COATED PRCIDIIG EVALUATION DOCUMENT WILL BE TED CARBON STEEL AS PER DEN L'ONSIDERED INAUD F MODIFIED. {) I 50018 W/ 50 tot YOM STRENGTH AND /0 k5I .TENSILE STRENGTH A SAAt.L COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.&4, (d) SITE SPECIFIC PROJECTS S11A11 BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL B. BOLTS TO BE A-307 GALVANIZED _ O BECOME THE ENGINEER RECORD ASTM ZED R AIS7 304 SERIES STAINLESS WITH 38 MINIMUM YffL.D H. OF REC E.O.R. TIN THE PROJECT WHO STEEL, STEEL. iW STRENOT { ) WNLL 8E FOR PROPER- � E OF RECORD.NG AS A DELEGATED ENGINEER 7O TFtD PRSOISLEENGnffER, STINT � 10. ANCHORB TD WALL SFNLL BE AS FOLLOWS: SUBMUSE iD TF15 !A 5RE [HtAWUNGS Fit REyI€]Y� (A) I� � �" O" R� {e) TH5 Pi.O, SHALL BEAR THE DATE AND L1RKIlNAL SEAL AND SIGNATURE L� 'ME PROF£BSONAL ENWNG€N :TIT' - i j4`w TAPCOw ANCHORS AS i*4NUFACII)REO BY IT.W, 81NLDIX, INC. (MIN, i'A',x3192 P_cl) RECORD THAT PREPARED IT. - k /4" P X 71B" CAUL -IN ANCHORS,. AS MAWF'AC W O BY 0 ,FWLT INC, {MIN, f t-z IODB pa,j T8, STORM PANEL MAHUf Ti $ ACTU LABEL SHALL CNt L4 At A REAW VISIBLE LOCATION STORM FAN IN EL LOCATEDBUILDING 4 TO FEMALE i0 PAN TE. ANCHORS F RER 'B§'' EL N ` � PAAE!#FA ak EL'L1A P�}.I)S AS ALANttd ACTU OO CONSFR.UCHG. PRODUCTS.ACCOR RI CODESHALL BE PLACED FOR EVERY OX±FINING. (f--3450 P,s-0 LABELING TO COMPLY WITH SECTIONJl709.S•22 Of' TRIG€'OFLORIDA BULLDING PLO A:i) WNIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONICREM SHALL BE 1 3/4• ANTI 2` FOR PANEWATE FEMALE 10 A% PANEUAATE PLUS. A2) MINIMUM EMBEDMENT OF 114'tl K 7/8' CALK -MN ANCHORS SHALL BE IS 7/6• INTO CONCRETE, NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PDRMRTFD, 7f4' 11-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENWGH(SHOULD ANY FINISH MATERIAL MST) TO EHCACE 3/4-INTO UIHNMFN AJOICHOM A. A.3)- W CASE 114AT PRECAST STONE PRECAST PANELS, ^4��OR PAVERS BE POUND ON THE EXISTING WALL OR ~� �•"�f4+.�-. FLOOR, ANCHORS SHAD BE LONG ENDUGHC TO REACH THE WONCRETE AIN STRUCTURE 204IND SUCH PANELS ANCHORAGE SHALL 1�,CEIT)��° 4 BE AS MENnMED IN At) AND IN A.2),. sa' TO " fi s No. 44167 {B) BEiET� ' S - 1/4' 4':APCON ANCHORS AS MANUFACTURED BY I.T.W. OLALOEIf, INC: FLORIDA BUILDING CODE (High VelocityNMFiDQno Zone : - 1/4` # K 7f6" CALK-R ANCHOM AS IANNUiriCTElitED BY DEWALT INC. (f'm.1500 P•w.l:) RAM TWA' ' '..��'•'' fl St: O+. 20 DACE GN.YANIZED $TEEN. STORM PANEL - 114-+10 PAHELMATE T O AND PANEkWTE PLUS ANCHORS. AS MANUFACTURED BY ELCC CONSTRUCTION � PRODUCTS (f.-2071 P.-I) 0r"mCLOBAL PROTECTION PRODUSt li. POOL UNI51.M 20-176MOM DAAM r4f� FAX. O4501510-ePr .4so -,mot ! 1AV#W f P8 ;PAIJ4WN1IiAL%DA'IE TDLTRA OWA7tJC„ �. WAj - ,• y SI 02, INSTA11-ATION PANEL INTO PDllRED CONCRETE oR CONCHA BLOCK 1 IDbe RR ve" It" \\ 4 4 a �`"py, 3NdY'3q y1Os s•Ys: >MEt07fY . r=�.. Wk,'.A,MS � IK 4 ,.: L /1• tea. `I L1ggppc1� #AiEeEiatMA , 1l++Y-FWdr j {± .Sr SLMeiI St / RI Ammon . I S i T0a) 1 ((ggEpp o. ULTIA t o �� • i �. 1 j I I t 5fv- 1 1 1 1 i �--• y f ON SiAW,j m aAsa I t 4'r-gas a• 1 w 6 }"FOR MAI1 1h5,+.R0rt 4 sut'MMOOIT ro wAss i gL uyE I x'N {F «r _ _ DYI 9s2s 3S W'~ Fg Y 4TEWi)y 7/e'+,�V3t I ; W. 'T�•°° T° a� i II € I ro a#sv. i 1 1 1 1 i POl- J gII I t � 1 3 TM I � N f• 1_ # r 4" Af0', J" 11a.J t ! �� '.,_/•,a,rff rr J;, I gtp d i{ T1. 1 wAaGx t mlleAETETE i ABWIA6D ! ° .-�, L rJ# F4A �. L, Marla, se :lr✓ f' , . ✓.. •.. ' .r`.!:t. ! , T/rh-Idq/.• rs. ��N:1E #' k Tp: , Torx+wR.:. 4a rAn.--< Lcw r J � I ! mr E iwE as suA Oa... M7 ei �€Fr 1r1 I� 1 AND tHRE"L'T 114iJNR'ING IN37. (At mmmow TY WALL ,1 _ � xfl 0.y. I j SECTION O s N�2� a(O TO CEI Ng MQMG INST, BUILD -OUT 198SauE 31(a8]-41 _ $.FE1T4 D s k4 i! g war i, VstONE t l�jrpp 11. lam�31 % wF AFisE . OF (!!% Rl '..: SEGTN}N 3' ECmu A SGA1E 3/6.1` SCALE 3/8A+1- .' MIt10€A hAsw DN6 dt 90aaR Ta wslauaTpN Tn•L ea x+lxT.ai !,� �." - S.ATS.I�LTJ F,a�Pai DFa a+r woAm coRla yt�'.+''4AGEy,;s /' t'O 9No. 44187 = • �. FLORIDA WILDING CODE (High Velocity Hu cane Zone A LA s :. STATE OF axm TKR2V, .s 20 GAGE GA VANIZED STEEL STORM PANEL ' 1/2a a f• yIEW X `ms - " GLOBAL PROTECTION PRODUCT'S, I.I.C. a7E t. ,. tfr# TAW sx B1 ITlsII # 1 ! DOMPANM N. $AAf4 xs. Ptu m, w. oltA Wlwlx weeds. n. sa+st P. (as+)eev-, Ewe (�4}wm-Bmt 2D-176 4Fety r {NIL i10&-o 7det d#e[PMl9e aeM .IDS -.. ORWO NO: P£ NR'x,. > TI w TRF id4i,, .P,E , dA,xr,A1 - A' tOullbt :xtE - .,. sNCX7or. CU N Q CU C 0- M - .0) U C O O O Q O �' = O u- .L2 -p F O O 4 M•F- Q .� VJ Cn.Fi -+--a COO O CL O r'^^ w Q Z z Q J/•� SHEET NO. SH 1.2. •r1i wulm I 7 11,1111171 �iw-,*-iiiT,*;--,i3pi�w,zlw.-TNtri,mr,rxn IN 04.11 PIC 121M.: F." i I ". w,Tj-mwXI:11q*w_i7011t4A , . I , 119 m " 11w;1r'10ri1w*p1 III ,".I,W.�,�i.,NL,3zw.lxi!w,,A-R--��----�� , I IAk0" AILO. Caw , Mm%m WTION - APIMIT) I mr, ,;E,wE I or-- +46.0. _7" - 711- OR LESS , ,, spe � I ,* I v�'ar,s%'. _Iv, -_ * I IN +68.0, -15.3 70* OR I= I I 2 ?JW L - __ [ - _!LNt -310 , " ". , ,.. � - .. . , - I =XFX;16j�=- �� PMV - ­~ Al OIWAP A, � OF PNIU, LENMH FRTTT $.*Iilj�1491.7�Nfi,[W(ITKAlwr-ll�14 -1 -11_.1J*1i;U17x fill�(f]17TY417ifilwi7�r.?,(.];� =_ I F.Ilw.l-ii-i'�lmill(Onl�ill't-4"�ltim i 1C 4*st L'*z 4 �",tiljw�v. a--�.OV.147�l,lLi�,it.14f�U'll�;W.'�V;�4,0�,"tw�Liple r���= A IS." WAW* ANO?Uft SPAOIW; MR L 01 - A 41r H, _� � e APPLICA&UT 10 sm"o"S 0 & ANY lo�tm - - MAX" PARL MONTH v 0.) �,L, I TAIPCOMS CALK-4m 1 P*O*An num, to I-- I- - -im MIS To ompor = to CIAGArm: TO CONORM BLOM To COI 'M Clatimm ma : a.-TE To Comcfam I 12' N/A IZ" N/1k 12' N/A I , Ir --%rA-- N/A V & Z' (TOPI III ,.* 1'. r 15� e 5* 4 . I . 2000 ), 12* 3. 12, 51 - a. - 4. 1. S, , �66.01 _7b3 N/A N/4 MIA - N/A R/A ___ N/A - 174/2- ____ - 11' 11 fumw w OR LESS 11 'r - - N/A , f 1/2 , NIP , 4 llr I N/K , 4 V2' I N/A , 3.(143p) 12, Nr- N/A I s Ilt N/A 9 W. X/A --------- x (BOTTOM) I N/A r - N I I IV1,11 I - K/A --- 12, MIA, 4' (TOP) I I 12, 6- I 2r, 9 ,/Z - i2� - -- f it- - 'r - w - 4. wrom) * uum TO EGO W. ASIO. MBON PRICSSURE RA71K � A sm went 2s roo ANCHORS Twe & SPAom; "At tw^Axnms INTO *ow HOW DWLW401 MMMw ANCHOR SPAGNS5. MR V*NW EXIE OSTAmm Am Auto,= ON TAB scHOULL FIR ED, LESS INMY mmm ok ScHoome Rmvw ANOM W040 BY WKILTIMIPM3 SPACWG SHOAN ON SCHEDULE WI)4E FOU)"C; FACTM MR NAS MUID BE POORE XW= WV*4 OBTAINED UM FACCOP 1�*U &I UDCCDR WOMEN SIMCM AN&CATED VOL CACH AMOM r4ft At - awa vm �_ _I�!4� .1141. Zab"Moraw 1 I/M. I "WE --!/A*- , 0. mcw�m VAWA W _i: :T: � - -1 I A vz �_fm& � . OA-*j �.__ -=.I -, ::�:,",�::j =,' ---.�- I AC;Kw1A4d_wT3mW1*_ - I ------ � �1� Js I - I - I � - ___2_,z__ I - I - I - I ,ii- - ?:_______.____FT!__+____ I'm t, .03 t - - - 2 lzr " ,4 - T im I f_ltl_� i + RECAARIM ft, DISTANCE SMM WITON OF FNIEL I AND (2) TO Be 1/0* I/r v M.X. , + + Rmm AIM 13STANCE PcfwrrA NYTTOM OF PANU 00 0 TO BE, St's, VI-,., _ff 1-1 -.I-,-- jQQMP9NEM F.Q8 EGULAR. 14FE SAFETY & E-7 JJANQ ,JjQffM PA14EL MWLO 7 (SCAM 1/2-11 - ___.____­11_­___15,1w i crow w0r10_,_,__._____ � t- Vr__ 1-4. 1 r-- .- --12,500' (mo=w WIDPO-­­_ ___ , 9�­--- i r- . i V4'*-Tl . 4. .-)5C1`7,_A sra . _:'I I 113�w 16,_, .�� . . , ; � � ---a 11'r ".)___ __­1 I " ,� _-Iz�r_� -- ­ ­ " I I . � .-Sw ,- , I . . � jl I. -I, � � � - __ -7-1 Y, � [,- '. � 0. 6 .1m " lot. 1 �374�__ AWU 0 6 1/4' or As I - me . ­ - 1 " OR 0 12 I/V a., � ; -, - -to ,DWI . I , � ix Er a ASIU A03 _v" I )_ I - � I � �.w I - - f. I I j '-NtAIL A GRAM w JAWMM Air , , .. �� . iW-1- Is, I I � � I " i .... J I ��� T IMM MEIA f- �-,,w-.�-----�-----��-;;Z-�-J--- L-L- -.2, . PANELS $HALL K INSIALLAD ALWAYS Mal LM 10 RICK W/ W ItO Alt END At tar Am OF PANEL ­­""___ I � (1) nt-Hum (�) "t BACK (�) __ ,- __ __ .. - -,-,,--, ',"`,i�,� P4!�S� &NO up - _�, W/ ;i7vv6 -Vpw , , I,--,' *cLus, - ,,,-- 'gr �� - I I -1 - lyj ��', 0 vo* f ,�_­­= . EDGE t - _r__�._�, I ,_ '.2nt � 27�*+ - - � rmm � J 3- � _�_ �, I 0 11 � ,�� I r � A ,/) - 1 ­2 . � _Svi - I "_ IIENNIO__ - I - 'I , � f- - I I . ;!±,--,; , �,.­, j­,;----,�­,vs,*m, .�, ,A !��`V_ ( I 1_z2w­ I--- , I I , � , � � m WA& A . - - '"I" ­ , __-� . ! fifzio.�_t��- < a _,u OR @0 i I I I I � ROUNGING COW40 0 ENDS,OF FAM-S r 13 END UP Af/ HEWED, tOGE, � �--Zlve ----n t - 40, ,000, _ , � i ­1 _; t_ xw ; , i � � 3.­?BO1 i �L`72_ � L ("JA) � � 2-W I ­1 lur I P-) _U+r (�) 3i,05_1054 "M_aum -71--­r I ­_ - , pa or PAME .v ...&t -­�'Ibwi_ (D w --- --- ---.-- --' I AMU � I a I �k i -.7w - � -f, r I -m SHM G PON A=WK . UUMATONS IF SLaW LENCAH IS I J� � I - ,Do,. 1 - ­1257 i.- I ONLY VAUO VCR WSTALIATIONS WOO I 4 -1--i L� SLEEME 2 1 le U- ! i.ttir .-,,TV @) r i I �, I L 1 L-1-ow- � 1 21 ". I 4-1 "I � _120�- I I 1 '12e zo�w I, IMWw, 1 WOOD SPIACTURES i var 1 ,--2.SW- (2) Wit, *tf HWER t�110' (7-114 � cy"..S.. LL_ (�) :U!_ffA= � I .11 � 1 7w m.� L 1, 1 � - I ­1- MIN, to ar Mm,-- � ====U I � � 1 9 umn 10 " 0 AWIM 1­2OW-1 -.A 0 Ate—M&K 'O � �vr 11 --A ' -1 ' ,�'! - 4'-"- - - A' 7 , , r­�.000,­ .,-..6* � I ZB�' - � -;am � ,H f­___­­ f ' t____z r � - _� xw all I �1' I - � I ----T-- -1 ­ � -- z ! r- ? I.M, .mo" , -- !I, 0 0 -21% r-.