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HomeMy WebLinkAbout6478 Bar S Bar TrlJ m rn o- 0 No 0 J 0 rn N 0 m L0 rn 0 rn 0 .n 0 0 rn C14 NO I E 0 cn� 0 Q c a cV 0 E F2 E 0 v J I.0 0 v v c Ui U 0 U a z I c a y+ U tZ INDEX OF DRAWINGS rr SHEET DESCRIPTION E E •I SHEET No. AU0. 2 0 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 SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS S3M MONO DETAILS AB orA.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room - - ---------- -- ...-- -- - -- _ _- ABV or A v. Above FLR or Fir. Floor RA or RIA or R.A. Return Air S4 DETAILS AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius _ _ S5 DETAILS ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill - AfF orA.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed SS RETROFIT DETAILS AHU orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle - - - - D1 SECTIONS &DETAILS ALT orALT. Alternate FRT Front REF or Ref. Refrigerator _ -- - - BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing WP WATERPROOFING DETAILS BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required PA1.0 PRODUCT APPROVAL NUMBERS BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room r__T BILK orBLK. Block GALVorGaly. Galvanized RNDorRnd. Round PA1.1 PRODUCT APPROVAL NUMBERS BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening —�g �L- �- BM orBeam GFI or G.F.I. Ground Fault Interrupter RS, S, or R&S Rod and Shelf PA1.2 PRODUCT APPROVAL NUMBERS =� --1 SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL BOT orr Bo Bot. Bottom GT or G.T. Girder Truss SD orr SD.. Smoke Detector T � � � - � �; � 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 - — - — - - SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL C Carpet HDR or Hdr. Header SHT Sheet -- CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower - - - - - - SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL CIR or J Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL Cor /C Control Joint HHorizontal SPECS SPECS. Specifications IF77 D F1711 F1711 El 171 F711 FD_1 SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL CLG LG or lg. Ceiling HS Hard Surface (flooring) SPF or S.F.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ SF or S.F. Square Foot (feet) ID SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL OF or o . or Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sqq . Square COL or Col. Column INT or Int. Interior STO Storage E: I FL_ 11 F 711 E 11 E I E: I D 7E 1. COMM or Comm. Community K/WALL or KIWall Kneewall SW or S.W. Shear Wall ❑ p FE11 [Ell❑ ■ ■ D 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 E FE I I FE I 111 FF-71 FD L71 7E: 1 CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry - ------------- - -- - --- DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate - - - - DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder --- - _-- DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical --- _ — DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise ---- ---- --- -- DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MIN or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam MEAN ROOF 15 FT. HIGH TYPICAL DWorD.W. Dishwasher OPNGorOpn'g. Opening VTR orVTE Vent through Roof/Exterior FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional W or w Washer ELECorElec. Electrical PC Pull Chain W/orw/ With MEAN ROOF 30 FT. HIGH TYPICAL ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor FOR 2 STORY HOMES EQ �A Equal - PH Phone WC or WIC or W.C. Water Closet (toilet) EWorE.W. A'chWay PKTorPkt. Pocket (Door) WDorWd Wood THIS DRAWING AND DESIGN IS VALID EXPorExp. Expansion PLorP.L. Parallam WDWHDRorWDW.HDR. Window Header FOR 12 MONTHS AFTER THE DATE IT EXTorExt. Exterior PLF Pounds per linear foot WHorW.H. Water Heater OR WHILE FBC Florida Building Code PLNT SHLF or Fill. SIGNED AND SEALED lt. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet CURRENT CODE E LED VALID FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WI? WaterProof(ing) CODE REFERENCES ARE SUMMARIES FIN Finished PT or P.T. Pressure Treated WS Water Softener OF CODE SECTIONS. FIN FLR or FF or Fin. Flr, Finished Floor PIN or P.W. Pre -wire WWF Welded Wlr& rabric (Mesh) SEE FBCR (CURRENT VERSION) FOR PLAN REVISIONS . COMPLETE CODE INFORMATION . DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors 08-20-15 1. 0 NEW BASE PLAN d is the intent t Designer/Engineer listed in the providing 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 12-8-15 2.0 FRAME —WALK REVISIONS 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 12-2 7-17 3.0 2 017 FBC UPDATES 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 ELEV. Al - REVISED BANDS BACK TO the information found in these plans should be directed to our 05-20-19 3.1 ORIGINAL DESIGN 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. 08-27-19 3.2 E N G . REVIEW FOR 150-C MPH Payments will be made in accordance to the terms of the agreement. 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA 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 05-14-20 3.4 ELEV. B REV. ENTRY PER M.K. ® 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 12-15-20 3.5 OVERHANG OVER SGD REV. TO 3' PER C.M. the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to C`M protect, without limitation, the residence, construction site, 12-19-2 0 4.0 FBC 2 020 CODE UPDATE materials, r equipment, from moisture, mold, fungus, fire, theft, vandalism,, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect 1551 the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. (1) -C O o LID ... ; LL RS 'u 'S J . O r OW N CV 0 N M N ;.�a'ss.'.•'lr� N i 0 . a �w To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0)n E' a O E o m 8 N a* onroo Nm J tJi_ G W N x W NJ Q cntir� Ewa �M0 33 a YYn � LL a�5 Z 0 0 m� Q; t o t �, o O w 7�6N�p X0 O � W U) aaa Z ILW a mZ �cn0 Z N O U 1301 z N M a o N CDz z i N M z (1) 0 o a-1 N O^ (J I w o Ly N U _ I U 'o N o w M co w ¢ o U__ E z❑ O zo Q N z C 0 L V w Q� ❑W 0 � � �C X O ❑ O ❑ ❑ C CZ)C N � d az o <o z irW (a � W - OxY �,g m� F p OC75¢ Z W J �w �z w <� Z go oa �W WCLwLL o �w w� C �o it za a ~ o3 O J LO LO m Q ca J c O Y Y r U o � Q0 � m ¢I 0 N N O M 0*) LO L Q r- N r m w j Q o Z Z E T- N r_ r Co a v a 6 Q o c JOB NO: 22-02390 SCALE : AS NOTED SHEET NO. CS mi�imimiimi rn 3 m 0 0 CD 0 9 O M 0 I J m L Pn LO to .c a 0 0 0 J 0 rM 0 I Ln v cn� a c L 39 Q Ln O a Cn a) E 0 S L Pa C J E2 U O c U .o a. U 0 I Y C 0 v 0 IZ N N M N 0 0 a N 0 M 0 N 0 n Cn a m v cn 0 f 54'-0" O 1111♦1111���11111�11���11�11�11�1���11111���1111111�1�11111111�111111� 11�11�1♦♦111`I��1�11�1��1��111♦1�111��1���1111�11� ! ..� • J. = �� -•�IWiii�li�ll=- �.� Cl) A rn tY ON W A S3 TYP @ 1 STORY O 00 � E � co LO OWNER'S SUITE T°' I 8'-0" CLG. r CARPET , ITN I (3) 2x4 #2 SPF w/ DTT2Z 6'_�" 0" 4'-0"I 0 In G I F- S3 � I I I 1T-1" I i ;; u, CAFE I I VAULT. CLG! I CARPET I I 2:12 SLOPE I i I I I o CEILING I I I I 0 I I N I I I I - rM I m i / CV / RM / / iFAMILY 15'-88' VAULT CLG. CARPET I / W 'Ile / 00 co / �z ✓' / r w 1 ci0 / �i LINES 5-SH 16" DEEP CODO NII AHU D OPT. __R_EF_- S3 TYP @ 1 STORY F. o 60"x36" `° CL SHOWER C 00 `" 8'-2" I 0 in BEDROOM 3 8'-0" CLG. 8'-0 CARPET 2' 4" 4'_2" �6`Ssr W. I . C . 106 06 2668 ~ I 8'-0" CLG. j 4068 B.F. CARPET I - - - - - - ----� - 0- ----------- tn0 z R&S N R&S �� ----- H AT 7'-4' 2x4 Z SPF FO ER w/ DTTZZ w/ 8' 3" inn 6'-101 6'-8" \ 9'-6"LCLG. S3 BUILDER TO PROVIDE APPLIANCE I N I W H PROTECTION WHEN O REQUIRED PER FBC O 2'-6" -A N Co O �-1 x U l i Q11Q I I K 1 11 I S3 / 11 6" I u 20'- t -- 'ANTRY EDGE OF SLAB 2" BEYOND WALL 1.9 DRYER VENT THRU WALL2 CAR GARAGE 8'-0" CLG. 20'-77" LA N i 8'" C G. 1 __... VERIFY LOCATION ELECTRICAL PANEL VERIFY METEF WITH BUILDER TION 11'-O8" 00 r\ W LO rn(O u7 (7 2p C91 NW BEDROOM 2 8'-0" CLG. CARPET 3'-74" F0 8'-88 ^ r® W II � 1•:: II W . • TILE 1 - o - - - - - n :NTRY 8'-0" CLG. = O W O 0 0 TYP I I @ GARAGE I I I I OPENING I I I K I I I S4 L----------- ' 1 44'-10" 6'-10" I I I I I I I� I I I I V-2" 24"x24" CMU BASE COLUMN w/ (4) #5 VERTICALS GROUT SOLID (SEE ELEV. FOR HEIGHT) 4x4 P.T. #2 SYP POST TO SIT DIRECTLY IN CENTER W/ SIMPSON ABU44 (2 TYP.) r N (V C0 0 00 CV HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 112" FLITCH PLATE H5 (2) - 1 3/4" X 11 1 /4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1 /4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1 /4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 X 25 J S.H. 13 20X38 184X371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20 X 72 18 X 71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X38i 26x37 S.H. 1 H4 27 a X 50 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 i X 26 36 z X 25 1/2 S.H. 23 37 a X 38 -a 36 4 X 37 3/4 S. H. 24 37 J X 50 J 36 z X 50 S.H. 25 37JX63 36JX621/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 1 WIDE S.H. 32 54 X 26 52 J X 251 S.H. 33 54 X 38 J 52 J X 37 1 S.H. 34 54 X 50 52 -1 X 50 S.H. 35 54 X 63 52 � X 62 � S.H. 36 54 X 72 52 1 X 71 7 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN - ELEV-B1 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed. or equivalent. ■ Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" O A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 OG SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ &4' 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 11131" (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED c ;> } ,� C3,,, CV) 25 41 C) CU :v C: 2 W Ui y N ^- � f Pr Pa ✓ ' ( 1- fv,. n s:: J. J O U ,.•_, Ct5 _0 O 4 LLl GV 0 N ch N CV 0 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. W W 4O v 8 1 "1Pb G a M a 0 0�. v�a - W �LLaY C� 7 1a W�U) � 0 Z r ILW0�pjO' Z L N �p CV CD �' O J d a � co Ci a N M Z = N O z00 0 vvi W ❑13❑ V M � z N M 0 0 z N z o � J - o_ <(n N z U o +-J(Dm 0 � w o c w U LU F - E L = L N U o C.n Q • N I� o co � �< o� w z Q n _� QO w= zo 4N _® oa F- O x0 , ¢ Q z U0 O W z N o o QO W I z L M J z yO `gym'<w m� 'O to �� zz WoLL a 3 0< <8 � o o wCD =2 aF 5 03 0 Q ` J U / O Q CN C) N Y CD ^ U) m QI a--+ N (� o N 0 Lo M Ln N cc .T O O Z z @ E T_ E to � `m c c � a U Q 0 JOB NO : 22-02390 SCALE : AS NOTED SHEET NO. 1 J m Ln Qi vL _ v Cn Q 0 N 0 J O C) l J m LO lf') L v Cr 0 0 311 cV 0 0 J C) r '4 ILL Lr) Cr 0 0 Q N CV N / d E E 0 `v C J 1—, L U n 0 U .o U L z I Y 0 0 U J ti N N M N 0 0 a N N cV 0 0 rn Q m v N KITCHEN ISLAND 9 M CO 0LID M Ll 0 CV a c� 0 OPT. REF. KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE q CABINET 00 `t 02 02 C) > CV > L _ L _ M M M co � 0 O- RANGE KITCHEN 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER CE - N FIN. FLR. 0 M 0 CV BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD 0 z TOWEL BAR IN a TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL SHWR. o VALVES UJ o 00 L C° SOAP (.d 00 C) DISH U LO r v7 O O _ oL M M 0 TUB BATHROOMS, SHOWERS AND TUBS o t` MIRROR °I OWNER'S BATHROOM Eel INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS - 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30" H BASE CLOSETS / LAUNDRY 00 ILL LO d C° 0 2x L? 0? FRAMING T M EO 1 /2" GYP BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS - ISLAND COUNTER 0 00 0 00 L N N FIN. FLR. U1 j j J, CABINET BLOCKING SCALE: 1/2"=V-0" 1 c U _ Gi x�. .0..O.."o� - CV N O CV M N i 1 .! 1z 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. t` ui V E (o �p A # , LL J � in 000) u LL w N v)tir'� w a w ac i M v a Y IL �ww F- 03 1 O C7 L W �i r_ '� N O 0. O J w I IL�LZ// W 00 a Z N M Z � y 0 p V U VVi Z IN ooa N M o a zW N Z rn Q J N M N z � U o 01713 o '�'�• J 0 o LU Ln U LLJ J 40 L 0 m ®0 U o C d ¢[ o O w co M J w p ZZZ ¢ 1.1_, O 0 E n� zU of YN a� Z U H ru _ Q> X� U aQ oW �� p O� o N a ¢o aZ Yw L ¢o m� M C y Um O O� Z ' z J ¢ QW z <n z z a oU Q) r OQ a mw W O C7 � d O_ zz �O .o = LO LO m ^ cc O (0 CV rl- = 0 0 Y Y CIO m I C)C:) .0 N M (� Lid Q t— N r E w c a z CU z E r N L`o c a E c0 Q o -j JOB NO : 22-02390 SCALE : AS NOTED SHEET N0. 2 3 m In LO Lr1 L v v- Cn d;r Q 0 cV 0 0 J O Cn t'r] O CC'�I 2 m Ln Ln i v cn 0 a 0 O 9 Q Q1 M O I Lri rr 0 0 a c C" Q N O d E E 0 `v G 01 J 0 ti O U t7o 0 CD .o o_ U d i z y I Y 0 0 J a� LZ M CV N 0 0 a rn 0 rn CV N ui v 0 Ln m Cn 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1" x 9" SMOOTH 2" TEXTURED HEAD/BAND 12 5� I F 7 1 IF771 7171 F171 F-7 12 5� 1'-0" 4' RIDGE VENT 1 FRONT ELEVATION — 61 SCALE: 1 /4"=1'-0" 18' RIDGE VENT 0 Eo 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS id --------- T.O.M 1'-0" 3'-0" TEXTURED TEXTURECEMENT TDIOUS CEMENTITIOUS q Eo FIN. ON C.M.U. 00 FINISH ON C.M.U. to (TYP.) (TYP.) 2" x 4" SMOOTH TEXTURED SILL / BAND ------------------------------------------------------------------------ ---- ---------------- F.FL. LEFT ELEVATION — 131 SCALE: 1 /4"=1'-0" 1 L-n" 2'-0" (i:7sc ALE: FIN. FLR. REV. 09.24.21 r '.A •may "D CJ CD cc Cj `v f}j e `I -e 3 v u, �r - n Y v. 0 O CL 0 W CV CV O CV M CV CV C> s v 7. 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 � T Q �p f� 00 O E aD r O ch 8 N r 7# O 11 J Ll ® N �1 : I LO U1 3! LL W QQj 'Z J L.0 n. M V a Y 0 0WF C J LL LL CL Lu O zfi of vS L 0 SW O N LLOn J W UCaa ) P ZLMZ W n O ILL 3 UNO U ❑O❑ `� CD z N [h O CD z n E3 N cn Nn' � 0 `o W �4-J LL C>J 7j LU V 0 cn �N LJJ 0 c w ! Ills iu J E U N m sm O w M�¢ C7 o z J L1- o E E ° m offi ¢Z' > N QR Z® 01 C13F- — XO U a< 00 0 � O E o p QU ¢o Wz J -a L rp y 0 Z� � d1 �o >Z Z N w op 5°0 Q LL <� a �w k r- U � a0 aW 3 >O NJ o CO IT w z ¢ a 00 �C:) > d' J Ln L Q C� o j CO j Y C)7 Y C:) r U U o m to r .j r N 0') p L 64 Lf) Lr)r Q T N N E w c O Z m Z c E E ECo ui a U a Q p JOB NO : 22-02390 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 4' OFFRIDGE VENT-4' OFFRIDGE VEN 12 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — T --------------- ---------- -- --7 EXTENDED -------------------- OVERHANG TO BE CENTERED ON DOOR 18' RIDGE VENT ,- T.O.M. F11-01, �__---- HDR REAR ELEVATION - B1 SCALE: 1 /4"=1'-0" 4' RIDGE VENT 12 12 5 — — —T-- - --- — - --- - -- - �— -- -- - - r HDR HGT. V-0" TEXTURED b CEMENTITIOUS TEXTURED _ FINISH ON C.M.U. ao (TYP.) CEMENTITIOUS FINISH ON C.M.U. (TYP. ) F. FL. RIGHT ELEVATION - 61 SCALE: 1 /4"=1'-0" REV. 09.24.21 C _ c l Cr Lo U Ri /U V- �s 0 r. ,L N _ T J tJ _• U -ZZ � N N O N M N CNJ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flor da Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) n W E m aO co 8 (Co' � O N oo J je LL O' C1 s ® 7 � oo d it " W NJ cnrr� ° L w a M 0 d Y a M LL a L � z 0 0 O zmv_ 0RR two w 'm N m O 3 W cn�OjO' C Z co a LL Z = N 0 N M a pU��vvi Z W ❑ ❑ ❑ CD M � O Z z � � a n E3 N M cn z Uj C \LJ 2 C>� in in 0 w g � l/iLn U � W J S w � U o D ill Ili C m Y Q o 0 CV O w Mv CM ¢ zo z 4 u 2. o 00® E U iE (6 �U XV co cU O N az Woo �iz �z' � z Y m' o o ' m } z ¢ W fn N � ¢ o� Z Z g� a ci 3 <o o o O wF N. d � 3 .0 p J >� LO ui rn L C) � M N T- -� O Y t— v Co o CD M m T � N 0 0)al N N O M Ln r N T E C O C) Z f6 Z = N E r a U ° Q p JOB NO: 22-02390 SCALE : AS NOTED SHEET NO. 3.2 I ;1b1 iIi, i I it Ii - VARIES 1'-10" 12 CAP = CAP 2" *NOTE: -- -•-- CV c i FOAM TO BE USED 1 'RADIUS ih a) - ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS m CO 2" REQUIRED BY Cn 1 COMMUNITY ^^ - 3/4" RADIUS a V-54" "'� i °O SPECS. IF NOT, (D 1" 2" OPENING VARIES 2" 2" " DETAIL TO BE 1 1" _ c BUILT W/ STUCCO. Q 1/2" RADIUS N 1" 4" VARIES MIV �IN 1 0„ !_ EDGE OF _ iih 1' OPENING VARIES c t o , VARIES U. f 2 , 1„ V-4" N 12 VARIES < 11_01 1 „ t+' Y 1 1/2" RADIUS u, 41" 2" 4" � � � - � 2 1/2" RADIUS 34, 4 N r yJs Z; Mj� L- V CIO 0 Mlv coro CO VARIES 12 31" 1,. 1" 1" 1" BASE BASE r N 3" 2 2 4,, 4„ 1�_8" T 4 I o —1 N M N N 12 0 *NOTE: VARIES 8" 2" FOAM TO BE USED co ONLY WHEN o, 3" REQUIRED BY `r 1'-6„ ; COMMUNITY 1° N, .F T3 SPECS. IF NOT, c�N 1" V-4" 1" OPENING VARIES 2" a y ' m DETAIL TO BE 2" Z' iD BUILT W/ STUCCO. y. rD - - EDGE PEN OF LO OPENING v � ' 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these Q iN drawings comply with the 2020 Florida Building Code - o o„ Residential Edition. Engineers signature and seal is only for the structurall e engineering portions of the drawing pages bearing 0 10" 6" Engineer's signature and seal. J 21i N W 4 rn _ h oCO 0 co C m�LL +q N *CO G '> to � N 4 LL W Jrr.. W a J H N M 5 LL N _ � _ co JLyLL 3(N CD a m IN I"13 L� M Z r N �o 0 d1 6" U) U W O'" rn cc m � 411 IC13 " W W = L M . O v 2 N 2" 4 3" 2" 2" iv Q Q "M Z LO M Q cn 0 > > u' N OU < Cr I W ❑❑❑ 0 1-1/2" THICK 3?" cD M IL 2 z N M 0 2a o 2'-4" rn o r 52 1 5 511,7„ 4„ I 54' 1 �„ 3 , N _ N z CD /0 Ln IN -IN Cn U_ rL� � w � � 3" 1" 12" VARIES VARIES 0 L g N a L N .) rn C W 22nLU O M wigS L E w d > VARIES VARIES c � Y _Q • ¢ N o N - - [ � 4" 8" v � 1 � __j z z mQ z 0 32 3.. 6" 4" KEYSTONE F11 b KEYSTONE F11 00 J �N r--------- _ CjA E o cal iv Q1' OPTIONALL- L OPTIONAL Q O �z o E U <- w 00 _ i _ i CV CV x o 0 c I 2 4 K4_7' �31, Nr0a z w w c I I ' 4" GARAGE DR. OPENING 4" 3 4 ' 4" WINDOW OPENING 4" 3' °-' i az mo ayi ,2 I ci 4 �? O o� f 1 �2� NOTE: z J ¢ Z z t� • INSTALL OVER STONE, TYP. a S, dO o • FINVARIES. TO HAVE TRADITIONAL Z. , d� F U ' • FOAM/ EPS MATERIAL IS ¢ Y 5 o • • LOOK &SMOOTH FINISH o Q o ACCEPTED v wI¢ '0 a0 za O- NOTE: •FIN. TO HAVE TRADITIONAL LOOK & 3 , , 2 -1 �-- -4" m O CL till Cz SMOOTH FINISH 1a' 1' 6a" 1a' 1z' I J f2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12' S4" > q LO d S-8" 7" N ^ m 00 1" 10" 1' 4" 10" cv I o F--- O cD co �i N T —1�19� p (V �/� TCID �i/ - _ LZ_ � � a--+ N � N ¢ I o O = v N N N L0 � N r Q r N (ts O O N Z O N O a0 O �t E O O M M Z E T � c E cc 0 CN Sl, d U � Q 15 p J N 1" 'Q70, f , JOB NO: 22-02390 12 N ' 1 v SCALE : AS NOTED N CDSHEET NO. GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) m • ACRYLIC SAND FINISH v N Y k i T-T.T 1 11 - �—� 3 LO m LO r to a� v` rn 0 0 N 0 J 0 Cn N 0 I J m t[ r Q 0 0 J C] Cn LO I LO v f� 0 0� c Q N a E W E 0 v c J LZ O v v ti V 0 V a y I v Y O 0 V J ID t__ CV M N U 0 Na N N M N 0 Cn Q m c ELECTRICAL SPECIFICATION 150A/2 INDOOR PANEL C CENTER NOTES: 00 #14 copper to lights &outlets S/I , � � Zlt 1, 11 i NEMA t 10 #12 copper to 20 amp ckts y�� `V V 50 AMP/ ELECTRICAL CONTRACTOR 200AMP 10 #10-�GI fo Y �� MUST VERIFY WITH THE #10- copper 3�l UT 3 copper to Dryer SPECIFICATIONS FOR THE TYPE �T OF FIXTURE TO BE USED. LIGHT I �\ FIXTURES SHOWN ARE FOR METER I I JI1� MO 2t, I I I LOCATION PURPOSES. zoo am 2/0 or 4!0 SER Alu ��, p 150amp �I� 2 UNDERGROUND inct 3q 3 032" POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING 4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV.04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUSTFAN ;O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �0 PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT u]M ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION GFI WITH BUILDER ff PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=V-0" N O t .. LL CD — — •A- J f,3 - t� f'. - L.LI . CV C14 0 CV M CV CV `%e e �.b To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H o c O C, N 3! ACV C,tT # LJL 'S V 0 LQ a)oo Lo C J , oo a)Xk LL W 0)cnr—r a o J w a - C�i c a to vS to Z@ 131 0 =I o 1% :5 :E '�' �; = 0 _j (0 W �C1No =) . . CoQ Z IL a N MZ ern O 6 U U tUn W ❑❑❑ N h 0 0 Z (D Z O Q � QQN Q J V) N Z v c Ut 0 00 fLI w p m U O N w o � N U w m c�a ' — J £ N O I L U U o N C �Q t o S o co w M w z o S z ¢ � U_ Q E E 0 o o o� > a� Zm u cu ¢� XU �L uo pV a o < N ro ¢o ww r a> 1— to U:)o 4� Z r mi F O o - c w O > z cn o� zz go Q �� a vw U <o o1z k >o o w a VO z¢T8)3 2 C:)i 0 > d- J n ' L / CA cc C) =04 N O QI � N � O CD Lf .0 N M LO LO Q r N T E O Z N Z = E r N 00 FL U J Q Q J JOB NO: 22-02390 SCALE : AS NOTED SHEET NO. 4 - I I d I I - i ,a ft,1;�auiimu,u i,i :u_�L'T_117_1�1Eam, . 3 m iq LO v ) rn 39 G cV 0 J C) C) 1 N m N cV N M N N N v 0 rn IE m v N ROOF PLAN - ELEV-Bl SCALE: Y4"=V-0" >�o qP CZ c 3 - s 0 J ®.Uj N CV O N M N CV 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. co W 4 - 'ITE co oo Nr- U �N c J LL ® 5 n oo oo � u_ LU a M M - c coLLI U) (n wa w z 3 J 5 = vs5 m Z O S t W s eNC1W O O~ W c_o =O W W 0 :2 U) . a Q _Z IL oo N a �Z �cn0 CA ¢ U3� O U W W ❑❑❑ U � Z N M o S z o � a r N Z M irrmn � U 0 f6 w 0 w N o U -- J Ewig nt _ _ 0 U o h u) N C, � W z c' M y o 4 :5 l.l_ Qr E CO z ¢ ry cu U C7 O E CC U a o � d Zz 4] i ¢o Cn Q °x U mg O ~ , ZO C N .o F QW oa �z go Q x K o a n w H 'S �I oz = ~� =3 o w L oo o ZQ a � U2i C O ` >� J Lnm LO CC Q CC H NO _O � N 07 O CD ¢ a--+ N � C) C:) Lo ` M N Ln L Q r N r a E w CD �i o z CC' Z E r a o U Q 0 -j JOB NO: 22-02390 SCALE : AS NOTED SHEET NO. 5 Fmltlos�mnm� sm�mmr�rmrnrn.nma�.■n.ae�wm.�ws�i�.�.�. 3 LO m LO v r) 0 0 O 0 M I J m U0 v all JT Q 0 O 0 m N 0 I A L0 L v C tCr 0 .a a i c �C a N N C. N E O v C J a> L� O c.>I y U 'o U a z y I Y a •U J 6Y t� 0 N N v 0 0 a [V N O N N 0 Q rn c C d H TYP @ 1 STORY H.B+ S3 U.N.O. I 0 ■ ■ ■ ■ ■'• » ■ ■ ■ ... I v ■ ■ 10 17'-28 2'-9" 2'-8" -11g II II• : � 1 � II I 0'-0" I ■'. ` II il. LJI I I M M OJ ( HVAC CHASE N I ( BASED ON `� �� \ ` \\�itf Ili 10'-10$' 'r' LOCATION ` ` ` I _ CJ \ \ r �'- HU — CJ oN 1 - - (- CJ CJ I 2'-6"x2-6"x1'-O" W/ (3) #5'S E.W. 17'-58" 1 36'-6" I TYP @ 1 STORY U.N.O.p' ■ : _ A I I S3 I . ■ 3-1/2" MIN 3000 PSI CONC. SLAB FO TOP OF CONCJ PAVER TJ.DOORI 3'-8" 4'-4" I ■ : I HERNANDO COUNTY ONLY BELOW FIN. FLR. 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 s 4'-8" 2-6"x2-6"x1'-0 PROVIDE %2" x 9 Y2"� L cli _ --3 1/2 MIL VISQUEEN VAPOR BARRIER I I RECESS FOR FRT- W/ (3) #SS E.W. 3 SLOPE 1/2' --�16'-118'8'-62'zo S3 N —r7, in L I - -1- - Tr7r,1,lh,,l, A A ■ -T co o CJ D.W. III N tr- r1,� _ _ _ I 11 I' ■ ' I I I I rr — � . .i W H S3 CC S3 I co S3 STEPS AS REQUIRED �,IcL PROVIDE 1 y" RECESS "' I I11 �� III`=' I i . I � L JII o o - i� PER FIELD �_ FOR SGD. REFER TO 13 MASON'S SLOPE FOR I r IY I 2„ T-4- 2 1„ T-1- z x ui M CONDITIONS : I II IIh WIDTH ifl Y) _I 4'-0" 25'-6" II u- =JJ 20'-6' LO I I EDGE OF SLAB 2" ( (2) #5 VERTICAL x v N I ' BEYOND WALL BARS � 1 KITCHEN ISLAND 11 LOW WALLS K S3 BUILDER TO PROVIDE I J I I I I CHASE TO . ' ' ' ' ' ISLAND vr- APPLIANCE PROTECTION S3 WHEN REQUIRED PER FBC ■. - INUICATES FILLED CELL w/ 3000 PSI `O I -t-CJ 11 _ -1-CJ I 10 A CONC. GROUT FROM FT. TO BEAM :: 11 60 S3 W/ (1) #5 REBAR VERT ABOVE SLAB I (' it TYP @ ALL PLACES SHOWN � in TYP @ 1 STORY U.N.O. I HOOKED FTG. DOWELS 5" EMBED WJ 25" EXT. ABOVE SLAB "GRADE 40 --�-�---- � >.-_._---1� -3 1/2" SLOPE 1 _ _ STEEL" I 6P.0 I OPT. D I: A.■' _ I 0'_0 I I I I I L J I - - (2) #5 21'-016' 4'-6-1' 16 I I VERTICAL BARS CV 2'-6" x 2'-6" x 1'-0" rn I VERIFY LOCATION W/ (3) #5'S E.W. I ELECTRICAL PANEL--1— ----------�— --------J --- ----J 2' A TYP @ 1 STORY S3 U.N.O. VERIFY METER LOCATION WITH BUILDER M 15',0" 10" FOUNDATION PLAN MONO - ELEV-131 SCALE: %4"=V-0" 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 UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN.- 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w w 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. **Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar wJ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" -C r" ` r r, Y� N, N N O CV M N N O ,t .M To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q of oo N ik CN LL 0 0 m lo J � tf) wU1 �k LL w H a i rq n r� LL w a Mv o. Y J LL LL L a � Z ° 00 ~ w N LL ° -J W 7 C) 0) ILa N `30 IL MZ Mcn0 0 Q U _j N W M � N th z � � U cN z 0 4 f6 OL11 t✓1 o cq a,s J ., o-- _ E ® 8 d . L C, 0 zz M M z o ¢ 2 LL- E zo o� 0 ® Z® Ion r0 x 2F U� o oo O' o N az ww o C,OY N 0 o Q I m a' Q W 1z N N 82 Z a o vw =3 o O w �o aF (z:> ( 0 C O i L Lrn 03 .--�.LO C) J (37 C)Y 1 U � O M m Q Q N I N M I.() Ln Q t— N T E Z c o z N z v E r (n a U q CID JOB NO : 22-02390 SCALE : AS NOTED SHEET NO. 6 SEE 3/S5 FOR STANDARD GABLE END FRAMING 2X TOP PLATE TO — GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C.— W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING 0 z Q W U) 0 0 0 CL J _I U- STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM GE151 FALSE BEAM @GABLE END (2) SCALE: 3/4" = V-0" o M LO '3 r ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RS H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) I W VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r io HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: /fs" EXP. 1 (24/6) or 1%2" EXP. 1 (3 6) TILE: 1%2" EXP. 1 (3Y,6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %$" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. V V V CJ -- ..., Lp Q --- n Q it ; CJ3 CJ5 N Q O Q O Q F- CD ¢ F- Q . F-. Q Q r Q Q M Q F- Q F-M Q Q (7 LO co N 000 m m m m M (� MLJ SIM GE1 _ FE FG1I k0 18 D1 EJ7 I (2) 2x12 #2 SYP WD. BM. w/ FLITCH PLATE. BOTT. OF B' SIMPSON HU410 w/ (18) TITEN EJ7 1/4" x 2 3/4" & (10) 1 Od NAILS EJ7 EJ7 EJ7 EJ7 I CJ5 CJ3 II EJ7 nI EJ7 EJ7 EJ7 X (2)_ EJ7V II I EJ7VA I I cb EJ7VA 0 I � Q X (2) EJ7VA CJ5V CJ3V CJ1V EJ7V EJ7V EJ7V Is EJ7V I °I EJ7V II n ( EJ7V I A7 M LO U U U (2) IL o TYP A 1 S5 a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] TYP. BM TO CO. CORNER 7/16" OSB 0. @ 6-8" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 112" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 112" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F `N/ (2) D INKERS (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 11010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)1 Old x 1-1/2" * MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (8) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO, PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS wO INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS Ifl(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Bl SCALE: %4°=V-0" (U -~ L L, C, v t�. C f, '-` _� n1 tf fV O N N 0 M 0 " a -�x 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. F' 4 E ti oQ �m1- N V N po W J lL 0 ) � � Z J 00 in ik LL ffi d cn r, PL ', Lu _ J LaLL a- � 3: z C13W O _coy 0o 0::E 1 �,;z of 0 -1 '. C3 I W W M, < � ¢ < Z IL LLa F Mz° avno N U V Z 0 C W ❑O❑ z N M o g z o Q Q J U) N ^ M z o W 4-1 � � O— N w o c r LU S � N C) o y c U) '0 r• CD coz M M m a E W O z d N z® cu N XOU &a d o 0OU 0 d W w L wo ¢ C/) o m O z C: J U � Q W �z z0 U Q C LLa �w W do oLL r- �3 C:)w� 0 >° a za o� c O 0 ` J LO m fA r� Q 0 C) Co04 N C) ZeCr r U _o U) Y m m ¢I 4--+ N No LO N LO L r < M T— E 'E o z m Z E E d U -j Q p -j JOB NO : 22-02390 SCALE : AS NOTED SHEET NO. 7 -- 3 -n J m LO L0 Cn v 0 0 0 J O rn O I OD L1-) un rn v 0 0 J 0 rn M 0 I LO L v Cn Yrn L 3 a N N N d E F2- (D E 0 0 v N J N r7 E2 0 U E C 0 UI U N a z I v ID U J N N CN cV Gi 0 0 a CV cV O PM N N 0 V) Q m v GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . 0 Safe vertical load Safe horizontal load \� GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTS 8F44 1 B/1 T 81740 1 B/1 T 8RF40 06/1T 81`32 1 13/1T 3 FORM do GROUT SOLID of iV Q 0' < LU U O #5 BAR CONT. 8F12-1 B/1T O V' LINTEL DETAIL SCALE = N.T.S. EM M =0 MIEN on no � 00 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J LU 8F16- B/1T " rQUANTITY z tNOMINAL. OF WIDTH #5 REBAR AT TOP NOMINAL- o HEIGHT ILI MATERIALS cTi precastlintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 (1)REBAR AT TOP ALTERNATE POWERS MIN..(1) REQ'D LEAR STEEL LINTEL C O n d ° .M.U. #5 REBAR AT TOP a° A MIN. (1)REQ'D - 1-1/2" CLEAR ° ° G A d ° GROUT h J Q n m F 5 REBAR AT = - cn j on �= ° O BOTTOM OF w w W O LINTEL CAVITY (n LU OTTOM o ¢ U O REINFORCING PROVIDED IN LINTEL o c7 Co - p w Z N Z. w7 3: j #5 REBAR AT B( 7-5/8"ACTUAL NOMINAL WIDTH (VARIES) U)= a AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitluos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-0" LL O 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=1'-0" 0�7 X C9 ' C: 4 2 a; FLU C'V 0 CV CV c o d v 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. C) W Q h v E 0 co 3 N ti N C5 l�L V o C) �U 0)tn�n Q o w a- Qj _J LL a Y c u- a w 'S o 0a �Z_y r m 'Fu N (Q u J W 05 cj ¢ a Z IL a L0 mzXr20 Z N Q U N °" Z W ❑ao U z N a o N Z mE3 z � � Q h N Z o W (D o LL a-1 cri w m O �N w o d in U c w 1 J E t6 O I = t Uhl U� U ) N `� Offil a 44 o J Z w z co M 0, Z Q LL E z� ow o Zry Qo O E V a0. za oca 0 G CD XO OQ a wo �O U� f wz CN o i ao m� Cn 0. O, z Z N J <m aw zz N �i°0 w a W Q wLL rn w JZ w ,F >° o _< aF °3: 0 `O = > d' LO m .-� Q 0 I- CO Np _O CV �- O Y U N N �± L0 LO Q N r r N E E c O Z Co Z v E 1- N c a E U � ¢ p -J JOB NO: 22-02390 SCALE : AS NOTED SHEET NO. 8 3 m L0 a� cn 0 0 0 J 0 m N 0 I N E3 m LO LO 0 0 a 0 cV 0 0 J 0 M 0 1 N L0 L cn -72 0 rn Q N 0 i n- E E 0 S 0 i a LZ 0 U 0 0 UI U a� -o a a Z a� I y s 0 v V J a� L� N N N hi 0 a cci N M CV a N m v a� 0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING U G WALL ENCLOSING THES E COMPARTMENTS WHERE THE BOTTO M EXPOSED EDGE 0F THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE, 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0,836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS, 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1, THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. . SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2. 2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2. 2. 6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 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 L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4. 1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 �„ GROUT FILLED MASONRY: 4, 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1, INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4,8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, be or forms. Permanent forms be etc., shall made with permanent metal plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete overpov and mortar along the foundation perimeter must be removed be ore extenor sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalis. 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 control company before a certificate be issued. pest of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'4' 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. NIf1TC- IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. cv ^� C3 t 4 r O o O 1' 0- W CN CN 0 CV M CV � A z? y To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. of 0 F, a o E co ti o Q8 Next O N W J N LL V 0 C7 q J 7 In .0 W fA rn�ti�2 W a- CL N M V S � fn (n d 0 /Q Ri Z 13 JLLLL W r; DWI �i 2N,c c_o C0-j W a. C-" � (0 . d a d L LL0� d a N M Z C O U zO W U vUi 0rl11 0 M � Z N M _ O N o� Q � J N M Z a - U a 0 Ln Ln w U 1 1 J ••.. oil1 U o N " 0 ®o 2 o w M 0 uj ZZZ U- ni E E OU z wE > � � oa F- c6 x0 01 L)0 o� a o @ CV a� O ¢ wz 4; L ,p U) CY - o z �o m� O O� Z J �2 Qw lw Z ID 3 F Z go fl_ oe � a N W U o v w OR a0 S 3: c C:)Z 0 `` >'11 J L0 rn Q ^LO^,, i co p � N O Y m m Q a--+ 0 N 0') Cp C) N t LO LLo Q r N r E w = Q o z z E T vi N `m c m E �' JOB NO: 22-02390 SCALE : AS NOTED SHEET NO. S N 3 m LO u7 Cr 0 V) 0 0 0 J 0 rn 0 cV i m LO v Cn 0 0 0 cV 0 LO 0 rn M I Lo `v C VCr 7 �l a N 0 i d E E 0 x v G J LZ U O C 0 cal 0 i i z I i 0 91 J a� N as 15 6 c� CD M 0 z 0 w m v THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING I�1 Ill 1`1 Imo........... L .:.:.:....:.::: \ :::I::.:::::::::::��:::j....... 16GAx1-1\2" LONG (3/4"-1" CROWN) 8'..............1.. STAPLES @ 6" O.C. VERT BETWEEN MAX......... k . .........I......... �...... 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) -OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O O O 5'-0" a - 0" 0o STUB -OUT FOR 1'-o ° ' GAS METER O p � U O F 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 1I T-9" (3)16d TOENAILS 2" X 10" @ 16" O.C, 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 1IT-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber FILL CELL STD. 900 HOOK BOND BEAM w STD. 90° CONT. #5 CONT. #5 I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO I CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" max }Small gap 2" min. 4 max. � 1 Clinch na when possible V I Its i 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 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 %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange uthcutst. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 1 ;nnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap + / / N`t Boise Joist Blocking Llse 3" I10dl nails at G" n-c. QY/ Provide adequate bearing for each lapped joist. Odnails SECTION "INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. �� �►i 6 A 1 2' ROUND HOLE MAY 6� 6rr DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" THE WEB, PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 8 1'-C' 'I 1 T 7° 1'-2 V 3' 1'-3 1'- " 1'-'l i'. 2'-4'" 2'-9' 3' 2' 3 7'" _ 16'. joist 12 1'-C' 1' 1' 1' 2" 1-2 1' 3" 1' " 2 4" 2-11" 3' 7" 4' 2" A' ' 'i'+ 16 1'-0'" 1'4' 1'2" 1-2 1- T" 2' 5 3-2" 3-10'" 4'-9' S 7"' G-4 20 l-U'itire1,Z'1rZ'2'-i" 3-'" 4' 9' 4-10" 5-11" �6'-11'" 7'-11"1'-3" d7-Z' 2' S" 37" 4'- 5,10Y. 72'" 8' 4'° 8 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Web Stiffener Fastener Schedule Joist BearingLocation Series —Depth End Intermediate BCI5000S 9-1/2" 2-8d 2-8d 11-7/8" 2-8d ! 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160sYN 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d _ 6-8d BCI90s® 11-7/8" 3116d 3-16d 1 14" 5-16d' 5-16d 16" 6-16d 6-16d I SIMPS( w/(22) NAILS 1 5/8"D THRU BOLT SIMPS( w/(22) NAILS 1 R TRUSS 'OP PLATE 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 A/C CHASE 4" PVC SLEEVE THRU STEM WALL M Backer block (12" wide min.)IT! I II I I� ► _ —I T Nail with 10-10d nails. - Install tight to top flange. SLEEVE THRU STEM d ° a. Joist hanger SEE PLAN FOR a. a . • •, FOUNDATION INFO a i STEM FOUNDATION y \ 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 1A"-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 e p Vdepth of a IL � �_ I -JOISTS BUCKETS N.T.S. GRADF REINF. SEE PLAN rvu %,nmor- 1+ rvl. SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ' SECOND H10A SIMPSON H10A ° a° (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION t" a d -I l lill l llil� , . 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE Q � I = � '; , .Tir�,,�L 1 I' SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0"—\ CENTERED @ PIPE PENETRATION a PVC OR SCH40 SLEEVE / rPLUMBING LINE �Z \ .a • � a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION d d PVC OR SCH40 SLEEVE PLUMBING LINE aQ ° / ca G a d a. . I_, a SEE FND. PLN. SIZE & REINF. (D O h Cz a-) u, < 1 t fV N 0 CV CM 0 n4h,w p.0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. om N n W F� E voo � v001* j� LL 0 F 7 00 y J 7t LL W QN M V JELL U) U) a Ly� t9 Z_ m 2" 0 0 t :5 C� CD 0 M O W 6 10 a Z us pjQ ¢ a N (�) z U = L.O U � UUY ZO W M Z N M og z Z o Q � r— t/') z 0 m 4-1(D (Z N o O WULJ U _ 8 z� L U o ° N 0 I� r• o CD w co M p z z 4 U_ Q E O E zo <E Zo z® 0 X O �� 00 az z O E Q° 0 z L wo ¢p �� m� - a �m o z. zY Cn J F� aw �Z N 5°0 Q dp a Z. ti W W 0 oLL F, w S H o wa �o v za 03 L > LO`L a� rn Q _O CD N Cr Y �O MY W 00CN ' QI ate-+ �Q N O N co L� LLO r Q M T ai E = o z co z E T Cn w `m a U � Q Cc JOB NO : 22-02390 SCALE : AS NOTED SHEET NO. S N 1 3 CL] LO v Cnn 0 a 0 0 0 (n N 0 J m LO v 0 .a 0 CV 0 LO Ih 0 I L0 v v cn 9 OS 0 3 Q N 0 i a a E 0 0 J LZ E 0 U E c 0 v1 'o i U i a z y i 0 v 0 17 M CV v 0 N N cV v a (/l Q P 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INS 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 5/8"OR 1/2" HIGH STRENGTH - ` `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH — GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. ABOVE) 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 20x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ INTERVALS NOT EXCEEDING (12) 10d NAILS 10'-0" (R302.11) 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ FOR UNDERLAYMENT EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10-0 (R302.11) 2 x3/16 PLATE WASHER (TYP.) - REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH ALT: 1/2"x12" TITEN HD 24" z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGEANCHOR PRE ENGINEERED WOOD APPLICABLE. °� 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) TRUSS @ 24" O.C. U.N.O. 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & .� SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" 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 1Y-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON S01 / 10 10d NAILS HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _ 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ 1, IV) 10d NAILS IF NOTED, THIS REFERS TO THE w ( ) TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS (TYP.)A WWF OR FIBERMESH "' ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE MOISTURE BARRIER OIL A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 D ° SHINGLE ROOF, SHINGLES TO ' a ° 2 @ 24" O.C.) WWF OR FIBERMESH CH 2" ATTACHMENTS WWF OR FIBERMESH BE IN ACCORDANCE W/ ASTM D7158-CLASS G or H, or ASTM _ -I I 1-III=1 1=I l D I I I �I I �I I=I I z ELEV. -0'-31(2" 31/2" MIN. 31/2" MIN. D3161-CLASS F, IN 1=I I —I I-III=I 11-1 I I=1 1 ' 1—III=1 I I I I=1 ° - - I 2x4 CONT. A.F.F. o ° - ° III I r ° ' ��- 31 b I 1=TI=I ACCORDANCE W/ TABLE I I I-III-III=I I=I I=III=I �I I I=I �I t .; a o ° I I -I I /2"(min.)- 4" - D ° I . 9// 1/2"(min.)- 4" D ° R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION =I I I �) I �I I I —I I I I I =1 I III -I I I I' GARAGE DEPTH VARIES °° - ° •. -I I �� 3 1/2"(min. - 4" 11=1 I I —111 I I fir- (2020)I' =11 RESIDENTIAL a fi�=111 j I I -I T� ROOF SHEATHING - SEE (2) #5 CONT. SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING 4" 1'-4" 8" FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG� GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP an SHEARWALL ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � SCALE: 3/4"=V-0" C'� "SHEAR WALL" SCALE: 3/4"=1'-0" I 5/8" OR 1/2" HIGH STRENGTH CEILING ALUMINUM DRIP BOARD PER CODE (OR 5/8" EDGE GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA \2'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE 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 TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 - NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE 00 6 MIL VAPOR -( I I BARRIER ; D 4 g COMP. SOIL.I (COMPACTED TO 95%- MODIFIED PROCTOR I I I I 1T=1 11=1 I l i ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1' 4" (1 STORY) STD. 90 NOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" �c3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14"O.H.D. RECESS PAVERS �� z Cl) SEE A/S3 OR J/S6 --"-I-U I I I I I i 11 l„ I I Ii F, LI-1-7. FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.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 UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL- 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ,o1 ens M oo —�—_ 31/2"(min.)-4" =L �I - y III=T -` l ITT, I I=I 11=1 11=1 I f —III=1 1=1� 'TI= (2) #5 CONT. 4 U.N.O. MIN. � TYPICAL BEARING WALL @ STEP / CC 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C 0\&Moos ,d� N� INSULATION PER FBC AND ENERGY coN 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8"THICK. K.O. BLOCK @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR —� "' 2x P.T. PLATE ASSUMED FINISHED '= PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR — GRADE z D �„ s, D D ' ° D J M ° D FINISH GRADE GRADE 40 MIN. F = 40ksi #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP 30" MIN. LAP] [ FOOTING MONO SHOWN ,J1 - - -11- \ `' > °O 6 MIL VAPOR BARRIER I R D ° - I —I I=I I I� . FOR CLARITY - �- - '��II #5 REINFORCING BAR R 1 7/8 z I III —III —III —I r Z T I i t D. =III=T 111=1 2 t.q I AP sPI 1cF NOTE: * ! - - COMP. SOIL. (COMPACTED TOT�I-III- FOR BEARING WALL - W/ UPLIFT ONLY -_ _ __ __ - _' 95% MODIFIED PROCTOR ASTM ��=!ill ill=-' — D1557) 'll I�IIII�II�I�III�I�r7— III 4�� 1,_4„ 'I I=�Il,ail�-_I IaL�: III -,1_II i 1=11 FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-01, S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" Zr GRADE 00 _ lil-1 1—rTi—tTrl _ -(1) #5 REBAR w/ OPT. I. I I I I I I I I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS =III-1��Tfi Ifl '11.- -III—I 4 I °? -1 1 _ - I . • .- . I —I 11' SEE A/S3 OR J/S6 J -I! I I I 111 —1, i I 111 I r- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S.QS3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2,� 1/2" FROM SLAB 0'-01, J CONT. BEAD SEALANT INK INTERIOR . -31- -/2 aa. K v ' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 4d ° 00 E - N T=1TI= —_ Cn 6 MIL VAPOR BARRIER = i l— I I I I— I I 11=� 11= TI I I 11 I I I ITII' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3l4"=V-0" S3 x x 1 1— 11v� A x y — II��v�or-tea REINFORCING•1 O• .6 AP P_ SCALE:3/4"=V-0" \ S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM a END OF 2" x PLATE LU D U IL a b LU LLI TI I �I I I I I I 1=1 REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL 'r BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE O.S.B. COLUMN LOCATION I! I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE c j ¢ w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE CONNECTION INFO. �w 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w 0 SIZE VARIES PER PLAN CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS d > -i FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N o W SIZE AND REINFORCEMENT) WWF OR FIBERMESHLU U-0" FIN. FLR./-6 BRICK PAVERS or SLAB PER COMMUNITY SPECS °A III �—III=1 I I� I I I —I [T-- I I=1 -1 --- HIM] r v0000. � ---- •wv •,vvvv 1 . • r 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH =1 I =1 I I—ITI- I I I Ili T7 T ;- (2) #5 CONT. -11 I,-11 ICI 11 1 hI 11 ; I ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) II I WWF OR FIBERMESH SEE A/S3/J/S6 � l -` 1 8" l FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS It@ S.G.D. � M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND' PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' M co GRADE LU �'} = J ! I� n • III -.-. LU d W U W Z 00 • �' • • - Z_¢ tL M�Q _ _ w FOOTING v _l _III =i „i l - BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE SEE SCHEDULE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL (N� SCALE: N.T.S. �3_ C" a • s, { v n a 11�' i� y �• f 0 O W CV CV O CV N y4L N iP Q 'tJ f'- E To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N C) .Wp `ry ti vEE �co 00 C,,8 N r- 4t V 0)e,24J � � J a NO n r° Lu LL d a N M 71, Y 10 I I d Lu Z J 6o r@ C, O o Lu W(1) O Z LLW c ¢ I a N m Z of Ln O O U 0_5 u Z ❑ ❑ ❑ M � z N 0 0 z co z o � J d � N M 0 o C1 170 w � a U Ow to o c w U W J zt c CO ®0 CD CO Z M co a o� a U- E �o ;? E o w= z® oa CO f— C O 00 o L � ao _� m0 �� of z C: a) J �m < �w z z U] p Z 0p QU Q �w W <0 F o CID u w� op �O a o1 � za 0� �O ,o = E > d' J L0 °' m �--.LO@ Q 0 O j NO N Cr m N CD N M Ln LO < r N ai w C)V) o Z f0 Z 7 E T c = E c JOB NO: 22-02390 SCALE : AS NOTED SHEET NO. S3 (MONO) , s li�ul,, 1111� 11,111111141 lRddi rNii �#�Il�f"7 'i III IIIId�FNiG'9 11 11! -..�1� ail' i �. -I ,-- . � 3 m LO Ln E v 0 0 0 0 J 0 N 0 LO m rn Ln V_ co 0 Q 0 O I 0 01) 1-n CV 0 I N L v o- 0 3 a N 0 a E E 0 C J O U E U N 0 a :a i I j 0 v J C� 0 0 0 a N N M cV Jj 0 0 m v (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM 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 5/81, 8" 7 5/8" 8" 77 SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED STEEL AND GROUT EXTERIOR FACE OF BLOCK ❑ ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM PLATE INTERIOR ❑ I ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" uARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 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 TOENAILS 3 d T&B ( ) 10 NAILS H A S ATEACH STUD AS REQ D 2x BLOCKING @ MID POINT EVERY OTHER F_' ++ STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO 1' 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. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN DOOR OPENING DOOR OPENING EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 a a a a a a 0 g" 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 W1(1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL, Q 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 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE V� J W 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.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER - CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a a a a o 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. 2x CRIPPLES @ ---' 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.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 vvvr� r nnvr. 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 (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (41 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 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. SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. 54 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A I —y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EBLOCKINGW/ 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 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" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL r SCALE: N.T.S. — PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 k�P�ICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED �\ /10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 14 16d TOENAILS TO T6P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON P SIMPSON SP4 SP2 12 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING C P.T. SEE SECTION AA/S1 ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON / LINTEL SP4 SP4 SIMPSON SP4 SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) 3 (5645# SPF) (6970# SPF) G (9335# SPF) N. 8" 'OXIED A.T.R. & NUT OXIED A.T.R. & NUT DXIED A.T.R. & NUT ROOF TRUSS ABOVE /- 2X BLOCKING I 2X8 P.T. BOTTOM P ATE I C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE D 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 10d NAILS @ 6" O.C. STAGGERED A STAGGERED 0 o TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" 0/C FIELD S4 f.(D • 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 41 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 0 - 4 'X L- Cam" v I c�)no ¢ - D V C to +� >W Q_ t� N N O N C") N J l' 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W V E ( t- o 4 8 N (0 0 O J N C � J U. H 9inm con xt a tn�r:R LL w _ M a a Y a u a _ C)Z c. ; � � � �yao OF w 'FUNco K O -j _= a N co Z of to O ci vi OU U_jv z W ❑O❑ z N z o z o r` U0^ z W o u- a-1 w � N U O V) w 0 y N .n ft3 F- Cn U LU r-- - E v o � o 40 ti oIC �Z w Cl)o Z¢ i J U EI :z E Q =o �o oLL F ¢ s Z® o a cu o oo 70 (d Cl C) K oa ao o� wz CV o ¢ r L rp fn C - a o o .0 F o 0, J N ¢ o< Zz 30 aZ rn w wo �� zF - � C:)w aii ¢ c� o 0 �< a °§ 0 0 0>1 J LO LO d> m co 0- 1�— L— 0 � CO j 0 � Y ''^^ ) m m a-1 O N N N LO LO < CV T t— 04 C)Z Z ca c E T E N m ui ca c @ a c0 ° ¢ o JOB NO : 22-02390 SCALE : AS NOTED SHEET NO. S4 L m Lo 2 C� 0 O 0 0 N 0 i m u'O v _ cn 0 O 33 J 0 to 0 I N LO LO 0 04 an CV cV N 0 a E F2 N E L v J LZ 0 U v C U i V N O a_ U Cl- a) .55 0 v 0 7 N 0 M a� 5 0 o_ c� 0 J 0 0 0 m -v 0 SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-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 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE @ 8'-0" 0/C. WEB LENGTH & NOTCH AT ' EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & SILL (2)10d TOE NAILS @ EA. FROM LEDGER TO • 1/2" CDX PLYWOOD OR END '• BLOCKING ' 7/16" OSB SHEATHING GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP, BOTTOM 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS OS Od NAILS SHEATHING 6 CACHED 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 I" IF >9" SEE 1O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 `-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) NAILS @ EA. END GABLE TRUSS 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING FIRST 4 ROWS OF (2)16d OSB SHEATHING ATTACHED O : ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12" 771 AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD 2 16d NAILS BOTTOM ATTACHED O W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 150 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 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 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. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4)1/4"X2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N X-BRACING, AND TOP r "' x SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° 00 SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2)16d NAILS `° 0 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF 1 1 2 1 1 2 EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS 4i� NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3" OR EQUAL (D = 0.207", L = 41/2" OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d ) ) (D = 0.207", L = 4 1/2") OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA, x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS IM 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) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" 8d @ 6"0/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/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xi 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 0 ( } 2x4 "T" ON TOP OF PANEL I LL-i EXT. WALL CONN. �a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, 4" O/C (2) WITH I— (2) 12dOTOENAILS CKING / NON -LOAD BEARLNG LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 S5 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 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('10 SCALE: N.T.S. S5 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 Jm ° `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • Z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C `-MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-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 HGA10KT w! (4) 1/4"x1 1/2" SDS__ - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION auvi"Unj arz wr k I G/ 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o c� CORNERJACK 0 Y a Q W Z 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MM M: WM 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 ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 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 o d � z:; - ui N O N M N 0 ac f' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. NCD W -TE Z00 00 oS _R�. 0 9 uO co 0 sk " a re �rti- - W �Mv a Y vi � u_ a U, 7• .r- N Q _ 00 S W ���o' Q Q Q 0 0- Z N M Z of to 0 O U U E ai hmw W oao 06 o � QQN O Q Q J / �^J' Q) O 4--J u, T-* U1 O r.,_r o �_ w N .) c di di Uj J S U o US � `� Q N 0 II� w M ¢ Z M o zo •ai Z E 0 Z l E 0 z 0a I U B K O � U U 0 o a¢ °< a E Q� wz WU 79- i ¢o w0 z I 0 (� CY �� _ e ZF a� m ?� w N J ¢� �z N � oa 50 a <0 2F ao F_ o� �3 o Uj > ° a to C O i O > d' L / rn LO Q 0 Fy- O Cc :3 C) N O m � m ¢I o O L O Q 04 O7 r < N � o E E CD Z N C i/i z E r y m E g • • -a 6 c IL U Q p JOB NO: 22-02390 SCALE : AS NOTED SHEET NO. S5 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 I" IF >9" SEE 1O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 `-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) NAILS @ EA. END GABLE TRUSS 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING FIRST 4 ROWS OF (2)16d OSB SHEATHING ATTACHED O : ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12" 771 AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD 2 16d NAILS BOTTOM ATTACHED O W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 150 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 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 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. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4)1/4"X2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N X-BRACING, AND TOP r "' x SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° 00 SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2)16d NAILS `° 0 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF 1 1 2 1 1 2 EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS 4i� NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3" OR EQUAL (D = 0.207", L = 41/2" OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d ) ) (D = 0.207", L = 4 1/2") OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA, x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS IM 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) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" 8d @ 6"0/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/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xi 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 0 ( } 2x4 "T" ON TOP OF PANEL I LL-i EXT. WALL CONN. �a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, 4" O/C (2) WITH I— (2) 12dOTOENAILS CKING / NON -LOAD BEARLNG LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 S5 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 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('10 SCALE: N.T.S. S5 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 Jm ° `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • Z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C `-MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-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 HGA10KT w! (4) 1/4"x1 1/2" SDS__ - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION auvi"Unj arz wr k I G/ 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o c� CORNERJACK 0 Y a Q W Z 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MM M: WM 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 ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 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 o d � z:; - ui N O N M N 0 ac f' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. NCD W -TE Z00 00 oS _R�. 0 9 uO co 0 sk " a re �rti- - W �Mv a Y vi � u_ a U, 7• .r- N Q _ 00 S W ���o' Q Q Q 0 0- Z N M Z of to 0 O U U E ai hmw W oao 06 o � QQN O Q Q J / �^J' Q) O 4--J u, T-* U1 O r.,_r o �_ w N .) c di di Uj J S U o US � `� Q N 0 II� w M ¢ Z M o zo •ai Z E 0 Z l E 0 z 0a I U B K O � U U 0 o a¢ °< a E Q� wz WU 79- i ¢o w0 z I 0 (� CY �� _ e ZF a� m ?