- 74'1 --ww, i�. I 0** "' �: , - I z,l a_W:�_� �,,� P -TIP'p " .Zk (USIF Owy FOR IE-Z K"t; vow pma - ` . ,,pm,&,-,.*, SYSTEM) 5063-TS ALUM, AUOY jfi�. "' \ � 1. I . =!�uj "ft. . NO. 44167 1. FLOMOA, Vol 2L, 11, � I _IBILPILDINO CODE Lft fth zo"!j - t*. * � *lr , I I � T2r I ti� - �ow it I- -1- + (m) -1m, , , ". L-W I I - ; ` MTE OF �% .. " ,I C 0404 VOCCA PAM 24 "K WVANM ---- - ­=.. 01 STEEL SrM PANIR amw m I __ �"." _ L . I swrloms — Li , S. --- _� �, WIN, 1_1� L_ 104� . - ,,� -0- M , , .i !! ,,,,, I—Ec 0 \ "m P*mcm fta TIMIT, TOM" 6; a" I I 1=11h!'Iff PRMXM u.c. 01"1=1 &M 0 Z&&&ArL= 8 IWILR=Qla *c nm @ & 4B ,?-!. ... H., /g� _=_1101wMm_"w_=ftWv1 - MCI* (mom_7VA FAM ")"o-motT 20-1i7S 0wom � IR&M-AML a "�WWGNUI WE 64�114 A Ktw"m all � m I., -4 117X_ 1�!�:or �ff I I I — LLATION DEJAILS EQB REGULM PANEL (D E 08 CON98 __&WK MUDJUM . ALTZRAM 40KRM Aw.A.011S LOCATION CONCRICIE ANCHORS f-TSSE soa=,w 110- - E 1­�' MSTINQ POURED, CONCRETE I i swm a -54iov;N I ot to, WENDN"llar-, I W-A I CA SNEU�:: T4L" .1, , I 4 �MOLMO. .1 Kovwu. � WTE Um Eft"D D , � TIM CONCRETE mckm C - ,; (SEE SCHmLr - - 02 : ...... 1­ 1�'_­ SNMS 9 wmxir,f I � - I---- w Z'J % . - 1 1/4' r w-4--at­, A- -49=',N'., 1/,4- 1 LI-IM ___ 04 ---,--,I I wx____ I CONCRETE ANCKORE_.,_� 0, �:%S,"*�`Aa MAX (SEE scw.;�I ON , i I 4 (� s4mm a THPWCGH� lw! I- ______ le !, � fim "M I Ir, - I I 6 i I 6., I , a tte " � v I 11�1 _V0.1 � � � I I I � PANEL LENGTH � f t� MIPI-I I I I J��l IV I � ism SC141COULIE � ON -%-W 13 � I i � mm, _cp I ­ -01 I SVORAPON z f I I I * _cD svtm- 111�-p TO SLOE I Zu ­ - i ( � ON _q+MlS �_­­­ I O"'m GLASS, IMO-Ato, � Isw SCHEDULE ' 9=11�4_1 1� �, i f "' SpAcm I 'kf- v VIA, _j (SEE SmEputt GRI - - oz laals!L'o � I ON vll�l N �� -VW. - " i. 4T It I ll 1-7, _0 -11, - ,!� ! -1- __ I X, _­ ­­_4 PANEL LENGTH 1-1­_ �_­ .­ K.e� vm� - --Ijxk==-- -1 I �� I-n I E-1-- ; [SU SCHEDULE , tom amt 7'.01) ; .- - -W.,-- -- ;--v--- F ;,*.EL.= 04 ,If.,' , r � - ON SHEET 3) 1 - -1, ;. SEPARATION I i ! ; � ON SHEEr 3) GLASS , , � I- - � =Iaq I I � -I(j=Lc i --(D i t � . i rt==_� — 4 __ � � - 4 ON SHEET 3) 1 wt I � I � � -<I , IV ­i� ) . OF OF v - I _� I I MAX, � i ,-<D ; It __ _4$ � L � 04­ -1, � I � ,I � � I I I -109 � . f - k �� I _m f IV � _ � OF I i , _ I I __ I imc i �� I ��­__­­._­,,rL_­­­­rt t NO- I � � � ; I I i i L_ ; i I 9 ) � � elw_m I s � A ­1 - L, :z I I � P ­-1-1-11-- _1 ! m -10 WAn � � 4 " a t/4' oz, I ; . ,ir CONORM ANCHORS CONCRETE ANCHM � t$tt SCHEDULE 09- ­ I ,_q I __ . ...... J ----------- _J SHEM 0 THROWUOH 10) SEE SOr - ; � - WNO =, 10 tr OF WALL OR SLAB " = t4 i 109 2 lA hM, ALUMINUM RECLINED, T. ICONDITIOR) = "A � SPADERSS a FOR � I poureD CENCI= ALL DESIGN tao"OX-pw t , CONCRETE BLOCK =49=0101"rat,'! . LOMTHS Put SHEET I =1R9=_j REQUIRM RECLINED, 4� I' WX LOK ALUMCNOW SPACERS 0 r O. ____� .... SHEETS 0 THROWN 10) 12 TIr O,t� (SEE TABLE #1 ON SMIEM R & IQ,) gMM AND W MougTIM Jewumnti- Lff MQUIMNG WALL KOUNM ErT N00N1WZ5EAQmAm* 3jeH1, iFmTp W� "Y *#t"tTI0F4qD ,t�_!. AV, i 0; E N *?N�., I �G & _, . . . ' 41foony wu 00" Zom) I - , FLORIDA BUILDING CODE: j"On, !!�h V41.011y Hu � . s 'AM w3m � I ". I I I f' c.44167 '� = 24 OAGr G&VANIZED SM Mkt PANEL I 3 - .*- M" ft � z * --, * . = . QNW/m EZ, - EDGE DISTANCE ':% " � , i W_=�_ _t: �i > - it GUISAL PROTECTION POODUCTS, Lm OIL ,1% "�TATE (SEE SCHEDULE ON TOP & BOTTOM MOUPIMIGS CAN BE 1� * 41=01 STAVO, �, AMICrAlft"m , � SHEEM 0 & To) COMBINED IN ANY WAY 10 SOR ANY .-,, PAL4 20-175 A , >X,- ROOF_,Cft4)ft-7V4 INSTALLATION. T� ,,.,, 111;J­111� N�. -.--j ­ .T"40 =:_i4 , I!!,[- � a= S or 1. I J� I I T��� , , I I I I I "I'll "I - - DETAILS FOR URIM 2M & I QQQ 1-7. �HARQ JULFANILB INIQ 9XIONfi-AmQ ST]RUCIME" - , - 11 4z�" 1 �/4 0 I I ,rW TI'. , ,� O'�� IQG *4 - � � ;�;; ,,t4W W _-Mft 0 a j . � , " , ,�, mH. THROM � _TOvqm%`MwOH*km_ , - - � - . "I �, 11 __ " - r.41 wow w & I I'k-0 LN; Iaftm # r O'c' w/ � 'c��71 __ -10 Dzw Wom *ADDC. I \ ,,"r/ pw 00AM - I Yr W�l %affisc.m m4w$4m � . IT, 0WRO loom W-4m -11 11 - '004, j1#e, S'VIL 11 \ A / _19� - ---IgC­L flit.1- ILAA. I ) . 'A' END OF0 - 11 , 11 I lill ,�' 1� ,_ V%ja1w, '� ______ �_ � -I - �; %4 II a tx 00 0 " 2ro h \�` 7// X i I W, , 11 , T_ 1, 11 � �, I '_ * 121"� ,-! -4 Lho stem 0 9, lu� W/ , N4 11,ul- SM.S` I . - V ,O 11 -1 'I 1/7-w� Iwam 00 OF 0 \ ,, 1 ,,, 004 ta,; * iv—rrmm �, 7, "" f . R-C 1=41!P2, — MIT I 11 i, 11 TO DmIm WOO wulum I I i" , )/ t, I � , __tIm�!AAEL_LmD_. ( - T or V"ylg rr,;,l I I , X/ � E now I^. -4 - - — Li- "" 1 ma I I 1 6' = 'vow 0 CO'L 11 / 41A.Mot, 0 ,a , �� 1 " I x , I , '. �t_ , , wow I I 1 7=91— 1 I I I (rW4 - = �= ...— . h 7 COOK .1 I I — — _­ I 2.=.gL- g.-- ,%S g W/ 1 17 I — i 2 g/le M1, 'I 41�4. 1 - 4"m , ,� VC2. , Ww'; . ro-A. .. . , smryy 7^rw/v oOkL I . * __ I wmm veaumm 1 � 1 - To Ou% vlw W. 111' O,m OPIAF 9 ", "'o VIE" OVERAP I I O,f-- - r- - , I 2 I/w w -8 I WITI-IM-W 1�1 - , ,-,, x j,__L_ __ I r..- ­­­ .1 . � apir R, z � I I e ,v- - I I �§ - - __T_ - - - 7 - I _Z - � rltr , I a — — 4 , M.A. I I I i I I � I — __1 29 0 9 11 � 4 I St ,- I I / I A' j - - -- ii I I J� d I ,; I I A , �, I S " I � "..", It ,I I I i 0 11 , 1 J 0 - "I' , .71, �,� 1 I- 44 1 " a I ku-1--] � it - I a 4w, I il T I � 6: 1 ­2�1__] 2 , -_ " I I It j 11 �, I -1 . I , 1.6 1 I - 4 - a I luz N� - I Plly NONE otAKAY) 1. PAWIMAIT nuALL ID 0 lM"?Tz,2%tzw/ q, 4�" - S__ - I I _1LJ_ - _ r.,J�*, ws, - I -;(jVftWwm IA - I �, w . �, " , , W"I'Mm"AW65"N v �z a or , " "' 'I 1p� O'C' �_W'Iurw Tc 'wr WWO` I � , i ', I 1,_ 1� tv ip�,�,4 �*-'w t k, ZAL;& Ifty'v, � 1 _Mm 1� OwCIO)" , I, , " I i , H` =Up"*12wio FZvU AAT OIL ­­_ 11 11 � I i S t ) 4 WNW � -- MS --/.V- g"ri " "W/ "% I G., I SER low 9.1 41 r woot,(U � � INWAUAIM I " I I " � � , - I I -1/4 " �.. - . = cze Q ',;.zSt I c", e Q - *1 1 2;& m ,4" w1jew ....— ,ALURKA= 2N sc pu,hr"� - � � , 'I � , ij , I ; , - 1 , * — NO .`2 uIft''a'.4, wom RATE ACOJAWFLO ,"!m X:w ScAa 1pe-I � , , "' " , ,, " - , , " -, 1, I :,I I \ . � I 1­ ­�­ �� A— ._­_.i� .. ___.__ - ______ I IMMIAM, A= , �_ , .- ______ ATNE gw 1, INSrAUATICINS ME MY MWO, TOR SUW402 WITH ASO, 0 UP 70 440o, ..Im LOAN -75,3 DO AN* PANIE1*S UNM UPIO V-10 � , itto"O 11 I ,,.,, "" ","", 8F � , � ­ � 4 rz 1i SO" 1/,V� I Z FOR NEW WOOD FRAW Omm-1trog WOOD MEWINS To HE souwmm P#*_ ?to- 7- W/ smcm wrlm OF = OR EQUAL I'll .. , - p 00,4� A Eil- I . - � 1101 � .... � , SCALE 1/41%w - � � A ., .--.- v .-',\AENsi, - - I - - -, __ � __ �� 0 % , 9= " ;p .� . , No� 4 � FLORIDA awLOING CODE (Msh Velocity Nordowro Zono) I `GA Ma�� 0 ,top As - AL I . -f =*x - I 1 ! * g, *440 W.-M&I M, 11p, " "M %LVANIZED SITEL STO 1W PANEL 47,W W, - tosso 00 OR =W-:M , .j:jFAf ,,;M �OCXIOR 2bW —=± - I ''I I D�, S - =A� 1� 11 1� STAT Of �, i , - - UP OWEAM ,�q,o olk ., �, ��O�u� -- GWRAL T117LE --Cor.; \ I .. , PRMC71ON PROWCTS� LM' ot""� WE luW10=11 1­1 I - - - co � I A Awma - ci�� � M' - Fix 20-176 IDA, & SoDw mow"nNos m or couawat in ANY I w To SLIT ANY OWAUATION, I I to". 1/4, - 11 11 � " , � am 1= -, t, , -, ­01 3E PNON6 (w)"s -, pa,qm�ow -'Aw . - v I NUM ! SHLITO TIR4*4 WIT SHOWN FOR 0,00 I' - SrAL1sm1A"uwy%kTE Ot-~0 ,=kin WP14 _=!t__ 5E t 14, m IN �i7 � w2soro - - - :=:.!-j I I --- - -1-1 I --- I A I I I I — -----,--- , , I- ­11-11 I 11-1 1-1 I - I I mw e =0 " +1/4, 3/4, 4/5, Vs & 0/5 I I PANEL M LEM= wj�_ SCHEDULE �e1F11n=RRgKQmv= +2/4 I W/6� 2W/8, 3W/7 St 4W/7 I Mom 114TO ED ­11 ­ I'll- W 3. OL ANCHORS M SCtIEDOLE 09 3* $" ,-,, --- 1__­___ I , =_r_____ SHEM211041611) __ 7e MINI � '-------7 �� - SINGLE EANDSO 10111=2611111M mvzL-pA%uxaAvO3AftmAt_uw Ol a 71 � I, ___----__-_­ --- 6 - a-VE.W40mm * u*__wmCL1uQm_A4_iA)� a nm_11)� 'T' 1r__l__1_r,_r7__._ �, _­7_7_F­__rr_1r — L I, JA T-1--l- -T-1 - T , 4 ; � ; i , �� :1 - I L L i � I I I i 1 T ktAXIMUM PANEI, LENOT" MAMMON PANEL LENGTH ig@or i �r , ," j I , I i i � � � 4L+. I e� I � i %1. Olt % � � OR %-­ (ft.) a _. (ft.) 0 1 t t � � �, I I I - Ir 11 � "w" AlLD, 1 �D. CONCRETE & *= 11 11 I i CONOM, & WOOD """I - j a PRE= GAS t ___1 - -1.. - I I'll But aKnNS WAIAAD vw&w,mm t " -, M , A, ?"E'SURr I -, ­ I ­ I a " ,- [P,.fj (+ w -) 410,11-771 ___ 1+ -, , I- , - , -- � 24V 1 III-4. 1 VI-Cl* I -------- - �mv ----- - " 14��** ,., '01-01 '40�v - I � I - � / - ­ -- I I - I ICIEO 111. 11,_r I �mv LZI-Ir W4?, 1; I 1, 11 - 4- - -717-r- to,-#- -%a III -A' lly, 4H - - _� , — - � 1-1 L - - - - 3, I I � .... :-I:i" , PANELS W/6*0_200* = —.,a 0 — —Io... 1;;7 -70 - _0 Ya' 91�r VIMLIED PANELS I � (SM SEMOMW AS I I r1jom., W W/ 0 EX OVERLAP I , - - i � / t SECTIONS AS APPLICABLE) I Z 4av IV' -I' 9'�4 I �40 w-s _K-2 APPUCASLI_q i aLa 9* 4* 1-1. � I -F' 45,6 s,-t* 81-71 L-1- 1--1 - 1'. -1 I [­­/ il i A A- J-1-LI ] I i I -- — - I , A / - - 11 11 - ­_ __ 1. � 1- .NWIV '#'-f- A­4- sma #,-7* O-r- V�, e , ­11-1- r - - ­­', il - -1 r I L1. I __ . ��, ­� - - ­11-1-11 1. -L -I - , � 14, -_ - -- [ 1- r A,- 7'. 8'-o' - T 4 ,me AF-41 I J� j � A, ] 04 1 1*_J?1 ____o�_01_ !! r-7, 4mv r_16�1 ,�� ," t I I i —�� 40 --!-.* � r �j ­670-- --;,--& --,-2--1 1 ---! 