� w N J ¢� �z N � oa 50 a <0 2F ao F_ o� �3 o Uj > ° a to C O i O > d' L / rn LO Q 0 Fy- O Cc :3 C) N O m � m ¢I o O L O Q 04 O7 r < N � o E E CD Z N C i/i z E r y m E g • • -a 6 c IL U Q p JOB NO: 22-02390 SCALE : AS NOTED SHEET NO. S5 150 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 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 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. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4)1/4"X2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N X-BRACING, AND TOP r "' x SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° 00 SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2)16d NAILS `° 0 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF 1 1 2 1 1 2 EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS 4i� NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3" OR EQUAL (D = 0.207", L = 41/2" OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d ) ) (D = 0.207", L = 4 1/2") OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA, x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS IM 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) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" 8d @ 6"0/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/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xi 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 0 ( } 2x4 "T" ON TOP OF PANEL I LL-i EXT. WALL CONN. �a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, 4" O/C (2) WITH I— (2) 12dOTOENAILS CKING / NON -LOAD BEARLNG LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 S5 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 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('10 SCALE: N.T.S. S5 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 Jm ° `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • Z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C `-MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-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 HGA10KT w! (4) 1/4"x1 1/2" SDS__ - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION auvi"Unj arz wr k I G/ 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o c� CORNERJACK 0 Y a Q W Z 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MM M: WM 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 ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 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 o d � z:; - ui N O N M N 0 ac f' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. NCD W -TE Z00 00 oS _R�. 0 9 uO co 0 sk " a re �rti- - W �Mv a Y vi � u_ a U, 7• .r- N Q _ 00 S W ���o' Q Q Q 0 0- Z N M Z of to 0 O U U E ai hmw W oao 06 o � QQN O Q Q J / �^J' Q) O 4--J u, T-* U1 O r.,_r o �_ w N .) c di di Uj J S U o US � `� Q N 0 II� w M ¢ Z M o zo •ai Z E 0 Z l E 0 z 0a I U B K O � U U 0 o a¢ °< a E Q� wz WU 79- i ¢o w0 z I 0 (� CY �� _ e ZF a� m ?� w N J ¢� �z N � oa 50 a <0 2F ao F_ o� �3 o Uj > ° a to C O i O > d' L / rn LO Q 0 Fy- O Cc :3 C) N O m � m ¢I o O L O Q 04 O7 r < N � o E E CD Z N C i/i z E r y m E g • • -a 6 c IL U Q p JOB NO: 22-02390 SCALE : AS NOTED SHEET NO. S5 0 ( } 2x4 "T" ON TOP OF PANEL I LL-i EXT. WALL CONN. �a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, 4" O/C (2) WITH I— (2) 12dOTOENAILS CKING / NON -LOAD BEARLNG LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 S5 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 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('10 SCALE: N.T.S. S5 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 Jm ° `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • Z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C `-MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-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 HGA10KT w! (4) 1/4"x1 1/2" SDS__ - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION auvi"Unj arz wr k I G/ 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o c� CORNERJACK 0 Y a Q W Z 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MM M: WM 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 ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 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 o d � z:; - ui N O N M N 0 ac f' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. NCD W -TE Z00 00 oS _R�. 0 9 uO co 0 sk " a re �rti- - W �Mv a Y vi � u_ a U, 7• .r- N Q _ 00 S W ���o' Q Q Q 0 0- Z N M Z of to 0 O U U E ai hmw W oao 06 o � QQN O Q Q J / �^J' Q) O 4--J u, T-* U1 O r.,_r o �_ w N .) c di di Uj J S U o US � `� Q N 0 II� w M ¢ Z M o zo •ai Z E 0 Z l E 0 z 0a I U B K O � U U 0 o a¢ °< a E Q� wz WU 79- i ¢o w0 z I 0 (� CY �� _ e ZF a� m ?� w N J ¢� �z N � oa 50 a <0 2F ao F_ o� �3 o Uj > ° a to C O i O > d' L / rn LO Q 0 Fy- O Cc :3 C) N O m � m ¢I o O L O Q 04 O7 r < N � o E E CD Z N C i/i z E r y m E g • • -a 6 c IL U Q p JOB NO: 22-02390 SCALE : AS NOTED SHEET NO. S5 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 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('10 SCALE: N.T.S. S5 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 Jm ° `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • Z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C `-MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-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 HGA10KT w! (4) 1/4"x1 1/2" SDS__ - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION auvi"Unj arz wr k I G/ 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o c� CORNERJACK 0 Y a Q W Z 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MM M: WM 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 ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 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 o d � z:; - ui N O N M N 0 ac f' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. NCD W -TE Z00 00 oS _R�. 0 9 uO co 0 sk " a re �rti- - W �Mv a Y vi � u_ a U, 7• .r- N Q _ 00 S W ���o' Q Q Q 0 0- Z N M Z of to 0 O U U E ai hmw W oao 06 o � QQN O Q Q J / �^J' Q) O 4--J u, T-* U1 O r.,_r o �_ w N .) c di di Uj J S U o US � `� Q N 0 II� w M ¢ Z M o zo •ai Z E 0 Z l E 0 z 0a I U B K O � U U 0 o a¢ °< a E Q� wz WU 79- i ¢o w0 z I 0 (� CY �� _ e ZF a� m ?� w N J ¢� �z N � oa 50 a <0 2F ao F_ o� �3 o Uj > ° a to C O i O > d' L / rn LO Q 0 Fy- O Cc :3 C) N O m � m ¢I o O L O Q 04 O7 r < N � o E E CD Z N C i/i z E r y m E g • • -a 6 c IL U Q p JOB NO: 22-02390 SCALE : AS NOTED SHEET NO. S5 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 HGA10KT w! (4) 1/4"x1 1/2" SDS__ - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION auvi"Unj arz wr k I G/ 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o c� CORNERJACK 0 Y a Q W Z 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MM M: WM 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 ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 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 o d � z:; - ui N O N M N 0 ac f' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. NCD W -TE Z00 00 oS _R�. 0 9 uO co 0 sk " a re �rti- - W �Mv a Y vi � u_ a U, 7• .r- N Q _ 00 S W ���o' Q Q Q 0 0- Z N M Z of to 0 O U U E ai hmw W oao 06 o � QQN O Q Q J / �^J' Q) O 4--J u, T-* U1 O r.,_r o �_ w N .) c di di Uj J S U o US � `� Q N 0 II� w M ¢ Z M o zo •ai Z E 0 Z l E 0 z 0a I U B K O � U U 0 o a¢ °< a E Q� wz WU 79- i ¢o w0 z I 0 (� CY �� _ e ZF a� m ?� w N J ¢� �z N � oa 50 a <0 2F ao F_ o� �3 o Uj > ° a to C O i O > d' L / rn LO Q 0 Fy- O Cc :3 C) N O m � m ¢I o O L O Q 04 O7 r < N � o E E CD Z N C i/i z E r y m E g • • -a 6 c IL U Q p JOB NO: 22-02390 SCALE : AS NOTED SHEET NO. S5 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MM M: WM 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 ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 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 o d � z:; - ui N O N M N 0 ac f' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. NCD W -TE Z00 00 oS _R�. 0 9 uO co 0 sk " a re �rti- - W �Mv a Y vi � u_ a U, 7• .r- N Q _ 00 S W ���o' Q Q Q 0 0- Z N M Z of to 0 O U U E ai hmw W oao 06 o � QQN O Q Q J / �^J' Q) O 4--J u, T-* U1 O r.,_r o �_ w N .) c di di Uj J S U o US � `� Q N 0 II� w M ¢ Z M o zo •ai Z E 0 Z l E 0 z 0a I U B K O � U U 0 o a¢ °< a E Q� wz WU 79- i ¢o w0 z I 0 (� CY �� _ e ZF a� m ?� w N J ¢� �z N � oa 50 a <0 2F ao F_ o� �3 o Uj > ° a to C O i O > d' L / rn LO Q 0 Fy- O Cc :3 C) N O m � m ¢I o O L O Q 04 O7 r < N � o E E CD Z N C i/i z E r y m E g • • -a 6 c IL U Q p JOB NO: 22-02390 SCALE : AS NOTED SHEET NO. S5 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 ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 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 o d � z:; - ui N O N M N 0 ac f' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. NCD W -TE Z00 00 oS _R�. 0 9 uO co 0 sk " a re �rti- - W �Mv a Y vi � u_ a U, 7• .r- N Q _ 00 S W ���o' Q Q Q 0 0- Z N M Z of to 0 O U U E ai hmw W oao 06 o � QQN O Q Q J / �^J' Q) O 4--J u, T-* U1 O r.,_r o �_ w N .) c di di Uj J S U o US � `� Q N 0 II� w M ¢ Z M o zo •ai Z E 0 Z l E 0 z 0a I U B K O � U U 0 o a¢ °< a E Q� wz WU 79- i ¢o w0 z I 0 (� CY �� _ e ZF a� m ?� w N J ¢� �z N � oa 50 a <0 2F ao F_ o� �3 o Uj > ° a to C O i O > d' L / rn LO Q 0 Fy- O Cc :3 C) N O m � m ¢I o O L O Q 04 O7 r < N � o E E CD Z N C i/i z E r y m E g • • -a 6 c IL U Q p JOB NO: 22-02390 SCALE : AS NOTED SHEET NO. S5 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION o d � z:; - ui N O N M N 0 ac f' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. NCD W -TE Z00 00 oS _R�. 0 9 uO co 0 sk " a re �rti- - W �Mv a Y vi � u_ a U, 7• .r- N Q _ 00 S W ���o' Q Q Q 0 0- Z N M Z of to 0 O U U E ai hmw W oao 06 o � QQN O Q Q J / �^J' Q) O 4--J u, T-* U1 O r.,_r o �_ w N .) c di di Uj J S U o US � `� Q N 0 II� w M ¢ Z M o zo •ai Z E 0 Z l E 0 z 0a I U B K O � U U 0 o a¢ °< a E Q� wz WU 79- i ¢o w0 z I 0 (� CY �� _ e ZF a� m ?� w N J ¢� �z N � oa 50 a <0 2F ao F_ o� �3 o Uj > ° a to C O i O > d' L / rn LO Q 0 Fy- O Cc :3 C) N O m � m ¢I o O L O Q 04 O7 r < N � o E E CD Z N C i/i z E r y m E g • • -a 6 c IL U Q p JOB NO: 22-02390 SCALE : AS NOTED SHEET NO. S5 3 m LO LO 2 0 cn0- 411 Q 0 0 J 0 rh O I N zi m LO LO v _ 0 J O 0 I N / L0 `v (10 o, a / a E H co N E O O S 12 t� O U v a C 0 c�1 0 O i U z Cn I Y 0 O tZ N 0 Zz tn 0 N N M 6 0 z 0 rU m 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. ,, „- i r, 1x4 P.T. APPROVAL FOR CONN./,°': ! 1x4 APPROVAL FOR CONN. X 4 FURRING " � � 3/16 X 3 LONG FURRING " � (2) ROWS 3/16 x 3-1/2' �,�; i�, , � 3-114' LONG X 3/16 /, FURRING �.'; TAPCONS , , TAPCON. INTO . STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2�v DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" �'��� /� TO PRODUCT APPROVAL FOR CONN. �i, '� �/ (2) ROWS 3/16" x 3-1/2 " � � /� /� x 3-1/2" TAPCON @ 16" 1x4 ; O.C. & 4' FROM EACH FURRIN( TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 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 -I 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 SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� Z-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO 1F 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 K SCALE: N.T.S. SS - SECTION A -A 8" 2'-0" 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1Old NAILS AT EA. END I \ 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. $ #5 REBi (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS77 NOTCH WEB AT +5T FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 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 (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS — 9 � " �* JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 00, 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 I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR 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 LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE STRIP THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH, 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK 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%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" e. �f17� T�f iT�i I I--1TI i T 11T�' k° .41-11 (=1 I I �I-111 T III —I 11=f�f- -TI—T I D'e � III-1T�f_f n—I 11. GRADE D p t. e N R M - Z CV D .. .o (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 2 20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. Ar- R ® ` #5 REBAR (TYP,) I' I 400 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED STD. 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 Lill L /:J/ NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' � SIMPSON HGAMIOKTA @ 12" O.C. 1/4x1 1/2" SDS SCREWS ' +2, NOTC F� @ FIRST COURSE FHE ® ` _ INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE - PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOWI�;±� CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT S FO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?k TRUSS 2X4 SYP EACH TRUSS CONNECTOR — SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 9 * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. G4ENOry (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL J SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF SHFF-T nq Awn 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: z O U) 2 LL O w Q U RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT e ° ° ° FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN •� a. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-0rr 51-011 SCALE: N.T.S. ... I4> Y - >• e to #5 BAR p. CENTERED W/ n ' 4 • 9 IN TOP C:)o KNOCKOUT e ° CHAIR BLOCK Ilk MONO FOOTING SIZE AND REINF. PER PLAN I AND SECTION DETAILS CLEAN FILL .o e • e 6 z DIRTP. - e.• e STANDARD o 0 90 HOOK N #5 BAR IN FILLED CELL, , .° STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 34'4" MIN. HOLE SET BAR IN EPDXY U EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N �f0 U1 # CD �. C1a 0- Q � v C "y (rjj y �. �• N N 0 N M 0 M 0 t _ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q r O � 8 O it () N OD O N 0) J LL 0 C 4�j J w S u� o m xt U w 0 0 tnr-r- a -J w a �Mo _j aa0 _ o y m o O ~ f-pN(0 K O J W 3 Z I IL cc Ci a N co Z K cn O U U Z 0 W ❑ 0 � N O z z o Q J rz U) M N z ( _ N 000 0 w ° U 0 N �( u, 0 U) U =r �.. E — 8 L U d O N I� r_ CD W M zo zzZ 14 U_ Q E 0co z o oo > aN z® o a l. ( T xo00 �U 0 O E N (O L as o ¢ Wo ¢ o¢ az w w 0, W. M o z 2 1 U CY _ U o� z co -' a� zZ Cnv n a2 Qo U MIN � v ,0 a =k z r w¢ ao O za I aF °3 2O O = ;n > 'Ct' J ulm ca Q 0 CD � CV 0 O r Y U o m m � T ¢I a--+ N M o O LTC N cM Ltd LO r Q M T Q Z m Z v E r N a E U � Q p JOB NO : 22-02390 SCALE : AS NOTED SHEET NO. SS l Cm J m L0 LO Cn v 0 0 0 0 J O LO O I m LO 0 U) S 0 oN CD Q] Lo O I LO v Cr Q� C Y 3 H Q cV O v a E E 0 N J y LZ E2 U 0 UI N U li z y I Y 0 v J ti N O N N 0 0 0 N O N N to a m o YY/ L- I vu `w "lI l 1 I I AV v v "_ CROSS BRACING DETAIL (TYP.)_ SCALE:NTS SEE ROOF PLAN SHE 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 Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS SSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS HIP G.T (2) 2x8 #2 SYP w) O.S.B. FLITCH Pt TOP @ TRUSS B 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 a@ RAISED ENTRY MASONRY WALL 4 SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) iFRAME OUT TO BLOCK EDGE SEE PLAN ��:FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE: NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER VERTICAL SCAB 2 x 6 SIMPSON LSTA18 w/(12)1OdAT SEE PLAN L. w/ MIN. (4) 12d WHEN #2 SPF 48 O.C. W/ (4) BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO CENTERED SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) FOR CANT. 2x8 BLOCKING NAILED INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS @° 10d TOP & BOTTOM EACH SIDE NAILS SPLIT TIE BEAMS TOGETHER 10d INTO BEAM - SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE UI E w/ OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED (10) 8d NAILS INFO / ( 4) SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED SEE FLOOR PLAN COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICREQ'ATED INDICATED ON BM. TO STUDS w/ (3) 16d AT 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 EVERY 3rd & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SCHEDULE/PLAN SEE FLOOR PLAN FOR EACH STUD -TOENAIL OF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER RECI'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED PER NAILING SCHEDULE SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" DICATEDNBM OPTION A OPTION B CONNECTION INFO OPTION C. w/ (3) 10d O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2"SEE SCHEDULE/PLAN 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON H2.5A 8d NAILS COMMON B M TO POST ATTACHMENT KA 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10) . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B FOR BEAM SIZE & SCALE: 3/4 „_ =1 -0„ IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BE CUTS CONNECTION INFO. BM. SPLICE OVER CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) A A w/ (4) 16d NAILS TO EA. PRE-ENG. TRUSS 11 END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING 1 BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP 1 SEE PLAN FOR TOP OF AM ATTACH SECOND PLY w/ (3) ROWS OF 16d MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. o NAILS AT 24" O.C. • DIRECTION TYP. A e • � o DIAGONAL 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 10d NAILS AT 8'-0" MAX WOOD 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TRUSS TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILSVERIFY 2X10 #2 SYP CONT. LEDGER w/ (3) COLUMN SIZE & TYP. U.N.O. LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BEARING SUPPORT O, EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL .O SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION L4 DETAIL a@ INTERIOR BEARING rl Ar PLAN FOR MORE INFO SCALE: NTS 3 SCALE: NTS COMMON B M . ATTACHMENT 18 WOOD TRUSS '4 PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL AT VALLEY TRUSS N y NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE EXTERIOR SHEATHING OUTLOOKER INFO. 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & 2 12d END () MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABLE (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION h 2x4 BASE PLATE W/ � 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ ! SIMPSONw x (22) 10d NAILS OR (2) 16d NAILS TO � 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON TRUSS/ FRAMING BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ - (14) 10d x 1 1/2" NAILS TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. e XX STUD TYP. T&B PER NAILING SCHEDULE & + MASONRY WALL BELOW: SIMPSON ! PLYWOOD (3) 12d TOENAILS TO — - - - ---! - �— a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW -- - -- - _ MASONRY WALL ,' 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM + BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a � (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. � W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ () FLOOR G.T. 2 2x6 BLOCKING UNDER MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION e COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. �� SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY $ CONNECTION 22 SECTION AT HIP GABLEr_2-�SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS -C O cry cz <L -0 ' f= 0131 'v to U 0 CV 0 N M CV CV _ o -- - ... _ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N I- O E co Q O M 8 co U N ap J 6 C N J G , _ 3 � 00 0)W �# LL N <nr-ra U- w a�m033 aYY�nn coLL LL a L$ t Co Z ° ID O 3 I y°o ~ w �•�NCO ' O U) Cj d . a Z L0 Cl)_j Z to O NLLW Q U O U Z W ❑�❑ M z N M 0 0 Z N z o a J - N CJ N z LL A CA Uj U O W o v� c 2 c6 v � _ E wigW J p I S L C)o� • U) ®o N I� O w Mw M ¢ 0 Z � o_ E O w. �o o� > ¢N zo oa U CO � M. o� w� 00 o< 0z O E N �o ¢= wo ¢a W W �w fo fo �� wroz Nm m0 Z Z Q) ¢w o < a O � Nw W J=3 o oz �w w¢ �� �o OV z< 003 C O .o i >� _1 LOLO m E Ca L O Np CV —j 6 O U) m m Q� �' CV 0*)0 N 0 Lo LO N T r N ca z z r E T 6 c a v Q o JOB NO : 22-02390 SCALE : AS NOTED SHEET NO. D 1 f• THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ^' ^''r' WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISTIVE BARRIER WEATHER SRESISITIVE BARRIER WOOD FRAME CONSTR. TAPE EXTERIOR SELF -ADHERED FLASHING a SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. (ASSEMBLED WINDOW ) 2 O 0 WEATHER 2, RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIC 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 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1)SEALANTAT S 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF `' MASONRY WINDOW BUCK c 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TOI WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. DO NO- BOTTO FI CNlr.l 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 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW 1 Lf1J1 IIIVI] r Lf1J rl I I V V SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as # 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 1/2" DUROCK- O 4 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) %SHING SELF -ADHERED FLASHING 1 G) 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING E O AM SELF -ADHERED FLASHING 3" MIN Q 1'4' PER PLAN 1'-0" PER PLAN 8" CMU 4" OR 8" CMU ° (PER SEAT DEPTH) ° FILL WITH GROUT a ° d ° SLOPED MUD BED d ° ° d VINYL SHOWER PAN d H ° ad SLOPE ° d , a 1 4 SHOWER SEAT J a a /- DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. - 3/4"-1" 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 PROOF CAULKING CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of SELF -ADHERED FLASHING j 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, 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. r R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based 1 sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 (Dindividual 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 ma CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. 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 hi l flashing i f h th d i hi f shin le-ason or n accordance with manufacturer's instructions. Metal shall be corrosion resistant. Fluid -applied FLANGED WINDOW g g iitFlid ppIled membranes (SEE DETAIL WP01)7 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 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 ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 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 1 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. ' INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. �Ground� 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in qutters. SELF -ADHERED FLASHING PATCH � O SELF -ADHERED FLASHING 1 2 4 5 SELF -ADHERED FLASHING OUTSIDE CORNER g LU LU PLASTER STOP CL = W CONTINUOUS BACKER U ROD & SEALANT W W = oC Q Lu W � ° A U) a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE III THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB _-SF LATH P A BACKER ROD S FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all f` 4 � t d' ?. - t4 j E *O_ U CV CV 0 CV M CV 0 1 re � s •I 1 _ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9) W n r E ro o oM m Co at 8 O CV " v 0) 0' d c: CO 7 IL') coN 7t W 0)a LL a Y 6co c,qWLL a-U Z of r m _ O(D 2 OJ J O Q W Z LL 0 Q a 00 a cLO o a-- cn O VvU)p -A Z W I�0❑ z N M 00 Z N z o � ¢ a J d N V) �o o L w m J O-� ul g (A �Ln c LU E 8 mt L U o y c � ID�Q ¢ m 40 o w M M J ¢ o9 ¢ < a � U_ CL E z o 00 w= > Z o < z® v @ F- = <0 x &< o� 0 0 S< c O I. O o wo a z Z cli N ¢gyp r m0 - (O CIO Y O OZ ¢ - J �a <w �w rn F� o� <o all O m w yT U w �o =r �- op 1-3 CO < a O ~ d Z ¢TUB 0 > d- LO 0 m ca QI� � � F� L O CO p N O Y r� V) m m ¢I O CN N N O M L0 Ln LO Nhi r E = o 0 C E r a .. v _J :6 o _J JOB NO : 22-02390 SCALE : AS NOTED SHEET NO. W P 0 Molunting Brackets (10 Gial el IT Sack crass Support (May' be cut II S Ari�lirlr 5citeeiule Right SIta€ket (16 Manage) Belts 1dTDIA.A 25 euu,. (Typ') a� t# 1� 5�11=[>3t'il liter 5<re+�rs A/C Unlit Bottam Edge Hurricane Strap (I icair3infront cop ) Washer; Front Cross Support Self-1,.o'cking Nuts (May be cut to W) Left Bracket (16Gauge) - 1 4 Self-[3rll" StteviiilhrU Brackets 6 SackCfcoss Support Into AIC Unit Roftom Side (r picat 3 each side Whurricane use) ]FAIIJIMIL it caN4tattaaaraa Ax a� xtetn ussaddHarstidrup.,rargtudii t 6 r aad81 } gLv4a hitk ran rer uadur Florida Department of Business &Professional Regulation Paget oil Building Codes and Standards 12)1612021 Product' Approval Application Detail Code_ . Entity, ar. Faze :Date Date Pending .fie 7ni version Matwtaolgror. C, DKast. Entilnser&License Validated By V 1di MmIttad Fad Anordval roved arms ANmrindl. '2021 Small Vent Products..lnc, Michael Graham HermesF Nor.. P.E. Loexo edrcden P.E: 12118i2020 '1VlW020 122av:io Approved category: Structural. Components (877) 441-8368 PEI3778 (3341300 1890 Subcategory: Products Introducedase Resultof infoos at"Acom Naw Technology Compliance Method; Evaluation Report kom a Florida Registered $ahitestors Licensed Florida Pfbfesslonai Engineer Quality Assurance Appoved for Use Approved for Use lonsect o4,°elgtl gait#.. Product Model. Number or Name Product Ondficiron Contract EzWranon pate In HVHZ Outside Hl :R Resultant Innisride; 1 SmanVam Model#1540-5t0 Dual Funatmn o04 d V d nib Flood a n Vent 42:3f 2023 Yes Yes MIA +10pF100 2' Smartt/ rd Model#1546 1 a 5. i Dust F- and . a loud o Ventilation Vent 1213tA2023. Yes Yas NIA +10DFiD0 3 SmartVent Mods l#154052.0 Insulated Flood Sent IMliT023 Yes YVa NIA *10DF 1DO 4 Brinn ni Mader 41540.521 Insulated Flood Vent 1213112023 Yes Yes NIA t100ti1o0 5 smanvant Mode l#1540Q524 76&gaa; darns. Door npm Vent 12,31rz023 Yes Vas MIA NIA 6. svidVent Model fi 570 Wood Wall Insulated Flood Vent IWI/2023 Yes Yes NIA -100F 1 D0 &mad Vent 11 #1540.57.4 14 51lqud Garage Door Flood Vent 12/3112023 Yes Yes NIA NJA Florida Department of Business & Professional Regulation Building: Codes and Standards;, Product Approval Application Detail code wity or 7i,g,R Version Manufacturer .Contact Enpareu&Licari yatidated By Revision 2020 Dfenel Metals Inc; Jason SnUumate, Zachary R. Pleat Locke'Boedorr P.E. Category Roofing (502i,303-1511 PE-74021 (3341300-1600 Subta{egory: Metal. Rgotng ]shumetegdrexmatcom Quality Assure ber �rQ{uLFtsloCanoeist r it MMdmSystw DMC 1o0NS.DMG 1505E DMC 1758, DMC2006,. 12/312p25` DMC5V Pass T a 1114iM21 Date Ded. Dog Nftdfrm Data Validated Submitted FBCC Austri ft. Ya li Status 08P10Y2020 081[131. 0a12012020 1WI32020. Approved 'ad for AAdi for Us. Use get .cosign Ill Qutsldei Hi assistant . Pressure Yes No NJA *oma(l Florida Department of Business & Professional Regulation Page 2 of Building Codes and Standards 11252022 Product Approval Application Detail code. - - - Entity or Dole ,00" Date Paddled Date Type Type Version Manufacturer Contact Engineer& License Validated BY Validated suom]tied FBC:Approval Approved status Revision 2020 Therma Tru Corporation Steve Jaspers- Lyndon F. Schmidtt, P.E Ryan J King, P.E. 04/15(2021 12J312020 04f2212021 381DS2021 Appra✓ed Catergoryi Exterior Doors 000) 843 7628 PE-43409 (813) T87-&555 Subcategory. Swn ging Exterior Door Assemblies jospers.r@11- rmi Compliance Method: Evaluation Reporti'mm a m Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Approvedfdr Use Approved for Use Impact. Design .Seat! Product Model. Number or Name dll. Productosseriotion contract Expiration Date 'i VHZ Outside HVHZ -Distant Pressure 1 a. m -Tru Fiber-Classicand Smooth -Star Nominal 69039;8 &quot;lmpacAquot Opaque 12131Y2022 No Yes Yes WA Composite Edge Fiberglass Single Door it nsvnnglOuiswing, X oontlguration) 2 It, 7herrna-7ru Fitter-Classicand Smooth Nominal6&#39i8 &quot,lmpact&quoro Opaque 12f31t2022 Me Yes Yes NIA Composite Edge Fiberglass Single Door with adelibeN tnevgng/OutsvAng; XO, OXpr OXO - con umUpn s f5 ) 3 c:Therma-TruFibeFClassw an'Smooth'-Star d Nominal I mina &#3A:8 & uoY m ac uot, Opaque 1213112022 No Yes yes NIA Composite Edge Fiberglass Double Dorrwth or withoutSidelites )nswirr;iOutswing XXor OXXO contiguraYlons) 4 d, Therme-Tru Fiber -Classic and Smooth -Star Nominal 8&#3g;0 &quotlmpact&quok Opaque 12nl/2022 No. Yes Yes NIA Composite Edge Fbe lots Single Door p 9 rg g (Insv4ngrOutswini X confguratton) 5 e: Thermi Fiber -Classic and Smooth -Star Nominal 8&#39;0&quottmpact&qupt Opaque 12f31f2022 No Yes Yes N1A Composite Edge FiberglassSingle Door with Side]h`W (InawngA0utsweni XO OX or OXO conk umtlons g ) 6 f'nerm Tr Fiber-Gla icandt3 ooth-.- 4 . T.. a u ss Sm .Elea Nominal6& 90 t! ac& a Opaque o ir5 & uo m t u t O 115172� 2: 2 02. No Yes Ye es `:AA N Composite Edge Fiberglass Double Coorr with or thout s]delnes.l lnswnng/Outswing: XX or OXXO configuroucins) 7 g-. Thermi Ftbar-Classic and Smooth -Star Nominal 6&#f3ff,8&qualmpedt&quat, Glazes! 1231i2022: No Yes.. Yes WA Composit'a Edge Fiberglass Single Door (In gR --ing Xconhgaraton) 8 h. Thermo-Tru Fiber-Clossrc and Smooth -`Star Nominal6&#39i8 &quokimpact&qupt Gland 1213112022 No Yes Yes N/A. Composite Edge Fiberglass Single Door with. Sidelke(s) (I n*awingAOutswnrig, XO. OX c r OXO. configurations) 9 is Therma-Tru Fiber-Ctasste•and.Srrrooth-Star - Nominal & u 'I act& uo Glazed a ,& a," q t, 121311202.2' -. No Yes Yes N(A b Composite Edge Fiberglass Double Door wtlh or v4thout Sidelines (IrSwinglOutswing XX or Oi0C0 conhguraHons)' - - 1.0 I.Therma-Tru Fiber -Classic and: Smooth -Star Nominal 8&#31 liquotlmpact&.quot; Glazed 12131=22: No Yes. Yes NIA Composite Edge Fiberglass Single Door llnsv4nglOutswpig; X oonkguranon) 91 k:Therma-Tru Fiber -Classic Arid Smooth -Sitar IJominal8&#39'p &quotlmpaet&qupt; Glazeq 12f31f2022 No Yes Yes NIA Composite Edi FibergiasoSSingie Door with Sldelie(s) (I n smiing/Outswe ng; XO, OX or OXO Configurations) 1..2 I. Thermi Fiber -Classic and Smooth -Stiff Nominal 8&439;0 &quot Impaet&quot Glazed 12f312D22 Me Yes Yes NfA Composite Edge Fiberglass Double Door with or ' without Sidelites OrtswmglOutswing XX or OXXO configurations) 13 m Therma Tru Fiber -Classic and Smooth -Star Nominal 690308 &quotlmpact&quot Glazed Molded 12312022 No Yes Yes NA Open Composie Edge Fiberglass Single Door Onsw+ria/Outswing Xconfigunstion). 14 n, ThermaTru Filer -Classic and Smooth-Sta7 Nominal 69039;8&quotrmpact&quot Grand Molded 1213l/2022 pro Yet Yes .NIA Open Composite Edge Fiberglass Single Door with Glazed Molded Open Sidelite(e) (Ins iingroutavnng; XO. OXor OXO: nt(guraUons) 15 o. Therma-Tru Plber.Classic and Smooth -Star Nominal a&#39;8 &qu.t Impacffiq..t Glazed Molded 1213112022 No: Yes Yes NfA Open Composite Edge Fiberglass Double:D7oorwtth or without G lazed Molded Open Sideltea (IosvinglOutswing, XM or CXXO coffgurations) 16 .Therma-Tru Filler -Classic and. Smooth-S`� Nominal6&#39;8 uotim cd not Opaque 12131/2022 No Y.. Yes NlA. Composite Edge Fiberglass Single Door with Molded Open Sidelite(s) (Ins_w ilglOutsmng. XO, OX or OXO Configurations) 17 ch Therma-Tru Fiber-Claasic and. Smooth -Star Nominal 8&#3D;8 &quot;lmpact&quot; Opaque 12n1P2022 No Yes Yes NIA S.-A Pr oduct Modal.NUmberor Name Product Desdriciion 9' 9Gd b5i0 iLarge Mlssne impact) Vinyl Sliding&.as Door Aporavad for use Inn�tl, Deslcn Distill, HVHZ assistant Pi s irg Yea Yes NA PFRK 3 D U C T A P PR' %0`VV 81- -is L P E C I F ItC"ATION Z`56HEET (2o22) As required b Florida Statute 551842 .. ♦ Florida Administrative Code:913-72, please provide i . ": i : andapproval numberson building componentsIF they will beutilized on ` construction - projectforyouare applying 16r -• i, MIM k4I L1111.111Prod Q4 i 1 EXTERIOR DOORS - A. IT4 _ r Sm oath -Star d I,. NMMIRROM :® d _-.w. and Smooth -Star (IMPACT) Fiber-Classic i .M +67.0/-67.0 i :f. F i :i t 1D ` 1-. _ ■ ■. # ..,.t ��IWayne­Dalton ■ i { ■. Series # a a! .9 :"� - - x 4 ..� ♦ dli� :� Inc .� Division Curries d.. : •s. s .. ... i Single ♦ Pairs '1b ,� ii 'Ili ;, A. SINGLE HUNG MI Windom and Doors Him, i...7 •. -1d T R. i f ii'. Windows and Doors 1',Ml 'i Sed'es M Windows . and Doors .i ,i . Series 5764 MEMO .. a .i.. e Building Prod. James Hardie a �:. _. i .. Lap Siding and i,r i - Lap •' Siding at r 2.2 i 1. t L 'Solid and VentedVinyl Soffit � l' : 5272.2 ■ Alpha Solid andVentedAluminums. F+54.,2/-54.2 psf1�tit 1 I � 4. ROOFING PRODUCTS .1291011.1114, ROOFINGC. FASTENERS e VEN11LATORS ! *' Thomtl • d i ..: ill Off Ridge �, • « :its �' �.: * _ IJJIJJ:i • O �' E. ROOFING ., is 'i' ie ■ �' y y. i.. !'Ili i « • - W �. ,II,. is A $ ...t r J. ; F. METAL ROOF Drexel Metals, Inc. :200S, DMC 5V 12/31/2025' a L E e PANELS .4 STORM i. .. Products Global '. * : tl ". iE i. Protection i .� a. Steel _. - Storm Panels All Amedcan -Shutters & Glass Galvanized Steel -Storm Panels 1. COMPONENTS A. WOOD CONNECTORS/ 1,USP Structural Conn. ANCHORS Simpson i i ` 1■ B.TRUSS PLATES :ITW Building Components iw:`. AlpineTrussPlates 999.1 ■■'' i r s r t'.MiT _. Industries, i r i....w - _: : : ,. to °. : • _ II ' l Cast -Crete Corp. `: i.. Strength iN -' _ :. Lintels '# i •. ", - - Comm erc ialConcrete Products. : # h.ConcreteLintels, High Strength- 1241VAL,- .. �. Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards I `26 z Product Approval Application Detail co'cl: Entitor Date Date date Pendiho Date Two Version Manufacturer Contact Engineer& License Validated By Validated Submitted FBC Approval Approved status Revision 2020 Therma-Tru Corporaon Steve Lyndon F. SehmP E- Ryan J King: P.E. 07123/2020 07/12f2020 071292620 1011312020 Approved Category. Exterior Doors (800) 843:7628- P&43400 (813) 767-6555 Subcategory: SW Exterjor Door Assemblies Sjasperson>�tharmatcurec Compliance Maihod: Evaluation Report from'a m Florida Registered Arehdect a a Licensed Florida Professional Engineer Quality Assurance Aoerovad for Use Approved for Use I n Seo rt Product Model; :Number or Name: -Product Descd tion Contract Expiration Date in HVHZ Duts[do HVHZ Rest Pry Din iire 1 a.Therma-Tru Fiber -Classic and: Smooth -Star. Nominal 6&#n;6&quct;impavMquot; Opaque 12)31J2022 Yes Yes Yes NIA Composts Edge Fiberglass Single Door it nswanglOutswnngi X confguratipnl 2 11: Thenna-Tnr Fiber -Classic and$mooth-Star Nominal 8&#39;8&queldrnpact&quot Opaque 1=1f2022 Yes_ Yes Yes NIA Composite Edge Fiberglass Single Door with Sidelke(s) (InzwinglOutsuwng; XO, OX or OXO configurations) 3 c:Therma-TruFiber-Classic and Smooth -Star Nom]na169#38;8&qugtimpact8,quot0paque 1?J31f2= Yes. Yes Yes WA Composite Edge Fiberglass Double Door with or confi 4 dThermi Fiber -Classic and: Smooth -Star Nomnal8&#39;0&quatImacmiquot,Opo without Melftes hinswing/O pact&quoi, Opaque 12t3112022 Vas Pies Yes NIA Composite Edge Fiberglass Single Door 11nswing/0utswing, X configuration) 5. e: Themna Tru Fiber -Class. and: Smooth-SYar Nominal 8&439;0&qu.t{mpact&quoi Opaque 12/31.12022 Yes.. Yes. Yes. NIA Composite Edge Flong a- no oor'wfth SldelitoW 0nswnng/0utsttiing: XO, OX or OXO configurations) B f.Therma-Tru Fiber-Classlcand :Smooth -Stair Normna l 8&#3910&qugt,1mpact&quof Opaque IV312022 Yes. Yes Yes: NfA Corti ie Edge Fto glaas Double Door with or without Sldelitm(Itis ingAOutsWng XXor:OXXO ponfigurat pits) T g. Thermi Fiber-Classle and Smooth -Star Nominal6&#39;8 &quotlmpact&quoi, Glazed. 12f3172022 Yes: Yes: Yes. Nflt :.Composite Edge Fiberglass Single Door ;(Inswing10uiswng; Xcionfiguraiion) 8 h Therma-Tru Fiber -Classic: and Smooth -Star Nominal08,1 &quot impacAquoi Glazed 12A3112022 Yes Yes Yes NIA Composite Edge Fiberglass Single DoorwAtl adeliti i (Irrsw'nglOuta mg; XO, OXor OXO conk urations 9 i, Therma Tru Fiber-Classicand Smooth -Star Momnal 8&#39;8 &quoi Impact&quoi Gland 12f3112022 Yes. Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sooltes (InsmiinglOutsmAng XX or OXXO configurations) 10 j.:Titerma Tru Fiber -Classic and -smoothi Noril8&"9;08,quotlmpactAquoi Glazed 1213112022: Yes- Yes Yes. NIA Composite Edge Fiberglass Sitrgle Door (inswnng/Oulswingi X configurat'oni 11 k Therma Tru Fiber -Classic and 5nlooth-Star Nominal 8&#3&0&quotlmp2ct&q1ot Glazed 12J312022 Yes. -Yes. Yes WA Composite, Edge Fiberglass Single Ooorv4th Sideldets): (InucomWOutdii XO, OX or OXO configurations) - 12 I: Therma Tru Fiber -Classic and Smootti-Star Nominal 8&#39;U&qudLlmpact&quoi;-Glued 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelites (Inewing/Outswing, XX.of.OXXO configurations) 13 m Themla Tru Fiber -Classic and Smootfi-Star Nominal6&#39;8 &quet Impact&qu0t Opaque 12r312022 'Yes. Yes: Yes: NIA Gompoane.Edge Fiberglass Single Door mit{i &quotNon-Imps d,quot Sidollte(s) inswAng/OutsvAng, XO OX o,CXOconfiguratons) 14 n. Thermi FlbarClassm andSmooth-Star Nominal 6&939;8 $quact ,lmpa&qudt; Opaque 12J312022 Yes Yes Yes. NAA :Composite. Edge Fiberglass Double Door with &quot,Non.Impact&quot:;Sidehtes (InsvwnglOutswd rig; OXXO configuration) 15 o: Therma-Tnl Fi.¢er-Classic and:Smooth-Star Nominal 8039;D &quoi impact&quot Opaque 12A3112022 Yes: Yen,. Yes NIA Composite Edge Fiberglass Single Doot-Wth &quot;Non-lmpact&quot, Sndelite(s) (in-,gl Outswing;. XO OX or OXO,configurations) 1& p. Thermi Fiber -Classic and: Smooth -Stet homing 18&#39;0&quot,tmp2dt&quoi. Opaque 12J312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with Sduct; Nlon-lmpad&quot; Sldelitea (I nsuving/0utswng; OXXO corn gurahonj 17 q. Thermi Fiber -Classic and:Smooth-Star Nominal 8&#39;8 &quoi Non Inr pard$quot; Opaque: 12)31M22 Yes Yes No NfA Composite Edge Fiberglass, Single Door (InsWngiOutswing, X configuration) 18. r. Thermai Fiber-Classicand Smooth -Star Nominal a039r8 &quoi Non-Impact&quot; Opaque. 1:?J.3112022 -Yes Yes No NIA - Composite Edge Fiberglass Single Door with Sdelidi (InsuAng/0u1sm4r XO, OX or OXO configurations) 19 s:Therma-Tru Fiber-Clasaic andSmooth-SYar Nominal6&#39;8&quot;Nan-lmpact&quot Opaque 12r31f2022 Yes Yes. No NIA Composite Edge Fiberglass Do. bie Door with or without Sideines (InswlingAOutsmnng. XX or OXXO conri urations) 20 t Therma Tru Flber-CMssrq and Slrmom-Star Nominal 8&#39::0&quotNdn-lfipact&quo[; Opaque: 12131f2022' Yes. Yes. No NIA Composite Edge Fiberglass Single !Door (Insairig/Outswing, X configuntm-) 21 u. Thermi Pilier-Classic and:Smooth-Star Nominal 8&#3910 &quot Non-Impact&qui Opaque 12I3112= Yes Yes No NIA Composite Edge Fiberglass Single Door with Sldelds(s) (InswAnglOutswirl XO, OX or OXO confld urationsY Yes Vas No NIA arm Try Fi ar-Classy and-5m -star Nominal e& '0& not Non-lm act& uohO a ue 12Y31/2022 22 vi Yh a 6 . ooNi No #Sig. .. Composite Edge Fiberglass Double Door math or q without Sidelites: (Inswin91Ou% wing; XX or OXXO. confl urations 23. w Therma Tru F'loer Glass c and Smooth -Star Nominal sill 8 &quotNon-Impect&quot; Glazed 12I3112022 Yes Yes No NIA Composite Edge Fiberglass Single Door (InswirnglOutswing' X configuration) 24 :x. Therma Tru Fiber -Classic and Smooth -Star Nominal 6&#398 &quct Pon-Impact&quoi Glazed 12/3112022 Yes Yes No NIA Composite Edga Fiberglass Single Door with sldette(s} (InswdngAOutsWiri XO, OX or OXO .configurations) 25 y-Thestna-Tnr Flldar-ClassicandSmoo[h,5Far Nominet 6&#39;8&gllot Non-Impact&quoi: Glazed 1213Y2022 Yes Yes No NIA' Composite Edge Fiberglass Double Door vAth or vilthout Sidi (InswnnylOutswing, XX or OXXO l218lf=22 Yes Yes No 1213172022' Yes Yes No NIA 1213112022 Yes Yes No NIA -rifigUratindri Nominal 8&rai &puck Nid,1mpact&quat Glazed Composite Edge Fber)fass single Door 0 swinalOulawl7rg;X configuration) Nommal8&#39:0 &quok Non Impact&quog'Glazed Combos to Edge Fiberglass Single Door with S'idelhe(a)(I nsWngl0utsWng XO OXorOXC. configurations) Nominal 6&#39;0 &quok Non-Impact&quot; Glazed Composite Edge Fiberglass Double Door Win or without Sidetites (InswmglOutswmg, XXor OXX0 configurations). Florida Deportment of Business & Professional Regulation Page 1 ,of 2 Building Codes and Standards 5z0l ProductApprovall Application Detail C ode. .. r Entilly PAI 20 pg. Peridma Date T(y2 mn Mancreounnir Contact En.i-.&Lonrrs. validated. EN Validated S b riggtt g FSC Aoorti-I Apv ,d Star, Reuramn 21ZO MI Ondays and Doors. BrenC8119nger. bilis Roberto Lomas Stevan M. Ut ch. PE 1011761 1010ef?020 1at19121t20 1211.512020 Approved Category: Exterior Doors 1 T17i 355-3300 PEE2514 (717)317.8454' SugCaegory: Ending Exterior DoorMsemblies bsnuager�miwd.com Compliance Method: Ii4ua4al Report from a floods Registered Arsti ore Licensed FToride. Pra-manal Engineer :RLaYt8852 aS1+rddglut - - - - QuillItY Assurance Aporov4ytor USe Approved for Used lai Dosich asd.# Product Model Number or Name Product Desdripdon Contract Exohatim1 mare. In HVHZ Outside HVHZ Resistant . ess Fe. 1 SERIES 429 ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO 12i312024 No Yes. No NAA - - 145314&o'dx8o&quoh NON -REINFORCED 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD:DX.XO, XX 126112Et24 No Yes. No N;A 96&qu.t;x80&qupt NON REINFORCED 3 SERIES 424ALUMINUM 5GO REINFORCED SERIES 420 ALUMINUM&GO REINFORCED'0XD 1221/2024 No Y. No NIA 1484144uot x56&quot, 4 SERIES 420 ALUMINUM 8GD REINFORCED - - SERIES 420 ALUMINUM S13D REINFORCED OX:. lWV2024' No Yes No N?A .. Xp. XX 96&gvolAce6&quot; >5 U M iN REINFORCED SEt21E5420,A4. M UM SGD REIN OR F-0_ SERIES 20 LU N M S E NFQ C D-XXX 12131/28 4 E 9 AMi U GDR 1 R E ,2, No. "Yes No: WA . - 143&quot %96&quaL Florida Department of Business & Professional Regulation Pag.1 a Building Codes and Standards 1912021 Product Approval Application Detail . - _ ErihN or Dots itsubmittedd aie two Possum PRIA - Y t SL'2€: ers on Manufacturer ant Enatnew & License Validated eV C apt V andated ..- Fad Approval ve ut $t:2__ ReAston 2020 Wayn o-Oaion, a divrston of OvedreagDo., Dwsyna Kic ish John:E.. Scates JeKray P. Arneson,. PA, ID/122020 09120 102312020 121152020 Approod Corporaflan (S30)763.6121 PE 51737 (W4)821.5200 Category: Exterior Doors dkomishowayne-daltanx SubCalaacrp: sectors] Exterior Ddbr ASaientues om Quairly 0.5suranrs Approved for Ilse Adorpvedfar Use hnoaEt Lane-. Sea:# praducultPdel. Nrsnperw Name:. Product Description ConlraHExptraflon Irate. In lil outside HVHY. Rowstaill Pressure 3 8DWililoo/820041105 ti Max width. l 4&#3E Mas height Glazing 121312023 No: Des Yes -al00/35b0 available in lap or Intermediate section 10 86 !B oW82 #1123 DA..1 04 .. 1 &#ss Ma width. l4&iKiB Max her lot. Glazrn $ 121312 23. 9 No Y. Yes +30001--35.50 A,vatlebte ]rt tap 6r fntenrletllAh aettwn . if 60001810111820D tl1124 W&#39: Maxwrdm 148#39r Maxheighi. GlaNnp. 12/312023 No Yeti Yes +a440I3e,30. avkdnbleintop.w ]nlemnediate.sectroh. Florida Department of Business & Professional Regulation Peg, 1'df1 Building Codes and -Standards 1+51zD21 Product Approval. Application Detail Code Entity or oate Ante Date Pondrad me 7yp@ ventroD Manufacturer Correct End--ii Lt..-. Validated By aV lidated Sulun d :FaC Mproval Arioroyid Status. Revision 2020 Curries Division of AADG tnc.. Toni Rai UL LLC Troy Bishop P-E. 121IW2020 13'012020 12t2l=20 Appr¢"ed Category: Exterior Doors r841i 494-2813 i954)a47-t788Q Subcategory: Exteflorboorodiriponents tomssdayp-a-bloy.co Comp]fanea Method: Cetincemn Mark or Listing m „ , Quality Assurance Armroved for Use Approved for use Impact ,Deals" 3Bu#. WoduG[Motlei. Number or Narita Prod tDe riotian contract ExuVatian Dare in HVHZ Donald, HVHZ Rasrstapr raR 5sure 1 So7,.t07,72%T4775P 7"7134TSingle and Pairs of Muni Grand. . and Louvered singleend pairs: of 121312(i25. Yes Yes Yes .NIA Doors hollon metal doors. Florida Department of Business & PoofessionAl Regulaton page tidt2 Building Codes and Eta iclards tine i1 Product Approval Application Detail - .. Cods - - Ent orpate pate bate: Pandfirg - pate Jyp_:. Version Manufacturer. cooled Enatneer&License.yelidaled av Validated "wi6mihed FBC Aruruoi Aporvvad Status Revision Z20 Ml: Wndws and Deals. Brain 8ltllbger .American ArohltedUral St'oon Ml Urioh. PE iY/VaD20 11 it 72020 11272020 Approved caregbry., wndovs.. l717)3E5-33d0 Manufapturers Asspclehon lTIT)31'7-6454 Subcategory: Single Hung dsltlingwomiWdoom Compllantc:Method: Cemfioaflon: Mark: a Undea Guanine Assurance Aporeyed for Use Aooroyedfor Usa inroad o s- ProductModeLNdmbiror:Name Product:lo"crloticn contrast eyhylon Date In HVHZ. Outside HVHZ Reslslanl pressure.. 2 188SH 52x72 Fin1Flange Frame IG/SG Single Hung 10/08/202@' No Yes No 66140 Laminated Glass a--e N fU 0 L N � 0 0 .� ca }e C.)W -0 ^` 0- Al .. - _(n cu (n O O W O 0 Ca LL p > 'CQ .=^ � O ,.` Q i.i . s;; W Q Z Z W J f:V N i O LD x,. r Q q {u �1 ui 7 O d rCO R ism V ? 5- .e W CIO E W n' W v / Co O CL O CL SIB U U m H SM L-LI W z J z Q J SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Pag.6 is Florida Department of Business &.Professional Regulation Pagel of 125rzD22 Building Codes and Standards 1%021 Product Approval ApplicationDetail Date Qgtg Data Pending Date Validated Sularn itted FRG Approval Approved Status 101072021 091IBM21 IOff 312021 lV152(321 Apprdved PL#2dA61•R7 Products ` - Quality Assurance ADprovedfw.Use Aporovedfur Use Impact Desian Sea# Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant. Pressure 1 a.Thermo-Tru Fiber -Classic and Smooth -Star Nominal 8&#398&quot,Non-lmpact8quot Opaque 1213172022 No Yes No NIA Composite Edge Fiberglass Single Door (Inswing/Outeviing Xconfiguration) 2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal 69#39 6 &quot Nan-lmpaa&quot Opaque 12/aV2022 No Yes No N/A Composite Edge Fiberglass Single Door with Sdelte(s) (I nsvdngfOuti wing;: XO OX w OXO coot gurehons) 3 c, Thsrrna-Tru Fiber -Classic and Smooth -star Nominal 6&#3g'8&qu6t Nan-Inn0c1&quot Opaque 12f31/2022 No Yes No NIA Fiberglass Composite Edge Obubie 0-Ath or Without Sidelites (I nswinglOatsevng: XX cr O)XO configunuicri 4 d. Therma-Tru Fitter-Clesec and Smooth -Star Nominal 7&#39;0 &quot;Non-Impaet&quot Opaque 12t3l/2022 No Yes No N)A Composite Edge Fiberg lass Single Door (I nawng/Outswing; Xmnfiguration) 5 e.Therma-Ton Fiber-Classicand Smooth -Star Nominal78#39;0 &quot Non -I rrq,,act&quot Opaque 121312022 No Yes No N/A Composite Edge Fiberglass Single'Door with Sidelde(s) (In-AnglOUtevAng; XO, OX a OXO configurations) e 1. Therma-Tru RIO-Classlo and Smooth -Star Nominal 8&#39;0&quatNon-Impact&quot Opaque 123112022 No Yes No N/A. Composite Edge Fiberglass SingleDoor (Insain iroutsweig; Xwnfiguration) 7 g. Therma-7. Fiber -Classic and.Smpeth-Star Nominal 8&#39 0 $quotNon-Impact&quob Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass. Single Dwrmith Sidelde(s) ons»ing/Outswing, XOQ. OX or OXO configurations) 8 h. Therma-Ton Fiber -.Classic and Smooth -Star Nominal Miln;0&quotNon-I mpact&quot Opaque 12312022 Nlo Yes No WA Composite Edge Fiberglass Doubt. Door Wth or without Eldalites (InswinglOutavnngi XX or OXXO configurations) 9 i. Therma-Tru Fber-Clessic.and Smooth -Star Nominal 8039;8 & quotNon-Ini 8' Glazed pact duct 1213 20 1! 22 No Ye s No N!A her Composite Edge Fberglass.Smgla_D,00r (Irrevenglaut5win g; Xconflgurat'on) 10 J. Therma-Tfu Fiber -Classic and Smooth -Star Nominal 69#398&quotNon-Impabt&gUot Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Single DoorvAM Sidelhe(s) (I nsWriglOutsMAng; XO, OX or OXO configurations) 11 k Therma-Tru Fber-Classic and Srrwoth-Star Nominal 6&#39;8&quotNon-lmpact8gtrxt Gazed 121312022 No Yes No NIA Composite Edge Fiberglass Double Door with or Without Sidelites (InswingiOutswing;;XXor OXXO configurations) 12 LTherma-Tru Fiber -Classic and Smooh-Star Nominal 7&#3g;0&quol;Non-Impacr*uot Glazed 12/91/2022 No Yes No NIA Composite Edge Fiberglaw Sing [a Door (InsvdnglOutswulg; Xconfiguration) 13 m.Therma-Tor Fiber-Classieand.Smooth-Star Nominal 7&039;0 &quoL;Non-Impact&qut Glazed 12131 r= No Yes No NIA Composite Edge Fiberglass Sing le Door vAh Sidelite(s) (I nswing/Outsvdmg; XO, OX or OXO configurations) - 14 I. Therma-Tru Fiber-Classlo and Smooth -.Star Nominal S&#39;0&fiuetNon-I mpact&quct Glazed 12/3112022 No Yes No NIA Composite Edge Fli eiglass Single Door (InavAngfOutswng; X. conflguratdn) 15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8039;0&quothlon-impact&quot Glazed 12131/2022 No Yes No NIA Composite Edge Fiberglass Sing Is Doorveth Sidelite(s) 0nswinglOuts rig: XO, OX or OXO configurations) 16 P. Therma-Tru Fiber -Classic and:'Smooth-Star Nominal 5&#39;0&quot;Non•impact&quet Glazed 12131=22 No Yes No N/A Composite Edge Fiberglass. Double.DorN with or without Skelites(Insvnngloutswmg XX or OXXO configurations) 17 q. Therma-Tru Fiber Classic and Smooth -Star Nominal 8&#39r8 &quotNon-Impact&quot Opaque 1213112022 No Yes No NIA Composites Edge Fiberglass Sing]. Door Wth Transom (Inswing/Wevving; W configuration) i8 r Therma-Tru Fiber-Classio and Smooth -Star Nominal 8&tl39,8&quotNon-Impact&quot Opaque 12/31I2022 No Yes No NIA Composite Edge Fiberglass- Sing fie naorvith Sitl.lita() and Trainsom {tnsving/Outsynng; OIXO, 01OX or O/OXO configuretionsJ 19 s. Therma Tru Fiber -Classic and Smoot -Star Nominal 6&#39;88.quot Non -I mpac7&quok Opaque 12/31/2022 No Yes No NIA Composite Edge Fiberglass Sinote, Door vath Sdeli*) pnswing/Outswing;:XO, OX aOXO Continuous Head and Sill config.ratiolls) 20 t.Therma-Tru Fiber -Classic and Smooth -Star Nominal 88939.0&duct; Non-]mpac!&quot; Opaque 12i3112022 No Yes No NfA Composite Edge Fiberg lass Single Door vaRh S9delde(s) 9 nswingloutsw rig. XO OX a OXO Continuous Head and Sill configurations) 21 li.Thermo-Ton Rber-Classlo and Smooth -Star Nominal 6&939,8&quotNon-Impacf&quot Glazed 122112022 No Yes No NJA Composite Edge Fiberglass Single Door with Sideilte(s) (In-AngfoutsvAng; XO, OX or OXO Continuous Head and Silt configurations) 22 v.Therma-Tru Fiber-Ciessic and$mooth-Shur Nominal 8&#39,0&quotNon-ImpaCf$quot Glazed 12)3112022 No: Yes No. NIA Composite Edge Fiberglass Single Door with Sldelire(s) (InevAnplautevdng; XO, OX or OXO Continuous Head and Sill configurations) 23 w,Therma-Tru. Flber Classic and. Smooth -Star Nominal 6$#36,8&quct Non,lmpact&quot Opaque 1213.12022 No Yes No NIA Composite Edge Fiberglass Door Panels with Vented SideNW.) 0 n*%vmgl0utseving; XX XXX or XxXX configurations) 24 x. Thenma-Tru Fiber -Classic and Smoolf,Star Nominal 6&#39;0 &quot;Non-Impad8quog Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Door Panels with Vented Sideliter(s) 0 nsvnnglOuttivmg; XX XXXor X)O(X I, oonfgurations) '. 25 y. Therma Tru Fher-Clesslo and Smooth -Star Nominal 6&#39;8&qurB;Nan-lmPapaquot Glazed IM112022 No Yes No NIA Composite Edge Fiberglass Door Re hers vAW Vented Sedraite(s) QnsvimoJOut vv sing; X(-XXXor)o= oonflgurations) 28 z. Themra-Tru Fiber -Classic and Smooth -Star Nominal 8Ws):0&quct No impact&quot Glazed 12131/2022 No Yes No NIA Composite Edge Fiberglass. Door PaneisvAfh Vented Sidelee(s) pnsNAngloutswhrg; XX XXXor XXXX configurations) 27 za.Therma-Tru Fiber -Classic and Smooth -Star Nominal r3&#39;8&quot;Non-lmtnipI8qu tGlazed 1213V2022 No Yes No NIA Composite Edge Fiberglass Single Dow with W39;0 Sidelite(s) Qnsvving/Outsvrng; XO, OX or OXO oonflgurarGhn ) 28 zb.Therma-Trig Fiber -Classic and Sineoth-Star Nominal 6$#39;3&qu6t Ngn-tmpacl&quot Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Double Dior with 3039:0 Sidelites (Ins4^nngJOutsving, 0p(0 configuration) 29 zc. ThormwTru Fiber Classic and:Smgoth-Star Nominal 8&#39;0 &qugt,Non-Impact&quot Glazed 12131/2022 No Yes No NJA Composite Edge Fiberglass: Single Door wt63&#39c0 5idelite(s) (Lnswngl0utsvmagpXO, OX or OXO configurations) 30 d. m -Tru Pit Ia s' "nd.Smooth-Star z Ther a I er-C s Ic a Nominal 88 3B'0& not N $ q Norl-ImpaCE&quar;,Glazed 126112022 No Yes No NIA Composite Edge Fiberglass Double Dow wGh 3&939;0 Sitlelites (InsvAnglOutswing; O)CXO mnfigurodon) 31 ze. Therma-Tru Flber-Classic and Smooth -Star o N urinal 78#39'0& uo Non -Ira uot.Sneker t q ct8q pa 123112022 No Yes No NIA Series Composite Ed .Glazed Flbe lass ' r silo le PQ 9 e Door with wvvith0ut 1&#39;25idalSe(s) ( Qnswing/Oulbrving; X OX XO or OXO configurations) C.d. ..... Entity or .. ul o fie Date P-An. pp(q Ira Versionl Manufacturer Contact diWneer & License Validated ev Validated submitted M Aonmvei Avoroved status Affirmation ZD20 PGTlndustrles Jens Rosoweld NFarrA-Dade BCCO-OCR Miami -Dade SCCO-VAL 1110512D20 11AD&M20 1111112020 Approved Category. AIndnvs. (941) 4850100 (786) 315-2590 6u1tiCampary. Sing[. Hung Iro,«rrskiMpgtlrMuaules.p Cmryllanw Method: CerGAcadon Mark «Lpdng om FLfrZ39-04:Producta Qualnv Assurance Avorvwatl far Usa Appmvatlror Usa hnoad Design Sea # Product Model. Number or Name Pfoduct Oescrlotlon Contract Eineliatlon Date In HVHZ Outside HVH ittehalstant Pressure 2 RH5500(Large MIinlpad) Vinyl argle Hung Wndovl 07/300025. Yes Yes Yes M1VA Florida Department of Business & Professional Regulation Pega1 m t Building Codes and Standards IIN2021 Product Approval Applicatim Detail te.m, filmy or 2" Ewe two Pandie. geld Tvie" Yerslon Manufacturer Conlad Engineer A License yatidded av V lal sated submitted FSC Aodroval Aooroved. Status Affirmation 2020 PG7lnduslriea< Jana Roap W Mlaml-Dane. BCCO -C rR !lam' -Dade BCCO-VAL 1/1052020 11,05020 1III V2020 Approved Category: VOndmvs. (941) 486-01 p0 (786) 315-2590 SubCoteg ry: Fixed Jros0snklf 9i ndustneac Cempllancp Method: Certification lark wListing Dm FLai343.R24`Producte , , . ' Qualrly Assurance Aonr'aved nor Uss Apnrovad forum Imgagl 9!§tgD e.4 Product Model. Numbaror Nance Predict Deamodon Contract Expiration Date in HVHZ Duiside HVHZ eR sistant Pre.