110 ��L I I I � - -----!4-- . -1. _� . - _� �� - I t I �0,0 ?*-S ,17-1 1 - I 1, I t , ma - - r-91 r 1.�'. D.m..(�).q)� - - 10, 'I �_ - -I- I 2510 ,.-,. V-io, .*AD r-e . 114-- - I - I - - - . i .---i- fto PI-21 1-1. ma 11_1� s'-ai, L_O,L . - @-9 -1, WN, - no ",-a* 6 ABO ;1.01 61­r 1 2/4 1/4, 3/4, 4^ 5/5 & 6/;S ' "" —sao —�r-r 0,-z- —Xv ,-7--1 i L* W16, 2W/C -3W/7 & 4W/7 __._ffa 10`�-F` 51-ye L--ANCKM W SCHEDULE 1_ - I �� I I I . ON SHEEM 9, 1% &jj�_­­­­____A - , ""Al AV-3- 61-11, ?me C-31 � . ff&WM. M PANELM1 ELDLAI "O tolLe 0*4* s'-s' ,.i�— `,�-2,�- �;:� 14j's, I Gq1 "Wo - Y�Il I- ­ _1i (MA INUOP -1 *= wum , — F-L,:—,:.', 7, Imo, - Ir". --- - '.-I- ims, I "AW, �_ -A _.L�_-F __ ____,________ __ I __:o�* - � I I \;, !� - - aw I � �\ /oWNx - -wP - - 0 - I iROMUM MAWMIN SEPARATION To QLASS SCHODIAX all'17_�,Oao 71 $99110 A_ -A �11 PANEL LENGTH WIND SPEED 4 170 .4M wm SPEED > 170 mv,b L_� ji %,T.S� I , v.) M�j w;-wwo - - I REstRAINED mom 7r;r _uw -7 . all) L+t mw I a' a I/C �_ =41LOM-111NMIM MAC pDaNNE ASA DOWN LONCL ! A GYM WA'MS AS.O. MAIN COAC% �.n 70 be 1. I 1, 1, TIE` 7 1/2' 01 peadmuft TO WMANNE MAXWAt PANEL 11DIUM , OW A POSPW X&O GESJCN LOAD, =MMAE MA"N PAXIG. tEAOO1 *L+' FROM SCHEDULE 1>90,TQ 145 '. I I1r 11/2- SWA A JOSONt ASO- MAIN L&A OVITFIRW MAXIMUM "ZJ;&Wipolli %-' FROM SPOWLAZ . ;;=%,t�M&O BETC , tASUE PANEL LICNIAIR IS CWX It INE 01ErCRMftV PANEL LZOM UE:.:,��., '. I " _., (3)t SEE, SCHEDULE BELOW FOR hIR, PANIM, UCAICT" M'PIPOSITY ""ArM ___1 � 7 1 1 � I r, uggg: F*W *(nif4i i vWnAl Ila t I z 14-01m tI wal a,191"06 RITO WOOD ARE COMM TO A SEA," MAX kl%P� DESIGN PJACESSUIRt PAI)NO ­­ L I,-,-,- . 0 & ft _f0k)w*:kiLtL Om" Low A, MAIL PANEL LENGTHS FoR I . AV. - %="1;pAcm!Rz­USm� ._ _ - " , , "' XA�M'v. ". FLORIDA BUILOM CODE (Man fth VOIcalty "Limcond zo"d . . , . . . I .. . I - - i�i� - i I � , . II' ozm TOM ON. � 2 *�C . � 44167 ' 1 24 BAGE BALVANIZED STEEL STORM PANEL w" SO 2r - ii I * : a — * --------"\ GLOOAL PPOTMON PRWUM LLr_ o"'%,R" - -;-� /T TLIE C 0-1 - - � 11% TAIEOF A =9�__ wt 0-MR.'" � !-��.,tlt IJAW . " _w M .,Wr.*- = im IL -A - '111;k _ , F.10-Mn 20-i75 I pm wLr0.;;:,r w _-H I ,;07, �­ _H& "am& w"40w ­_ ---I-- ____ I KI _­­­ " fNT4:iXZd*_1 - C1,104)t119 -1 , %vw A or to � ... m - 1' � �� � � � ... a" N, 1- I-,,--- I 1IImftah1vm%4,wwwaEYwq %=1L&i mv - I I I ___ I � :-,:,"� ; 11, - , , - I I - I ,� 1. �,, , - - t��, - _,111111 - " 1�� .: P , a W. �, . . 1. .1 I - f - 1�� , - � � , _� . - . . - " 1�� .: P , a W. �, . . 1. .1 I - f - 1�� , - � � , _� . - . . __ - --- 1jjSTAL tON OETML� E98 ROM , ,1ANEL INTO WOOD STRUCTURES 1�,­­ ,),_____ — A -­---1---------v�--,p�-- --,-,--,—,--,) , i ,� � _�- 1, - 7VIP" - - 7 - I . 'T 7T r � ,V� ! � , q 'r 7T 7 SEPAPAT" I " 11 01 , '11 , .14 , __ I �, � � ', � � I � - TO &M, ; WOO ANCHORS 1�, . � - � � 1- , 1�1 " I (SEE SCHEDULE 1/4*�Zftrl .,� - 1_' ,'7m S HWULt ON "_ 1'_.�, I I ;_ '* - i " ,,�, - " 0 . __j(� J/4 -IftL' WX axu I , , 11) , ON SHEET a) I ", viiwo , �, I SHEET ', ­` "-- I I 4, a � 11 , . 1'1� � , __ , � �, -,,. -,, -, , * , ,pr Do. - - , ,w 1 .11.0=011-0 i �, 4 �, � 1 � j " I A i �1 ;�, � / , , 11 , I --- IV *1�1 � -1 1XISW4 , i - --I ,III I 11%, �1, � PANEL 1NOTH, 151 , �, j \ / " , � ,r "I REOUIR � � ` ,Ai) wow ANWORS - / � � I CIA" I I � EW SCHEDULE �1- , , i��, f � W whiewLE 00 , j� � �, - � ON wmr le . 1 1/4' �! 11, I �__.� - q­ �--T "'t �i� ! Sam 11) , � SPAM I ! ic I _ A v = . ; - VAOR- =$* 1 E!�D �� - I ev;i,! x - - / \ il.%, I T , I � � LENGTH i � � 1 ,,,�;, I ; -,- I MAY i 7____1_,__­­_, ; WOW REACEIE, I i to �- ly � ­­_ I 11 -� I--- i I - , I , I i ­­­_�_,_, Ct:= - ------- � t I I REQUIRED A '\ , 1� � � I , I '�/ "71", � I I i F- � , �, �iii , ( I � � I ..- ­ ­_ I � ED � " _4 I I _151— � I (D "I ­ , ,_ I 1, � _ I � ", I _ ------- — _J � �, k �` -�_, ". � k'� � - - -j , , I 1'1� i i I- 40, LOW ALUMINUM PAGERS 0 12,1/2- 1 1 1 '-" � '' � � ,� L I � 7� 'TABLE I LC, t= #1 OO INEV 1 1,) Mth, I i6jjij-:�11_ I � �,�, i � � ,,, ,� � i -01 I I I , i, �, , , �, z I VE NOTE - BELOW FOR LIMITATIONS FOR 1, � SOPHOXCON v W� ,,,,�: � 4- ! 1, I/r LONG 81,20101 v tox I 11 PANEL WOM ,�� � Y­� � � � � - TO 01-Akm - PANEL LENGTH I (m SCHECRAX gq"WuLr �_ 1, � �i I 11 (su SCHWAZ I I IsEt � ; ON SHUT 4) 1 ON Ow 3) � ON PT 3) ` � � 1 �­ � - RANEL MATE FEMALE 0 OR PANEL MAIE �-�--�_, _-_�-,-"-__� � , 1-1 L' "I t I I ��Ifl FwaS (m SWMAX ON Efw I 9 1 �/41*-zw- , - Jl�, � � � �, I - -, � Ir ,#--.,. - Al- $a. V I I 1 V- I Z,W � M1,11 � 11� I ... . _LM.- t I 11 ,,,� I � SEPARATION � � I " , ==11r) '� Msatte-4 To GjAm t � 2'x4' W60D ­11 --- j � , I 4--- ­­­-­,­­­, i GUNISS FIRM REQUIRED =N9 �11_ SCHEDULE- I PSCE I I I � I . i ­ A-1, � I I ON $hw 11) __A�D I -- capmu 4 I I f I I I ��_,P�_ I t * I - __ ! � I ! mm-w F­ I , - 0 I" �, Flign I ,1 --- --- *- , s0kr 3/0.1, I I r I I sox 1 I--,- ': I I ". 0 12 1/2' OX�� M WAS &0ON SW 11 FOR VAOL PANEL LENGTHS & T"is I t OF'L- j _w 0 ! i Omm LOOM roR twAuActiolt, : 4 JI i __ I I "-.--@ MAX. i am- ; I I2!!11 0 12 , EC' - I �,�� - ---.----.- --A 7 1/2, b.m �Aj i "Ill- �, " 1-_ � I , 6- � -, I � "I � I , " 4 - r , . , , i I � - I � � 11. I I �'., WOOD ANCHORS **hvu I I k 111, . ..... __ --i-I 1 f i - � T- I �� __ �" w"ERED / STUD I � k�'_11-1_ "' '� = - k , ON MMOIA, SA w 1K 1 IM Loa N't I_ _- I , 1 1 � . , � 1, � , (sm 1 I I , f, T � i , 11 I "I%" "" W-V It- rf , sHm 11) 11) mmmimm 3 two 10 A ENE vow I 0 " � ; � " I I ­ � " " V1.1.1 'III= -11 I � - �, � , 1 � I i � ; , � I'M/ *1=1 1�1_ - � I I w WIN, ROOF ~ IT" Is A MOWN" FROM Aw w � I ,� ? ! t I � , , exam NNW umzmx 4,009m ft ShM IT;. R"O'D , , � 'i_ PLATE , ,_ _VOO ANCHORS . , " I , - , ` � , �,_L.Iz, WwO 10; WIL RPAPMM To GLASS M " ", I- t STYAD � �,,� ! _0 0 mam cow, nou wwkww m "OL mAn: f i -, STAGGERED W, SHEET 3 1w .1r17 � , NIL" to 041 I I (sm scNeWLE ON S11 L", f 1; ` I ,�o 004CL WE ftm SHAU, a "m V~ a 4 "/ �_, I =32 W�4�� , L t1_1 I R&O"m Ir MA, A A Roomcnom I .--- I 1 vws 11) 00" Mw 12 112, 0.0, p"m , I - I � Ww � S w - , I '_ � w ,-W- ,w ,%!m--m- _ I , I , I _aa W (m W. a, -�m ft- U". - MARV - w AT AN, -AV " ,� I I I .,��_. - - j _-L - = INSINSIT Inv L489M PAtWL 0"NSAL090 OR ,A DO IANWWW %Cow Ammk LONO" Is - I w I bINUT I w -11 ? W m W��Y=Owp,.- t. IRAU_ atm ~m o- FAU-mmamm 0) X.,mwwwwmm I �ZOALZ Ve�r ,22, 93"As""ma'I'ma" "'y Am yva zown"'I'l AND THE 2m ^ = OF OMDA AMM&M, 1w L.) ==0 i SONLE I/a.1, _;T,m0,y,m"O $""###to, iww I - --- ­ - --- ,A ;L - L________________j , m..,!_ ,� X.a . r sm, .." \�4 .- j .." t ­­­­­­ I � � FLO! � IDA BUILDING CODE (Man High Woolty )"fuor cone Zanit) Nm _%�l 1. INSTALLATION ARE ONLY VALID FOR MAX, KS.O. & f 4O 44167 -' z ego Imm W_ M DESIGN PRMt)§E WING (p.s,f) AND PANQL LEN" = . - - 24 SAW MVANIZED SM WORU PANEL =*: i - -, TOP A� 130MM WOUNTINGS CM K AS PER SCHEDULES 04 SHEET 3 (EXCEIPT FOR 1. * : * I / __v ' _­___­__­­ COMONED IN AW WAY TO SUIT ANY ALTERNATE 2W) / 11019comg. CLOIRAL PROTEIVION PWOUCTS, LM "T""'I'Aft _! �, WISIALLAMON. mm. MA. .m SAW"Aw 2. FOR NM WOOD FRAME CONSTRUCTION: WOOD . - ',4.4 ­ pww. DIM= - to-w-p. 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC I _______j %4M -_ _', """"' , �,_, I DEIRMY OF OM OR EQUAL. 0 A, , ­ � owAme I_ 11 11, se �:-,:±::a, 0 'U.� � =_4_w_1ffJ I _�� - 1 1 I I ____ (c) mta �. � -_,; �m Aft, �... Mt. � � --- � . - ___ _� I. sycom pAAa stlpmx VEMFIFD FOR COMPLIANCE 04 AGO _', __ __�: K4S SEEN ORDANCE - 1/4 0 TAMON ANCHORS, AS VANUFACTURED BY LT.W, BUILOEX� INC t�UP�LO) Wft TK 2OZO (7% &DITICALI Or THE nORO AXOM CODE 57001A PANEL S14,11 NOT BE INSTALLED AT WON - 04-10 � 10 AND PANELMAX PLUS ANCHORS, AS M040rACTURED BY' CLOG CONSTRL)CTION PRODUCM - ,�, Ol VELOCITY HURRIGNOL ZONES DOPAO-ZINIE: I - ,,, CA= SCRX = OMICK INNO WAGE SRO" BE DETERMINE* 4!0m0_`2A09*fw11_ OF TNE ADM MIODIONED OW. POO A SASC WIND - 7/46*41 . 51W WW RPSMIK AS OWRIIIIJIM BY 41 POINT SCIREW, JEOIJ & SPECML1Y CO, SPEED AS RMMO BY THE AARSDICOON WKRE STORM PANEL WALL BE INSTALLED, �M FOR A DIREC119DAIM FACTOR YOI-tLkOk MK *SCE I- IS AND ,SKALt, NO DMED THE,KAXC^N1 (XS�O.j DESIGN PRIESSORE RATINGS RMAM ON SKIEM r- 1) MINIMUM THREADEO PENETRATION SIM WOW Or TAPLON MOMRS SNALL E-F 1 1/2' AND Z' FORIELM PANELhtAlE PLUS 31 0 TIM 1214 17, WIL , A40 FANCLA" FEMkE 10- IN ORDER TO MERAT TOE ASOW CONDITION, ULTIUATE DEW" WOO CA" OErZwNEO PER ASa T-IS SHA� BE F1W, RECOCED To kSX. OMOK PRWDRE IMTNG By JAULTAF[.VINC� Ttfo fly D-S IN ORDER To CO_WW 74ME %r NAM" O�,Sroj ,-_,2� ==toE;!E?An0aN OF LAO � POO W WOW FRAME UPS Sh,&k. BE I 1/�Z'_ NO THREADED M" PRESSURE PAIN= INDICATED, ON STIMTS $, 9'INFLU 12 * M IS, SW WE O= AS ftRT OF THE ACCOU""'WREADOO PaACIETRATIO14, 11, 01,01,11 TO WJ1Y 1.1 ANCHORS ON INI 1,E. AS TIMED WICK 071 OVER S1RVS$PbL 1 ,114 INCREASE, IN AILOWWRI $IF= FOR NAM LoAVS *05 = USED *'TIM ANALYS111. FASTENEWS SPACING TO WOOD PAS SM OFTIDallotm * C;J) W&qWV Mt: MTA=g OF LOG SMM INTO *000 SHAU K AS IMOICATEU W TIM ORAW04 ACCOROANOC WITH 4C0. 201 , I STOAM PMEL'S ACNXIUAC� Mik IMPACT 00 WIND WIMSTANCE HAS SM VERITIED, IN ACOORDANCE *" SECTIM MOO 2 Of C,4) MINIMUM PENEITAM1ION OF WOOD 8USN10C S01AL BE S/r, t/4' 01-20 $CKEft 1,13M *OLs- 9 I I Ir WK MIMMOM M MOW MENTIONO CUDE AS PER AMCRCAN TEST LAB DIF SOUTH FLORIDA AMOM fOO14.DI-01 AND #021942-00, AS SHOULD STU= EOST� AND I, wKwum FOR "aus WON No simm PER SM tZ-99 a! AM E MO-02 $"04205, ASO AMUNCAN TMING LAB SOUTH nbMOA REPORT J)I23,01-0 AS PER TAS-20, AND, TAS-2U PRCTIOCOM AND AS FOR CALMATIONS PERPORMED IN AcCURDAMCC W/ %Onw IS04 OF THE C.5) IN CASE� THAT PRECAST STM� OR PRECAST CONCRETE PANELS, SWCOO, 09 VIOW 9004015 BE TOUND ON 114C EXIERNO FLORIDA BOOM =� WAL 04CHORS S14ALA, BE LOM ENOUGH TO RtAtR 144t MAIN SITEXTURE KHOO SUCH PANEM, AKHORAq wou % As mtNoOmEo III c a c 4) At C'4) 2, ALL ALUMINUM WAtISONS TO W 1600-M AUM ANOL 111DAPER. (UNCESS OTHERWISE N=), SEE SHEET 2 (0) ANCHOAS VVEL WE INSTAILM FWACAM ALL OFTME RIXOMMENCACTOAS AND PEOFICADoNs OF Tif AWI�WS MAWl'A"Er. A ALL ALOWNUM SHM METAL USED AT CUOSW#S ,VI ftAVE 310"14 "M 6, PAND.S MAY ALSO 4 INSTALLED HONZOWALLY FOLLO"r INSTALL471M DETAILS SHOWN Q,% SECTION I THROUGH 0 (SHMS A C ALL STM SHEET METAL PANELS VAU IiAer 1TRUCIORA, OUAW STEEL. WN *-W WMN 60 MINIMUM, 4-80 CALVANIZILD -THROUGH V) n(C.WT THATI KFAMRSOA(p $I� HOT BE USED. Elm DESIGNATION wfty� 9" km 10TER, ROLLSOL 91 A' SHALL BE THE lt�l OF THE CONTRACTOR TO VM*IY IME SOUNDNESS OF THE STRUCRIAZ WHERE SHUTTER ft TO Or S. ALL SCREWS 10 a STAINLESS SrML V4 OR J16 Nats SEALES 09 CORROSION R07,W COAIM CARBON ATTACHED TO INSURE FROM ANCHORAGE THM SNOTTEIZ SNALI_ ONLY BE AITACINOTO COMPM KOOL ON Wow FRAME 241 `I, 4, 10 " REOULAR STOW PAW WIT14 W9514S VOR 90', AS PER SECII445 I_Z, A� 5, 6 AND ACTERNAVit$ `1W, 3W & 4W ON EM I 6 SOLIS TO BE ASIW A-407 GALMANIZED STEEL OR AO M4 SFAIM VZONLESS STEEL,, W IN 36 W MKWLW YIELD STPCENGTHL ' 01�U WON ' ' A= OLE M" ZRA .". SYST."CIINO OWNER 04 TEHAN, To SCCUR� ' - ' =V111 ENAtIES& 1=9AF I CANE WARNCNG� 71 AWA46RS To WALL SNAU OE AS "LivhM, 1, 1 � THE INSTALLATION CO~OR IS TO SEAL/CAMY ALL SKITIM CO~W EDGES WHOCH REMON N 40011NUM CONIXT Wtl THE BUILDING TO PRefiv I&WRAIN INTRUSION W 12M - PL GIN " ON /*VWY FACMW BY l,T,W, BUILDEX, INC OAK V-IM ,L�) lZ STORM PANEL, INSIALLMN SHALL COMPLY "I" PECS INDICATED IN THE3 DANAING US ANY SIAL G ANN M RIGULAT S I - 1/4' A * 710' CALM-K ANCHORS, AS MANUFACTIAVE) BY DEMO PAZ P"OED BY THE JLR*DMV WHERE KRUM IS A"VW M t/4'0 . SIA" WLIO-SEt ANC40R% AS DISTRIBUTED 9Y ALI, POW SCREN, BOLT Ar SPECOLTY CO, mm, VF--vw p.sj,) 1 J� C.) THIS PROOLICT VAUPTION DOE PICERPI(VOY THIS OOKEP _& GENCOC, DOM NOt FROAME IN' FORMATION :1UP11E U - 14,�10 PANELMALTE FEMALE E) & 6WEIM&TE, PLQ% ANCHORS. AS MANUFACTURED BY IFICO CONEMnaN PRODUCTS. FOR 6 sm SPECIFIC PRW%Irl sm 00*01Tms DEVAFE FftM TOE PE OANO - 11414 ZAACC NAkM NICHOP-5 AS MAWJPAMRM BY OCWALT� WC, (b) OORMCMR 10 K MWOW90LE FOR MC SMX�TION� PURCHASE AM NNSIALIATION WCLDOIMG� M Sx" OF M PROD= A,A)-AAN1MVM FMKDWW OF TAPCON MACHOM INTO POURED MOMM S144L BE' I Ve� e MR ELOO PMELMAlt AM SkWD ON THIS P,ED, PROVIDED Hf/SHE DOES Hal WJWM FROM THE CONMONS, VETAILEC, ON THIS TIODUMaNT, , . � CONFINUCRON SAFETY AT Sn IS THE COARRACtOWS R05POIl"M� I� 314, fm Zmw-, kouk ANCHORa; (0� THIS PRCIDUCT EVALUATCON DOCUMENT V01a BE CONSVERED WALIO IF 60MED, XA) GkX-N A, SMAD-SE1 ANOEM Sft,L BE EMBEDDED 7/6* 9410 THE POURED CONCTOL NO EMBEDMENT trwo $IV= Stlkk BE PERMITTED. T/r 40-20 SCREWS USED S1,0X1 BE 1 %�2' LONG MININKItt SHOULD Pvc,w EXISI, (4) STRE SPEOM NOACTS SINALL BE PREPARED OT A FLORIDA FIXINITMO ENGINEER OR M*MCI WHICH "a, BECOME THE AND 11 MINIMUM FOR wilu$ wm No STL=1 AND MAX BE HEADED WIEK ON ALL ITIAMED SIAM W/o "END. Par , 'NEER OFr RPOOND e PROW", AND wlo wu SE REZVORS1611 FOR I'm R10V out WITH V440 NOTE PROM USE OF IK = OF RECORD, ACTIND AS A OFLWATED ENOOIEER TO THE PE,C� ENMNESR� $KAU I'SUBMIR TO THIS LATTER 'At SITE PECTIC DRAWN" FOR,ft-ftV. I A_3) IN CASE tH4T M OR 1000% BOARM SE FOUND ON THE OMM W&L=7.=.-.PMIIOL.=i.-n..--il:l"l�lI MAIN SM--TM BEHIND SUCH PANELS, [�) THIS Pzo, YlHAUL aw� THE 01RONAL WAI NIP %p4grVIRS or IAE PROFESSIONAL zz M19NCWE: SHkILL BE AS hVIINA40 IN k I) AND IN A,2)� DONUR or RECORD 4LHALT it, , (0) I - . 14, SHUT" 40NUFACTIANEICS LABEL SN" K LOCATED ON A Kkfty VMWX LOCATION AT STOW - f�� 0 UPCON ANCHORS AS MANUFACTURED BY 1-1, W, RAMX NO, FARM SW477ER V ACCORWACE WITH SECTION 170,9.2 bF PLOMPA BUILD046, COME, IDNE LABEL SHALL Or PLACED, FOR MAY` OPENINO LABELING TO, COMPLY WDA atomm "092,21 OF 111f, " - I 0 x 1/$* CALK -in ANCKVYNS� A$ MkWFACTUIgm W DrINALL fNC FOOOA 8MMO CM-E - i/es x 414� SM,; ANCHDRS� AS OWAPIUMO W ALL POINT SOALV� SOLT & SP%tALTY CO - #14-10 0ANCLukit FWALE 10 *0 PAXELM47t PLUS ANCHORS. AS MANUFACTURED RV ELCc CONST1,11.00ION PR�qoffafjp% , _ � - - 11V P -~ W" AN04M, AS -"WPACTUAM BY DONALI, NO �; '", !�41'. �4,c-p . 'Oe;�r.T! "4, , "N - , IV `:.,ep k 40) MINA" 00AUMENT OF 1APWN ARCROM 15LCO PAPOLMATM AND ZAMAC RM110 ANCHOR, NM �, , FLORIDA BUILDING CODE 11 .-, It Vototity N OQnS Zone) I 4! OLOCK VNIT WAJ� K I 1/4", 40 .., � __11 __11 - Lwx 2 - - . ?�N4 . - � ,"mwmw. m 24 WE GALVANIZED STEEL S70RM PAPEIL r.p, S,Z) C49-al * 101.0-SET ANCHORS SKOLL M EMBEDDED VB' INTID NE CONCRE'K ROOK Om NO d 1 67 I. a OP** ft , m - _____ SCUVO0 SHALL BE PERINOW, W/4- "O SCREWS USED SkIALL BE 1 1/2� LONG MIRIAM SHOULD !w0r, * - __\ ,,,( 10" ' AND I, I 11 - - MNWVM " WALLS W`H NO SMCCO. tj% s ` , ­111 /TiLreco. mow PROM"ON Pmmm U,c - TAM F - � -, vfflt� I . "us"" A, "mmow =Qftw 0,3) IN WIETHAT PRM4T MNE� OR PRM4S,* CONCOM PANELS, MOCO OR W0013 BOOM BE '. , 14=1111.w 1q* =� � a 20-175 "OoRl EASTM WI, ANCHORS WALL BE LOND, vW10" TO mom N4 0")Sla MAIN STRUCTURE Ipm sv � / - I � � .. � wl­ 0"K 04Q000-140L �A -M ANCHORAGE SNAIL BE AS MENTIONED IN K 0 AND IN a2t, iyly,111­ ... I ___._r____.w._ I'll -*V#-, -T-"- *- U-m.mw _.2!=a L ,4 - " I "" , " - "' 0 ot = 44-�,:= I .... m";:4V I ,1 1 �w ut �_-. ,� I., � .... . 1 1 I JNSMU9101 DETAM FOR EtEg LAR X-AK-LD JKQ ROUREQ ONCRm Qg -,--,---CR I ,_%QCK STRUfJUM I r-l" POURED =W.RM _g. POW. =.RETE I A �­E III= 14UPLAVD, I CONCRETE ROCK REOUIRED, cONCRm,0mHOs1E__, CDNCREIE McNORS ISO SHE - � 4 - - IS" -:r S1. =11,10) - 1�_ n* MSTING, KOKO CONCRETE OR n i , I � - - , CONCRETE BLOW, - ,(;) x-Aw, , F_ /41 r ,1. t 7/4' , 1 ". - *0 #1 Tle 'oo. � i -,--,--I - 11 rONCRIEFE ANCHORS; � I -'-'- ___ 4 tsm SCHEDULE GAL - _­ ,-,-,f tAp 1 41 I � SK" 9 4"wUGK f I � � I - ­111 I 11 : � I I I t ! I � � � I 11 I � � I I t I It t � t � F '.. It -cl) i i I 4 I � � I I I I �____ , 0_ W10- It SEP"TION I.- TO OuiSs. 1 18 E SCHEDULE __ I - j/.'W-2ft1* 1 I . 1 4S1.%:;w Ou foo,wom, 1- mm 00 711�n ,L* Amus 4 W-P '� 4 W A, AN" - � I w n � wm oft 1--�n . 1 � I i " ; , � � g - ,�, - I � � , � 4 1 0 =9 01. SHEET A) mm k" - _ -_ --- ­ ­ - I PANEL LENGT14 I QM SHEET 3) - ­­ I ­­­­ - I - I I 1 i � � f - I I I (5a SCHEDULE t � ON SHEET a) � � � � ., 1.* INN. � v "� TO I I PANEL UENGTH -4 - PANEL LENGTH CONCRETE A600" t--__--__,t,_ - 1- :__�_ �, 11" I t__�__� It __', - - - I (SISE SCHOCOLE t (SM SCHEDULE ; 4 SHEET 3) ___�___j ON SHEET 3) 11 I . - 1-1- 5mu_rS a - 1 _01 54ft A i 1 �, 1 � �; I OF V ExlarnNLA GLASS It __01 j I i EOSTINO w"ES � i I � I L 47� I M�� . �2ft I a" OF v i � I i i i -01 I � i � 11 q , � I T i I � ; i r-P, I , __ ­11 � I � I i =.-,L,,, 4 I � E* �� I � I I I � I � � Eb, � I I � i � 4�2- 11--i ; . �� * 1 A-- ,,4,, -s 1 I _Ja` i � 144 � � I � e zxsuwl m , NP I � CONGREME 08 ,, " 1 12 1/7 O,Q� I � L-1 - i (PS APPUCABLQ� , i I I I - L_ i 0 , I'V*A, off, Z WSW% --ow " wc Opme" a" j_ ­­_. I . � � � COKCRM mC"_,__, tw SCHEDULE ON - - -,-,-----I - I __iu'� � 1/4 wwr I -,I' ME,L-', " " , I . ­--j­­__.J � I SmEE13 9 THBOUGH 10) w1owywmNs" AM --&TQ!= SET & CKK-W ANCHMS I � �. 1 <4) ARE WSW *" WHEN COSM FOLM Cot"CRETE ,-",bR CoNcium Rom RANELMATM ALTERNATE WNCW!L, L-P. molax-m-LEM I z CONCRETE ANCHORS � ARE USED. WAVOWD. NCHORS ON Smagam W/ va- (SEC Soowomr va-Ts 0 O%TwCN to) m.rm-.- I.) iub 11 UpJAaMa i5mo I'll, "I _,�_ � SC�Ar 3IA9-1 .- I'll, I'll 11 - A MOUNT ,j it H . � .._ 1-­ _ - I , e � FLORIDA BUILDING CODE (Wn Wftgb Vittoolty N[M woolty 14M attlat zone) I F-D. - EDGE INSTANCE i (AJEE MKWLE 04 , SKETs 9 & 10) . � E� 70P & SOTROM MOUNTINGS CAN BE CONaNED Ot AW WAYTO SUFF AW I * 0� 4416�7 1 Lf' '� s 1. * .1 'o lj,� ' STATE O�: el�t I �1_ S,� ,** ,�ORigt".�§'�� , - 11 - 44m 1ILMA m� Z4 CAM G&VARM pm BMW PAW - 1 1 111LIEZO S MW PRmcTION pstooucm Uc� ,:_.��,r 4=11h!'30O - -wr-mumurm FAI OWN vft I '"InIna Am, INSTALLATIM �K­72: ,�, eu- _,p_,mv_,Awx� I ­41 �, (q&qAvs-7MA,AK- (aft)"I'mi �, � 20-175 Owma N. " " - , - " I 19 `N`2 , -, - � - . --�, ,,n I I xrl.jtwto�,c FLA, - 1, �� �� I wo , L . , I 1z � am ,.Is ______ I i I - IN$IALLMN DETAIL,15 i REGULAR _EAHELCDJNjQ_W= __�_,____1017 —.1r �';�� Y, x I . , A; / � XTrAAAArE Up 0, !