- 5 PW-5520 (Large Missile Impact] Vinyl Flxed Window 04M2026 Yes Yes Yes NIA Florida Department of Business & Professional Regulation page I of Building Codes and Standards Iterm i Product Approval Application Detail Code en*r or Data ,Data Data PoMing Data Test, y rs- Manufacturer comsat Enalrear& Lioosse V,l ddad ae Validated SubmiHW FarAoomral Approved ,Stgtyg Redsian 2020 James Hurdle Buikhng Products. Inc. Chad Dlerpks V. Ardneve Tan John Sduthard, P.E. OV0512021 12/1412020 OIJOSM21 ding FBC Apph Cadogary: Panel Wells (909) 545-8359 PE81882 (352)367-2528 Subptagory; Sling ched.dlercksQ9lameahard Compliance McMork Evaluation Repon from a e,com Flotlaa Registered Arrhded or a Licensed Florida Prarasslanal Engineer Ftx13tB2aaProtlueta guallty Assurance Approved for Use Approved for U. lmDaQ I l) Seok PrtIduct Modal Number or Name Product Description Contract Expiration Date In hVhIZ Outside HVHZ Resistant Prssure 1 Cemplank Let, Siding fiber -cement lap siding 12,31/2623 Yes Yes NIA WA 2 HardlaPlank Lap Siding tber cement lepslding 12012023 Yet, Yes NIA NIA Florida Depertmentof Business & Professional Regulation Rage 1 of Building Codes and Standards tlsroi Product Approval Application Detail code amity Data X1 Date R ndit g PM Tyne Vorslon Manufaeturer contact. EnrenesrB upon. Validated. He VaIWId SUOmRted FBC:A-vat Aooroved Status Recision 2020 MI Windows and Dews Brent SltNllgtr Auledcan ArChileeloral Steven M. Und,, PE 1WEV7020 101062020 'I0/1 M020 Approved Category: Windows (717) 365.33M Manufacturers Association f717)317.8454 Sub Category: Horizontal Sider be11inger0_miwd.com Compliance Method: Certification Mark or Listing FkY11r5351.RaProducts.: ".-:. '. Quality Assurance Aperoved Jr., Use Approved for Use r .IID¢.a41 p48&1 sap # Product Model. Number or NanM Prpduct Oescriotipn Confused Expiration Data In HVHZ Onside Wrl ResistantPressure 1 HS 188 Fin end range Frsme 73.62 Insulated Glass 021162024 No. Yes No -MI-55 Florida Department of Business & Professional Regulation Building Cotes and Standards Product Approval Application Detail Page 1 W I IWO21 -. Entgvar BPti DdePending Rdit 738€ Version Manufacturer Contact EnWreer B License Validated By validated Slloskuot FeCAnaroval pyomved Status. Revision 2020 MI Wind-. and Dears BrenteltOngar Luls R Lomas, P€ .Steven M. UrIch, PE 10108/2020 10foer2024 1011913,O20 10152020 Approved Category: Wingov.,e. (717) 365-3300 PE-62514 (717)317.8454 sWCafegory: 6Au111ons bsklinger�mlwd.eom - Compliance Method: Evin,utdon Report fronori Flodda Registered Architect or a Licensed Florida Prdeasianal Engineer AYMlulds, FidH5 .R9 _ Q,Hty Aasu Approved for Us, Approves far us, Impact oealan Sop lk Product Model.. Humber or Hama Product Descildlon Cenhact EYpiraQlon Data in HVHz finals, HVHZ Resistant Pressure 2 5784 Vertical Auminum Mullion 121312024 No Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Face a2 1W9r021 Code Entity or 2Kg 20 Date Pendlno f - SItLR Version ManWedurar Contact Endnew&Llcersss Validated By Vditlatad SUMlinod FBC-Approval Approved status Revfslon 2020 Alskla Nick Thompson Lyndon F. Schmidt. P.E. Ryan J. King, P.E 02I152D21 02f1572021 42222021 O4f1312021 Approved Category: Panel Welk- (330)922-2389 PE-43409 (813) 757-6565 Subcategory Soffits nthanpson�elside.com Compliance Method: Eveluatiat Report Rom a Flonda Reglste dArchiteet or Licensed Flpride Professional Engineer FC$f5272-R&preauds ` '.. r. ` .... Quality. Assaance, Apw:eved for Use Approved far Use lmoad ggl , 9apM Product Modal, Number or Noma Product Osscrl Dllon Conrad Expiration Data In HVHZ flul5lde HVHZ Reslebnt Pressure 1 a&qua;2T&quat: 8011k Vent or Sold Varyl 9ofrt 12/3112023 NO Yes No N/A 2 b. dqud:Alliience T4&quaC Saint Vent.r Shctl Vinyl SoMt IV312023 N. Yes No NIA 3: a&.quotGreenbdar Vining. it ded&#39i Sofia. Vent or Solid Vinyl Soffit 12/312023 No Yes No NIA 4 d.&quct:D5Wot; Saint yen[ or sold Vinyl Soffit 12W2023 Nor Yes No NIA 5 E. &quct;Charlor Oak&quot; Soffit Venter 9o'Id Vinyl salt 1213I W23 No. yes No NIA 8 f.&qud;SUper Span&quot; Soffit Vent or Slid Vinyl Soffit 12/312023 No Yes Na. NA Florida Department of Business & Professional Regulation Building Codes and Standards Product approval Application Detail Paget oft 10a2D21 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pager art I a-021 Entity ar JJ- ;t Jute Date Pending ,D*g C2 entity w we Data Date Peridtna Dale, T oe, Version ManuPoehirer Coded. Enoineer8 License Validated By Yafiddad Submitted FBCA®royal Aooroved Status. TV- version Vaslon Manufacturer t nil-&Ltoenso Validated are Coined E ygJjgg{gp Sgbmitted FaCAporoese Adurovaa 1 ffia us Revision 2020 TAMKO Building. Products LLC Kerrl Eden Raiert Nieminen Jon W, Knezevich, PE 10JO412020 09292020 IOII 2.020 12n5i2020 Approved Revision 2020 L.V. Thompson. Inc, dO Thompson Architectural Tony Christman .Zachary R. Priest Steven M Urich, PE 09117r2p20 0511V2020 091222020 12A52020 Approved Category Roofing 54177824-6544 PE. 55ct66 f954)772.8224 Metals Compay (TAMCO) f613)1 248-3456PE74021 i.7t7 317-8454 Subcategory: Underieyments kerrl_etled�temho.com Category: Roofng tmyM.gamelelropOng coon Compliance Method: Evaluadar RepaCthonl a SupCategoM Roping Accessories that are an Florida Roqlatar.dArchu.Ct era Licensed Florida Intagrel Pon fthe Raping System Professional Engineer Compliance Method: Evaluation Report tram a Floridan Itersd Architect.,. U-sad Florida � s ryll 2A,'R� Products - - � - Professional Engineer fp QuelltvA•euranc4 Approved nor Uso: Approved for USA U 1, ID1Pagt Dsalan FLiFl9aig-R7 Protludrs S # sv Product Model. Number or Name Product Deacdulian Cardrad Expiration Dale H outside for 1Jli � 9_..igt9at P s s� Qirdlt Assurance M wovedfor Use Apnrewed for Use UIIDdct 'I g.-F.3U] 1 Yon ( TAM KO Roof Undsrla cols HVI-TZ) R ru d nor c f us Be 06r29R023 pp n e ant a a H F HVHZ von Yes No NIA NIA 6 �.R Protlud Mops MpmbarwNam. Product Description Cantrad.Exopolon Dab ! tni_D3v outside HYH2 Ra " Pre' -pi jurisdictions 1 TAMCO Flat Top Oft -Ridge Vent with Sale for Tire 26 ga. shirt, roofventiialorwith belie 09/09/2026 Yes Yes NIA WA 2 TAMKO Roof under1ayments(NON-HVHZ) Reofundedayments for use In FBCnai-HVf-Q 05,213a23 No Yes N/A WA 2 TAMCO Gooseneck Vent 26 ga. 09/092026 N. Yes N/A -W-52,5 jurisdictions. 3 TAMCO Off Ridge Roof Ventwlih Basic 26 get. aide roofventiiator with Integrated baffle 09/092026 Yes Yes NIA N/A 4- TAMCO Round Top Off-Rfdge Vent with Baftlefor Tib 26 ga. static roafvemllatorwith belie 09109/2026 Yes Yes NIA NA Florida Department of Business & Professional Regulation pager of'1 Florida Department of Business & Professional Regulation r ae1 of Florida Department of Business & Professional Regulation Page 111 Building Codes and Standards 1UFA21 Building Codes and Standards 1l7)2021 Building Codes and Ste nda rds 125/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail lode Entity Dab ante Dab Permlm Data Cards 5iNty w D�Je Data .gate Pmrdino D& Code Entityor Date Date Date Pending Date iygg Version abiaUWii= Contact Enpbieer&11.1 a Validated Pr validated submitted fm Aoomyal Aoemyed Status 7irce Version Manufacturer Contact Enahroer&License Validated By Validated Submitted FBC Approval Aooroved Slates 7- Version hanufacturer Confect Enainser&license Validated Validated submitted FOG Approval Aooroved Status Revision 2020 Lmnca Katrina Jelly Jam" BurJmer. P.E. Stevan M. Udch PE 1123/2D20 11 252020 112512o20 citing FBC Alcor- Revision 2020 9oml Rooting Anderson Robin UwMOmEyNatloGary W. walker 91X312020 11/02020 11lD5020 /ned Revision 2020 GlobalProtection Proatarcb, LLC. TimRobinson Walter A.Tik Jr. P.E. John W..Knezevch. PE o9D82020 09/082020 itt}2 1211512020 Approved Category: Roofing (501) 983.6163 PE-31242 (717) 317-8454 Category: Rooting (801) 380-6091 Services LLC. (205) B54.0160 Category: Shutters (954) 889-7545 PE-44107 (954) 772-6224 SuIsCategary Roofing Acesss«deethat era an kfeiley�lomanco.coln SuIsCatagory: Reading Tiles RCbinAndersomCberaLoo SutiCeitegory: Storm Panels tim.robinson@gppentCAm I neegrN Part ofthe Rodin gSystem Cornpllancs Method: Evaluat Im Report from a m Compliance Method: Evaluation Report from a Compliance Method Evaluation Report from a Product Evaluation Entity Florida Registered Architect or a Licensed Florida Florida ReglateredArchiteotora{loensed Florida Professional Engineer Professlvnal Englnoor Fl#i349­_H12 Prbtlpdrs - '::. ': -• :. :. .. _ ... ,: , . .PiLi$o7A:E26'ProduCts - ... _. , -e ft#1Z202R6 PrpdUds SluaIlN Assurance Approved ter Use. roved forUs Am1 a Imead Desist ea_a Y o del b : Noma Pr duct Num era adu 1 Disc Iptiw,. Fi c r Contract E1r202 onDate n , N4XZ,. outside HVHZ :Pre�u r a Quality Assurance A oorovedipr Use Aop wee for use rP Imu�eL e t O son Oua111a Assurance Aoproredfor Use proved far Use I act AD rriv Des Ian 1 G t i I 6axpn -9h ka Slate Doun Slat e,5 LOItlE sin Shake. v a ry a m91 ore I - Fiat I -'tone Deflver CD 12)31202a No Yes u P A i PlA S s # p ante Product Modal Number r N Prod Description ontrae! iratib Date in HVHZ DulSitle HVHZ Product Des d o G Exp n Resistant Pressure $� Product Modal Number r Name dud has del Pr C tr tExolm an Data In HVHZ outside Hvl4z Rasistam p-(essure -thatch m d Tha as p Imps _3_ 1 20 Gaga Galvanized Steel Storm PanelslH*dHZ Cornrgated Galvanized steel Storm Panels retained 12131P2022 _ Yes Yes Yes -NIA 1 Deck -Airs DA4 or TRI-Built Deck -Air DA-4 Lau Profile, Polypropylene Plastic, Roof Vent 12r10r2025 No Yes No -97:51.97.5 17 Saxony 600- Slate, Shake&smpt Split Shake Flet Profit¢ -Stockton CA 12f31202D No Yes NIA NJA or not bytradks' to provide hurricane : protectian.. INechenlcnryy gtiaehed la Pry'rvoad Deck; 19. -Saxony DW-Srate,Sh.ke&emp;Splii Shake Flat Profile - Rialto, CA 12/312021) No. yes NIA WA 2 24 Gage Galvanized Steel Storm PanelalNHVHZ Conul3ated Galvanized Steel Storm Panels retained 1213112022 No Yes Yes N1A 19 Saxony 700 Shake sloe&amp Split Shake Flat Profit Stockton, CA lv312021) We Yes NIA NIA or not by tracksto provide hurricane protection, 20 Sesony rein SM1eke Slate&amp Split Shake Flat Prat Rialto, CA 12/312020 No Yae NIA N1A 27 Teles Fran. /Barcelona Ron Profit Katy, TX 12/312020 No Yes No, NJA 28 Villa Low Profile - Kett'. TX' 124312020 No Yea NIA NJA Florida Department of Business &.Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel a1 Wrp21 . coo Entity Df se -ate Data Pen ine om . jygty rsion Manufacturer Contact ErminserB License Validated By Ventilated at d 6uhmiked FSC Approval A-mewd EAU 20 Ravislon 24 Alpine Stuart Lewis ICC Evaluation 9elvige, LLC Wiliam M, Ranieri. PE 107372020 1.02712a20 111052020 11ro5r2020 Approved category:SpttUreCanpDnents (521)) 710Q3377 14077 881.1917 SubCatagory: Truss Plates sleubs�alphieax.com Compliance Method: Evaluation Report from a Product Eealuatlon entity PL#iit89•R7 Pi'oaudts:. dualHV Assu-ance Approred fw tlsc- Aoorpvetlfa Use Impact g st i a's N Product Model. Number w Name Product Description Contract Expiration Date M HVHZ outside HVHZ Resistant Pre ,. 1 ITW SCG/ ne. Fti her Strength H&am :.S 9 1 P. ) AW g Metal Conneetor Plate 12/31r2024 Yes Yes N/A WA 2 ITW BCGfAlk,irx F£nge Plate Motel Connector Plate 121312021 Yes Yea NIA WA 3 hW BCG/Alpine Trulox Metal Connector Plate 1213IM24 Yes Yes NIA NIA 4 ITW 51-WAIpxne Wave Metal Connector Plate 12f312024 Yes Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oft 1112b21 Florida Department of Business &.Professional Regulation Page I of I Florida Department of Business & Professional Regulation Page 1 a1`2 Building Codes and Standards W12021 Building Codes and Standards 1o1N2021 Product Approval Application Detail Product Approval Application Detail CCode Einity Date Data Dare Pendlno pate Em 2Wg Wit, or. Dale Data fate Rodin, geld V act n version Manuf usr co Epdnaer 3 License Validated 6y contact V didaletl Sutminetl FBC: Approval Approves Status. =ygg Version )Manufacturer li �gp(gyt Erraneer&Lkense Vadaled Be Validated Suhmrk'rg FDCAoorgval Noorovea alatus Re.+A slop 2o2b Commercial CtncrUa Protlupts,lna Rob- G s S Greenberg en IIII antic A. tee erg. John Hal 12118 02 1 a20 r2 0 2/t 612 1229 020 2 d'rt FBC g Appr, Ravlsbn 2,020 MITek Inc. Erin Walden ICC Evaluation Santee. LLC ICC Evalualioh9ervic., ONi12O21 981102021 09/12/2021 Appr owed Gate o ;atrudural C onents g n" pmP 83 659-370 E-34245 - (1 7 P �352) 588 5311 ) l Category: BtmCrues anponeriks tD52) 856 8835 LLC. Subcategory: Products Ittroduced as a Result of prsceatgatot�yehoo.com SuhCetegdry:T Plates en'altlen�mli.eom (205)599:0600. N err Teohodogy Cllafce ation Report from Method: Evalua anp Compliance Method: Evaluation Report from a Product Evaluation Entity Flodda Ra Islered Aro`iltedt ors L tensed Flonda 9 - Prdessiond Engineer 11FLR17744MI i ss r ,. - CuazRv Assurance Approved for Use Approved for Use senior. Desion Oruluv Assurance Appraved her use Approved for Use pnoad goat SS.il It Product Model Number or Marne Product Descrlodott corared Expiration Date In HVKZ outside HYHZ assistant Pressure S k Product Model, Number Rama e Product Oescrlptlon contract Expiration Dina C loHVtiZ outside HVHZ Re Resistant P resstre t M1aAHS 18 a. high siren th Russ cpnned« ate 12TS12D22 g a a tx Yes. Yes N/A NIA 1 Quality PrecastaCommercial Concrete -Products Precast and Prestressed Concrete Lintels 05/252024 No Yes NIA WA 2 Mill plate 121312022 16 ga super high streconnector Yes Yes NIA N/A 3 le MI 16 plh.Irusacmnedor 16 ga trues connector plate 127312022 Yes Yes NIA N/A 4 MT18HS I P. hie h silent gth lru ss connect« plate 12r312022 Yes Yes NJA NA 5 MT20HS 20 ga. high strength truss connector plate 12131122022 Yes Yes N!A WA 6 TLI8. M718 18 ga, truss connecor plates I2r312022 Yes Yes NIA NIA 7 TL20. M720 20 ga. IN. connector plat., 12/312022 Yea Yes NIA NIA Florida Department of Business& Professional Regulation Paget eft Building Codes and Standards W 29ii Product Approval Application Detail Code a tY4 w Dots DMA Data Pandlno Den CodeEntity ar Dote Data Dab Fortuna d92 Was Verson Manufacturer Carltact EMSreer&License Validated By validated SubnNded FSC Approval Appralred status T1'oe Verson Manufacturer Cooled Ertdneer&License Validated By vailkletted SuDmrhed FSC Approval Approve at s Revision 2020 CASs-CRETE USA, LLC Craig Pemkio Miami -Dade BCCO - ore Miarrd-Dade SCCO- VAL 1120I2020 10/27/2020 112?R020 Approved Affirmation 2020 Apra Aluminum, a,c, Jos. Suva Luts R. Lipme Saven M, Urich; PE 11/162020 11/162020. 11rz02D20 Approved Category: Structural CorlrPdnents (812) 6214641 (786) 315-2590 Category: Panel Wells (407) 609-200B PE62514 (717)317-8454 SubCatogory: Products lmrorl-sit ass ResuRof spa mno@cestcrete.mm subcateg.rv: SoPits luminumhc�yaho New.• Technalagy Compllamre Method: Certifldtion Mark or Listing Compliance Report fromri o.com ocell teed Architect or Florida Registered Architect w a Licensed Florida Fierce �j58•R19 ProrluEts Professirnal Enpinaer -- -- Quelliy Assurance approved Tor Use Apprpundfor Use Impact QepJm s ,y$5?4:Yf5 Pr'adllars '• ; "" - _ seat# Product Modal. Numberor Name Product Description Ca1haU Expiration pats in HVhZ outside HVHZ Reslsfalrt P_rga@,VrQ - -- - Ciumilty Assurance Approved for Use Approved for use Impact p9Jsg8 1 High ' Strength Concrete Lintels 4, 6, 6. and -12:inch wide+lntals 05212022 Yes Yes NIA NfA S.-If Product Model, Number or Name Product dsccrldton Comrad Expiration Nis in HVHZ Outside HVHZ Hesistad Fnissum. I Alpho Aluminum Solid camp VentoAkiminum SoiRl cMU &amp; Wood Alpha Aluminum Saltl&anV; self v CMu &amp; Wpod Vented. Aluminum 07/30I2023 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards ProductApproval Application Detail Pagel 92 IFa12021 Code - Entity or pit Dale Date Pending ,Date -. Twos V-,I,n Mannered- Contact Enoin9ar& Licansa Validated By V gVa c lgil 31tanittect FBC. Awmval Aooroved Status Re;usion 2A2a MI Windays and Doors anent Stlinger American Archilacturel Steven M. Urich, PE 1122/2020 111222020 112&2020 Approved Calegay: Wndows' 471713E5-2300 Manufacturers Association (717)317-8454 "CategoM• Fixetl bs8linger�mlwn.com Compliance Method Cerbficatiwl Medc o Listing EI_.htug-BierkaAvi:. _ - $ea k Product MorNl. Number or Name ssuanca INg A r _ C ract Expiation Daze Product Descdogan ad A nereswdforuse n I HVHZ o,,,df its, An Outside HVHZ Ima3gl Resistant $ S�1sng1 G4:ilgD Pressure �- 1 les PW 73 x 721nsulated Glass 04/032023 No Yes No -6YY/-6o Florida Department of Business & Professional Regulatlon Building Codes and Standards Product Approval Application Detail Pagel orl 1(62021 . - Q90 Entire pr gig 2" cam Panarm 2112. lfe Version Manufacturer Contact Enameer&Liceise Validated By Vagaatea Submitted FBC Approval Approved Status ANsmafion 200 PGT ndusldes Jen's R.-It Miami- aatla.. SCCd- ER bfiarrroadaSCCO-VAL 11K6220 11 5 0 1IM112020Approved Calegiry:: Windolgs, (941) 06-0f00 (788) 315-2590 - SuhCategdry: Mulllans lrceowski®Pgtlndusmes.c Cbmpllante M4Mod•CertNcaBon « Mark Listing om #tile2&�Jt13 PrOdtiats' ,Mark . � - •. `_ . l7ualily Assurance pprpyN rid Use A Aporpvadfor Usa an pad sion Sao# Product Model. Number or Name product Description Contract Expiration Date In HVHZ Odsid. HVHZ Restraint Pressure 1 Mullcns for -AI) Doors and W Widows Aluminum Winner 05262020 Yes Yes Yes N/A Florlda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget a2 116/2021 Code Entil, or 20 -Dom Date Pandino oat. Version Manuracnlror Cont. Enolneer & License Velidated Be Val.idatted, 30.1trad FSC Approval s Aporovgd Status Rc,Asion 2020 GAF Micheal Stah Reporttmeminen John W. Knezevich, PE D9262D20 09212020 10/022020 12/1512020 Approved Category: Roping (800) 766-3411 PE-59166 (954) 772-9224 SuItCabppry, Asphea Shingles MA109ger.aom Compliance Method: Eyeludim Report frairi a Flodda Register.d Architect a a Licensed Florida Pfcteeslorial Engineer PlJiTiitz4-R2g atoitutts - 0"Ity Assurance Approved for Use Approved for Us, IMpad Dena" -- 0 Pradud Modal, Narrater.., Nam, Product Description Contract Expiration Date in 14VHZ Outside HVHZ Resistant PP s, ur 1 GAF Monett Roar Shingles Fiberglass reimrrced 3-tee, Iendnated, 5-tepand IW162022 No Yes NfA NIA hlpRkige asphalt shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 art VV2021 Code Entity or DW ,fie Date Pendlno J1`!k Type VV melon Manufacturer .Contact drpinaerA, Llcansa Validated By Validated submitted FSC Approval Approved Status Revision 2020 Florida Metal Products led. Clerk Jones James I. Ricker, P.IEQ Steven M. Urich, PE 0912712020 O1425d2020 141042a2o 121IC12070 aweerad Category: Roofing (904)7834400 CBUCK Engineering J17)317.8454 SACdagcry: RoafiogA a ones ihal are.an 'Nark�lflamco.eom P&31242 Integral Part ofth. floodingSystein Compliancs Method Evalusdiol Reportfroma Flodda Registered Architect a'a Licensed Honda Profeaslonal En I9,neer .F Ss6tR7 Prptlud"ts ' -., QualRv AssurNnce Approved for use Approved far Use A t Imoac De�lsm s a product Mpdm. Narrater pr Name Pr d Pros, Qascriodon c odract Expirplort Oats L) N.'L1tL outside HVHZ ant P su 3 Js; 3 3- FtAMCO bquot:RV 10 Ridge Vent&quat; Aluminum Ridge Btu Verge far W t shed roofs fabricated 12!312024 NoYes ' Na N/A frpm 0.025' Aluminum Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 1125r022 Product Approval Application Detail Code. • EntIN or Dam Data Date Pendina 22it TvDe Version Manufacturer Contact Eno Inner & License Validated &r validated Submitted FBC Aoorpeal Apphoved Status I Revision 2020 All Arn.dcan Sh udersand Glass Mks Ba iari rb,Banns Frank n L rdo .E P -fro B' P.E.10/2el2020 1ah 512020 11/0512020 Isho 12115)2020 Approved P D Category: Shutters - (561) 712-8982 PE-0046549 (954) 947-D860 SubCategory: Storm Panels mileeb@allamericanshutte Compliance Method; Evzluatbn Report from a rs:com Florida Registered Architect or a Licensed Florida Prdessional Engineer `FLYf1L6§g-R3 Products _ - Quality Assurance A pproyadfor Use Awmvedfor Use lmact Design Pr S # Product Modal, Number or Name e Product Description u Contract Ex Expiration Date in HVHZ p Outside HVH Z Resistant Pressure 1 24ga. Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 12/312022 Yes Yes Yes N/A Florida Department of Business &.Professional Regulation Bullding Codes and Standards Product Approval Application Detail Page.1 oft 611412021 Code MAW o We aye Data Pending time Tv.. Vag^Ion Manuracturer Contact Engineer &Ltcanso Validatad Be Validated Sulimn1W .FBC Approval Aooroved status Revision 2020 W erhaeuser eY Rob Baldwin IOC Evaluation Sersoe LLC I Lehrer, .E. ap . P 2ro21221 1Oil W2a20 0 9 02/0312021 d Approved . - daze .9truaurel Cora orten[s gory P _ 253 92-6 76 so8)B39--2246 t 7 4 4 ( Subcategory: Engineered Limper Robert B id, I �}a•eyerha SeEvaluation Report from a, .user coon Product Evaluation Entdy, ftAB$'t`7-R91 Prodpcte Quality Assw Approved for Use ;9pgroyedresues mpact Di,n Sea# Product Model Number or Name Product Descrlotlon tomrad Expiration Date In HVHZ Outside tlYHZ Resistant Pressure 1 Mlcroiem LVL Laminated Veneer Lumber 03/312023 No Yes N/A NIA 2 P.rdlam PSL P,rarel Strand Lumber 0313112023 No Yes NIA NIA 3 Tlmbe-Strend LSL Lamnsted Strand Lumber 03/312023 No Yes NIA NIA 4 TJ Rim Board Structural Composite Lumber a Oriented Strand CM12023 No Yes NIA NIA poem Rim aoard 5 Weyerhaeuser R6n Board Oriented Strand spend Rim Boend 0513f2025 Na Yes NIA WA N C_ 0- O Q W ICU � U 0 a z Z W J Z cn 0 O 0 -E-+ U 0 L CL Y I U `MU W F_ O L W W z z Q J d SHEET N0. PA 1.1 Simpson Strong -Tie 2020 FBC Approved Products updated 12MI2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12f302020 Simpson Strong -Tie 2020 FBC Approved Products updated i2rsorzo2o Simpson Strong -Tie 2020 FBC Approved Products Updated 123orzo2o U N cn N O (N� Q O -..r U =3 O * , ,. For direct links to all SST approvals Mcd below; CLICK. HER For direct links to all SST approvals listed below, CLICK HERE , For direct linksto all 88T3pprovals fisted be!40w, CLICK HERE ,. , For direct links to all 8ST'approvals listed belaue, CLICK HERE- `� +Far'aeditlonal information regarding Flcridas5[atewlde. ProtluctA rowels temand.Masnn F7ad8Cddn: g.... 4 pp ys.. ty Notice of Acae tance NO , CLICK HERE. p ( A) regarding AP System -- Far additional information reardm Flaritlas Statewide Protluct:A rowels tam end Nitami Oade County Notice OfAcceptance tanca.(fIOA), CLICK HERE. P additional Information r toil St Statewide Protluct.A -val8 tam - tl NNanu L7ede..Caunt For atl tonal egardingF Florida's a ppro ys. an Notice oP Acce lane NO CLICK. HERE.( y p C(. A). �+ n. regarding lodtl s eleitl otla to roval5 tem'd Miami -Dad County For additional InformationFlorida's Statewide e Product and e Pp - ys. ..0 Notice ae r A CL E. Non of Ac lane l0 ICK HER tY A e 1, _ � � (� (3) U (n FL#2355-R7 FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangersavailablein widths ranging from 1-518" to 3. 9116' and heights ranging from 4.5)16"'to 11". Concealed flange Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equalto or - O O _- 1 Titan Stainless Steel Concrete &Masonry Screw (TTN-SS) 114"diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35. A44 Angles 1 ET, BTB, BTH BrickTies greater than3-9/16". g O L, L O 2 APA21, APA4, APA6, APVA21 APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMSTI4. CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.7/8" to 3- 0-C _ 7 3 APB44, APB44R, APV666; APB66R, APB88, APB88R, APB1010, AP6101 OR, APV644, Outdoor Accents Post Bases 3 C514, CS16, C518. C520, C522 Coiled Straps 518" and heights ranging from 9.114" to 16". 0 iO � _ FL#9589-R6 APVB44R, APV666 APVB66R, APVB88, APVB88R, APV81010, APVE101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers (� Q t� L+- ICU 4 APDJT2-4, APOJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Corn pressionfTension Strap 14 LU24 LU26, LU28, LU210 Face -mount hangers Co O Sea # Product Model. Numberor Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC2IOZ Face -mount hangers -_ Q 1 SDIO112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3; HO, H7Z, H16, H16S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- (3)L_ L 2 SD9112, SD9212; SDI0112, SD10212 Strong -brae SD Connector Screw 6 APL4, API-6, APT4 APT6, APVL4; APVLB; APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3'" to 10-15/t8". (n 0 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R APLH26, APLH26R, APLH210 APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MG1.13.63-SDS, MGU5.25+SDS, MGU5.50-SIDS, MGU5.62-SUS, MGU7.00-SDS Face -mount hangers (a , (•� 4 SDCF22434 SDCF22512, SDCF22614 SDCF22700 , 1 SDCF22858 SDCF22 014. Stroh9 -Drive SDCP Timber-CFScrew8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2.2•SDS3. HSS23-SDS3, HSS4-SDS3 Heavy Stud Shoe 16 MIU series hangers Face -mount hangers available in widths ths ranging from 1-9116" toy- L-C r �-1/-� Q SDCF221134, SDCF221334, SDCF271958. SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2; HST3; HST5. HST6 Straight Straps 1Z' and heights ranging from 6-1511610 19-1/2", 5 SDCP22434, SDCP22512,;SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ1 BKTZ; HTS020KTZ Heavy Twist Strap 20 SUR SUL, SURD, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to 3-9/18" and heights ranging from 3-1116" to 13-3/4". 7 SDS25112. SDS25134, SOS25200,SDS25212, SDS25300, SDS25312, SDS25412 Strong -Drive SIDE Heavy -Duty Connector Screw 13 FC4. FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, ,9DS2560D, SDS25800. 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS251128S, SDS2520CSS, SDS25212SS, SDS25300SS; SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1; GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724; SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, HI CA-2; HI OS, HI 4, HGA10 Hurricane Ties 18 LTS12, LTS16, LTSIS, LTS20 Light Twist Strap Wand heights ranging from 2-5/8" to 11.114". 17 HCJIZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60:, MST72 Straight Straps FL#10007-R6 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA16, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#1D667•R6 20 1-30, L50, L70, L90 Angles 22 MSTC26, MSTC40 MSTC52, MSTC56, MSTC78 Straight Straps ea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4893, MSTC6863 Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR318 ATRV2, ATR5f8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26 MSTI36 MST148, MSTI60, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" tic 7- 2 ATUD5; ATUD6-2, ATUD9, ATUDO-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18; MTS18;'MTS20; MTS24C, MTSSO, MTS30C Medium Twist Strap 118" and heights ranging from 7-116" c, 30". 3 BP38-2, BP112, BP1f2 3, BP5t8-2, BP5I8-3, BP314, BP314-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSd28LZ LSSJ28RZ: LSSJ210LZ, LSSJ210RZ Reid Adjustable Jack Hanger 26 NCPi2x10 12, NCA2x12 12, NCA2x8 16, NCA200 16, NGA2x1216 Bridging 2 DGBF saves mangers Top flange hangers available in widths ranging from 3 a!8 to 7 4 CNW3/8, CNWlt2; CNW518, CNW314, CNW5/8-112, CNW314-5/8 Coupler Nuts 25 LSSR1.81, LSSR21, LSSR2.37 LSSR2.56: LSSR210-2, LSSR41C Field Adjustable Slopeable/Skevtable Hanger 27 RCW212, RCWB14 Wall Bracing 118" and heights ranging from 9-114"to 24". 