�v " ij , " - ­ I,- 11-DrAlm ex w ) 005 ,_/�, " I � = m SEAM, L w ' / ' � ' I ,", _11,_1 , - l! ��, , " I ADWUWf Of EXISTING WOW -' 11 - , 41, ti ,-� BEAM TO BE CMF" FY - � _� 71 11 REGISTERED EmNew OR ,,�e_A__Si 17-1 �� 5 ,� '01 , -11, __@ ARCIRTECT PRIOR TO 1 , I I I ��, 1-1 __ i I I I INSIALLATIOM /' / � ANCHO" ALTEMAM WOW Asc�� __1 1. . I -, 11 Mft,,- `t'. I -M."N"DSCHEDULE ON (SM saotta 04 , , ','I �f Imm � - " " --I, 17 1_� **� � ? -12, w i SHEET 11) SHEET 11) 11 kp I S., = N, /11 / . I �1 h ,/, 1p- 04 IFUDt"�-,"'. I I 171 I 11 -1 I - _j 1/4' 1 vm. =4EADEf ,,,_,, X, I/Z -- -,----- ­1 __._____,__ --I �j I I . -- "I �, 11-11 flk I T_ I I w-1 (9:l � � , - MOW � i � � � ' ' I . WOOD ANCHM �': 4 "" 1"2 -� I � U i It i ON- ", / N wk, " I , ( 1, =Er) I I � I <, � � ; 'j I I lw� � , /711 1 71 I _T i I � - - � Wi 1, .1 � vi I D"'N' I I ,',"* � SO.W � " I I I Ift 7 W. SEPARATION TO GLASS, , , 3 - , � _WWA&V I r- �ea SCHEDULE 90 SHEET, 3) 11 - 41 11.� . ­­ ­­-�, --- ,­ - - "a PANEL LENGTH I lftg� "' 4. 7 � I Z%r -:'- "'t -A 1� , ­­­j�­_ WE WROQUIE v mw� " =='r_.n ON stim 3) ! 4-- -----,--i PANEL CoNCIN . I (m SCHEDULE " [ � i i_____1K-______ __ ON SHEET 3) B =1119 - �A_-_ -----I - . I � I I I I � 'L � ___,�_ I 1­­�­ l _@ � � - � I I - � I I - I 11 66% � , _(�) of *1 I Ill?, I � !,--OF V .1 W)L i � I T 1 04-- _@ � 1 4 - /2* O.a I � i - 7, 11 - ,. - � � � --- _____A_____.__ _--i I I , ) � , , - I , � , - 0 I � - I ­1 - � iQf�w ________,___J____J +.- 'N' ,--, I ­_ �� - i I I I- i �,', i � t� �- 0--: � 1 77_____ �, 1 � 1 ` �� , �` j �� , � . I I 2 , , , 1 I ----I',--- WOOD g'-, 1, i I ", �� " , a =;aw ma- , , , , --' NX �_-_ , 17:�,' , � _1_000 ANCHORS - � 'I, I, �� ,� WOOD 94DHM ­­_ , tSEE WHEVOIJE , 11 � 1 � � � - I. .r. ON , � , .It" ) " , , ) " - ", ,�, �, , i , , SHED 1, w-, - ,,, , L � " �i� � "I "", I ] I � , I I i -, -, 1 �, , , , , , � . � " " - , � , � � --e msn-- � I - amim 'Hulfiom MUNK "I I SCAM S/S.1. NOON I SCALE 3/S­1- A, I'll, "_­, - - __ -----, - .. .... I a4r� �T��, I ��� & .1 NM 44167 �. g FLORIDA BUILDING GORE (Mon fth Wolocinftty .0000 zons)l I� INSTA"TION ARE ONLYVAUD MR MAK, J,SQ, !*� I -- - .� � - , I I TOP & BOTTOM MOUNTiNGS CAN BE DESIGN PRESSURE RATING (gf) ASO PMEL LENGTHS 1 '. � � ow lkvo% W_ 24 CASE 0ALVARLEED M STONW PANEL KAI COWINIED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON S" 3 .* I ORMIN ft" -,..--,- INSTAUATION� Z FOR NEW WOOD FRAME CONSTRV=N: WOOD . �­ 0­1 � .9 �� - I ' \ muricnoN w/v/%" OR ; 11: I ., PROMM, "' am MEMBERS TO BE SOMERIN PINE No 2. W1 SPEC c - � I I - DENSITY OF 0.56 OR EQUAL A= at Raw ImutO I -A �� �, -�­ ­ PKIB-1 754% m " -AM - I-Ii, �. I I 01010044 ft. i�oNkl - 011,0KAPTO I I *�. I AM~ I RE- I w - - . _ W=1H,t2n J2.- I ; � I= . , .o, _4­0 (3) (3) c_ (1) -0 —m > CD r- -I- 0 L_ a) L_ 0- = _0 2 a) = C:)- cd 0 -0 CL . . i5w 0 10 -4- w a) -L- = a) -0 0 U -0 -0 a o 0 s- -= CL) s_- = .2 u- — CIO 0 tu " 4- 0 cu >. . cn a) -4-0 " 0- . r- cn m 1p ILV -4-4 0- �_ -0 .= cf) < a w mi U) _,�_o L. a) (D a) = -*--a &--a U) :3 m > 0 L_ U) CL CDL < a) 0 C =3 -0 M 0 A 0 a) 0 L. cl) m " m =3 uj 15 < z z < _j 0— I SHEET NO. SH 1.0 1. - _�1*1� . , IT, 11 - L ! L . - L ­ , L _­10 I 1 2 - 4 L I ��'�`-, T .1'k � � - ji " - ii , . ,,� �, I ,.I,!, L, ., r, .11 �, r; I � I �-i � ''I : , � f _]� :�j � � I I , I . � � �L; f . - . � i , : f !�� . �� . , , L � . 1� ". I . tL, � 14 ., ­­ ,,�,­�4 "I . At � I - . . �54t C SAEETY E-Z HANG STORM PANEL (1) SYSTEMS niJ OR LOR "'tiY 'V A➢r 31 a VA=4 �. & 0 fP14tE 2' , 3 rT ALUM a8 _ (A/7 aaas T6'Au m #wrrt Ault , ANGLE WITH 1/44 s 1 314' 4 L�, 2 1/2" TARAN 6 IY O.C. ' ..i" iQR. NRID HiMNL1 #L WN L1, 4... i M&i. &ACM tii }•.x{ W00a � POURED p V.�' 1! Ile* x 13/4' �-y RFOLM CINHC�"NE 6EWN q -. PMY4IHQR O €}' O i 2 llr � 2`AW LRAM �' GR `� .m MIH ttvf MKi '•. 1 1 4 6V / Y8n 7PIRAIE IEtA CU0ATM31N I' Al .; r • 1Z` O,C. k ! }' x }° x DOS° star. VARIES 2* d' P .E :OOfiS. r ' i ! M.W. OR 4ias. AL 90< L ANGLE 0R x Abt1" af. b-N#S4 HEEL O PCA27EO CO'HCRETE. COHCN'NE `. _ q 1. ,. �,... M6'fK N.I/M. 6CN1" PN7E' .' NOGG 2'A 4' ,i2.6,`... ..' 1. ,.. BLOOtE. d, R"Yi' 1WAid' 3106-H14LLOTx�'.�y TEGeatt® w7 2 1/2' cold, AL ALLOT A 1 n ! t70l0' �4. .. ALUM. AtNAE J Max. N CAP ax s ✓• "C-L Ak 4 OR Wad+R astav w/aAC1INUT Carl AExA. AHrLt CASE A (PLAN) CASE B (PLANE CASE 9 LAN) CASE D .(PLAN) SCALE 1/4--l' SCAB 1/4--l- SCALE 1/4'=t' SCALE 1/4--1- SOLID -SET OR CALK-W OR QAD PANELMATE �. r P010Ep CONCaasE „- ARM M 'FEMALE to NO ! iTR CtltCRE,'E < ., BETTaM p# pAM31M1E PINS + '\T , - 1,5X F1XH1E6 CAHC 1 B�f O9 2 -4 wUW : -, $A7E'T # - ON (�. 9 ROCK { OPR#C . SCHEOUIE STIFLE PAiL0. GONOIEIE VA131ES r AS REaUREG ID k 11' ) 's4" 2 iKKm a FINALE T tA4x .� MNN, Rom' ATE DONi,'REIE PRDiPREO qr-� l ale j i FRONT A '. ,_...� " "' .,`"' ,ATE 5' 1Mx (rkvER CUT END Ph�To ) A x.a s��} .r aq.eaiP HHIMN#IpN /{44g64'IO 3M2F A. r NAB ME,(PLAN) a,'i%A ?�[fj 1a . SGLLE 1/4•.,' +'0t4 Y�DIRECT MOUNT & r ••'' \,{G� Ij`E• :�p Z. PANEI L STALLATION AT WWNIS W / - NO, 44167 SURFACE LEVEL VARNTWWIT NS HIN ale : Wr f FLORIDA BUILDING CODE Non. High Velocity !lurricone Zone f CASE E (PLAN) CASE F !PLAN) -3l% x5WT OF 4 02m ,4IBPa. A 24 UGE GALVANIZED STEEL STORM PANEL rP. SCALE If4"-,' SCALE I/4'=1" 1L`'-.- /LIRID.'4y, aWgl,. 9r �� y rr IL I C GLOBAL PROTECiIOti PRODIIG'iS, U.C. � mm..� 1No. 4T Hfi�)M tr i Sae4D0�00 -S76WW- a.l SXn6(0�-$77P 20-175 MwupPI0NF 4onmYlyCMNarHP - a Of Is (VALID ONLY FOR PANEL )INSTALLATIONS AS PER ALTERNATIVES TIN THRU 4W, ON SHEETS, 6 & -7) MAk A.S.O, MIEN PRESSURE RATING (P.. T.) MAXIMUM ANCHORS SPACING IM E.D. - A$ SHOWN ON SHEETS 6'& 7 MPUCA&E TO ALTERNARTIE� � COtaBH ANY OF I�HFRI MOOKWUM PANEL L€RGHN: TAPCONI LAO SCREW PANELMA� PANVLMXTE WOOD BUSH MID IT Is- IT IT 13" Ism 1 r 1 J 73' € 3' IT tw (OTIOM) 6 1/2- 6 Ile 5 1/2' 6 1/2- 5 1/2" Ple (TOP) - - a 1/4- 12 1/2' a Ile• Im (BUTT:') 5-Or Ir 8" 8 e• - rR P) OR LESS 8' 6" a• sw (00TTaM) lr IT Tr 13, 13° Me fW) +•45, -45 OR LESS 13, IT 13, IT lar 4w M i1" Ir 13, 11. 8 1/2 is (TOP) Is- 13* IF IT r iW 6 1/2. a 11r at/2- a 1/2-' 6 1/2" 2w{TWe) - a 1/4` 12 llr 6 1/4- pwxS',I-04° 4 1/2' 4` 9 4 1/27 4 1/2° 7- 7" (OTrOIO to I/r 0 T/2' 12" 12" 4' (TGP) 1f6FnW Ir IT 13" IT,6 1/2• • 5fE 1'ABIE M1 FOR MAX' A.S.D. DESIGN LOADS & MA'X_ PANEL LENGTHS WHEN SPACER 15 USED, CORRESP()NDINIO ONLY TO ALTERNATE 2W ON MEET 6 MAX. A.S.O. DESIGN 'Lolm AGE MXIMUM ANCHORS SPACING FOR E0, a, AS SHOWN ON SHEETS 6 A, 7 APPLICABLE TEgRTO G'1A6AMd` XY4 OF THEM MAXWUM PAM1D. V (H') TAPWN .. IAG SCREW PET] MAT P ESL ATE WOOD BUSHING 13• is* 1r IT 13' iW (TlI') 13' 7T it 13' 8" To, (BOTTOM) a if2* B if2` a Ill' 5 1/2' 5 IJ2 (too - - a I/4' 12 1/2• 6 Ile 2w (WIT.) 6 T 7 112, 11' 8' - 3N M LESS 7 1/2" 6' a" B' - 3W (BDrw _ is, 13• 13, /r 13" 4WW (MOPI ial5° -48 TO }7g, -14 13* 13' tT 13" 13' {W (BOTTOM) ,3 1T 11. Ir 10, .W. ) Ir 13• IT iT 6 Ili' Is (BOTOM) B. 1/2'. a IJ2' a If2' a 1/2' 6 1/2" pw (TOP) - - a IJ4`... 121/2- 61/4' (WTL•) >O" 4 I/r 5' 7 I/r I/r 7 1/2, 5" - a 1124 W, S'.. ^— SW (BOFIaM) IT 12" 13, 13" 5l/Z" jRdP) 1r tr IT 1T 10' 4W (BOTTOM) + SEE TA1 X /i FOR MAX, LSO. DESIGN LOADS & MAX. PANEL LENGTHS WF(EN SPACER IS USED, CORRESPONDING ONLY TO ALTEIMIE 2W ON SHEET 6 pu A.S.D. DLL( i= PANEL LENGTH 40 PSF OR LESS > 40 PSF TO 50 PSF > 56 PSF Tp 60 PSF 5"-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE !D OR PANEL MATE PLUS ANCHORS A W/ ON 5F' tpttti Maz 1/2" D:C, INST'ALLABON DE.TAlLS INTO POURED CONCRETE EQR WEE 5AFM PANEL 09 C01NOF_ RLOCKK STRUG U[ DES 1/4`I TAPCON _ POURfO ANCFgR O 8 Nj.G y I, '^ CONCRETEOQClG RMUVN E-p- 1f4`I TAPOON_ISm POURED .ANCHOR O 8° O.C. r COONNCCRRE E L�IX,YC RE RARE-D-. CONCRETE ORI'K CONCRETE REQUIRED. BIOCN 012 aim, PANEL LENGTH (SEE ELEVAnOW ON SHIM 12) .;SEE SFEE75 19 4U is FOR ACKM rfm & SPACMO Polk R400LATN9NS wo WOCO FAME 6U40MOA, MINIMUM ANCHOR SPACINGSMO V NWUM EWE MSTANCL ARE IM OOM tM THE; SCHEDULE. FOR Ea I= THAN INDICATED ON XWEOIIE Aft= ANCHOR SPACING BY Ml0.TBN.YIiB ACa1G 94M ON SCHFAULE BY THE t0T1m.MNa 7A01O173. FOR THIS OPERATION TO E REm10ED SPAFAI: ORiAMED USING FACTOR 944L tow IE LESS TWA NOMANN SPACING NOCATED FOR EACH ANCHOR TYPE ON THIS SCMaTXLE- Nitm mE _ Ile, waoN ,frs INMAAM. AM04A WAOMO DA3 3 3 'Ae,aaAmc Taeew �% 3 3 3 3 in naMxaiaL 4 pyA O.J AC2let DOE T16B21i tEDJ FORM r aAb ILO - 3,1r ' Y/4•F PA7NELMATE ANCHOR. (BEYOND) BCNE. 3 awl E'Ue (VAUD ONLY FOR PANEL 1D INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) MO. A.5,D. DESIGN PRESSURE RATING MO1M M ANCHORS SPACING FOR MIL ED. PER SC EDULE BRION APPLICABLE To SECTIONS MQQ WM LENGTH ( ) MAX. A.S.D. DESIGN �SSORE (P� 10003 M ANCHORS SPACING FOR MIN ED, PER SCHEDULE BELOW Swr4m d �, PANEL LENGTH TMCOR SOLD -SEE FEMALE n) PLUa 7/J,NC-WU(Nt CALK -I# 8 TAPCON -,w PANELIMA FEMAI E t0 P PLUS ZAMiC-HNUII CALK -II TO To - 10 to &D ro W - lO. NNiAE1E WNmQE7E. - C. OF ILIA 443, -48 LESS 13• 13' IT IT IT Is' ,T 1T iT IT it 1 (1" . a 8.e� aR LESS :I 1,-45 ..55, -65 13• iT : IT ( IT is, IT iT 1T Ir 13' IT 11 1/2 1 (TOP) b-a CNLY LESS tr IT IT ITis- IT IT IT IT 13` IT 1 {BDITON) 13' IT Ir 1T 1T 1T Ir 13, ,3` Ir 13, It 1 I (007T0la) iT 13, 1T is, FIT IT IS 13• tr IT ,3' IT 2 (TOP) IT Tr 1.IT IT IT tr IT IT IT YT 1 1/2 2 (TOP) t3' i3' 1 ` 3 13' Ir 13' 13' T3" tT 13' 2 BOT7EM1 ( ) T , r }$` t 3`IT ,J` 1T t T 1" J Y" J 1r I3" 1 #- / 2 (110TTOM)13' IT IT t "- ,r 1T IT IT' is' IT IT f1,,n 3 (w }- IT 14, t3" 13' t3" 13, 13, ib` iT 1T iT tI 1/2 3 (TOP),3 I/2 2 T/2 a If4 2 M1/2`1}-iJ2 _ 6 If4 .. a YJ4 S (BDrIaMg. _.. 2 1 I 2 /2 4 i " /4 61:4° l 1.2"721 2 / / 2 - - 6t % $1 4312 f {ROlIOM), a aa a a B , a ffi•. 71':{ /2 OP. G) • 5 1 r / v B" a• 6 I/2'. 9` 71 2" f a 6" 6' —e a- -- ♦ (TOP) B � B a - ® B - 4;(BOrroIW a - .--.- 4 6 - 6 - e' - - 4 {BDria+q -r i • i3' _° t3' Ir t:3" __.., r3' Y3` 1r IT 13, 13, IT ' S {RIP. ,3` 1T IT is. IT IT IT 13" tr : Is. IS" 1T IJ2 5 (TOP) 57 3T 13' T3° i3' 13" ,T 7T 13" it 1T 73' S [BOTTOIQ 1T 13' 1.3" ,3" t3` 7J" IT T3` 13`..;. 13` 13*.. 7I 1/2'(1P3Ti0M) IT - 13' 13" IT 3 i3` 13' 13' TS° I 3 t .. r 13 (TO) a p 1 T iT T3' 1T 1 T r 1• 3 1 r Ir 3 ,' 3 IS` tT 11 12 / 6 (Ft1rG' - b 1 4' b 1/4` E / 4` a 1J#� - 6 tfi" 6 IJ4' B !"): B 1 T 6 Ile^ :a IJ4' 6 1 4' - - B 1 6 (BUTT,+,). IT b" IT IO I i Ir 7' is, 7" 7 112 5 1/2 IT 4 1/ I {TOR) i5,�, W ti'-"t IT 6' Ir IF Is- 6 1/2' IT 6 1/2- 6 llr a IJ2 IT 5 tJ2' i TO 13' r f3' 13' : ,J" 9 "1/2 IT 9 Ili 10 1/2 7 1/2 Is- W 1 OWTOW) : IT 17 Tfr IT IT IT 10, IT t0' III Er IT 8 I12* l (BOTTOM) /" 5' 73" 10 1/3 - 13` 7' 13' 7' 7 1/2 B ,J2 13' 4 ,J}` DaP) 1T 6' -. J' tT 7r 6 1/2` TS' B 1/2` 9 if2` 6 if2' 1r S 1/2` 2 (TIX') 7" 13' IT Tr 9 1/2. Ir 9 1/2 i0 I/2 7 I/2 IS• 6 llr 2 (BOTTON) 1T 7 IJ2" Tr IT IT In' IT In" 11. T Ir a 1/2' 2 (wirraM) r i3' Is- 1T 9 112 1T 8 1J2 10 1/2 7 t/2 7T 6 112. 3 -(TOP) IT 7 I/r : tY' IT IT In' IT Is' 11' W Is' a llr 3 (TOP) 12 1/2 12 if : a I/e 0 1/4' 12 I/2 6 ,Jr a Ile' a 1. 4' (BOTTOM) 2 %/2 I2 1/2 6 1/4' 6 1/4' 2 1/ 12 1/2 5 T/e Bile 3 (BOTTOM) r 6" 5 llr 7' 3 1/2' e e ♦ 1/2' T 6 Ill' r (TOP) 7 1/2- r 8" r r 4` 8' e 4 1/2' 3 llr 6 1/2` 3" 4 (TOP)a' Fir,, - 8` - 9, - 5 1/2' - 7 IJe 4 (BOTTOM) 6 - b• -• a• - a' - 5 1fr - 7 7J2" - OTOr10M) /3` 13` fi3' 9 1/2' tf2-i0/2 7 1/Ir 13, {TOP) : is, a if2" 13' Tr T3` 10' 1T ,0' lI' 8' T3` a if2" 6 1T 1r %3" 9 1/2' 1307 lfr 13, fl/�4' (BfflO#1)� 13" a 7J2A TT :r3' Ir Ta' IT t0" 11" 68 6' i r 4R ? / 1 T1' r 3 ' T° t 7 } / 1 S 2 / 1 3' ATOP) 1T T i 3' Ir t 3" 1 2' J %3" 6 F 2* // 9 7 2' 6 1 2`t J - - B 1/4" 6 114• 8 Will Ile - - - - Bile (BQT1.'") - - a..tj+F' d 1 4' a ve 6 1 ' SEE 94M 11 FOR ANDWASI ISPE AU:SPAC04 MR OW44AMM 0110:WOW r%" S ILANDS, e W WUM ANCHOR SAAMIGS AND MWea1M EAME+ OOTANCE ARE INIXATEV ON " SM"U E PR E.O. LESS THAN 410ICATEO ON SCHEDULE REDUCE ANDS SMMgND N1' MN11.tiF1.Y/Ad 9PAOHIO SHOWNQR SCHEOM BY TOO! FauAMINO FACTORS. FOR SINS OP€%3hm110 or Pbssat REWICED SRACMO mmm USING FACTOR WALL NDT BE LESS THAN MINIMUM SPACING MAXIM FOR EACH ANCHOR TYPE ON IM5 SCHEDULE ANCHOR 1i'PE 1/vAr 14L Ile* Yes I/i4 vim 9tl-M n wr b."o MMM! CA" - wmam MCI" 5141CMG C.) 3 3 3 7 2 lIr 2 In ►0WAUMWr3E (N.} 3 3-I/Y i 3 31fr 3 DWAN�= 11 3 : 31/r 3. If2• S 1n 3 1Ji 4 ACRPL WIC me" FACTOR _ -- .: 3 'Ir t41 R34 - �Ab ,_ �• AN3 1.00 - I.W up SPACM ONLY VAUD WHR4 15 USED. SEE #i FOR MAX. LSD, DESIGN LOADS & MAX, PANEL WHEN SPACER IS USED. 7=&:I A AS 0. lTE4ffNiE LOAD MAIGIMUM PANEL lam 40 PSF OR LESS 6'-6' > 40 PSF TO 50 PSF W-2" a 50 PSF TO 60 PSF 5'-I0" A MAX PANEL LENGTHS ARE ONK VALID FOR INSTALLATIONS WI SOLID SET ANCHORS & W/ SPACER AT 12 1/2` D.O. (SEE SECTIONS & ALTERNATIVES ON MEETS 13. 1A, 15 &10) 3 VAX R-IA/13. R-2A/13, R-W14, R-18/13, R-28/13. R-7�/14, r MAX. R-TAW/15, R-2Aw/15. R-3AW116, R-1BW/15, R-29V/is, R-30NY/:B. O d L""} L± 0 O Rai I Lf2 1' PANEL LENGTH OVER r-61 fr-r O .40.0. -40.0 P e.T. (W/ QVE w MID Pmm LENGTH BOLT) ----------- r-8' a +50.0. -04.0 PAT. (W/O mvft.Ap MID PANEL. LENGTH BOti) A A -a LENGTH it6E 2 A2x wva€I. AT ALL MOUPITI>45 �. t i 1 tj- LP ;4 I }y f : P MO ANTI TTQM: CORNETTS ` 0 Or /� WING NUT AT -! EMRIOR . WINC NUT AT Hay NWL LEFT' PANEL RIGHT PANEL r MJUII t INSTALLATIONS ONLY VALID FOR KIND 1 t' WIN, R-1A/13. R-2A/13, R-3A/14. R-10/13. R-2B/13. R-3B/14. T MN,t SPEED UP TO 170 mpJ - R-,AW/1S. R-ZAW/15, R-3AW/16. R-/RN!/t5, R-28W/15N R-'.�Y�t/i8 - �AµCHORS (SEE SECTIONS A: ALTERNATIVES ON SHEETS 13, 14, 15 de18)---..—------.-.--_---. LiFE SAFETY STORM PANEL ,/4 MX GAP ELM (t) _ �-- SCALE 1/e-1 ' 2.697 "'- STt PANEL (M'M 1 �E �Y) M j StD�� PANEL C 4 Il4 � f— o MAX, GAP �C. ".- _„��� LIFE $APL'rM PANEL FLORIDA BLIO"D(ND CDL1E'. Nan High Yo(ocI Mu loans Iona ,A#ORIDK • mma IL10:0, INC. 24 GAGE' GALVANIZED S FEY. STORM PANEL `pY A #IL p G, GLOBAL PROMOTION PROiNlM U.C. DOE, Lao➢ S:W. ai STREET . .E„i Ax 3. re Cie 314, tt4Pe, A >xlo ➢NA[. N:. }3314 20-17$ SCALE 1 f4"rI` Hww , fm1-TAM . w. • a-,o, r»s. (a14ja>m-`mHd. ixX: isA4-Trot IIOba,Y -rW- .kA r Y..IPer OM1MN4D N4: PE 97LJSiH4a18E/b51E ML1FR A TILT Jr.. P.a lt- # 1M® ,7 Q le NCO MI. OR BLOCK =qmw T 4"6••2Lhs1' S•a. HGn.TS W�6 I � l i (USE FOR PNU#i LEAICTH i I I 1111 I i t I I I i M nEGUtAR STORM PANEL REGUVAI STORM PANEL I 1 11Fi SAFEII` STORM PANEL tl I � t S,S. BOLTS W I w e i I i AT EA. " ;s4 I i 1 i •, 1.. I 1 r _ r 1 {� 55{9t N)'4 -f"77 �M STRUCTURES It } ! �1 - y NDIOpe �' FtEM� . �" , FEAbER � � �`'`• � w FIELDER �/-_ ,. 1` 1 4'e 7APC#1 1iJ4Y 'APCX%1 O.C. f l , ANCHOR a 9'@'` O.C. ,. 1/4'e TMaON (i 'I rl It. O @�' O.L 11 , I € 4`F TAPCON O 9' O.G. ,,N� `-1 !. !MAY. 1I}J2' ,%4• ( •r%+ / Xa b ,f2` .IJ4• �.. 1 1 :NAIL.._ ._...- in• i/4+ .✓ 1U 1 2 %7M4 t tV 3 - ) -� i /M2`-.� 1 I '4 0€Rt3R/4Li..p eGU3M f€,It=}IO�tca'N ) 6X4q#tLNy.� pq!-� - N4(SEE v r DIAAS`4 �•� •.:___-T_r-_. se`cc«9^-^ PANEL LENGTH (I %.1...,...'%R w. FYISTIN11r;t I�k a4A NAl swbLGLASS`^"11 A..._-- �� 1' Max. 1--'-- % t '. PANEL LENGTH 6° II M., �PANEL # El LENELEVATION ELEVATION � ON SHEET 12) � LENG111 n 4 (SEE ELEVATOR I i ON SHEET 12) ( ELEVA ON -__ ^. ON %W €2) p I 1 4--- ry ( ! , aH SHi ,2) i `...�1 1 n ,• Mn.11 `✓ I �'10RA it • "--- cPiu%nTKkf'- i GLAM 6 � AJ i n n n a V2 f ` n 1a GSAss E n a i L/2 �E�E"AP1+GLASS- sI2 • 2, Do. 1 � it I : ,] . sr i IG EO..r,"( "`*--.,i 1 1'•�"'3;S 4•Ia ! ♦� �, 11 ;p S 2' 4' REWIIREO I Ira,,` J I fn i� 4^4 rN±ctN i y u 1...4 :, CC. _ ,,,, "CON 3•v4` I 9 ANEW 0 9' D.C. PLATE I 4 M� 1� ! t a,. STAGGERED WSTU. .. IYNM"S O „1 h' STA00ERE0 ,.. STUD / _ I - w0aa " try, ! I t s REQUAtEO j i 4 TAPO{N# q @" O.C. x4` �. i ( I' ....�,:-. 6 REIN REn `4'I- L REatNm:O 1 t 3 r P O 11 1�iIXi R-1BW!t 0 LiFE SAFETY PANEL WALL �1iOt1*�EM scN.E 3Ja-T• 4 ' � OHM#% p T/ °`•`. ALff.BlII+� i I L FIE Y�LLLyI�4LR71t� - 1. INSTALLATION ARE ONLY VALID FOR A,&O. DESIGN PRESSURE RATINGS (R.B.t)) AND PANEL LENM14S AS-tIa^} PER ELEVATION ON CEO 12. y1Q;' DENS z 1 .44167 '} i = • I s "O'• STATE 0 r FLORIDA 8UILD(Nf7 CODE (Nan Htgh Vet HurrioOne Zone) am 11�0' Ma- 24 GAGE GALVANIZED STEEL STORM PANEL Dww IN, He � GLOBAL. FAROTI;CTfiQN PROOLiCTSA t1G.. 07M �6R c C !N#!e, Z- FOR NEW WOOD FRAME CONSMUcnOT4; WOOD MEMBERS TO BE SOUTHERN PINE No iR, W/ SPECIFIC t •. 5''.O,t•' , FEDRi4 ,.• �. a#M'a-e3 ' •. .• Hem Aw Aq x w aae, i%AANH 0 COnmra 'y °t�"�4Y't-,a, PHEFffi 1894*-75Mq, &w: AI mom MYB,11. 333t4 20-175 FNO (86+}E9I-a»r DENSITY OF 0,65 OR EQIMS. SI� '+Xiaa714 r w w4 tuR€f0+,€��.. ry1ryN .wN- A %1AiT Mi'4 At , 14. x WmMT to CF iq (VALID ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAY- A,SA DESIGNP PRESSURE } MAM M ANCHORS SPAMO FOR MIN ED. TO SCFIWULE BELOW APPUCA6fE N ANXINUtA tE i (H.) MAX. kS,D.. PRESSURE (P.>atRATI} MXWUM ANGIWRS SPACING FOR TIN E•D. PER SCHEDULE BELOW Am"XAB1,E tAg12ta184 PANEL LENGTH { ) TAFWN SDUD-SET PLUS:7RMA0-mmum CAUL-IM TAPOON SCUD -SET FEMALE To PANELMOE ZAAAC-NA JN CAi.N--6# N - TO maraO TO To W . TOcmam ,6 t/21 >+85 -66 s0 +70. -75 I3' Il' ,T 1. ,T 13' IT 1T IT -. 12` - IT - TV t D- kESa -75 TO +tA t a IT 6 IT I 1/2 13' 6 i IT 6 1j2 7 11r 1T 4 1/2' t 60 Aims IT it, 13' Ia- 13' 13" 13' 13' f3` %2' I3' 10' , OIDtTaM) Ir a 1/2' 13" t3' T3" 9" 1T B' - 1a" 7 1f2' 1r 6- f (94FTOA1) IT t • i - tr ", 13 _. t3 1J 13 I3' f J 1 2" i 3 +• tC 2 ITCH') f 3 9• . is- ,0T / 2 13 a1 /Y 1 T ai 2° { 112.5E / ' J2. • 1 3 4T 2.2 / �) i T 11" 1 T 13' r J• � • 3 1 3' 1r 13• ,2` �a^ 10 ' 2 (BOTTOM) tT T' 13' IT /T 9 t' ✓2 ,T 4 1 I2" f0 1 l2 7 1 2. /2 13 " 6 2. 1 f 2 () 13 YI` 1 3 t 3 73 t r 11 1T 13. fi# t3 TO DOP Y3 r , J : 13 T f , 3 f 2 3 /�_ 7 } / 13 9' (TOP) - -- i' I 12 1 2. 6 Ile a 1/4- 12 1 12 1 - � -• 6 14' 6 I14* 3 (BOTTOM) --. - 2 if2 2 1/2" a 1/4" a If4` 12 1J2'.a'1,fk'. - _ 6 1/4` tJb° S (60TTat1) b" B" '.. $" 13' �. a" 6a 6' B 1 2 7' ,C .. b' 4 1JZ 1. (EDP) 7 3 $" 5 Ili-,- 7 3 3/2, 6' ,t * $ t/"#, 3 d 1{"�` 2 9f2 F ) - a„ 6,= - �« - (Bttt�J �"` - s 1�• _6' - e - s •/z` - 7. - ", t' IT 3' I3' 13• IT I 13• t2' is, t0° s i. '. T3" Is- is. 8' IT 9' ,a' 7 iJ2" 13" B• B.(TC'A") T 3 11' , 3 1 r 13 1J I3 tY 1 S f 2 1 3 ,0 (BOTTOrJ), !- T 7 13 I J T /. 1 T 9 %2` /2 J`} t3 b 3 (BpfF4M).. TSA sT" it 73'... _ 7r i3" 13' 13' 93* ' 12` I3• t0- 6 crop) Y3' S' t 3 70 1f2 13" a T- /2' 13* ai f2 712'b12` J 1 - 13' e t 'b /2 L1ap) - .