5 CTUD55, CTUD65, CTUD66,'CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97; Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS1S, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flonge hangers available in widths ranging from 1-112'to 3- CTUD98, CTUD99 27 ML232, ML242, ML282; ML28Z. ML21OZ Angles 29 RSP4 Shad to Plate Connector 5/8" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SPS 'Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD48: RTUD5; RTUD6, RTUD7, RTUDS Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4"to 24"- 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU23.2, MMLU210, MMLU1211, MMLUI39, MMLU131I Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 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 RBC. RBCP Roof Boundary Clips 33 ST9, ST1.2, 5T18. ST22, ST292, ST2122, ST2115. ST2215, ST6215, ST6224, ST6236 Straight Straps 7f8" and heights ranging from 11" to 32-1/2". 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T620, TB27, TB30; TB36, TB42, TB48. TB54, TB56. TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod RunTledowri System 33 RTC22Z, RTC42, R7C2Z, R7C44 Rigid Tie Connectors 35 TWB10, Th/B12, TVV814 Wail Bracing 1/4" and heights ranging from 11-114" to 32". 12 URS5 518" Uplift Rod Run Tiedown System 34 STC. STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedomm 7 GLS series hangers Saddlehangers available in widths ranging from 3-114" tc 6-718" 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WBi06; WBIOOC, WBI20, W8126C, W13143C Wall Bracing and heights ranging from 8-112" to 28"- 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to T- 1f8" and heights ranging from I I "to:32". FL#10441-R6 FL#1 D531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1.9116" toT- FL#10447-R5 112"and heights ranging from 8" to 30". Sea # Product Model, Number Or Name Product Description Sea # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114' to 8-718" 1 DTT2 Hold-down See 4 Product Model, Numbar or'Name Product Description 1 CBH2.37x5.5,CBH2.37x7,63,CBH2:37x9.75 Concealed hangers and heights ranging from 10-142"to 28". 2 HOC1OM, HDC10122 Hold-down I AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1l4''to 8- 3 HDQ8, HHDQ11, HHDQI4 Hold-down 2 DSC2R-SDS3, DSC21_-SDS3, DSC5R-SDS3, DSCSL-SDS3 Drag Strut Connectors available in widths ranging from 1-9116" to 3-9/18" and heights 718" and heights ranging from 7-117'io 32". 4 HDU2, HDU4, HDU5, HOU8, HDU11, HDU14 Hold-down 3. GBC Gable Brace Connector ranging from9.116" to 23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style puriin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-80S, HGU5S0-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14"to 33". 6 LSTHD8; LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHR05.2513.25. HHRC5.3713.1Z Heavy Hip to Ridge Connectors SIDE, HGU9.00-SOS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7. 9/16" and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1..81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5115" to 12-718" 14 HUSTF series hangers Top flangejoist hangers available -in widths ranging from 3-118"to 9 PA18, PA23, PA28, PA35: PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210; LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS. HHGU5.62-SDS, HHGUTOO-SOS, HHGU7.25SDS, Face -mount hangers 3-9116" and heights ranging from5-318" to 13-1/8". ID PAI18, PAI23. PA128. PA135 Strap -style puriin anchor 8 LSU26, LSSU28. LSSU210 LightSlopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-S/I6" lio 5- 11 STHD10, STHD10RJ Strap -style hold -dove 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28.2, HHUS210-2, HHUS46, HHUS48. HHUS410, HHUS5-50MO. Face -mount hangers 1/2" and heights ranging from 3-711.6"to 15", Concealed flange 12 STHD14. STHD14RJ Strap -style hold-down 10 TC24: TC26. TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for ail models having width equal to or 11 THA29, THA213, THA218, THA218.2; THA222.2, THA413, THA416, THAG41$,THA422, Adjustable Truss Hanger 9 7 9hangers6 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount available in widths ranging from 3- greater than 2-9/16". a THAC422, THA426 THA422-2 THA426.2 lfB' to 5-118' and heights ranging, from 4-314 to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- ,J 12 THAI1 81/22, THAl2.06/22, THA121122, THA1222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC)`available for all 1/8" and heights ranging from a-318" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels, only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in Widths ranging from 1-WI 6" to 7- 14 THJA26 LTHJA26, LTHMA Multiple Truss Hangers 8 HTU25, HTU26, HTU210, HTU26-2; HTU28-2, HTU210-2 Face -mount hangers g r 112" and heights ranging from a -318'to 32". 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU. HUC series hangers Face -mount hangers available in widthsranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- 15 TSBR2.24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718"to 19-1/4"- Concealed flange 518" and heights ranging from 9.1W to 16". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (H UC) available for all models having width equalto or 19 JB series hangers Top flange hangers available inwldth of 1-9116" and heights =D LL 18 VTCR Valley Truss Clip greater than 2-9/18". ranging from5-318"to7.1W, 9 .-- 10 HUC01.81/gSDS, HUCQ1 81111SDS, HUCQ210-2SDS, HUCO210.3SDS HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights r� SDS, HUC0410-SDS, HUCQ412-SDS, HUCQ5.25M-SDS, HUCQ5.25/11:SDS, HUCQ610- ranging from 9-3/16"m13118. U SDS, HUCQ612-SDS 4 Q `• .ti. 0 r Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products updated 12/30/2020 J ` t6 F U V ®UJ For direct links to all SST approvals Ned below, CLICK HERE. Emm For direct Inks to all 8ST approvals feted belove, CLICK HERE. For direct Inks to. all SST approvals listed below, CLICK HERE. For direct inks to all SST approvals Ned below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Maui -Dade County Nsrtice of Acce lance (N4A), CLICK HERE. P - c iadditional For additional information regarding Florida's Statewide Product APpmvalSystem and Miami -Dada County Notice of Acceptance (NOA), L CK HERE. tf N� .I rt' aF - C ti For additional information regarding Florida'sFlorida'sStafewide Product APprovatSystem and Miami -Dada County Notice pf Acceptance (NOA) . _._.._. -_. CLICK HERE Coup olio Acce [ante NCA i m regarding laida's Statewide Product oval System d M mi-Dade Notice ofAcceptance « For a k I nfor anon eg 9 F P o Approval ys an a County P ( ), 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FILM 1460-RO 18 SILBV1.56, SILBV1.61, SILBV2.06, S/LBV2.37, SILBV2.56, SILBV2.68, S(LBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from 5-30' to 15-1/8". SILBV3.56, S/LBV3-62. SILBV4 p.6-. SfLBV4.12, S/LBV4.28, SILBV4.75. S/LBV6.50 6 Strong-Bolt2 (STB2 STB2-4SS,:S7132-68S) Strong -Bolt 2 Wedge Anchor for concreteavailablein carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Sea # Product Model. Number or Name Product Description 19 S/LTT20, SIOTT24 S/HTT14; HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/1 B" to 13-1/8". 1 HHUS210-3, HHU5210-4 Joist Hanger 20 S/MST60, 8/MST72 Straps 118 mil (10 ga) 7 Titan HD (THD=H THD HMG, THD-H4SS, THD-H6SS, THD-CS THD-CS6SS) Titan HD Heavy Duty ScrewAnchorfor concrete and masonry 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3.1/4" to 6- 2 HRS6, HRS8, HRS12 Strop Ties 21 SP4, SP6 Stud Plate Ties available with hex head In carbon steel and Types 304 and 316 71B" and heights ranging from 9" to 33-112'. 3 HU00210-2-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 widths ranging from 5-114" to 6- 4 THGB2, THGB3, THGBH2, THGSH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to'32-1/2''. 5 THG02SDS3, THGQ3-SDS4:5, THGQH2-SDS3; THGQH3SDS4.5, THGQH4S088 Joist Hanger 24 79D22 Truss Brace Diagonal 8 Titen HD Rod Coupler (f HD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger(THDB25158RH, THDB37158RH, THD37212RH: Then HD Threaded Rod Hangerforconcreta 118" and heights ranging from 9-114"to 24". THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1Z'. FL#11473-115 FL#13904-R6 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Sao # Product Model Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-R8 118" and heights ranging 9 114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5-50-SDSHDG, CCTQM3 62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrof tAnchor CCTQM4.62-SDSG CCTQM5.50-SDSG, CCCQM3.62-SDSG, CCCQM4.62-SDSG, Sea # Product Model. Numbar or Name Product Description 3 H16, HISS H16-2 H1&23 Hurricane Tie CCCQMS 50-SDSG 1 AT-XP AT-XP High Strength Acrylic Adhesive for concrete or masonry FL#10660-R5 4 HETA12,HETA16HEfA20.HETA24,HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT,ECCLQM462G-KT,ECCLOM5.50G-KT,ECCLLQMD3.626-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HEfALi6 HETAL20 Embedded Truss Anchor ECCLLQMD4 62G-KT, ECCLLQMD5,50G-KT, ECCLRQMD3,62G-KT, ECCLRQMD4.620- 3 SE7 XP SET-XP High Strength Epoxy Adhesive for masonry Sea# Product Model. Num ber or Name Product Description 6 HGAMIO,HM9 Masonry retrofit connectors KT,ECCLRQMD55OG-KT 4 Strong -Solt 2(STB2) Strong-Bolt2 Wedge Anchor for masonry }a (� 1 ABA44; ABA44R; ABA46, ABA46R ABA66: ABA66R Adjustable Post Base 7 HHETAI6 HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5,25, HGUM550, HGUM7.00, HGUM7:25, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (T7N2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, A8U5.5, ABU5-6, ABU65, ABU66, ABU66R; ABU88, Adjustable Post Base 8 LGT2, LGT3-SD52.5, LGT4-SD83 Girder-riedown 4 LGUM26.2, LGUM26.3; LGUM264, LGUM28 2, LGUM28-3, LGUM28-4. LGUM210.2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-H6SS, THD-CSOSS) Titan HD Heavy -Duty ScrewAnchorfor concrete available in 304 ABU66R, ABU1010. ABU1010R ABU121.2, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2104, LGUM46: LGUM48: LGUM410 or 316 stainless steelvvith heir head, and 316 stainless steel vdth r^ 3 4 ABW44Z, ABW441RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 AC4, AC4R, ACE4, AC6, ACBR, ACES Adjustable Post Base Post Cap 10 11 MEfAl2, META16, META18, META20, META24, META40 M87AM24, MSTAM38, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.1219.25, MBHA3.12111.25, MBHA3-56F7.25, MBHA3.56f9 25, MBHA35E/11.25, MBHA3-56111.88, MSHA3.56f14, MBHA3.56/16, MBHA3.55M 8, MBHA5.50r7.25, MasonryTop Flange Beam Hangers 7 Titan Turbo (TNT) countersunk head. Then Turbo Screw Anchor for concrete or masonry z �i•� 5 BC4, BC46, BC4R, SOO, BOOR, BC8, SCS2-2/4. SCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16. HTSM20 Twist Strap for Masonry M8HA5-5019,25, MBHA5.50111.25, MSHA550/11.88. M9HA5.50f14, MBHA5.50118, 6 C644, CB46, CB48, CB66, CB88 Embedded Column Base MBHA5.50118 7 CBSQ44-SDS2, CBSQ46-SOS2, CBSQ66-SDS2, CBS085-SD52, CBS088-SM Embedded Column Base 6 MBHU3.56/9.25, MBHU3.56111;25, MBHU3.56111.86, MSHU3.56114, MBHU3:56116, MBHU3.56118, MBHU5.6019.25, MBHU5.5011125, MBHU5.50/11.88. Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with WY ranging from 3-1A"to 9.1f2" and FL#l149G-R5 MBHU5;50/14, W2 ranging from 3-518" to 7-1J2" MBHU5.50H6, MBHU5.50118 Sea # Product Model. Number or Name Product Description O 9 CCQ-SDS2.5, ECCQ-SDS2 5 Series Screwed column caps with W1 ranging from 3-14' to 9.112' and S o # Product Model. Number or Name Product Description 1 X34B1016-5K, X1 S1016, X18101 E-4K, XQi S1016, XQ1 B1016-4K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L_ W2 ranging from 3.518" to 7.112" 1 OTTIZ DeckTension Tie Drill Point Cla 10 CPT44Z, CPT66Z, CP788Z Concealed Post Tie Base 2 HD12: H019 Bolted Holdowns FL#13975-R6 2 XLQ1I4T1224, XLQ 11 4B1 224.2K 412.24 Strong -Drive XL Large -Head Metal elf -Drilling, Tapping 11 12 EPB44A, EPB44, EPB46, EPB6e EPS4Z Embedded Post Base Embedded Post Base B 4 HD38, HD5B, HD7B HD96 HTT4, HTT5, HTTS SM Bolted Holdowns Tension Ties Stag ,# Product Model, Number or Name Product Description 3 XMQ114S1224, XMQ114BI224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 412-24 Strong Drive XM Medium -Head Metal Self-Drlling, O Q 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SDW22300, SOW22338, SDW22438,:SDW22458, SOW22500I SDW22600 SDW22638,. Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCOZ Light Post Cap SDW22634 4 X0114SI224, XQ114B1224-2 5K, X1141S1224. X01I 2SI224, XQ11281224-2K #12-24 Strong -Drive X Metal Self Drilling, Tapping Screws with #5 Drill Point 15 MPB44Z,MPB66Z,MP9138Z Moment Post Base 2 SDWC15450SDWC15800 Strong-DriveSDWC TRUSS Screw 16 PB44, PB44R, PM, P866, P86OR Embedded Post Base FL#t3629-R5 3 SDWH19300DB, SDWH1940ODB. SDWH1960OD8, SDWH19800D8 SDWH191000DB Strong -Drive SDWH TIMBER-HEXSorew 5 XU34S1016, XU3461016-5K #10-16 Strong -Drive XU Metal Seff-Drilling, Tapping Scre+•5 with 17 P9S44A, PBS46, PBS66 Embedded Post Base 4 SDWH27400G, SDWH27BOQG SDWH278DDG, SDWH1271000G, SDWH2712DOG Strong -Drive SOWH TIMBER-H EX HDG Screw #1 Drill Point 18 PBV6, P8V10 Round Post Base Sea # Product Model. Number or Name Product Description Bolts 5 6 SDWS16212, SDWS16300, SDWS16312, SDWS16400 SDWS19600,. SDWS1971Z SDVVS22400,SDWS22500SDWS22512, SDWS22600. Strong -Drive SOWS FRAMING Screw Strong SOWS TIMBER Screw(Interior Grade) O 19 P044-15. PC46-18, P048-18. PC64-16, PC56-16; EPC44-16: EPC46-16, EPC48-15, EPC64-16, EPC66-18 Post Cap 1 2 SB518x24, S87/8x24, SB1x30 SSTB16, SSTB20 SSTB2ASSTB28, SSTB34, SSTB36, SST816L, SSTB20L, SST824L, SB Anchor SSTB Anchor Bolts SDWS22800, SDWS22900, SOWS221000, SDWS221100, SDWS221200, SDWS221500 -Drive FL#35320-RO - 20 PC4Z; PC4R7, PCBZ, PC6RZ, PC8Z,. PC8RZ; EPC4Z, EPC4RZ, EPC6Z, EPCBRZ, EPC8Z, Post Cap SSTB28L 7 SDWS22300D6, SDWS22400DB; SOWS22500D8; SDWS2260ODB, SDWS228OODB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPC8fRZ SDVVS221000DB Sea # Product Model. Number or Name Product Description 21 PPB44-4Z, PP1344-6Z Post Base 8 SDWS22312DBB, SDWS22512DOB .Outdoor Accents Structural Wood Screw 1 DSSCB43 5, DSSCI346, DSS0848, DSHS Bypass Framing Drift Strut Connector ^, 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS2740OSS, SDWS275COSS, SDWS27600SS, SDWS278OOSS, Strong -Drive SOWS TIMBER SS Screws 2 F-CB43.5, FC645 5, FCB4Z5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector V'^/ SDWS271000SS SDWS2712DOSS 3 FPHSD34S1016, FPHSD3AB1018, FPHSD3481016-5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- V! Sect X Product Model- Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD3481214, FPHSD34B1214.5K Drilling, Tapping Screws ICU FL#10866-R5 1 CMST12 CMST14 CMSTCI6 CS14, CS16, C318, CS20, OS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2,25, LSFC4 25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector U M ■ a ■ 2 HRS6. HRS8, HRS12 FHA6;FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26 MST136, Straps 97 mil (12 go) 5 LSSC4.25, LS5C6 25, SSC2.25, :SSC4.25. SSC6.25; MSSC2.25, MSSC4.25, MSSC6.25, Steel Stud Connectors Sea # Product Model. Num bar or Name Product Description MSTI48 MSTIBO; MST172 S/MST27, S/MST37, OMST48 MSSC4 25KW, MSSC625KW 1 FJA, FSA Foundation Anchor 3 HTSI6, HTS20, HTS24, HTS28 HTS90, HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKW5.5, RCKW7 5, RCKW3S; RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA16; MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCB45.5, SOB47 5, 3CB49-5, SCS411.5. MSCB45-5, MSC647.5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH48-6; GH48-8,.GH410-6, GH410-8, GH66-6, G H66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 go) Sea # Product Model. Number or Name Product Description 8 SC.S32-5197, SCS62 5/97, SCS62-5/118, SCS82-5/118 Bypass Framing Con nector 8, GH610-6, GH81D-8 6 LSUSH3.25, SUBH3 25, MSUBH3.25 Bridging Connector 1 AS 18, AS 188551 AS 18S6 16 ga. Truss Plates 9 SCW3.25, SCW55 Head -of -Wall Slide -Clip Connector 4 GLB5A, 01.6513, GLB5C, GLB50. GL87A, GL87B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 2OHS 20 ga. High Strength Truss Plate 10 SJC825, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors L� 5 GL9T512, GBLT612, GLBT518, GBLT616, GLBT520, GSLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS93.518 Bypass Framing Slide -Clip Strut Connector 0 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215; ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3431414, XLSHTBB1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT.3, HOT-4 Heavy GirderTiedovin 10 MS7066, MSTC78, STS238 Straps 68 mil (14 ga) Screws UJ 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS18, MTS18, MTS20: MTS30, MTS24C, MTS30C Medium Twist Straps 13 X01S1O16, XQiB1016-4K, XQ1S1214; X0161214-3.5K, X078S1224, X078S1224-3K, #10-16; 912-14. and #12-24 Strong-DriveX Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S1131.56, SI61.81, &B2.06, S162.37, 3I62.56, S1132.68, S1B3.12, SiB3,56; STB3 62, V54.06; Top Flange Joist Hangers FL#15730-R4 XQ114S1224, XQ11491224 2.5K, XQ112SI224, XQ11281224-2K, X34131016-5K; X1 S1016, X1 E1016.4K Xi S1214, Xi B1214.3.5 K Tapping Screws Q 13 S1B4.12, SJ84.28, 51134.75, 5165.50 SBA2.120, SIBA2.12/10, S/BA2.12M2, SIBA2.12/14, S/BA4.18/8, S/BA4.18110, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description z J S16A4.18/12, S1BA4.18114 1 Er -HP Adhesive Anchor for concrete z 14 Stri HurricaneTis 2 GAC, GDP, GDPM-50, GDPM-75 GDPM-100, GDPS, GW-50, GW-75 GW-100, GTH Gas -actuated fasteners and assemblies Q 18 SIHD88, S1HD86, S/HDIOS, SIHDIOB; S/HD15S, SIHDI50 Holdowns 3 PDPA PDPA-K, PDPA MG; PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL Powder -actuated fasteners, threaded studs, and assemblies 16 SIHDU4, S(HDU6; S/HDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3 K,, PCLDPA, PECLDPA, PTRHA3, PTRHA4 17 SfJCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchorforconcrete' �- SHEET NO. PA 1.2 MAW NUAARMADE COUNTY FFDEPAJKT1 PGT lndmfrjei� bw.. PGT Industrie% Inc. 0 -0 > r- = 2 _0 mmo 7RC0UCTC0w=0L SECTION FGTIudustrio.Inc. 2 IIW5�-_&W26 WMM -NOME OF, ACCEP ANM ]EVIDENCtSUBMUTED, T NOUCEOIF,ACC MANCE-EX711)ENCIESUBMUTLD a - F.MMAX03kV A" ECONOWCUSOUWESPUR) XW* FW"33173�-.2474 BOA= A" C4=F. ADAUKETILMON I)RIMUNP FCA*315-15-0 'NOTICE OF AC(XPTANCE-. EX-MENCE SUBMITTED (n NOTICE OF AC C-F_ PTAINCE (N-0,A) 1. EvidencembMitted, under,pre-dousIN-0A D. QU.UM? ASA7RANCE L Mianni Dade Department of Regulatory and Ecaxunic Resowees JLER)_ CZ -Co a) -0 L) -0 PGTIaduaries, Ine. A. DRAWINGS B. TESTS (continued) 0 0 I Q70 lechngla%T Dfwt, L Mamifktur&s die drawings and sections. 5- Testreporton 1) Aff- Infiltration Test, per FBC, TAS 202-94 0 0 Nor&Venke, FL342754 (Subm&ed zmderA'0_4Xo. 11-01107 04) 2) Unifonn Static Air Pimure Test� per FBC, TAS 202-94 E. MATERLAL CERIMCATIONS = LL_ S con 2- Dr&x* No. H D-5 5 7 0. 0, tffi?.d ­Xrmyl Sliding Glass D o or NOA sheet 1 3) WaterResista= 1est, per FBC, TAS 202-9C 1- Notice ofAccep=eNo. 15-0-529.14 issued toVmian ExtrasmLimitied fortheir = .0 M 0 -Z� I.- MLisT4OAis-beingiwoedmadetdwappheabl,�ndesLandregakti,o=W'FCMMg-.&e.weL&fr�cmkwfioixmterig&,T)i� through 21 of 2 1, prepared by manufacturer, dated .10M_545, with mm -On A dated 4) Large Missile Impact Test per FBC, TAS 201-94 -%%Ikke Rigid PVC Exterior Extrusions for Windows and Door�- dated M13/15, 0 > U) -0 E 0 documentafimmbmiftedlmbeenrevioxed aM =epbed bvMiami-I)�tde C=tyRER-Produc-tContol Sectionto L z OW5117, signed and scaled by A- LynnWer, RE. dPr 5) Cyclic Wm es=e Loadingjmf TW, TAS 203-94 expiring off 0930)19� 'Notice (1) a) D CL be,,pse-d'm',NfiamiDadeiCozmtyandLo&ef=agWhffeLaffaw;dby&e,Auihat*lgavinglwis&t4= #)Foxed EnftyT�� pff FBC, TAS.202-94 2. of Acceptance No. 16-070AS issued, to Vision Extrusion Limited for their 'ATE I U) 40- M This.NOA SW not be valid after the exp4afian date.statedbelowTheMiami-Da&C'Quat yftodu"Cmt"Sec�m B. TESTS along withmm1ked avolOgS, and IuStAll2t [On diagram of vinytisliding glass door, prepared -W dr; N 000 Tan 2,02 and lighter Shades Rigid PVC Exterior Extrusions for F- -a U) < (1h. Miami DadeCounty) xaAlorthe AW (in weaso*wth=NfiamiDa&Cauxay).reserVe the right to have this 1- "Test report on l') U0orm Statk Air Pressare Test -FBC, TAS 2102-94 Per Fenestration Tating Lab, Inc,, Test'Repod No_FTL 8W, dated 1 1A06115, signed and N'Vkdows and Doore' dated 12M.4, expiriag on. 12/29121- p;oductormataWtes�f6rquahty&S=VnCe-PULP t#d 2 mike ImpactTest Bc, TAS 201-94 PU sealed by Idalmis Odega, P� E. (rest report revised on 12Mn 5 and GM 1116) 3- Notice ofAcceptance No- 1"52915 issued tD Vision Extrusion Limited fortheir wadify�, or- ind 3) Cyr-hC Press= Loading per FBC�. TAS, 203-% 6 Tat report on 1) Air Infiftrahm Tm per FBC, TAS 202-94 -Brown Coated Rainted ortaminatedYWUe xC Exterior ExtImsions for Rigid PV mpend ihe..use of -such product or matetial within ffierijum- dietm, RERzesemesthenottorevokeflm acceptat�, if ifis determined-4yMiami-Dade C=3tyPWdMt-Cbj*o1-Secton that diii pw&wt cTmateml fails to -W djmwi-W and ksWlation diagram. of vmyl s&fiag domprepared 9 Umfom Stair Air Piessure Test per FBC, TAS 202-94 VAndows; and Doors" dated 0&113115, oq*ing on.0930ng. meet the req=emeatsof the aWlicabk- buddirgco& byFeneft� TestJng Lab, Inc., Test Rqxnt O_M8717.datedl2=1 wd and N 3) Watff Resistance TM per FBC TAS 202-94- 4. Notice of Aemptance No- 1"71:2,02 issued to ENEKGI Feneshation-Solutions. USA� This produd is appravedas 4escribedhemin andbas beendesiped to ecatplywidiihe-.FlofidaEkdduigC�ade- I sealed, by Idalnis.Orlega. R E_ (lest fqiart revised on 02115/1-6 and CrV24116) -9-02-94 4) Large Miss& Imp2ct Test perFBC, TAS,201-94 -TAN Inc- for thek 37 3040 and Lighter Shades (Non -White) RigidPVC Exterior =cledmgtheHaghVek;cAy Huun meZane� 2., Tek rqiort on 1) Air Infiftratim Test, per FBC, TAS 5) C ychc Wind Presstm- Loading per FBC, TAS 20 -3-94 Exhmsjons for Windows,and Doors" dated 09/151,16- CXPHM9 on 010*21- D,Es�mN: &rie&*_q57W27N" Gla" DOW (Reinforred), W*o'9V & 1&* 5 WL 2) Unif -94 am Static Akft=ze Test. per FBCIJAS 202 along with mirlmd -up drawn�g& and insUlatioa dqFmof vinyl shdmg glass d oor� pnmed 5. Notice ofAccT.taam No- 1"712.04 issucd,tG ENERGIVenestration Solutions USA, -AYPROVAL D0C04F-N_T' l)=WiUgN1D MD 5576.0 Pterr R, litled -Vimyl Sliding Glass Dwf-NQAg1A)7' sheet 3) Water-Resista�ce' -TAest, per W, TAS 202-94- . I I IW_ Test _R43W.Ner. ITL 1t&52' �120V,5' Stned and by Fenestration Testing Lab, dated Inc, for their "Bronze and IAghter Shades of Cap Coated Rigid FVC Exterior 1 through 21 of2 1, pnparedbymanu&dwer, dated 10J053, 5 and W revaied on oj�01'62 1, signed and sealed by 4) Lar ge Missile I **t -Teq per FBC_ TAS 201-% - sealed by I"wis Ortega, P, E (rest report wviwd on,024 5�2016) for Windowsand Doors'dated,09/1511k o0ring on 04/16,21D. k Lynn. NW, PE., bearin' the Afiawl-Dade C�oun; y.PfodLidCcmtralReligionsUkmpVMhtheNotimof' 5) Qoic "kind FimiaeLoa4iag per FRC, TAS 203-94 est report on 1) Unifonn Stair, Air Plessure Test per FBC, TAS"202-94 7 T 6. NoticeofAcc ance'No 1"112.03 issued 'JoENERGI FenestratimSoMiML USA, -White Acceptancenun&ff and expirat= date by the miama-Dade Cmity ilioduct Controlsection- %6) Forad Entty Test, per FW, TA5 202-94 2) Large Mis� Impact Test per FB C, TAS " 10 1 -94 Inc. far their Rigid PVC Exterior Extrusions for Windows and Doors" dated _0128118- AffisnxDHACT RATENG: Large and &nalllftsile lmpactPadmat along withtixked-i�p drawing and installation diagram. of vmyl sliding gbw dom prepared 3) Cyclic Wind Posme Loadinglxf FBC, TAS 203-94 0&40,117, vqfifing on Limitations: byFenestrationTestingLabInc, TmtRrpW-No-FTLSS,,46-,.dated�11)0&15,sig6ed and. AM vathma[ked-up drump and kistallatka diagrm ofmyl. sliding glawdoor 7- Test reports No(s). I ID-002-7"A), 10-O&MO52 7, 5357:53-09,, per ASTME-94, I - See tab lee I (sheet 1) and table 2 (sheet �) foT applic abk SGD unit sizm design pressmw� reirrfmcementsq-^ scaled bLy Id2hdis Ortega, R E _. (Tea report revised on 0 1 Mn 6 and 02J 114220 16) by Fenestration Testing Lab., Inc-, Tist Report Na.. IFTL 6639 (samples A-1 tbru A-22), dabEd ASTNID 1929 and A S TMD-63 5, kajed by EXOVA to Visim Extnmim for celluk6c &ss qws, sillriser(see tables B-1 & B-2,sheets 7-9) and,awhorlayoat sbmftmqwv=wnt% in I I thru 16- 3,. Test rqiott an 1),A-ir Infdtrafim TW. -per FI�CJAS 202-94 11A.9110- signed and sealed byJdrge A- Causo. P. F__ (Submitted HnderNOA Aro.11- composite material 2- Rigid �Mte.FVCTan(Non-wbite) RigidWC -be argBroun coated. (Paintedorlamijoted) white RigidPVCto 2) t3hifoma Static Air- Pruore Testr M FBC, TAS 2027-94 01177 W) �WmhYed rinder ArOet N6.1141#7 04) Z labeled perreftencedKOA.srequirement& 3) Wattr Resistance Test- per FBC, TAS 20-94 8 Test report on 1) Air Infiltratiort Test, per FBC, TAS 202-94 8- Notice ofAcc%ftwe No� 14-016.11 issued to Xuramy America., Inc. &T their 3, Egress operabkdoots mixist ezm*ywith min:clear widthorheightperFBCrequireme4 as app&able- 4) Large Yfissile Imp2a Test per FBC, TAS 201-S4 2) Unifom Static Air Pteswe Tea, per L FBC,'rAS 202-94 ­Sexw�rGkAX, (Clear and N%like) luterbyer'� tViring on 07AW18. 4. Pocketwalts under sepmateapproval, tobe-revievedbyBuildiagofficial 5) Cyck Wind P=,m= Loading p4m FBC, TAS 203-94 3)WaterResistare Test, =FBC,TAS20Z-_94_ 9� Notice ofArceptance No. 1&1117.01 issued to Kuraray America, Inc- fbr their ,L _ABELriG. Each unit *4 bw a p etmanent labei with thenmugactureesname ot IOZD, nty. State an d X-ties and -6 Forced Entry Test ff-FBC,TAS202AA p 4) Large Nfissile InVact Test perTHC TAS 201-94 "Trasidelt TAtradear, Clear and Color PIVB Intc -s", oq*ing on, 07,0849. along With=kd-up dowings'ard'in"Uatra ftg= of mayl "M glass door, prepared 5) Cyck,VTmdPraimue1AWingper FBCjAS.2 613-94 RE!i-EWAL of-dilsNOAAA be tmsi4ered afterz ranew'jas$V1icaU= has beenfAedan&thme hasbemn. byL�Ffte';h*= TeSt=g Lab, Inc Test Rrpoft No- FTL 8547, - dated 17A4,115, siguM and S 2b2 6)F=edEnttyTest,_perFBC TA -94 STATE3JEN F. ITS rhange in the applic I ab1ebuAdqgco& negaft"I yaff se_* d b 'I OMga, P_ E.,(TestiepoortimseA On 0211546 'y along withrumted-up dnwings and irw2liation d JagramLof VMyl &Wmg glass doofprepff� (1_014) and FBC 1. Statment letiff ofconf=ance with FRC-5*Edition _6&Edifiou TERM-rNAn , ONUthisNOAwill occur after %e expiratinddMeor if dme hasbeea a wv&= orchmw in the C�St Pa FB 4- Test report m 1) C.- TA.S 2) 02 44 byFenestrationTcst� Lab, Inc- Test Rq)ortNo_YTL 6337 (san4Aes A-1 thm A-51 dated (20171 issued by manufacturer; dated WIVI'7� sifwd & sealed by Lynn Miliff, P_E_ Mimse oftbis NQ& as an brnia:mfacftreof&epra&dorp=cew -an ea&memeut of anypnxkwt, 2) Uhifarrn Statk Air Pressure Test - per FBCT TAS 20244 12/Wn 0. s*m�dandsmiedbyJoW.A-C-auso,P.E, (SubmifiW under A'OANX& H_ 2- Statementletter ofno fmancial interest, dated 04/1&1 Z_ issued bym2nufkttm�, signed -for sales, ad%,erfmiag or, wwolherpurposes shall autama&al�r kmuinate this NOk Faure-tm cDavdy withany 3) Watet Resir"= Test� pef FBC, TAS 20244 0107-09) & sealed by Lym Miller, PX, secton -of this NOA A&I be ciam &T *==ab= aad remov - alofNOA. 4) LiMe Msg& Impad Tea per-FBC, TAS 201-94 1 Letter of lab compliance, part of the'-_�boVeLteSt TCPMS. ADVERME-MENT: ne NOA number preceded by f*,ar-ords Nfuma-Da de Cb=1yTFkwda, and followed by the 5) Cyck-Wind Piesme Loadingper FBC, TAS 203-94 C. CALCULA11W�S, 4. M Test ftWW No- 17-0397� dated 05JO547, signed byIshaq CI�anda, P. _E expmmonda*=Ybed*a,)-edinadvest=-altnatme. ifanypartimome-NO" displayed, . ffiea it shall be 6) Famed Entry 1est, jw FBC, TA S 202-94 jmg wi(hFBC-2014, 1- Anchor verifi=fioa calculatiom and stuctimal angbrsis, conVb done in its entirety- along with marked -up drawings and iastaMt' dia A diding dam dox prepared gram of v in 9 .1 7 proared by PGT_ dated 1210911 5and Ust re%diwd on 02J15116, siped an4se*d by G. OTIIER IN SPE CTION:A copy of tho entue NOA stall be proinded to the -user byihe mataj&ctu� o:r As &tfttm and by Fertearation Testin Lab Inc T;nft Rqxxt No FTL dated t9NA 5, signed aid g -04 Arr&=y!_ Mlw, RE. (SnAmh0ed un*rN0-4.,Vo. 15-1211 L Notice ofAcceptance.No. 15-121,0;,01, ismed to PGTIudustries, fortheir Series CIQ site waled byIdabnis OrtegkRE. (Test reportx6rised ouVljW,6'and-02,J1 36) J 2. Glazing twoes. with kS 1 300-09. '557 rced) � L.W.' aq)iring on, OV14021_ 4)12 770" Vinyl Sliding Qm Door (Rehdo i C= �c CD ThisNOA rrxisk &reu&m:N.-0A*20-0429.kq and C=siits of thi9paige I aade� "s E-1, E-2, E�3, E-4� le �14 10k 4�141��)l M E-5 & E-6 as weH as approval documemt nxafiaj*d ab<ne_ The submitted doc=neabtk=-was mriewed by Ishaq.1 OwA&4 FE. lqha qi I C&MM&' PX. lozql Clauds. PX. B&aql Cha"A"ME. C= Product Control U-mit SnporTisor Product Control rsh supftmisor Product Control Unit Supervisor cr Li_ C NOA Xo, 21-0205,.03 Nut _N6. 21-o'-MA3 Noik No. 2 1 -0 1 U.93 NOA No. 2 1 -0 22 0.9.0 3 Expirat . ioulYMet ApriI14,1026 Expiration Date- Apri[14,20.6 Approva Marck 25, 2.011 JEw-piratioullatt.- Apa][4,1026 March 23, M1 ExpairaiionDate. AjyrilU,�1#26 - A-Urch 2N:2021 Awiorillhte, Z/ Approval DateAflirch 25, 1021 -ApprovalDatt. . 1 -2: 1E -3 �1 C., C� < co A) OL: >1 0 PGT IxLdustrie% Ink. CGI Wmdows and DooM Inc. PGTLm1wtries.Lw. 0 LNOIICEOFACCF-PTA�-NC,E-.EN'IDF-�N'CEWBMTTEI) NOTICE OF ACCEPTANCE-- EMENCE SUBU[TTED NOTICE, or ACCEPTANCE: EVIDEME Q. Lij 2. Evidence, Subtaitted under previous:submittal Ei MATERIALCERTMCATIONS (continue) 3. NmE,% -ideace Submitted, S. A. DRAWINGS 0 E JA- DR AWINGS 1. Dtavoing No. MD-5570.0 RerB, titled 'Vinyl Shding. Glass Door, NOA aAly, sheets L Drawing No. IVED-S57kO Rev B, titled "Vinyl Sliding Glass-DoorNOA aW, sheas 1 I through 21 of 21, prepared by ir�cturu_,, dated I OVS�qS and last reVi9jed through 2 l,of 2 1, prepared by mandacrtm, dated U I Y0'5)l5L=d 'JaSt-MViSed on 02/01 �2 1, 0402120, signed and seakd by-A-L LYM MflIef, P-E 16. Quamum Part Du complying with ASTM C518 Themul Conductivity 2-22 BTU -in/ signed and sealed by A- Lynn Millff, P I �E_ br�-fFLPF, ASTM F 1249 WVIR-Pass. ASIM D 1434 Argion Permeanc,-_Pass� ASIIM E Note, 11us MuiLsion Cmmsts rephKmerit of same existing mstallation screw viiih,flat head - B. TESTS 2189 I_G_ Dmbility-No F6& ASIM E 546 Dew Point Deveklmient 42200F in 48 brs- I. Test reports on: l)Air1nfi1tr;#io&Tht, per FBC, TAS 202-94 (MrbwNed under A'r0_4.J1Vo. 154409.05). 2) Utffban Stahc Air Prew= Test, Loadingper F I BC,TAS 202-94 7- Vision Ltd_.Parts complyibag with PVC-AAMA 303-13, Voluntary Specif� B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 Aw Rigid- Pa �yvibyl Chloride (PVC) Exterim ProiMes-for Vision Exlrusio� Ltd-:-VEX-1 by 1. Nd=- 4) I.-W Minile'Impact Test per FBC, TAS 201-94 C. C. ONS -5) q?dk Wind Piessure I=dmgpa FBC, TAS 2034% 040.6.5) ajangL Wft=dWd_W dra-A-inp and iftstamondj2W.�_n of an PGT lhdustr� Inc- 8- Vium Bdrusions, Ltd, 303-13., A-0 representativemo listed below mdtested toqualify Dowsil 791 and Domil 983 WkVM.L (S ribm Ned tinder A'10.4 No. 154400 05) prepared by Faustratim Testing LaborAtory, Inc., Test RCPDrts Nd-: 9- PVC-AAMA -103-11, Vokmiary Specificatwn for Rigid Polyvwyl Ch1caide (PVC) Dderior D. Ql[JA1jT1- ASStJRANCE FTL-7897, PGT PW5520 PVC Fixed Window (imfit, 6 in proposal), dated-09/03114 Profiles for Vn= Extrmons,, Lt& VEX-1 by AAMA Feriestratm Fidenor P�Offle I. NUanti-Dadt Depatmad of Regulatory and Economic Resmures (REX)_, YTI,-:20-210.7.-I, PGT SGD780 AIUMiMIM Sliding Glass Door (und 7 in propov�l) Fn-20- certincation Pmgr= 2 107.2, PGT CA740 Al= Outsw* C.-aaement lVindow (unit Sin proposal) F11,20- 10. Notice of Acceptance No- 18-1217.14 issued to En"gi Fenestration Solut� USA, Inc- for E. MATERLAL CIERTIRCATIONS. 2107.3, PGT PW7626A Aluminum Fbietd Window (wit 9 in proposal) and FTL-2a�2710.4, thtir -Tan 3040 & light shade (non-White) -WWO Rigid PVC Exterior Extrusions for '"Ttndows-andDoorC, I- Notice of Acceptance No- 19-4305.02 ismed toKuraray America, Inc. fortheir > PGT PW7620A Ahm=m Faed Window (unit 10 mproposal) dated GTIY20, all 4gued eWifing-on0r2Atql. "TromfeW U.1trackar, Clear, and Color P"VB Glass. Intedavers�", eq)=gon 0710:V24 Co o and scaled by Idalmis Ortega- P.E_ 11. Notice- of Acceptance No� Jjc' for %Wd toL EWrgi FMNftafion '%lution, USA, I 1&0122.02 i '2. Notict of �kcoq_Aance No- 17-080&02 issued toKul rallay America, Inc. fortheir their smies -'Uldte Rigid PV C Exterior Extrusions for""'indows, and Doors eV=gca "Senfi7GIaA (Clear and%Wte) Glass lntejUyeri", eqiring on 07A)4/-)3- C.,:!iLC`tTIAT1,0NS 21 3- Natkit of-kaqAaace-Na. 19-1106.10 isawd to 'Vis= Ewasicas Linited for tbeir.'Trown 0 g _FBC 7ft- ,hig with 1, Anchor vacirkation cakplatiow and sftuctural analysis, romp 12. Notice of Acceptance No. 20-0203.03 imed to E=* fmesWatim Solution, USA, loc. 1ruf Coated (P�ainted or Landu xterior Extrusions, for Windom NV%* kW PVC E Edition (�020.), dated W.120, pnmd by marnifact�_: sigutd, and waled by right shade cap cQated L their -Brouze & _nWib- kqpd PVC ixta w- Extrusions ter and Doorf eqmmz on 09t3M4� -6-0 AnthonyLynn h4illrr, P.E_ Windows and Door�", expiring on 04/16P-5- 4- "Notice. 4iLqitanct No- Wed T 0 Vision EXUUsions LiMift5d jbf th6r SC= 2- Giving complies with ASTME1300-K -49, -1Zand -1.6. 1 -VE 100 Tan 202 and on-M%ite) Rigid Cellidar.PVCExtedor D. QUALITY ASSURANCE F. STATE_AJE_NTTS Ennisions for Vvitkdom and Doors7_ vVinng an 1129121. 0 Nfiami-Da.de Dtpartawnt of Regulatory and EcAmornic Resources. (RER) 1. Statunent letter of conforruance to YBC 7* Edition (2020), dated 04�22M, issued by mallufactufff- Apwd and sealed by Anthony Lynn Mi RF E ST.ATEA!IEN E. MATERLAL CERYMCATIONS 2. Statement letter of no financial interest and -of indtpendent- L%medb actum, "ed �y manuf L Statenient letter of =ftmance tG YBC_ " Edition (2020), dated 02MMI, issued by I Notice of Acceptance No. 1" X-55.62 issued to Kuraray America, In c. for their 04/100, -Wed and wiled by AnthapyLy= ldi�, P E� M2n11f2Ct1=, Signed and sealed -by Anthony Lynn Miller L P_E_ U) "TrosifoN Ultraclear, Clear, and Color PX`B Glass Interlayers7, e*ning-on 3. Private Labeling Ageement documeabetween PGT. dated:03130115 and *ied by all PM_Ae Labeliug Agreem=t dated 0,310&,21 2- between PGT BxUntrim Inc. and CGI 07/004- Vtmdows and Dom Inc., signed by, Dew Ni Ruaik, PX., VY. En&eeringj on behalf of 2. Notice of Acceptance No. 17�080:9.02 k%W toKuranav Ame4-lcaL. Inc. fortheir "Seiatff* i < Ghs6 (L"kar jmd Whiw) Gliss laterbyer!C% U-Pffmg -on 07/0412i G. OTIBERS CL or their 3- Notice of Acceptance No. 18-110&10 issued to Vi4on Exhusions; Lmded­ f '�Brown I- 1his NOArevises NOA# 17-04X060VTW)CG1) and updates toFBC20210 (7*.EditWA), G. 0TE1ERS Coated (Painted or Laminated),'%Ike Rigid P'VC Exterior ExtImsious expiring 041 M21- 1- 11is NOA revises & renews N for vi indaws and Doors", expiring on 0930i2C 2- RER Test pwpG&ab 40-11 5_5 dated 01 A 0.Q20 appmved by Isha q 1. Chanda-1 PM- expiring 2. 1he carrent associated PLk Mfie #21-420-55.01, otpiring,"14126- CIO 4. Notice of Acceptance No. 19-110611 issued toVision Extrusiom Lirnitei for their W14t2l- series "VE ION Tan 202 and Ighter shades (Non --White) Rigid Celular'PVC Uj q)iring on 12,M_�21_ Exterior Extrusions forWindows and Doore, c 1 �1-7 (� Isluq L Choada, P.E. < Z 11haq t Cba ad*.. rX. I& -'a C*3A'b' rX.- Rmduct Cophol, U.& &Wn �i F"dud Control UkU Supervisor Prt4mit'Control Vait Supirti4or ANOA 21- "t 5.03 < NOAN4. il-giaghs -Expira tion Datei April 14,20'A' - April 14,21026 Expiration Da"'. Expirsfieul)Ate Apr 14,26:26 XPPrffr3lDAtff-3 Uarch:109' 20�1 A-p&ovA Da$t*;, Mare-h ZS� 201 A'P*-v*1 ti�_ E 75 F 4 SHEET NO. PA 1.3 Z� — \ TILLIT TESTING & ENGINEERING COMPANY WAT:THR A. TTLLIT, JR, P.E. Tilteco@aDl.mm YLPJ? LI-o4 n.44147 FL[ALwe Na00067I9 PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY; Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products LLC 4800 S.W. 51 Street Davie, Flonda33314 1 PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. T1111% Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify, that the product is for the purpose Intended at least equivalent to that required by the Cade, 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` 21 PRODUCT EVALUATION DOCUMENT ( .E.D Jj Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and seated by Walter A. Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part loi�lf�T�sl Evaluation Report, '`.,,Q�• IT R A. $r/4 J ��'/, 7 i�` *:,, N0, 44167 - s `rrf e�a. #. :* ~%,�Fd .. 4 0 R I O P \etc ; 6355 N.W. 35th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - ��. 0$ HHJ)j` 1, 1 PRODUCT JLTA ,UATI.OLVAEPOk'l;j,U. TDA728.01 2 2 2. TEST REPORTS: missile Large ss a Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626of the Florida Building Code. Uniform static loads as per TAS 5 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-560 dated 08/0g11996, #96-570 dated 0911811996, #96-T30 dated 09120/1996. all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports# 2032 dated 0411611998 and # 2126 dated 1010511998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2.3. STRUCTURAL-ENGINEERINGCALCULATQNNS.: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design Wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc_, dated 11/03/08 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P. E. 3 MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS RESISTANCE 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, 15,17, 18, 1.9, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, 5. INSTALLATION: 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 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. -\:0. ,,� ti..iF.!LtiP�ky _ ::Ja :I' ,,�ZENSF = ..167 �_ i*, z * /_ -o'• STATE OF r� '• �,c'`. FCORIO ' ..y�`r ��''/gpSNQ N A HHHi k ,N� .. GENERAL NOTES: B.3) CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD SCARES BE FOUND ON THE INANCH GN,ntr.A,sfs .tssf STORM ei OUSTING WALL, ORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS SEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED' IN BA) AND IN 8.2). ACCORDA4CE WITH THE 2020 (7U1 EDI ION) OF THE FLORIDA BU9DiNG CODE (C) MIIZ WB _ QQD kh ,REOUc utay(rj O - O as MM `: DESIGN WIC LOADS SHALL SE OETERMNEO AS PER SECTION 1520OF THE ABOVE MENTIONED CODE, - 1/4"0 TAPCON ANCHM, AS MANUFACTURED BY IT.W. BUILM, INC. FOR A WIND SPEED AS REO#IAEO eY THE JURISOH:IWN WHERE THESE 'SHUTTERS WILL BE 0WALLED AND - #14-10 PANELMATE FEMALE ID AND PANEUAITE PLUS ANCHORS. AS MANUFACTURED BY ELOO CONSTRUCTION PRODUCTS. FORA DTRECTKIFlArTY FA.O'tOA Kea0.S5-LISNG ASCE 7-16 AND SHALL NOT EXCEED THE MA)INUM (AS.D.) - 1/414 LAG SCREWS PER N.DS, P TN -7.1 "ex DESIGN PRESSURE RATINGS INDICATED ON 7 1 4 a s e" W STREETS 7HRU 2, 1 TS 16 T4 k 20. t DOO BUSHaJG AS DISTRIBUTED BY POW SCREW, 8 / ALL SCR ,BOLT SPECIALTY CO, IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LANDS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCEDT M . M H TO A.10. DES" WIND LOADS BY MULTIPLYING THEM BY 0.0 N ORDER TD CA) MLFAMUlNTIEADEO PENETRATION INTO WOOD OF TAPCON ANCHORS 5{iAl1 t 1/2" AND 2' FOR ELCO PANEUMTE PLUS ARE FEMALE W. COMPARE THESE W/ MAX. (d.S.0) DESTCH PRESSURE RATINGS INDICATED ON SHEETS 7 THRu IZ IA. 15, la, 19 h 20, AND ORDER 18 THAT ANCHORS ON THIS PLED. C.2 MINIMUM ) tNRE.ADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1t2•. NO THREADED TESTED WERE NOT OVER STRESSED, A 33E INCREASE N ALLOWABLE ii PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION, WIND L NA F STRESS FOR WND LOAD•a WAS BQT lN5£D IN THEIR ANALYSIS. FASTEN}3i5 SPACING TO WOOD HAS e€FJN DETERMINED N AS IN ACCORDANCE WITH N.O.S. 2016. C.3) MNIMUM EDGE OWAICE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1629 OF THE A8DVE MENTIONED CODE AS PER HURRICANE ENGINEERING k TESTING INC. REPORTS 96-569, 96-570 k 96-T30 AND CA) MWIJAUM PENETRATION OF 'MOOD BUSMNG SHALL BE 5/8-. 1/4' .-20 SCREWS USED SHALL BE 1 1/2- LONG MNIMUM FENESTRATION TESTING LAB. INC., REPORTS #2032 k #2126 . AS PROTOCOLS TAS-201. TAS,-202 AND TAS-203. SHOULD STUCCO EXIST. AND t' MINIMUM FOR WALLS WITH NO STUCCO, AS WELL AS TEST UH8 OF SOUTH FLORIDA REPORT j02t9.01 -09, AS PER TAS a(3t. TAS 202 AND TAS 03 STANDARD$. STANDARDS. c-a) IN USE THAT PRECAST stow. OR PRECAST CONCRETE PANELS, STUCCO OR wow BOARDS BE FOUND ON THE EXISTING WAI-L., ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE MIND SUCH PANELS. ALU 2. ALL Al1WNtAA EXTRUSIONS TO 6T)63-78 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2. Ate# SHALL BE AS MENTIONED IN CA), C.2) k CA) 3. ALL Nl1MINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-Ht4 ALLOY. (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL or THE RECOMmENOAMNS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 4. AL STEEL SHEET METAL STEELSHALL HAVE STRUCTURAL QUALITY STEEL, ASTM M&53 GRADE SO MINIMUM, G-60 GALVANIZED DESIGNATION a. PANELS MAY ALSO BE N""UJD HORTZOWALY FOLLOWING INSTALLATION DUALS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 STEEL DESIGNATION W - $B.s bl /FY AFTER ROLLED). ( itiH0UG1 6) EXCEPT THAT HEAOE% (Z) k Q SHALL NOT BE I15ED_ S. ALL SCREWS TO BE STAINLESS CARBON STEEL PER STEEL SON OR 316 AISTENSILE SERIES OR CORROSION RCOMPLY DIN O S 9. 1T SIALLL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 50 Mel YIELD STRENGTH AND 90 Hsi TENSLE STRENGTH k SHALL COMPLY w/ FLDRNW DIlADNG COOT / FLO D I 2 J1- ATTACHED TO NSLRiE PROPER A/LWORAOE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONtRErE. BLOCK OR WOOD FRAME SECTION 241 t_3.3.4. SUA.DiNGS e. BOLTS TO BE ASTM A-307 GALVANIZED STRIA OR ASI 304 SERIES STAINLESS STEEL, WITH 36 Red MINIMUM YIELD STRENGTH. I0. H T EACH REGULAR STORM PANEL WITH LENGTHS - OVER 8'-a T RtR'OUGN 12'-4` AS PER SECTIONS 6 6 TO . 9 AND 8W eW k low an 6 ' 7 ANCHORS t0 DIAL SHALL BE AS FOtiOW5: SHEERS 5, k 1T SHALL HAVE A AN READILY E G C N5TRUCTNG OWNER OR IJIG OWNER APPLICABLE TENANT T4 SECURE PANELS WnH APPLICABLE REIHFORCEMEHT DURRR; PERIODS OF HUt�ICA4E WARRINC, REINFORCEMENT DURING PE HURRICANE ICAN ARNIN A TO EXISnNG 11. THE INSTALLATION CONTRACTOR IS TOCONTACT WITH Ki$ '/CALK ALL SHUTTER COMPONENT EDGESWHICH REMAIN IN CONTINUOUS TAPCON ANCHORS AS MANUFACTURED BY IT.W. BTIIDE%, INC. (Min. fO3L92 P:s.i) THE BUILiNG TO PREVENT WIND/RAIN INTRUSION. f1/4`. /4 IT x 7/8" CALK-N ANCHORS, AS MANUFACTURED BY OL"WALT INC (MIN. Yzn3000 ps:,- 1/4'.. 3/4` SOUO-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY OD, 12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BULGING AND ZONNC REGULATIONS (Min. f,_3000 Pa.l) PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. #M FA3350 TE FEMALE IO k FANP]MATE PLUS ANCHORS, AS MANUFACTURED BY ET.CO CONSTRUCTION PROOICIS. IN. 13, (0) THIS PRODUCT EVALUATION DOCUMENT (P-E-M) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION (M,0 Fc=33-- P.A.i.) FOR A SITE SPECIFIC PR WECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.EO. - 7/4'8 CF TAP --CRP ANCHORS. AS MANUFACTURED BY TAU -FAST CORPORATION (T'a+360Q 0.si.) A,1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4% 2' FOR PANELMATE FEMALE (0) COHIRACtOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND k15rALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT 10 AND PAYEYALTE PLUS AND 1 1/4- FOR CF TAP -GRIP ANCHORS. BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT OEV4ITE FROM THE CONDITIONS DETAILED ON THS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A2) CALK -IN e: SOLID -SETT ANCHORS SHAD. BE EMBEDDED 7/8- INTO THE POURED CONCRETE NO EMBEDMENT NTO (c) THIS PRODUCT EVALUATION DOCUMENT WALL BE CONSIDERED INVALID IF MODIFIED STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED STALL BE 1 1/2' LONG MINIMUM SHOULD SYu0M OAST, NO T` MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR Al THTISADED SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER O2 ARCHITECT WHICH WILL BECOME THE BUT WITH WING NUTS. ENGINEER OF RECORD (E.OR.) FUR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P Ea. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOW BOARDS BE FOUND ON THE P.E.O. ENGINEER, SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC MWNW FOR REVIEW, EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A2). (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AM SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. (B) /1!90 G PDONfANNC O S wAyy �y�: 14. STRUTTER MANUFACTURER'S LABEL SHALL 13E LOCATED ON A READILY VtSTBLE LOCATION AT STORM 1/4' .. ANCHORS AS MANUFACTURED 13Y T. T. W, BDEWALTILOEX, ONC. 7/8" PANEL SHUTTER N ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL - i/-0 W x 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY pPOINT INC. (MIN. f & PsI.) SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 # THE ,/4b X 3/i SCAJD-SEE ANCHORS, AS DISTRIBUTEDSP er ALL. POINT SCREW BOLT k SFEC1U.tt CO. FLORIDA WILDING CODE. (MN. V-1800 P.e.i.) 'RNIS 54-10 PAN T to AN PAN # El.IrSp E FEMALE D F1.MATE PLUS ANCHORS. F5 MANUFACTURE?} BY ELCO CONSTRUCTION ORAWaiG SHALL ONLY BE USED TO - YP a0'Dd TS (UTAPK VIP 22071 PS. N`�IGR 1 11�niv, OBiA)N PERMrTS iTl THE STATE OF FLORItM AS MANUFACTURED DW 7RU-FAST C07if+ORATION `QS CJI%. ,...,... 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELco PANELMATES AND CF TAP -GRIP AICHOR, INTO THE CIX{�R'E �j�`� '• V ' FLORIDA aUkLD,HO CODE Hf h VelocityHu cont, Zone BLOCK UNIT SHALL BE / 1/4-, r • .2m Mn . M. a 20 GAGE GALVANIZED STEEL STORM PANEL ' 8.2} CALK-N k SO]D-SET ANCHORS SHALL BE EMBEDDED 7/b" INTO THE CONCRETE aLOCI( uNR. NO EMNo. 4 167 -, m INTO STUCCO $HAII. BE PERMITTED. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MNWUM SHO - - GLOBAL leFtOTECTION PRODUCTS, U.C. a1laV,62o MT. AND I' MINIMUM FOR WALLS WITH NO STUCCO. STAT OF II LIE C O EN.. °•. +Mao S-W. 51 $TAW O A t, TILEAT k [HORN a oO,APANY CAME, FL „314 isl_, -' �0A D . '• �. ar .... A. a o.e. R— PHONE: i.54)8�-75t1, FAe (w),we-llwT 20-176 S' .pep m-s,Do..., pw)m-,IT tS/0'•• •c iE G-OWB,19 ww - O GNv: s/AAA L)1 ` 11A WKTER A 4y4I P.E. trO ,r-w w aNUT , a za INSTALLATION DETAILS INTO EXISTING, POURED FOR REGULAR PANELS(I CONCRETE OR CONCRETE dE BLOCK STRUCTURES T.1£;Nr NEE =HWW ON CONCRETE ANC. CO"C ETE ANJHM ¢,s a IMd- e) �---E.D. CONC�TE A+RIO1s vertu 8 1,0MCHH s) FJt6TWG POURED (SM SCHEDULE ON S,fEE15 D TFWOSK.H .} FORMED 1. jj I CONCRETE CONCRETE REOUIRE�'. 9affDWL W (SEE 4 SREE19 a IWIOIxRI 9) \ _ F. +i CONCRETE �,)IIIREDi 14.t• � �' _ _I� l' ,/a' I \ 1/4. W! L T;1 \ 1-1 i ` \ 1/4" 7.f i• MCI.- i{ ` , 16n.y--/�'�W47 , wN I ,1J.' .•,.4 Ts - y ISMS : O.iC4.• : `;ELT t i4' I -_ ,,\ - - ---- I ,;u- . OC. l - EXISTING FOURED EO. ` E 2 1 i M £.D. 1. � E;nn +.. I 1 w H16 RWUaIN. f 1 L c c4,W L i .�` i I � COSTING REO7MEb:l I 4 g 1 tVq 1 i AA N. '°`.. i'� i t`A ,,. ,,'*::'w I\,.. '�i is �'5rE 1'KRAS 1 1 SIX ICAMAJUL 9 i'Im "a'aIWw I S It I-Iry oze 4\\` .�\. i 1"' . O a i wens. 10 I uu{1 2I o w GW j i 1 f s¢ ecNm xA r ON a 1 IAELT 1 -�.:./ °"-.l T "a ous9 1 �`y( !Fy'>10 j OAKS. H,h 1 , II m eF. 1 _ _..._ d I 1 I 1 I i ,: Ty 1 c3 ) I ti t 1 I L 1 i W. L _._ _ AL ._ 1 r I I I (�.., I LT >a 1 1 1 1 I I I ! I l 1 ( i 1 i I I 7/7 1 I 4 1 1 .I 1, 4x z. I - I E%6DNG POURED - EP l a' 1 >T ,SEWY — . i I - , 1 I `'-.�- 1 - I2 Ii9• OL , 1- EYEWr SKD . 1 QiA- -1--... I :E.D. CONCRETE OR It Pr-- p rAi : 3 O.C. I wM. ( 2 /r �. EXI9nN6 ,OU -.; Eb �. j � E]OaTN6 . MAp ! E0. 1 ,R ,lA' n.c Cyr OR ' « r ITECORM,REIE B1.00N I ` ! I tLven S1lO w f I 11.�� ) —_i COHCAETE OR CONCRETE BLOCK I ; = J �7E BLOCK ? ! .. _ _-_ -..'7 '!T_ ! \mx—,, \,-�- \ k-:\. \\. `, REOWRkD. <� 1i2. REWIRED. 4 1/2 __ .9C+Q•) =1 I '--__. . WEXISTINGI +L I:� Z' qp0p' REQUIRED. / --13/4' '� (N,, Ca6X'ID.O yprM.� j-1 Mk,. } 4 , ylr,,� i , y' - ;:`.� CONCRETE A IMU41 REO W/ SNO—. `"9 CON.. eR 7 0.,. xnE uralo�_ e L— .D.- ,,. eaee ,waroas ( (SEE SLTMXU ON `•' � ceA:ON s `..57 1 , V p 4 "a. \. ew,4 S,Ms . a kC (SCE SCHEDULE O/l SHEETS a nMaN9N 9) 9 LICH 9) \ SHEETS a NRWG, 9) $HHEEIS 6 9}` SCALE 3/8-I, CEILING d MOUNTING SCALE 3/8w1' BUILD D MQ' Sr%t W ct ��MOUNTING aSCAtE 3/ ••,' ) 1 L E.D. •- EDGE DISTANCE I --(1) I I - rw 804,1m°Dp. (SEE SCHEOtlLE ON SHEErs a s 9) i I Ii _ W, e 9 NOTE FL)R DQI6BINA.TIDN OF SEs'fIDMS: 1 l , 1 = r ,N,,,,• TOP k BOTTOM MOUNTINGS CAN BE 1 -III I 1 A�NNN AT/,RN A, j.Zq, % COMBINED IN ANY WAY TO SUN ANY INSTALLATION. __ aaMN.ER .f 4,v W.. , ��::\.y:�a� <ti .: \. VOEIVS� :vPr DUSTING POURF,0 I w T. CONCRETE -J3/4 �i______ - = FLORIDA BUILDING CODE (High VelocityMIA cone Hx7Dm TLTECO W. Zone ._ REQUIRED. i --I a * * : = 20 BADE GALVANIZED STEEL STORM PANEL aNlu fTh .sNMEtT81s a SUi,w UGH. 0)" /. .E, CEILINS Tliisi = S7'. ATE - '� ff ' 014, . F�:'• OAi_Q •.-' GLOBAL PROTECTION PRODUCTS, U.C. �IL E_ 4M aW. at IREIT w/20110" IM ELT •• ! aWOINECRINO CQMPAtrY TAME, FL 33,14 r,=p 20-176 SCALE ; HALE H:.0 a[o 4,. ' s�7i ^764a FAX,(W4Aell-4m 3j8=i" NNN G-6OO719 �.• •a' �s,.n OIWMG Na' WALTO A Tr ,k.. 441 P.E t7.,.a .IMEi t GF 29 PROD[1C"1' .V 1 UJAUQN_UrQ 'r NO. 2n•B72R.01 3 Q. MATERIAL CNARACTERiSTIGS z,SPECIFICATIONS; Shall be strictly in accordance with General Notes and Components indicated on sheet 1 2 and 22 of 6 Product 2 o f P odu Evaluation a nation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7 LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tilteco, Inc, and signed and sealed by Walter A. Tillit, Jr„ P.E. 7.2, Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620,2 of the Florida Building Code. 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida license No. 44167), President of Tilteco, Inc, (Florida CA-0006719). AA AN\111194NNl/UA �``�llA\k: PA:71�C191 I,,. aytiQ • '��GENSF'' P sy �---) 9 s (= � 1 7 = .-�---mn. as s `_ z t j; STATE OF ;'rc E y��'�D0-�-_-. SL' s . ,� �aata .. Ni0NIA1 WNTA`,N WATTLL D 1 TILTECO. ADMON RECORDS I P. E. REPORT.20 1 GLOBAL PROTECTION PRODUCTS, LLC T 20 GAGE GALVANIZED STEEL STORM PANELI DRwO #20-1761 REPORT # 204)728.01 Co IINc_ TILLiT TESTING & ENGINEERING COMPANY WALTERA. TILLIT, )R., P.E. tllteco@aOLCOm PRO DUCT VALUATION REPORT FLU T,hR Na 4467 FLL A License No AT067V REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME:: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProtWlon Produats. LLC 4800 S,W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION. This is a Product Evaluation Report issued by Walter A, Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been vertfled for compliance in accordance with the 2020 Seventh Edition of the Florida. Building Code, and to verify that the product is for the purpose intended at least equivalent to 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: 21 PRODUCT EVALUATION DOCUMENT (P.E.D.).- Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020, This drawing is an inteRAkTltltlt�'?,.fIS Evaluation Report. 4 _,A,,..L>. _= _ 44167 I•c at `,nSTATE OF 'Qz "'."0"�•r F`t OR IPA--_": �;" 6-155 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 87I- COMPONENTS FOR REGULAR ¢ram SAFETY STORM PANELS (SCALE 1/2=1') �_e ��.� __�_� -15,l"" (TOTAL WIOTAI)- -------,--.---_..--_....., ,._._ _____�.19.1ea' ('TOTAL WIDTH)--...-._. _ y .- , _-1a.5OD' (Eirreaw WYiTH)-.____---_.�_,-..._.-_____.- , 7 j _..._....-.b.T30'.. • ,. - - , ! i 1 r. t.�g i . ' ... T :.""t1 y I '`•t. •F ;X _ 1 ' ,f_:a. '' `,. GALVAllZEO S1EEl. aOW MIN. THICK T - 'v<'\ d _ ASTM A- t 0" 9a3 /F3/' / SO YA.MU HIDaA 0. ' Aiab. THICK' INED '- 7 O3a r. 2.85T a ea D-8D aAty. 2.I � ��,y i 'M WtVAW2#'h STEEL EDGE T ' } j EDGE "'C'� ..? HEMMED 1YP. ASIMs A-R44 KTAIL � •a , HQIMED T^TP. \ aETAK T ORAX so If '} EDGE L G-ea GaLv. I 'T EDGE � .. I 6. A I 4ILar I L TA0. A , 48.6' L_ LL _ _ _________m__.,__.__________, _. _� LLL ______._._______._ L--4.Ao- t 7 1-�.._ -- �� 'T.350' d STQRit PANEL (L, END STORM PANEL •--2.11'---i L.2 x PAM✓Et5 END NIA Vi, !!-T50.. '--' ___._'_^ __T.187p', 0, 1 1D0` 1d0� - - .750'I- a 2O. tJ4 I-30 1257 - L.250' Y(MF SERIES STATES M HfEAWII£O EYL"E' .iW' . 25 , - ! i :-.75E".- R 4---^^--y{ I ` TO NGLE LARD TO STUD i A'-u a,¢' ,'-T l90 m ANCLE w ToAWT.E a --�..I wx 12 1/2` O.L t2 /2"O.O.— .tCO _; i-�_w \ •093' J.375` ,093' .fi93 !. T,�O• 1.5110"_i 1.500'2.t .939" ,939` SEE I" " i'093' (- I ' '.-/` t 'E . 1 2.t2s" .. A, l7, 75J. ( ,. i?.Wi . 22s4' TTl:rA6. i _.-.. _j MMEp I t LARCH, `+�-`• A. 0. .375 33tl' I .125' i 1 {C I %3 i'--1.5w-! t__ J I L-_..__.. _.., __,...,5' -M­-­______; 4...._7.,500 ._,i AAt A ( 37 -•,Rr` 20. _ tt1E'TRIC VIEW MAIL A L___ _._. Iti� LLAL.� ,„ I....-..2.9p0".,..�; T.WO--, . ROUNDED CORNER ® ENDS OF PANEL'S z END UP W/ HEMMED EDGE A� "h" HEADER Q 'UCH HEADER Q ANGLE I� ANGLE WITH STUD @ ANGLE WITH (N.T.S) REVERSE STUD �" � I Saw. t/14 k a/tt .374' I � _ e.3H- 1TP LOP EDGE .095, .374-.1,750' ,-- f y +Jt�" OF PANEL 188-'•°L7- .f88-1 +T' I 310' 112V i 1 4N-20, 3M SERALe_ r' 1 -i i 33 SM 9NETm t0 1.4O79.GW` W" 1, ANQG-L-E-.• 72 tit" O.G.390-1 .SiS" _ .34A a i��_'I ,625° I1.3a1J'1.671' 1.am _ 1063' I a' ,e'. eKIE RDR I I750•£VERY P OVEER AP .86r f {..--I I OW, i._ ___ _�__ J 1 - Aea .Oaa' IL 7..�0` (� EY H WASHER .62sv L--2.W0•--1 ' ,.) _ 063 � 'r— RACK ANGLE (R ,3/-a* 'F' TRACK C� FAT !_1 O.03e• (MLn) . ` i'-M, 911Nir WITH STUD 00 p p b/A.� vi, 15'LONG - ..,.-_..s. ` 4Ff TIJJ;y"9yy : \}GEN,S !` Y GALVANIZED STEEL I'm i Crary .379 .38`. .8A., T fi_ 7--) .379" t10.4416_I r._= * t * . * E FLORIDA BUILDING CODE (HI h Wool Hurricane Zone Ten. aorTou OPAWN i_.__ D&S ` 1ta s- PLATED WIND NUT PAN° j, STATED ?Tiara umo Ixeea e< 20 GAGE GALVANIZED STEEL STORM PANEL eY nzS - P LO „r __. KEY HOLE y�.�� • , "T 2DOD �. r . ` AI PANE "`'y f0 11 L! E C Q rsa. GLOBAL PROTECTION PRODUCTS, I.I.C. �' m �° ��'� r w r N/TUN ,-_.____ Mao S.W. a, SUM ® 2 X7 Xi /4 W/WT - -'I,- TfSTNO i +YAIP WK, FL =14 ALTERNATro}1Y. USE WIND Mir _ 4.- ALUMINUM ANGLE MONOU'"C WTLSNEx Wj AOOiRN6 Z_-i e i -m . H 4Ama R x„w P"Ki a tw)aa0-734a FAX (04)m-m7 20-176 _- m-te, _... O-_ Ne: ' 9'. O NICXEL RATED STUD). P.e WALIWO nll./GIE G-00"s WATER A TKJl! dr. PE e. 9NMET 2 OF 21 47 INSTALLATION DETAILS FOR REGULAR PANELS t 1) A U END 91LM MAU TOR INStAL1ATION IN POLOW O TT. INIQ EXISIINQC T ONCREIE BLOCK $11RUCIUR QQN=I=4BWpm _14aP usRortLaTOWN" CONCRETE 1/• 4 as VAUD }�)R RFR U( SAFF7Y AND E-Z F44NG STORFLt PAIN, SYSiEAt sCHBPAE ON SHEET a k 9) ( SCFffORE 'y i' ,` SHEETS 8 ' FJrWMU H 9) �' L `H-M.." * t/2' WIT, Vet _l ' 1 1 4'i,a. Y,s1 w I i i J1•', . 1 W I Eb. 1 , I .Tee �y GbK 1 1 I iI r „� I I o \� , ' ^�• I L 1 Y, P. •yI 4 1«L.a r E a�.-rl• s i1Y _.