- 6 IJ4" 6 IJ4' d 1J{• B t/t" - - - - 6 H {' - 6 If4`. a (BO'li}•).. -. - d IJ4' a 1/4" 8 i/4` a 7J#` 6 T 4�. B IJ4' - - 6 1JA' 6 Ileid (BO#1."+) l3' 7 1/2' IT 1T IT 10' Ir to, it' a' 43' 6 1/1' I ) �, To 6-0• 1r 5- IT 10-1/1 $ Y II 4 t3' 6 t 7.1/2' 5 iJ2' tS'" 4 ,J}' I (TIFF T0. 7'-6' 13' '7 llr IT 137 13' 10 €/2 IT 10 1/2 1 i 0' ,T 7" 1 (BOTI'bM) IT 6 1/2' is, Is, it 9' IT 9' IV 7 lIr IT 6" :1 (BOTTOM) Is' 7 IJ2" 1r Is- is' In, 1T IV 11" - a' la- 6 in' 2 (TOP) IT 5' Ir 0 1/2 13' 6 Ilr 13' a llr 7 i/2' 5 1/2- IT 4 1/2' 2 (TOP) IT 7 1/2' 13' - IT 43" 10 1/2. ,3' 0 1/2 „ 1/2' a• ,T 7' 2 (BOTTOM) 13, r 1T 13, IT 9 1/2" IT 8 I/2' i/2 7 1/2' 43' a IJ2. 2 (901m) 13' 7 i/-' 13• 13' IT 10 1/ 13' 0 1/2 l 1 I/2 W Is, 7' 3 (TOP) 13, 7' 1T IT 1r 8 i/2' IT 9 1/2' 0 MJ2 7 7J2' IT r 3 (TOP) 2 1/2'12 1/2 o f/4' 8 1/4' 2 1/2' a IJ4' - - 6 I/4' 9 1/4' 3 (BOTTOM) - - 2 1/2'12 1/2 5 Ile 6 Il4' 2 1/2' 6 Ile - - 6 1/4" a 1/,V (BOTTOM) 1 tf2' 3 1J2,. W r 7 iJ2"' 4' a' 4 1/2" 5` 3 1/2' 7" r 4 (IyTO,P�)m�� Y 3" 6` b 1/2' 7' 3 I1r - er e 4 1/2" r 5 1/2' 2 1/2' (TOP) - a' - 8' - 8• - e" - 6' - 6•••'^••") EI` - $ 1/2" - S" - w - 5 t/2`." - r - (LiOT10Mj IT 7 tf2• IT lr 13.. IQ ,/2 IT t0 IJ2 1 lIr a• 13' r a (Tap) IT 6 1/2' 13' IT IT 1. 13' r I0" 7 Tfr Is- B. 8 (tp+) 13' 7 1f2'.. 13' IT 1S' IO 9/2 13' 10 1/2-11 7J2' a' 13' 7` b (8171TOM) t3^ 7' 13' 13' 13 + 8 t 13 ' 9 t 2" i 1Q 1-." /2 7 1 2" / I r fi. a BOTTOM ( ) 13' 7 if2' 13` 1T 13 • to 1 2 1 fr .:,0 12 / 11 i " - 3' t3` 7 • a (tOP) 1 r 9' 13' 1T a 1 J2 13* 6. ' 1/A 7 9 ` /Z 349" J. 13' t t 2 /tloo - - at 4' 6 i 4'.. 6 , 4' a 1 4" - - 6 1 4" 6 ,f{` a (OTT,*•). - a 1 4` a If4•. B 1/4' 6 IJ4' - - 6 t 4' $ 1 4 6 (Bb%).. sm PD' I /GR iNi ,TPn A w%aws Tine MsmaAmais INTO "GO FRN1w BLmm" r MINIMUM ANCHOR WACING3 NR MIN MW WOE. OGIMOIE Has 6tl�rM We ,HB SCHEME V= E.0 LESS THAN 12MOOV6 OH SL79OXXX INDIUM ANCHOR SPACING ST MITIP4YIC SA1CM0 MOW ON INmf),2 Be TAM FOLL0W41B rAf.1m Fait THIS oPF3witIO N TO BE POmX IHOUGED SPA Mfi INr�lO MALTOR'S4" NOT BE LESS IMN MMWDM SRM•MG A4OY.IIEO MR rA `w ANCHOR 1YPE ON 3aNiDILE I "P 1J4'L If4$ amms MINIMUM ANDWR SPACING (W.) 3 3 3 3 3. 10 2 1n C-1 3 3 1n' F S 3 ,fr 3 1A1rANa(IT:0.1 m iIar k 3 3 11r 3 Ile } to 31fi ACTUAL 9318E Ob'OlYSE FACTOR 44SPACINGS-ONLY VAUD WHEN OEM LA & MAT(,) SPACER IS USED. SEE WI E SPACER 1)SED, TAMP it A A$.D. DESi01! LQ4D � 'PN#EL. 4O PSF 09 a$$ W' S, ". > 40 PSF TO 50 PSF 61-21. > 50 PSF TO 60 PSF 5'-IW A MAX. PANEL LENGTHS ARE Y WJJO FOR INSTALLATIONS WI SOLID SET ANCHORS & Wf SPAM AT 12 1/2. O.C. .1i-?! Atli REGLPLAR ,PANELS WAI.L. uoUNTINt� SLUE rJ4'e T ANCHOR SEPARATION Elm Eljo MASS It m PANEL j I {\:1✓r Tsn i �f 1 4 SNa 14•haml' T 0 ERASti. I9w O _ tltAls w. CLf55 _ N rA a> PANELiENGTFi R ENGiH 6 N- - - .SEE TLEVATN7N SEE E NATION . ( !! I f -r- - On SHEET 12 I i} ) d ON aF kT ) 1 Alin 1 FOR AS ANEMOIL ME.- TiPE SPACINGMRMR ENSTALLA W40 INTO ANAAAM, ANCHOR ;SPACING On) 3 wOOD FAME outno�: IIIWMUM ANcr 'iU7� 6PFtlNOy NWf `"4' 4MwNM.Iea1 a.xY.r (I,a oen-P.i 3 OE NEE IIVFACAIEO ON DICA SCHEDULE. ONNECHED PER E.D. E AN HO R PACINGEO ON SCHEDULE REDUCExL ANCHOR SPACING Am819�iMONafE PACFBR 8Y MULTIPLY T FOLLOWING FA ON SCNFDLIS BY THE F'N TO ORMU5 FIR OPERATION 10 RE Pa>wIE. REDUCED RACM RWUCFD SPACING QBINNED THAN tALTOR SH41 "a 8E LEbS THAN S 112'T- Gdi v _ -.... r D/O MMAANM SPACMD MGM= FOR EACH ANCHOR TYPE ON THIS S*WMJ .r 31�._ - r UAL R'. e i2 TAT OA. i /4`4 TAPCON ANCHOR O 9' D.C. EXISTING POURED CONCRETE OR -'�1CRETE BLOCK REQUIRED. YVALI .RoL)NT1NGs U##1Y4yay�_ SCALE 3/a-1" m "MO €Q IwI 4°N:s. Well w TAPCON R O9. O.C. POURED CONCRETE OR E BLOCK REOINRg7, INSIAUAT19N INTO WOQD STR!JCIIJM 0 iNEFMIERAtN00 OWREQ '-sK �I HEARER OiAR#57 - I y I {•e TAPC<tN 1 T 4! TAFTX}Pt Y• � jay 1l --- f ei M-W, f U ) M�n. 1 # ff I 1 14•JM-Eke' �. ;.:.;: :..•. .r 1.!-::_ IS pa i0E 4lrAAL II 1 UE'IT F aqr 0, 'V MAX N I____ PANEL LENOTIf n� # (SEE ELEVgINI CA II tlr __..._-_ a-- 0 1 i L" MAX, F ✓ F _ ._._.6}q+ ° PANEL LENGTH # (SEE ELEVATION -- ! ON SHEET 12) 11 # ( ON SHEET 12) �nq(--�x"t'•• Mtn, f al/S5. ## -i : f�- _...�_.____ �-r-. 1 ! 17 IO Ll2 17^SEPNIATION- L--•I ` yr f fi'yY aG s .,.. 1 • � Ii}' as , ,- _ 2' x4`. * 1 _:._i I .. PLATE ! 2k4` W�a PR +-I I 1 ! REQUIRED �.... gg P - . 1/4'b. PA3IELMRYE PL4Y9 4`4 "Im 4 }.-,, ) I Ii T f4 A P" T€ PLUS ! { f ANE21O0 b 12 1%2" i#,C, `* 4 Ah1f k30R O 12 If2"'Ox ti i F i t jjl �}jERNATIVE R-3AW ALTERNATIVE R-38W Q REOUL!R PANELS 1,�jA" [lNGS SCALE 3/8.1 M1MHHrNNr yFi A:TI J �'�GEAIAyt O LIFE SAFETY PANEL +' g 44167 = FLORIDA BUILDING CODE Non High Ye(aci Nurriaana Zone) 1. INSTALLATION ARE ONLY VALID FUR MAX. AS.O. DESIGN PRESSURE RATINGS (g.I.1) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12 - - - "m 1� MC. S'�I• STATE OF. 7k 24 GAGE ON.YANiZED STEEL STDR+!(7�cPANEL % "D'• f'(QR L �ii1 HINT. GLOBAL PRQTE�.TION PRODUCTS, LLL'. 'r ,•..••• S.W. U31144 'h4A S!(}NAL 11N4s� F)- DRAWN pW � Rc� 2 FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN PINE No 2, Wf SPECIFIC t N. yH Maa p6#+sp. ri 132. WMEE. at,-szN HmNE: (I'++NIA-7Aa, AAAtf.: (P6.)¢p.-aii 3G-'175 DENSITY OF 0.56 OR EOUAE:. PE aEM131GHATIMN/OETE 1A-nmc67€9 A TlblAt An, a 4m P:E , tiA 1w1 ? 1 - , omwm Odti 16 OT 1b -l--A N N cn N Ca O N }. o N 0 O CB U -, c cu (Q 0 © 0 A•�� cV •0 LL 0 cu ._ VJ -0 ^' W '^ VJ E L O o L CU -0 .� Z �J C �a (D U) O CL O W LLI Q z Q J SHEET NO. SH 1.H d a♦ Iti EZ1/P8, Eztw/1a ,yp - - (SEE SECTION EZI k ALTERNATIVE EZiW ON SHEET TOY--- - . f1' Yin,j pa' A6n. -� ;1(SEE NOTE xy �:3"W"'l•,✓ t- 2) v r `:✓ �T4%1• S.N.S. 1/2° _ F;QCH END�� 3fi5•s ALVYAN1jY P _MET cASf PANEL T{1 BE INSTALLED AT EACH OPENING SHALL ALWAYS BE ifI' o n c b a a o Id O7TF -'�'i "� PROVIDED IN REi1R HANDLE TO FACILITATE INSTALATION IF INTENDED " TO BE IN'STAL1.ffi FROM INSIDE OF STRUCTURE. i A t( -rr-r -r-r•-_T T __�__. -'j-t' dF 1' i (k). +>)FfiIN1U0N. QF SFRtES ?OFIO: E-Z HANG STORM PANEL SYSTEM (EMU PANEL) (lt1TER10R PANEL) INIERX7R PANEL) 1 (INIERK)rt PANEL) (pip PANEL) MAX. I CON515TiN0 DF PANEL o- Cont. TRACKS TOP & 801TOM, SEE NOTES 2, 3, 4 I` + f I SEE NOTES 2, 3, 4 B, o" (a), END PANELS SHALL ALWV BE CONNECTED TO BOTTOM TRACK MAXOTHERWISE A STOP tiAR (Q1 SHALL BE PROVIDED AT TOO OF SUCH i I PANELS. I � PANEL 14��.. 1 ... * ^• '* i - #, a a/- 40.0G¢m,I. (( l4 � (3). IF ENO PANELS ARE CONNECTED TO BOTTOM TRACK,. C(iAUIECTlOk � SHALL CONSt$T OF 1/4'e-200/4" M.5. W/ 7/6"OK3fSZ" WING LTW PANELS W/ Sf4P-x0xt• NU9/4 #xdf4" THUMBSCREW fiAFPED BfdTYti1M ., OR Mtn. KID 9OLT5 W/Q b EA INERLAP TRACK, LOCATON OF FASTENERS MAY BE AT EITHER OF TWO (SEE 5£CTI(M AS APPLKA31.0 EXTERIOR FLAT FLANGES OF END PANEL OF'L (4), IN CASE THAT END PANELS ARE HOT CONNECM TO BOTTOM .. ._ ...+ i--._-.. _ ..... _ �_.. _....t.. T,1. {.., .. .�aa. :._.. _.. _.T _...-.r -. r.r �_ VAX TRACK T*ANELS(lSitAt.t: BE CONNECTED TO BUTTON TRAL1')c AUSfNG SPT LEAST ECS e y n INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF J..1_L..r(.J-.L.1,.JJ:LLJ.1_.Li';'.g1.11LL,.AJ,,.,i.L, .d ..1211 J..1,-,LL.JJ.1 LJ.-.!_11_.1....1 1_�__..� PANELS TO BOTTOM TRACK Mp.Y OCCUR AT ANY PANEL LOCATION. .._._. 1 3 iMa ` < 1� Sid MOTE i � 3' MP+r ._.. 1 SAA NOTE 3 `l!.'JW t INSTALLATIONS ONLY VALID FOR WIND "MOTE a, ANCHORS SPEED UP TO 170 m.p.h. -,....,...,..,,..___ (BEE :SE3:TION EZI ak ALIERNKINE EZIW ON SWEET he)'""""'-. EZi/T8, Ez1w/fa TYE L. EO SERIES 2000 -.. ` SCALE: 3/32'=l" t/%' MOY. GAL'' f Psi MAX DAP.. SECTION A -A itaN*Inc,nwNgfr'rss SCALE: 3/32'dI' °'`• ,yQ`r` ",p ie+ FLOffl SIALDINO CODE Hon High VelocityHIL; cone Zone •:" . 44167 •1 a 41$9aD mTT4ah, iMc. 24 GAGE 4ALVANFiEa STEEL STORM PANEL -ar: $ :k- 1# Cis GLIOSAL PROTECTION PRODUCTS, LI.,C. eF /� _ STATED FIB. a .• :. 4eo-a -W. 51 Tial .� AF iORI� k ZqV:"• I°"i0 '°Ts+aL n�,x)'Casarie6-sitar 30-175 - Now .r....«z PO a�lr lQ..... cAa6oe7ka m.. a.L aw. .w�.. N"- ut E IfLLrr Nrn P.oc- i6V+. A if fX 54 t1ri1llNMkl / _HE ENGINEE3 RNG ET• OINVERIM13 EXP"RE886 PRODUCT F-VALUATiOM RVP ORT September 16, 2020 Application Number; 17> 9.1= R2 EX Project Number; 2031543 Product NfanutactuterAll American Shiaters and Glass MenutarnlrerAifdfaas IS40p1DTmaRoad WestPalm Beaci..:FL 33409 Pmduct Hama' $ Desc riptton: 24ga Galvanized Scant Stomp Panels Large Nlfnsfta ItnpeDt Resiatard Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of BuslTess and Professional Regulation (Floroda Building Commission) Rule Chapter 1G 3. 5 F For e acceptance r od a rodoatn ted oboe ®. ,ZO" 00 . .A,C . atefnvridMe#h 1 , The ohas been lie Sfj R { tended andkrr evaltiated as aulnRRdzed herein to show nampNatrcs wiai the Florida auitding Cade SevenNl EdWw (2020) and 1%lathe purpose intended, at least Equivalent to that required by the Code. R"Realuetion of this product $hall be required following RertMent Florida Building Code modifications or revision$. Substantiating Data: • PROEiUCTEVALU{4MNdt1MEW$ FJE dramn N20,31543 treed 12 a Galvanized Steel Storm Panels tHV14Z & Nwi- sheats 1 3 prepared in Engineering Empress, signed A sealed by Frank Bernardo, RE. (a an Integral part of thus Evaluation Report TEST REPORTS Uniform static structural performance has been tested to accordance with TAS 202 test standards per test relarto)#BT-ASG17-0 t brBiackwaerTea tire, Inc. Large missile, Impact resistance and cyclic Wading perfomlance has been tasted in accordance with TAS 201 and TAB 203 test standards par led report(s) #ST-AS'3-17-001 by Blackwater Testing, Inc. a STRUCTURAL ENGINEEMNQ CALCULAMONS Struchirol engineering Doicu atinns have been prepared which evaluate the Product bated an compentliva andtor rational analysis to qualify the following design criteria: 1, Maximum Afiowltbie Spans 2. fvtinimum Allowable Spar6 3, minimum Glass separation 4. AnchotSpadrg JBIG SIN 12TN AVENuE SUITE 186, DEERFIELD BEACH, FLOa3DA. 33442 (954) 354"0660 { #&66) 346-9999: TEAM@ ENGINST:RINGEXPRESS.. COIN ENGTN£ERT.NGEXPRes5.com 021FENGINEERING r, • :- Page 2 of 2 All American Sibutters and Glass - 24ga Galvanized Swel Storm Panels No.33% increase In allowable stress has been Used In the design of thisproduct. Separation from glazing is not required for Inetatiabolts outside of wind zone 4 and Essential facilities, Impact Resistance: Large Impact Resistance has-been demonstrated as evidenced In previously Now test report(a) and Is accounted for Intheengineering design of this product. Wind Load Resistance This product has been designed to metal wind loads as indicated in the span schedules) on the tesRectWo Product Evaluation Document (t,a, eTglirieeft drawing). Installation This product shall be installed in Strict compliance with its respective Product Evaluation Document (F,e animooring drav+ing), along with all components noted therein. Product components I b of the rial specified in o ucCs respective Product'evahkabon p shad a meta p that a$pacliv Document (l.e, engineering drawing). L,imi ons ig Con ns of e: tail taiitPo Us tale of this product shall be In strict accordance widT this respective Product E'valus#on Document 0.e engineering drowing) as noted herein, Altsupporbng hold structures shall be designed to rasist all superimposed bads and shall be ote material listed del this product's respective anchor schedule. Host structure condiilons whioll arc nut amounted for In tti product's reapecbve anchor schedule shall be designed for on a sfte-specific basis by a registered profass7onal angiDaer. All wm erlts Which arc a Ned shalt be protected against cono5d contamination and' Don PalTraln rltly Installed pr gafr� sir. other such damage at aNdmea. This product has been designed for use within and outside the High Velocity Hurricane Zone (Hilo?), Rcspecitlrliv. r e •'+.� a � Frank Bernardo, P) ENGINEERING EXPREsse 4JIE0046549 I Cer1, Audi. 9895 1ET4 SW 12- AVENUE SUITE 106, DEERFIEID BEACH, FLORIDA, 33442 (954)'354-0660 1(866) 396-9999 TBAH*EN(;INEFRINGEXRR'E$S.CCN ENGINEERINGEXPRESS.C➢M >a wa,rwn ?4xnz- =7�n ++gg,,irR 4 fxn 1 "N Hx Ef+ae�' - f +t*'"Snjy �rtf,Av 1VPF TTR'i'� °� l9 :^v�iC ItL r _7Crra..L!-4 t YLMU c sn 0 t '"•5 NYt�iv Q•✓;'uY GrfCk1 Irl , Mu fr , 't 7 i a • I! ie Pza x4' -Iv^ I IHi s Q N x] as 2 +1' C 5 IJ C I k sl k 1 Ih�' r nM ai',g7 ':[D a w, t' a' { 1Y . 1- h d rJ.xu. C:. �r L .I z cl W' .,1 a P ' nrP i F y: ern 3. IH N L� '4m is 53' ri : iv 1,- - ryxrr., p. c. a a t w 1 a`- E13 n.& Hr. i; 5 I I f }L➢ ' f F a RU = cN 4' v4r-.H GR. Jlf E f�- vk, L. as 4Ltl In.� dam CD41 ttPF 1 f-i P4 :. � , Ti E r tS+^ I ' NIl •Ff { .a rl3r. Llk;'i,t4. ra- I I_rfi1'SP't MIS: J- 1{$L37L•i r11 Ylli .l U3 J H iCILaIGIrODRN6UNt 9CLTFDN I.La R At _ z l Iltk S YTIv: Cxvlll9,k1:::1"yia f-'r O �[%1..1 .Y.1i Hi3'_ ,F- ll. DUHT3_Cf1bN .rF F^ x' - �}. a '.�. `41A H ..:.HHu. A I^Tali_ Ikl't �uV,�w`41i^'e , gei,Y. M•I, _:..=YF.•P` •sYT- u>. � .±;�-11V ',-Y�S'!<1,-c;MhlVd,l;. S�tEFwil_I2°.rr.'NL-:t>_ N1••�..-f%J� A L t5aa ti-i LWNh 19Fe 4 ':idaoi 1<ti}pW-,.la.cTPiR" ..,I ri. -�r -v', rt nC -i , {•} >xw,i; ..-.�,:� Y.' •[.:Y, Ee..fTL_, '*e f s r 'T7 !. :� - IYI+L VIfkRY - JrC sRhJR` M4: MwG-) NK T; .I v✓ ... :: IrdJ... rl r,b'..fw :,, ,, £tE`. ,,. ,r., 'Q �,•a':IIN J'"+Y `rk:AV# 'PL.-L. :* ,iH h1 -Y LI! rF14. 1•t;INriR.x - Y71'^,IryrP eeL.Gl ""�- & IWJ {; xiPxl.�t41r' 61.Ie.r::L'I- .J el L ttN-' •Eric' - k;a < r J YI Q ) d r.P tr �6 tuti3< 6 - I Y ❑ L "i 'a, has Q �qq Lt i rN ,°ram A t�Mrt 4 P�^t-k YaY Yt Em if Y 3' € v cU.L ly',yY,i[ " r r.:- 131 T fa - �� (,FAA`• Inn 1iir,l' =^•rn rr � mxRgnFrRK4WUmpre �}{,K $' N ]SU atM $uP1 AR'E, (•.rc '�Ihit tl4ti.'[r rl%h li Ah;-. r. - sly rb I 2a-�1s}1'3 L _ ,n hilt„h ME �, _ a -l' 3Yl` .NCI pPJCWPTTMe - £ 1 -t`rr - {"S DPUat&!.'rfIP196P9M'LY05ULtE-❑�AtL .� 3AIE�l•,Ak � YsLr G,}tF 8 ItE12N Y )try thNV 1 t LM.° 1 2 2;>'' C'�,'lu- ' ' • 7Cf F �.wx. z�s r^1 a a Nsful'u,2 ranlaw beu.,e,N �'r LRAti¢7ikY+3.1 NW H SktD roll LCA iNUALL Af�UN AILS FO�t ERNS 20Q¢ E-Z HANG STORM PANEL 1C� t T '✓ { 1 I #"I TAPODN COM BLOCK i.. p^^c. ".�.i !./4'O TAPt�N .,,„,_, t" y 14zi' Ha HEAD TEK ANOHOR 11 f2" 0.0. �.,,. •""f R" F'RDN WORD RiOUa+ED _•� i e ,t 14x1" HEX fR� TEK ,`�'- „eft F»3 f,;'"--' J 1t I I. l kJ F7 I "' .✓"' x ,I .��-- :. �12• EXISTING TO -°•II, i ' teYMINUM PGX' TD= 1 C,lAss 1/+I'a-.3C.t• t 8'-O" n -'-`Y-�__'__i._ K-0• _ 1 u NA7C I MAX eHus w M`iA WDtN-2 _-i-- �,.._.__..__ PANEL LENGTFI IN �.;i5 H-i�-..• _.._.-..._ .__..� PANEL k.F.RL:7H � f. T III-SEPANATIONli TO C1A55. q.-SEPARA'f1W+-- �tiUMBSCREW s01r `1 fssox 1 1 To G1A6g. OF a OF L" TOTH J i ;I Ef d = 7 r x - � ii i 6gl.� '11 1>4`O TAPCON ANCHOR s' 1/4"0 TAPCDNPOURED i I i I? 2'x4' WOOD ANCHOR 4 12' D C, RES7UtaEA WALL MM=NQ WALL MQUEN S€MOH EZI SCALE 3/8=1^ ALTERPP&M €.ZiYY SCALE 3/6-1' MIN. PANEL LENGTH FOR SHALL BE 2'-6" �yC.ENfF'`� p, 4 .S -mrm SK1C£tr,rWC FLORIDA BUILDING CM, Nan H h Valml Hurritma Zone) 24 GAii£ GALYANITEO. STEEL STORK PANEL. W. 1. INSTALLATION ARE ONLY VALID MAX. AS^D. DESIGN PRESSURE RATING i/- 40.0 p•s,f. AND 8'-O' AlA%' PANEL LENGTH. i GLOW PROTECWN PRODUCTS, LLC. � 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �, OA" ZOl'41'G " t rRk °o1p 6,w: Ar Sul -. MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC �iay SI '' '1$ [ANAL rx".1p"'.° ele"4'',:w. :Om a�.w: Ir..a+.a.t -) r Pura: lms4} ra+n, 1T'3 DENSITY OF 0.55 OR EOUAL +� a+NuttrtntLPa�- d-LATDW a. n• to o..w PmIr..PI ra 9RNYSIN w, T+w.Tm A T2an •F. Py Y PD YP-w t >YKEk'. ]e Or ♦8 - ALL AMERICAN SHUTTERS AND GLASS Zia GALVANIZED STEEL STORM PANELS tHVHZ & NON-H'VHZ) =__QIl5Tat>c1I 0 N 7-q,-- f` (LOCATION MAY vARYI -a- BOTTOM Rauw (!xi!t➢N Bz (SPAN ' TYPE As RZMM� CI-IOM 08571LUCRi7N) PANELS MAYBENOrCH€D ASREQUIRE4; t3PTTON,°J..Y2'-211 Si1T'CH $OLTS'wdTH='wASHEs PRQV$Dffi ITIAT CONNealONS AND ANC HDRS,A`tiE;lS�td V+}Lfe1i SATT9€y tiVttN9TS FA`7EN T�PANS AB 11 BELLOW OlL4TRIJCTii4N, OkERCAPb• f41tiSPAN i'. APPi;t3RRFATESPAN TABI VERTICAL MOUNT ELEVATION NOTCHED PANELS' , - VN,T,^.� ELEVATION - EL SPAN ALLOWABLE PAN A & GLASS SEPARATIONSCHED, ` :LE: U 24 GAUGE PANELS MiNAUM STOW PANEL SEPARATION FRO46LASS (HVtz WIND ZONE 4&655Efi7A1 FACILITIES) MAX04UM i ""'ON D fALLOWABLE IN51AUAIIONSLM 1N5fA LLAT3NBdREATEP R RE R€=SCJ SPAN emAi THAN3YA0WEfRADE THAN SU'AtkilGR..A.O£ iPSri as MA) In 6O61D lib In 1 Dfn 606 to S6k A dS .{ 13010In 606 41 _ aiB in +-60 1 L30AM 6D6 M In 3.1E Z 106 ekn D$ n a.3s 4 t :R➢ T ::: 83.a 4Y - 6 04M -z5 M -' �TI 66 t / sa.@In Sixhrt 72Fn • Fro XAIn 6121n 2.RD11, if 77 2YD in 1 6.131. TO AND GLASS SEPARATION NOTES: 1, ENTER SPAN SCHEDULE WITH POStT1VE DESIGN LOAD TO DIETORMUNIE ALLOWABLETHE OPENING OPROTECTED M4 SCDULLRSEPARATION F R PRAM T T Be6E Y SCNEDUL525 REQUIRED -%OR USE WITH POBIITVE Lk7AD5 ONLY,. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE Ill HIGHER LOAD, 3. wR INSTALLATIONS OUTSIDE OF THE HNN$ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASIR WIND ZONES I THROUGH 3. THE GLASS SEPARATION SCHEDULE 15 NOT REQUIRE AND NO MINIMUM SEPARATION FROM THE PROTECTED 2MING 15 RRWErD.. MAXIMUM ALLOWABLE DESIGN PRESSURE$: 95-NOTED'IN 1*5fGN DESIGN NOTES: i00 U-H5 P©51Tk�IV�E•AND NEGA�r'iVE DESIGNpPRESSURES-CALCULATED WSHALL BE OE S�PAitt1S7€ NG.wSY9 IN, 7 RH"EFT�iRMINJED PM � p: ppGfEE7 ERNINNG@.CjO}0"uMxtE JI NI H 1 L600 DF TNT fli3FA BUYLbiNG CdQ`@''SHA1L t1E.A.ESS iMW ➢SAES UR C1kPjJiC1'i"Y ,S H VRIIN FGeRNANY ABBEMEL'f R i 5iIrflE1N: GENERAL NOTES; 3,1J INGR?EM1SE iNRLipf5,4alE'6Tjle55MA5IfEEN USEo ill THE 6 a ,RCm it GTNEER•OF RECORD rOATHE JRD7 I LE dch'URt° IT FL HICH'PNTS @ESi�AN ds'USP4'fSH WRESFdN i'fPG'RTTh'DPk.LLSWPRpRijbiGSURFAL£S 7 TH1G �UESIGN WHIC ,DOROINATED NI" THE PAjM11TIN 3 CDtNTPACTO9, PFrE'"5[LE-Silt6Cg� .5EdLL��4R0 h tEUNC+9HALL e€t$ 7RCq Ql 7f W S,DEFLECTION$ DkSPANS LD�ED DEV T Er L A€SR ➢SA9' SIX 7U AA�S, IGIN6ElC NRA YEAH F4' AN CALCtiLATj N EECDL j A' P n eKe'n�`ENG,I OR DR 0f-ISlY5OtIRfAN5RERE ffi �r 2:$ ,. g�, ERTSLATAw'ncAEEOF5IDNRE,iCABrOLFG3TCDRRI0.E5R DOn EOSRDNEO5O SHCIET MAXIM UM TESTED +DTVIG*Y •i'5'SIALADVTOELsRDIAMALENA1i mel AAEJA1AELLB9PAI7SM€0P-ON y1. 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