� 111i"f 1 f� C ailgirc OFDRom- 1 _ ,, % a,rc. Asr`a'OLi .c ! N _0 ` N 1 q�7•� CONCRETE BLOCK 1 1 ,. ) . z r� I—- _— . 1 t f� [ ,PAL 1J'e.ATi .•. Afl' t A m 1 I ( A^�1o4' A N�i `87' i `4r.• 4cHm«H o,'Mn-nl AAl..r L_, - 4-__ 1__,_. I- n .,__. .,._,._.... SCr1lE Sft6.=1' W,Aor,A'R a,a ..,�, ALARM &! I a ,^ RW I 1 }�{ ASE B (PLAN) (I ) . EY6,W 7 I Rs. tT w `1 I A ,_, '" SCAT 3/1Mf- I 1 -i z 1 PASNFI FDA is' ,xA� r, r, pwr sae W-,4 JI_. I - ,-_ ' ": aT." _. xCTMN a dllr. j 9¢ acX® 1 'gin . 'r 9 �I M"' aou-» ..w mn ww..Rl_ .. 1j'v __ ...._.. A aeamr� fir�rAa,,.fim�'a.. , ryr� ...i aw 1 ; moll TuwO. I - "M ,:l-O � ,. 1 SEAL 6t 1 1 I 1. .____,I tI­ 1 ) m �lEniaoloN 1 i 1 3 I lwwa u4 mceor r. r. ar d I i °' p lur'r-. "t'-I : I . ,2 ,fin 1 0 `% E o. a r.• ,A.e'�', I�'alppt iee CONCRETE i E� 1 CASE C f PLAN) D LAN) 'I (� REWUDM6. 1 EX15i91O FORMED f. 1 SCALE 3/Te-1-CASE " i CONCRETE OR `-' --_J SCALE 3/16>,• ETE BLOCK /" if2. T ol..p"a/ ;T:. �yA,I�-/ /Pl.m mPa,S._ uW Ar OR PANEL1[� f _„_<3 1-_r -i --N�3�{ WNa NOT a a" ac: 1�.W.4 ' mCfn kAo i,xlw 09 vNm,au aMI FEMALECALK.TECH., 4�5 .,.._.. s� ARI2IQAS .� ` I-1• EGA -I \,<\ .:'t\'"yt�\ \'�\ \.\.\\:\ *:E _ _ _ _ f a n PLUS OR OF TAP-4w (SEE SCHEDULES ON 5 F,`a' .) r yr,a, i sEFs:,s a . 9)n-M SCALE 3/8-1 7 I.I - -Fit .0 SCALE 3/a-r i CHAR SwanoHIM as •• x 1!i a.n ia®a� — --.��DG���� BPttININNG ��nNO . NEW 1• WIDE a VAUES x 1/8 E.D.. EDGE DISTIL. i i ae - O ® ..._._ At /' THICK ALUM. TUBE OR I' x'-'T (SEE SCNELIULE OlN i S CASE F fPLAN'1 - ""'�'- SHE B ec L- ,' _.,_ � 6NG� / P.T. WOOD PLATE SPACER 9) 3/rb+T" 1 ; NEW ,' WIDE x VARIES x I/e• I I `-' NOTE FOR CDMRNAT4ON OF SECTIONS: I Two�PDniEISP'Ac� r I fr I I TOP A BOTTOM MOUNTINGS CAN BE i 0 TRACK I I CASE E (PLANT s �R' I CONCRETE ura i COMBINED IN ANY WAY TO SUIT ANY -' I ,r' - Sp.kgtNyE py INSTALUTION. SCALE 3/1a.1' Ir I /-�_ S9i15 a nWO16N 9)) COM. /! • EXISTING - rc m LEN.m a r. 1�:' E `• R� FLORIDA BUILDING CODE Ht h VelocityHurr(e_an6 Zone A+a,ws - Mee. aAHeeN xLSNrt ,o aE 011 scxmEAE 1 1 • L .. S 3tawm,. NE ®eL s ~... a"" s 44:t§� z ' '�1tm, x�c. 2G GAGE GALVANIZED STEEL STORM PANELDAMIN W. Lw TaaLT. s tl x�• sw %f-X = * : * 0/21V2otD SCOT 3/&-1• '''`�. �. GLOBAL PROTECTION PRODUCTS, LLC.. __..__ I C C ... SPACERS REOU1REtt OR DETAIL FOR Al TOP ,aoD sw a, mffLTBOTTOM TRA CE TO CO BANDS RI...., I LT No k ANY CAN. sL =11 CiSS AR lA�lia e- I� N.. a.a W r m Tara. awm F R ,SARI PHCNe t9e+)ae9-7e46. FAX, (.P..." s7 2G-176 NCH°°" , (MN M,A- M , pb1 m-,ell V4110 �.. saw. fsar,n DW.14. No.CNAUWEiWR CA'ST11 TER A:nfN dFh �'.E- •ftl SIEEi 5 "M PRODUCT A� t.t�ATiONR&'..WRTNO 20-072702 2 2.2, TEST REPORTS" Large mis sile ssile impact load tests were performed under SSTD 12-99 standard as per section 1600.1.2 of the Florida BuildingCode. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florlda, Report # 0814.01-01 dated 0311 V02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P,E. and Report No. 0219.01-09, dated February25, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic per loadings Protocols g p r tocots TAS 20.1 & 203 as per section 1609.1.2 of the Florida Building Code, Test Report prepared by-Amencan Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and seated by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OIC Metallurgical, Inc., dated March 13, 2000, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per OC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jactofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and 08127/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 8 MI6SILE IMPACT RESISTANCE; Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12.99 Standard and TAS 201. 4 WiND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (RED.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. PRODUCT 'EVALTTATHDN Rp'AT NO- 20-B727A2 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E-D.), drawing No. 20-175. 6.-MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated an sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.),'drawing No. 20-175. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 7. LIMITATIONS AND CONDITIONS OF USE: 7,1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 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. Tillit, Jr., P.E. (Florida License No. 44167), President of Titeco, Inc. (Florida CA-0006719). s"",N� LAN 714 ' Py �'g��� 16ENSF T �A s �. - �- �� 7 k- z -e'; * WATU1 � t/�S 'Cl T7HhTEF (�ypp D:1 TILTECO ADMON RECORDS.I P. E. REPORT.20 t OL(AAL P4OPi��,r}N P),GDQCTS, L , AGE GALVANIZED STEEL STORM PANEL LDRVVG#20-1751 REPORT#20.0727.6}, �' OR14 ' /�y�0 U'A' �E������"3 1/4, 2/4. 3/4, 4/4, 5/5. 7/5, 1W/10. 2W/10, 3W/10, 4W/10. 6/5 5W/10, SW/11 A 7W/11 3' MAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS e k A 3' MAX i I"'MIN.-;C"--' FOR WOOD SEE SECTIONS ON SHEETS 10 & It � I" MIN.7 ' a - a T T T r r r F 1 D.M.. L 'ti✓A i 1 1 t T T I/ I l r I i r' / rf Lp-' P 05 _�� P { r f i ...1- I Ero ____T I�' - 'r �_ l S A ( r i TTI { A / .'; ( i ! I [ - ------ff I- �- 1-1------ --_i � I 1,�'•~? 80LTED PANELS W/ 1/4.-20x1' I (SND EISEE SECTIONS AS ! .� I I _.- $S. M.S. BOLT W/ 7/8" x 3/32" ;;1 APPLICABLE) t ,I I WMGNUTS O FA OV- lJ (SEE SECTIONS AS APPLICABLE) i it _�.__ �.J�..1� n -J �L__L_._ __� �n - i _�.I _I E1 I J-/[/'l r I L.- f I j s J D.M.. 4 .-- -- --- -14, 'J , I " a __ - ----- _ ti/+©"l'/ @, -r - I: =__ 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, - i• Lar i 1W/10. 2W/10, 3W/10. 4W/10, 6/5 sW/10, 6W/11 A 7W/11 ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 k B -,_ ._ ,__ FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 ` REGULAR STORM PAN ~LS rick Q ELEVATION N,T.S. 2.87' 1/4' IA= GAP (MN OVERdAP._1_-Wriou: VALM t +" .X.(��t�� NYn,t, a {V MAJt DAP l . 1 �T Lorl '� 3j�k' Y"•'• EN •.;y FLORIDA BUILDING CODE (HT h VelocityHurricon,& tons = cA N 44167 ': g azma rnlEco, INC. 20 GAGE GALVANIZED STEEL STORM PANELOR'sa: SECIIN.T,s s o • ATE r'k I�E C (i EE�ie a GLOBAL PROTECTION PRODUCTS. LLC. °' LWrE MOD S.W. at STWFET ,�,: ORt TILL . couPAm' DAM R• �t4 20-176 '•.. 7M. - ,M. WMAA R STUN Plp ' TAX (954)�-a/97 AC L WWN (ea4�-73M ,fin • a. : pp m"tu � m-ARIA ... r.WPYa. tx+Awlc N>. 7.,c fib/ NNHNI /DAL" ,aVSDf A TAN 3„ PY RA __ ni11M aWEr , a 26 INSTALLATION INTO EXISTING POURED 12EIAI $ TOR REGULAR PANELS3 CONCRETE OR CONCRETE (1J BLQQK. 51RUC TURES _ ppUREp CONCRETE CONCRETE ,_-- R£p C TI ANCHORS: FOR CONCRETE SEE SCHEDULE ON BMW 0s _ FOR WOOD SEE SECTIONS ON SHEET 12 "' IORAEQDICONCRETE BLOCK RM ANdiOl6 ___=71m1AE I_-VMD i IISOU'kETE BLOCK IREDlISOLtliFD � agC..... ., E•DOK3' I CONC�7C ANCHOR'S 3'�"�"} Men' 2-e7' T"' MRI - I • IBn. (MN OkTaM =1 WHOE 1NLLEIi k 1 a a a Wa ON I _ ,10. `-�'£ ON Sim 9) i r'-�EE 993COL E ON STREET 9) .-D•M, A07�13 i i I' ' i� I _.-.�t C_7 C- 1 „, --� 1{ 1 �. 41 I 1 4 I! 1 11 1 i 1- ': i I! I L 1 I i l i - I - i , 1 I j I I tIr j i I II I I -) { i i 1 iI I ! '.IOC. 1 I! I I I I i l� 1 l i t I 11 I i i I E i F L 'I ;I I E I I o QI I '\ 1 { i I , -� IQ •�. \\` i i ;_:, I I 1 �. , f , I I To M 1 1 tt \_.. \ \ '\ 1 It ; , , 1 ) 1 I ,A.INFIAMON t (,EE m i i m ti : ::*. '\.'\tip „i,.. ; i I # t IW,.. 'c I I I I l 1 . r 1i4•i-x„.I_.1 I i ! I i i'.gp Ss. aOITB Wi I , I I , i".. t[ t @ is 3 I 1:1 IlI.7 'e' 3l32' I I I' 1 I �I ri ! 4$ ; l I WING Nln a LVERY , ! ! i P ` 1 I Al'lFla.AP. 1 Ii I „'� -J.. --i'I ,� , I i ..I. _ _ �.._..i Lr 4 1 1 Ei z dD a � W, aMT:TdrtE.._ 1 ` a4 2 I. WNWO oaH ; i ,I I aFSLt Ei 6 4 ANI£fYli at , I I 96.T - 4 I i 1 i I ? 1-y-.i-"'s-I I' 1 . ! I I 1 H I ! I I { I {. j l I l I I I ,1 3 L_-__--... _ .J...___ .. __. ,, t__ ,._. _ __ _1._, ,a..__. � 1. .___ _1......�„..___ �._ _ L 1. _i_�_. .. LI. l..... L..�V 1..: , L ! , __ ._.. L.::.: _1 .._,' 597L 1 Itl4Y-�.Y i ; - iiS/3, BOLTS W/ , 7 °~NOT .bias, -i'-- --- --{ j /4Y-2n.Y- /l ,yl � 9S. 9O.3 lei , �i 7 e5, �.. .—._� ` $ € 11/4 rya,' MSS -8 M-" Yt/ f I a I-- --._..__i 3 O I r T , i) T I i , l 1... M 7 OF L 1 I I I . 1 ( { ! l 1 I I - j' fI' I ` ' I I (I I nvEWLlw. i to cY'{tlM i a ,Z IOLVKAP. I 1 I i L! I ! i '.f !I 1 ., 7L- :: r' u Le ..._ _vT.o!=. I L I 1 I I 1 I I I '. i i . r-- o, r I i 11 1 I t i . R I IN, 1-- - I i__EEl�oras:ND t1�t�,_1 �`�a H- TAAss �. aA55 --1 LRBIf. t i i or IV i gbh l i , A 9.ABYt -;3` Mak D.f6.®09 ® �Y'D T' u9,.I OF 1 ' MA f •'=:i: i 1 I 1 MAX > < '=-Y i ly - ; % t /lf/, I OF MAXE X ; I' Mkt. ANC -HORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9_ ._^ __ FOR WOOD SEE SECTIONS ON SHEET 12 .-." T NUT i i+id' l E . "' j - EL ` I I REGUL4R STORid PANELSh4� Ar E! �IATtON SCAt.E 3/32-+t-`�-j5f{,•�._L,-! n4i4 t ~ 1 4' MAIL. GAP --r i % ')I/4• t", f 1 I� I//4".-TOx3/4' S,S. BOLT f e rW/ 7/e'x3/32' WIND NUT' [ i :--J._.._J rCONCRETE (MR 0414AP-1 WHOLE VAUEO - L_,�� REIE A/N:IgRS bTAG9ETISD . 1 a YT 1/2 O.C. t ! CONCRETE ANCFgRS i,_......(SEE I ANCHQMS I ( .,..'.,...TMVE aCEDL4E O1 I/4- __ _ r -- MAX�'� 7�1 .',.3R sj (Sa DIEDWE °f SCHIVOL" ON I 9) Is TES ___�D ONNCIRTE RR &OCK REWIRED WSHEET '� e 0 KIT `* REWIRED _FQUI gTrICRE E aR Y9EQlCRREO �0C* SECTION A'A , SURE 3/32•=-�- INOWUMNIMMI SCUT 3/e-t' IF SECTION 9 SCALE 3/8.1- SECTION lig SCALE - tiR3 �e71✓'4�y ?` .0le.,'r�CENs''':'P s FLORIDA BUILDING CODE (Nth Velool HuTricons Iona CO. -EDGE aST/WCE (SEE SCHEDULE ON OF SE F 8D1E OR rAE�INATION CTHINS: TOP A BOTTOM MOUNTINGS CAN BE MM9 TR,9O0. INC. : No 44167 = 20 GAGE GALVANIZED STEEL ST0161 PANEL _ *: * '` - •q TE U _ __...__.-- ^ GLOBAL PROTECTION PRODUCTS. I.I.C. ¢` IL E C O P. DMU M W, a., ' MIL. SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1 SR •`.. 6 P ! �;a •.. Alt) I Me. ON S.0 $1 STREET - A, N ANY. I,WIE Fl. 333. •• ...r.•.• 'AY "Ls1 ,a, '`ANTI W,e.,Fa.LWw sm. wWm awpA R,Mr' RKIYi (9a4 -7aM. FAX M.)68a-a79T sew. , gMT na_1va . F. 1 psi m-,at, F l 2D-TT6 DRAWING e IINNIN'R RE/OATC ea w a a — .k GI»OOOa1ts , WA.,T t. A 1WALlEN A TTLLlT dew PRE eMp A OP .76 _--e a) a) Ili CA � M 0 a) � a--• U _0 N = .CM CU U ­0a- a) -I. -. W a) .t. a) -0 (� U o -= to C t 0 !� a) Ca C) O '.� CU LL I — O CU > Cn ._ Cn 0 C E O _1_,• 0 0- it- -0 .E- coQ 4 Z Z W J 9i O CVC" ��o 1;i- � ,1-1® - 11 iun •'`4(� Q P i. C :- . = U ca 1 tQ --; J: OQ C) 0) 1.... , __, 6 r_ 0Y 7 �q d i A,.J - �� .0 ' "-y : .1) T 4) a Lbe - t"' . " _ r_ r C_it 5s _ IO f .r. :31 t_ 0 e o- 9 y = -0 #" 0- -4--n# W c- CC 0 [ _ its -4-0 0 0 0- CIO LU 2 Q Z Z Q J SHEET NO. SH 1.0 �� ,.3l1 CONCRETE ANCHORS (3EE 1RJab1AE m ON 9.001 6 ! 0) WALL AND FLOOR MOUNTING INSTALLATION FOR SPLIT PANELS I I ® (bt 4/ 1 11 �i wig ® : wTfOHR) I = ` ".v^r•- D{ W�imabtta6 V OOMC 4 f J2' ,) -- FILLED 'MIN, E0. I m _ �TWpt PA1A1 w/5-G M.. PINFL Or a ! W, ACME MiN6 OF ♦33A pw1. -T20 V.,.l. (BEE SP1L9N�� N LQt) Ile Y LDFJM�PALS*%M MiNG fI �ELgBE2ERG8 2 t 21 (� _ SCALE 1f�+'-1-. Oa�R 04 MUL(JON SCNEOULE Mk2TS e i 9) Mox. MULUON RECLINED Mtn. SPAN (n.) TIME MULLION s 2' . 3' x 1/6• > 4'-8• TO 5'-Ir ••• 2'. 4' x 1/9" ? W-S TO W-10" 'x4•.1 4' > $'-10' i0 e'-D' 2-x 6" x 1J8' 3, 4 A'- AUp SPA%M 49TL6�0 g�Gy�L,Ep4L1�2DE f SKIN PRESSURE RONG -e PMALLEL TOSERRM RAVEI.•5 WWiEHGIH. oRa:N1EG SECTION 1 SCALE S/B-i' NOTE: MULLION CAR ALSO BE BSTAUED W AO STORM PANELS O TOP OR C4fTOM SO iMAT O S LDCAT® AT TDP OR BOTOM QF OPEMNO. (fRK PRNEi. OPENAM WJ TUBE TOP . BDTT04) MULL" Ix'_ a0.16 1M. O e/,tr. i3P,,C/OX aP� tR4011 3 ��aw F3d�lt�• • ••• t W16110 Lam.. MLUIOK p',R, - (SIX WALIGM I 1 SPLIT STORM PANEL ELEVATION AiaASD SCALE spr- ° FLORIDA I - �, � \ / I:; 2 ,', IM'AKI'a W { I�,+`°/'� l oer. 'lilt�. MN+wit ')_�, \2 L ..X � ) ` H t LPPe H rux I I 3 // t I AEE 3CMOUTA j 111••• 8 � v tBAa. - I P 1 KN 10 31.WL. I I H ' + WALL MOUNTING I I i INSTALLATION - ALTERNATIVE 3W vat/ ',wr,'t .`•/nzgn 1 SMILE- 1/4' - i' arw. ei r� � � •00°' - r,�+wmGEos i AaS,r10• ,RL11L�1-OUT MOUNTING INSTALLATION - ALTERNATIVE1W (i Y W EGOe W C A.c rNN Zm SCALE: Ile - 1' `�� PINING FLOOR MOUNTING Y[ALL R FLOOR MOUNTING WALL MOUNi1NG INSTALLATION - ALTERNATTVE lW INSTALLATIONS - ALTERNATIVE SW INSTALLATION �TRNII ALTERNATIVE 2W (SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX WALL 1/4' - 1' _- - A.&D. DESIGN PRESSURE RATING) SCALE 1/4" s 1" Sr rIW ® � 3YA',RAp eW, w1M1tAm CUM M AHo, N,G4m 1pA7ABgN NN BNDQ 2�1 ]FLOOR MOLN mNG NOTEr1 INSTALLATION - SECTION SAW IlitflLMl/PINATA _ 1dAEa @. TIf • !4� . SCN,E: 1/4- ,- I- 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 p.5.f, AND PANEL'S LENGTH UP TO a' -a'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. a DKOREIE ANCHORS CONCRETE ANCHORS FOR OON IIETE ANCHORS, SEE SCHEDULE ON SHEET i+, (SEE SCHEDULE CN (SEE SCREAUIE ON -FOR WOOD SCREW: SEE SECTION ON SHM 15 14)`, t, 21 TtW/TS SHEET ,#)�_� 1A 2/4, 2A�/A 3/4 O2 4/4 1, 2 k IW/15 POLWEa J COICI&TE� t y n.,. , .. HELUNmE d I k-SEE I sa SHEET if S I SCHEDULE ON.I (Qip PAEFIJ (NDAiM {NIIEPotlR ) (�N7E7OOR RWEL) ( I WFk1J i`QR�ff� ToGLASS WAHG3NU7 : : a EVEN' weM.N� E1ADT1 STW O ,M3A1/Y G.G. STUD p 12 1/2' O.C.wzwx t1 7/5' Len 51/C4gYWs iM/ �EEONVIS 5�b'Mo(C(ASE n • 2 7O4 pW _. _ ... (SCE GET. 1/14} TO alp 72 t/3' OTC. ?I WA (SEE (tE7. 2/147 - F�-L' f � T.. f I AT END PANELS) iDEAVS.- • G} 2/ ) (nt'EFtMTE lOCARON g i %� {� -� RR� � +GEP.K�S LS%t4 PwxWn � I i ! I � ; C �E BLOCK WALL RES%BRED 1 I A 2/4, 2A/4, 314 OR 4/4 1 2, & iw/1s it 2 & Iw/15 ALTERNATE LOCATION ` j t I ON LIFE SAFETY PANEL L- '" i AREA W/NO LIFE SAFETY PANELS LOCATION OF LIFE (SEE NOTE tBELOW) E.t. R£GULAI PANELS W/ OR _,_....-....-.....-.-.. SAFEST PANFJ: �-� W/O RFODUR TRACKS (SEE NOTE t CONCRETE ANCHORS BELOW) t LAST PANEL (11 TO RE St5TN1ED AS (SEE SCHEDULE Ott ffji 1/f %�/% . f . % if �. S'FOREi "W1EE'f ,4) I ` 02T( "M11 POURED GcNERE,E_. EANEI (1) �/ Y.1FA�C6 1PCriNS W ED CerA CONCRETE ACOORS -1--' '.'r `-STO �TAINSTALLED OR REMQJEO FROM INSIDE UCTURE `` � � ELEYATION y�AIjP_MQUNTING INSTALLATION SCALE 3/32"-1" - SECTION I SCALE: 3/8" = I- - SECTION-2 SCALE: 31W - I" Mar. ma @GN 1 • 1 W I/A _Arle NOT_ F,sS (j1L,i R)9 =�L'F-'^< STORM PANFI SYS7E'M MITALL&I N : �. 1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR UST PANEL) , - - OR AS AN WXTd 7R PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS). B (Ai PANELS. B (NJpRNATE 1DGR0x UFE SAFETY OR ATE N0i 1 PANELS MAY MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS AT EW PANF15. (W/ OR W/O PEGULAR TRACKS.) SEE NOTE 1) 2< LIFE SAFETY STDR$1 PANEL CONSISTS OF 0.039' GALVANIZED STEEL STORM PANEL. AS SECTION 8-8 PER COMPONENf SHEET 2 OF DRAWING. C1). SCALE 3/32--1- nos PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE MOE OF STRUCTURE 3. UFE SAFETY P RE'OLJIRES TOP TRACT( TO 1E COMPONENT(2,)& BOTTOM TRACK TO N L41F4*1HTfF� �F�j�AAAAi BE COMFO MM����JJ..AS PER SHEET 2 OF THIS DPAWIN0. ', COMPONENTT Y BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS 1 & V •,'9 '! 2 ON THIS SHEET, AS WELL AS DETAILS I & 2 ON SHEET 14. '•. "fy= =y:�yY1"rAfNS(L" 4. Min. LENGTH FOR COMPONENT 0IS 15'. - FLORIDA BUILDING CODE HT h Velocity Nu come Zone •: MbK. ANCHOR SPACING FOR COMPONENT ANCHORAGE AT BOTTOM S GIVEN ON _ = rm2b Tatlm, NF F.P. - 'k 20 GAGE GALVANIZED STEEL SiIN811 PANEL SCHEDULES 1 & 2. SHEET 14. GA1WN e<: COMPONENT MAY IS PERMANENT OR REMOVABLE * •� O}'�� EyrT - --1 5, SEE DETAAS FOR INSTALLATION INTO WAR FINALE BUILDINGS ON SHEET 15. OT3 ! Q' r GLOBAL PROTECTION PRODUCTS, I.I.C. a'�5x- '^r OME TL E C O INC. © 4ND S.W. 5, STREET 6. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF �'.111Z,8s (JAIA4 A�J� � 20-178 2MA r x4 WeoOM, a AI1a 1m0ec tg54)e�-7d a (v54�5v-e7v7. SPACERS AT TRACKS INSTALLED ADJACENT NRO BEYOND TO SNCCOfWOOD BANDS. AWEA2 , 4>W4-„s <<. DaD m-,NTH nR1L,u1A I,o. ONMIRC N¢ .it P,E SEN{�/�TUN4W1 YW, C tJY.•P.E Wt,auA 1 PEEL 13 1# 26 FLORIDA BUILDING INSTALLATION DETAILS FOR REGULAR PANELSC� INTO EXISTING WOOD STRUCTURES - k...__ & U �t f, KJ, fLnsn'Ni 1 J - / N 7 MMG ` EQ. OUR EOI I 1 f{F REMAI 9 REMAINED 4 I taGLAtta WOOD HUM �nm $ ALTERNATIVE ,W pIj,TERNATIVE 2W SCALE 3/8=1' SCALE 3/9-1' SEL SC,BIARE OII TION 8 1 1b•W :- f� ro OLMY ifON 1 114w.RagErypl 1 ZI OR / ED .s - ED _ t/2' i -- EQI I-- MOOS RAE BI�MA13 x! p7/]2• G 4 —, IJ2• M,. w Pc¢nLM�ON ���� Fi4if---- wmatna W NAVE SCARF ale-,'K'HL HAnn 3fe-i' M MAnrEVE uR 2uerA, H aT4nu NOTE : SHUTTER TRACTS NOT FOR CUUM I MAXIMUM A.S.D. DESIGN PRESSURE RATING (p•s.f_) AND CORRESPONDING MAXIMUM PANEL LENGTH N` " SCHEDULE N.M YMN V — YMMrH S(Zr in NRYL,AUNut — — 4FrTMUW , — , WTO R* '.. 111, LENGTH L.. R; 4YWM1 9FP FAA TMIN RES A. UM THEM +1155.5. -72.0 r-8- OR LESS 2 1G/4' UNNOL 0 1 THRU 5 e 7 +SSA -72D >7•-5" TO W-e" M., 2 3/e UNSOLVED , THIN 5 & 7 435.0. -72.0 >6'-B" TO 11'-2' V- 2 Ilr ` •a�• 6 +43A, -48.0 I2'-4" OR LESS 3 'Ir ' 6017f00 140011" 6, 6 8 10 BOLTED W/ V4V-2001 SA MA a MARIen AT Omw t MOLFNGTH OF PAML (VALID ONLY FOR PANELS(7& Q INSTALLATIONS AS PER SECTIONS I THRU 7. ON 9WETS 4 & 84 MWINUM ASD. DEi1C1 RATWIC .•.H(P .) MAXIMUM MICIORS SWdKi FOR EO. - 3 ,/r - APPLICNAILE TO SECTIONS 0 k AM'OF THU iM%WM PMIEL LE11f7X SILT (4l.) IAtKDN OF TAP-d6P CNX-N PoNIOlN1E FflIMLE p W+IELWJE RUS TO CQClff}E CONCAVETO CONCRETE TO CONCRETE COM2RRM TO. CONCRETE TO CONCRETE r N/A KIN N/A r NJA e' NfA 6" WA } (TEN) A' b' N/A N/A 6' A' S' 6" 5" 6' 1 (BOTTOM) 5' M/A N/A WA 6' N/A 0' NIA 6' N/A 2 (,a, j 6' N/A N/A N/A 5' NIA 5' WA S• N/A 2 (BMQW +55.5, -72.0 IT, MIA N/A N/A 6' WA 6• MIA 6' WA 3 & 4 CIRP) V-5. OR LESS OR LESS r 5" N/A N/A 6' r Y 6' 6` 6" 3 (BOTTOM) 6• N/A N/A N/A. 6' N/A r N/A 5' NIA 7 me) e` 5' N/A N/A a" 6" 6' e' 6' 6' 4 & 7 (BOTHAO N/A N/A 12 1/r 6 1/4• 12 1/2' 5 1/4' a 1/4' 6 1/4' 6 T/4' 0 1/4' 5 (TRV'/BORDM) SEE SIHEETS 10 ! t I FOR ANCHCR5 TYPE A SPACMC FOR INSTALLATIONS AND WOOD PIMLE BUILDING. IAIIIIAt ANCHOR EAKBgS AND M6MAAI EDGE DISTANCE ARE **CA D ON THE SCEEDUL FOR EA LESS IN" INDICATED ON SOMEDIAE REDUCE AMC" SMCIN, BY "WILTON) SPACSO SHOWN ON SCION£ BY THE FOLD WING WIMB. FOR THIS OPERATION TO BE POSSpLE REDUCED SPAM 0$11ARM USa FACTOR MMUL NOT BE LESS THAN MNMUM SPACING NOCATED FOR EACH ANCHOR TYPE AT ASCOTS LEGEND ANCHOR 1YPi IJ#"t 1f4'I 1/4*. }f#•r 1J4't if4Y iMNbIH O ilv-GIP G,LA�RE wLG-BEr Mn ARPHCR RPN MS 0A1 3 3 3 S 2 ,/2 3 _ ,„06� q,sYM O j 3 3 3 3 ] 3 ,/2 SNL14t3 0•nRr, SNa 0.) 3 = 3,12 3 , 3 1/2 AtA1lL 6A � 0PNO MISSION ] Ih' 1Ap )AO TAD LD.. Sir LOW GRASS Gl=,:h4e�7 Mot. i I 1 f, i I i • 5/a' Low MAW BUSHING h304 S.S. ALR 0 6 1/4' O.C. EL LENGTHS LAP TO a'-0• AND 5 . FOR LWGRRS UP TO W-5• M.. �1O PAMELMATIE f6RMR.E M OR R PLUS p 12 tJ2' Q. F MOTH t NQtEt'iT 1. INSTALLATIONS ARE ONLY VALID FOR SUIL1)INOS WITH A.S.D. OESICN LOADS UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-8 2. FOR NEW WOOD FRAME CONSTRUCT": WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, STUDS I T012 11 rs) STUDS O Eye OVERU 72 1/2. 0. ( HOLD PAN ale' Mt, (CASE 1) 3' MIT, (CASE R) MAX A3.0. PRESSURE RAiR16 t.CONCEM UPCON O' 6P-(R P CAUL-11 Rmift 1E mw a timal f M6 AANXIBLE ToDESIGN mcno" / R COMBINATION' OF THEM N.WEEULI P.p#EL LENT M 1" IN N CONCRETE BLOCK ro CONCRETE Bl� TO GNCRLTE CONCRETE "DONCONCRETE $ Cork ETE TD CONCRETE CON'. &0CK 6' N/A N/A N/A B' N/A B' N/A 6• N/A 1& 2 (TOP) 55.0, -72.4 9- 7' 9` 9" 9' 9' 9" 9' 8" 9' 1 (BOTTOM) 5'-0' OR LESS 8" N/A N/A N/A 6' k/A 6' N/A 6' N/A 1 & 2 (rOP) 7 1J2` 9' 9' 9" 9" t (BOTTOM) +55,0 -72.0 N/A N/A N/A 6` N/A 6' NJA 6" NJA 1 $ 2(TOPj 7'-6" TO 9- 4, $- 61. 9` 8" 6".. 6' 8' 6" 1 (BOTTOM) MAXIMUM PREsSuwe I MUD 0 Sir Mh FROM TOP OF MIO CiSE 2 DOUG p r LBn FROM TOP OF m" APPLICABLE C�E// O COMBUk7I) Of THEM MIGOAIUM PPNEI, LENGTH L" (R ) T - ti +49.2 -51.5 3" 3• 4 1 Y ? 4 1/2 ` 2 (BOTTOM) 7'-e` OR LESS +S" -46.0 3' ! 3' 4" e 2 (BOTTOM) 7-6' OR LESS t55.0 -72A 2 1/2" I 2 9f2' 4" 3 1/2' 2 (BOTTOM) T- V OR LESS +55.0 -72A 2 1/2' 2 t/2' N/A N/A 2 (BOTTQMj T-6" TO a* 0" +55.0 -72.0 -.. NJA N/A 3' 3' 2 (IDIOM) T-V TO 8'-8' f__N ALTFRNATF --Y — 1 Mee ANCHOR MOx. ANCHOR 1 SPACING SPACING DETAIL 2 Fi,OOR MOUNTING INSTALLATION (APPLICABLE IQ SCHEDULE 2) SCALE: 3/1V - (- MAXIMUM A.S.D. DESIGN PRESSURE RA IN (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "0 HSC EDUCE F A(qF ONLY TO TIONS L & 2 IN n1:n F,NT ,FP SAFETY AJORM PA19 MWEM ON SHEV 93T_ It•ANe1M ASII TN: i'PE>Z,K MTYiG Ws. PAM0. LD4M 1' MNMW/ 9AINAAMp TO tAl' S PAWL CMW1Fb1 1t'1.0. -72D A•-6_ E 3/4- UpC.tAD SEE MEET 15 FOR ANCHORS TYPE & SPACING FOR NSTALLAINS INTO WOOL FRIAR BINDRAL MINIMUM ANCHOR WACNKY AND MNRRAL EDGE OWANCE ARE INDICATED ON THIS SCHEDULE FOR EA =3 THAN SiDrATE0 ON SEMDIAE REDUCE ANCHOR SPACING BY MAJVLnMG SPACING SOWN ON SCMDUFE BY Rff FOLLOWING FACTORS. FOR THIS OPOWON TO BE POA1&E< REDUCED SPAG6fG OTTNNE'6 USING FACTOR SEMLL NOT BE LESS THAN MNMN SPACING ItOGNED FOR FA41.ANCHOR TYPE AT ANCHORS LEGINO, A10110R EASE 1/4'R 12 4't 1/4 !Ie. rAxmn rf VP-W is rAL'f-N NO,, mom BEAM O) •,WG11NN.0 OAJ 3 3 1 ] 9. 4 RAd, OAP 3 3 3 1/2 3 TIE 4 AOW. 6A •BLIP MOM F:ORYE 2 1 A 1Jr MAXIMUM A.S.D. SPACINQ INIQ DESIGN ,SCHEDULE EXISTING PRESSURE FOR RATING REGULAR CONCRETE (12.9.f.) STORM & CONCRETE AND PANELS CORRESPONDING (D BLOCK & Q STRUCTURES INSTALLATIONS MAXIMUM ANCHOR (VALID ONLY FOR. PANELS0* RQIVSTAL ATIONS AS PER SECTIONS i THRU 10, ON SHEETS 4, 5 & 8) AY111M fit A TII NxAAA a t�R ,. r�� FLORIDA BUILDING CODE (High Vel"Ify Hurricane Zone * NO. 4I B% _ �'0 tv' "` 20 GAGE GALVANIZED STEEL STORM PANEL F,P,' 9 ,• Si �I L E C O ENe. GLOBAL PROTECTION PRODUCTS, I.I.C. °'/ 10 'm ISO �S' ' FC s0. 1�� Tt TFSTINe t STREET iK 06MPANx 014E fL 1=144 0 a - PHONE (W)6e&-7645, FAX: (va4)Ne W » m- e1 20-176 YFAYA(F W4,♦ r OAAWNa x Itl .£ SFAL/SCNLTURFJDATE wA7ER A ,,., P.E. 4�n�"x Fag MADNLRM MAfIWAN N�i(rr& SP+aNrR TOR EA. - 3 1j2' - 0.5.11. fAT.'S0N 7APC6N Cr TAR-$R� CALK-iN PANEtMAIE F1:7#O.E ,D PANEtANdE PINS gOUp SET APIhN.'4%E 10 SEE SREflS tO, tt AND 12 fTIR N!ClKKtS TYPE a SPACING FOR NSTAt1ATMIH5 N7D WRDO F7ttliE BUILDING. t41MRNJM ANCHOR SPAGNGS AND INAMA, EiA'A tViT.ANr� ARE INDICATED pR TFMi SCHEDULE. FLIN CO. LESS TRMI4 NOICA7® ON SCNEONL REDUCE ANCHOR BRICeT BY YUl1VLY5Ki SPACINGSHOWN ONSCHEDULE 9Y THE FOLLOWING FACTORS, FOR TeN6 OPERATION TO ff POSSIBLE. REDUCED SPACING 067NNED LSARG FACTOR 51VNL NDT:� LESS 1NW MNaLLW PACING BOKATE4 FOR TALE ANCHOR TYPE AT YNCt1tTRs LEGEND. AIi�S T176 i/4'W f 9J4'W 1/4'W 1/#'W i,Pw,i 6~w`-N� ^µO eALK-w BOIIO-EDT Mqn AUTHOR SRbRIG. pA) 3.. J ] HiOB,�rA,� Oewne, (hJ 3 J J 3 ] 3 1/2 1LA.AWd e4,t-M ere, EnJ 3 ] ],/1 3 1/2 ] ,j2 RIpMIL, tlA.� BM•RBfi r As T D R - 2 1Ia' INSTALLATION DETAILS FOR REGUI„AR PANELSCD & (0 INTO EXISTING WOOD STRUCTURES_ T TV r �e, /1hf0 PAMEIAMTE PLUS \ 14-10 PANELARATE PLUS tiI 14-10 PANELMA7E PLUS f-d 1 7/e" � ATIpN4 TO / TXISIVI W PET TO WOOD ) THREADED iFNFA�D PET TD Et�A0D WOODHEADER H HEADER J EaM6TIFlb* W000 HEATER p EXISTING WIND HEADER J E1OSI,NG W000 HEALER REOWRL'6- I T I'v 7/a M3/32' i /Aire ', _.awM tNt • VOW STUD i ` IseR' SD ♦ s;, 1 EWNY p / 0.1E -DER` / 2 6 t/4' D.C. WOW HEADER V `1 I Min. REDUIREWOOD I REQUIRED tlk film SCFIEIWIY ON SEE SCHWAS: ON SEE SWEET 6CHE a I 51WtT S FOR m OAS& A 1 --- ` FbR SE7Ve0.RA.ilUN FINE Wr. SEPAMIKNN S MLA. f`MIES. t£NGIN _--^.. —.-- I-,r Mmc PANEL LENDER Mw PANF:1. LENGTH 1 t'Y-20A1 SS (SEE NOTE 1 3Jlr „eN •fAIT (SEE NOTE 1 , 4Y-2pY1' S, _ / ) � J r$ I ) / 3. (SEE NOTE 1) -i-._- SOY. 3 5O% I 06A OF OF 'MAK _ OF 'L' L' MAX wur YLARRER MB 061 t7WE�G3 : fl4NY SAID D• p t3 i/2' O.G I �. H � ?21ra'OG LJ e ys• aG I _ rTO. L l i/4'e LAG SLREINS - p 8' O.C. W/I 1A- 2".4' W'040 R.A 'll , ' �I 2'K4' WOOD { 1 2`N4"' WOOD ' '�. I I''e pTi MR. tNRFADEO --s-+ ,C 14-10 PANEIMATE PLUS -(� (. t t- ' {. PENETRATION AT REpJIREO { �-` REQUIRED 4 RE0UR�0 I 'y �4 F -• {t MIDWIOTH OF PLATE L PENETRATION p `�.' ✓' 9 L l y 1 wD WIDTH OF PLAN , 1 45L LAG SCREWS p ---fi oc. sTrGGERlro w/ it 4 It} r' • �` .�L.t! A ATT MIGINOTH OF PLATE SeiDIRECT SALE 3/8-i•. MOUNT ffi INSTALLATION QJRECT MOUNT NQ INSTALLATION SCALE 3/8-1" SCALE 3/8-7• MOTES: 1. INSTALLATIONS FOR ALTERNATNE:S 8W, 9W & TOW ONLY VALID FOR u1,1114111Nq BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +43.8. -48.0 pA.f. AND A 7IL1 f'AAy4 PANEL`S LENGTH UP TO 12'-4' Nxa�QA •LENS 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN � Q�": ' •''.;t 4'g PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. ; J s. EMOTION BUILDING CODE (High V01OCtt NurAeOne Zone) NOTE FOR COM)3I4RIjl(DN OF sEcnaNs c No, 415 •: * mmb nTEDb. NG 20 GALE GALVANIZED STEEL STORM PANEL is al'er TOP & BOTTOM MOUNTINGS CAN BE * : --�--- - COMBINED IN ANY WAY TO SUIT ANY , GLOBAL PROTECTION PRODUCTS, LLC. 1,7 � FL -,I�-;-�-- IMi. INSTALIATION.••• •., O,R: •. fttO�:� 4K,0 aAr. 3, stlptT J 540 t EM IN FAMRO VANY CND. FL m ( /♦ RLL LY. a r ]oc lbmu aNOpa A »HN tN10lc (Bs4I6tlB-7S45• FAU (EAM)68-,1157 2G-175 1 ! nw, 4m) HIAAAA,u .m � j;' 1t G4- ww. AarNx WAWYIO N,: E wxm A Jr. PL ,J_tA - 'SLEET t2 or 20 INSTALLATION QUAILS FOR OPTION # i FOR LIFE SAFETY ST08M PANE SYSTEM ,/4+ uG svEWs a 6' aF w/ INTO EXISTING WOOD STRUCTURES - i 1/2 R5,4 TRIRFiDED PE1#'iRATCN ro EYLSTNG WROD IKADFtt it I ED EO[ `G tE�ouWeo I 1 FO ED s L RFAl7g1EDFADBA: R IFD'4fMER Ja WSGt1f� O EVERT STUD 0 12 1/r 0.F � { ALTERNATIVE 1 ALTERNATIVE 2 I1 tfe' H6 sJAYxt' MAL1p1L MT. (SEE• DST. 1/14) D(i)°w 2 i g I OWN SHIEST 14 - OR I%,R, I p I I TO CUBS. 9 I ED / ED - Eo V I, L_ . lC 4! REQUIRED ALTERNATIVE 3 ALTERNATIVE 4 r rx4` TE � REGUIREO I li _._ 1/4 P lAD $tFOP1 p 5' O.C. W/ 1 1/2' ' ! OR LIE .•tf D BASSW/ 1/4'7As5/e'• LINO S, 0 r.00.X. ;(4 m °0 OR ALTERNAINE MOOD FRAME CONDITIONS & ANCHOR LOCATIONS AFkUN4E F PANELNATE PUS 0 6' O.C. WJ , t/2' Aka SCALE 3Jr . ,• THISOCFD PENmwKiN TO snRD WOOD RACE ROLE , SHUTTER TRAM NOT SNCWTI FOE CLAW WALL MQUNTiNG INSTALLATION "��PpEETi" Sn" air - r' r3yti \� stG # s' No 7 = FLORIDA BUILDING CODE HI h VelocH Hurricane Zona mliEi * : i u26zo nTEco, vNG 20 GAGE GALVANIZED STEEL STORM PANEL IN6Nx tm 1. INSTILLATIONS ARE ONLY VALID FOR S ALDNGS WITH "0. OEWGN LEADS UP TO +555, -724 W AND PANEL'S LENGTH UP TO f-r. Z 4'•• $T � A•L:r r -. 9 '•. ft R% �- '4'�F`''S - 1L E C O INCO. 0T/36/EbIG BAL PROTECTTOFI PRODUCTS LLC. IO L DAIL, 2. FOB MEW WOOD FRAME CONSTRUCTION WDQO MEMBERS 70 BE SOUTHERN PINE ft.. $ W/ ^rPECFkL OENSItt 9i DSS CA �tAl. F. +A Sl AL t cINNNLE1UNe OOMRANY w00 31 SiRFi7 ONR. FL SM14 - fi ArFAIN411 p, ,wW,+. SRN RWE1E Ns6 )SNe-15H6. W.(554k5P-6T97 2G-1i6 /Rt1ANp PE. SEiv%wTL"IE Iw , l3oR A7ti-1m CA-MD6719 WALITR A TBiR M. P.E -R�RI me s4A. aseW aq[ ORNWIG Fb: PUP n+ftl. 4 8M[E4 t6 2e QD O U N CL CL O .� Oo .� U n- U = -� (� CB (� 0 Q O M LL O .� Cn EW L O CIO Q L CL CU .c— ��.—/'� co Q T \' I V � ' CL U CV% (r J �•' 17/ VAI VJ n- 0 LU A0 W JZ— U) CU O 0- f� O L 0- CI CIO SHEET NO. SH 1.1 C/) (D > C- 0 -1-0 L_ _0 q) CL C: c�, o 2 (SEE SECTIONS ON SHEETS 17, is, is & 20�­___ Co -0 0- ir MAX, 3" MAIL, INUALLAMR-QUAM Egg QEILQ"2 EQR WEE SAEEIY MR 10 (1) INIQ OWING egUREQ ONMIE OR COCREIE l=K SIR IMMLINA110 DETAI FOR OPTION #2 EOR UEE 5AEEIX SIQRM PANEL SYSTEM 0 _1�_j Cf) 1* MIN, 0 A, IIAW/20 !%';TV a mm/w I* MR. INIQ EXISIIK9 P-QURED CONCRETE OR CONCRETE BLOCK STRUfJURE5 :3 m CT3 91 O.C. 0 0 0 0 ir O.C� Oz POILIFEED COICREM, 0 ROUSED, CONDRE: 1 -2 OR ODNCftM OR BLOCK REQUIRED nglm-&'m WEQL"m =Lm v"a f--C4 C REQUIRED f 1/4- 2 C 0 F 1/4� 0 CL 1/4' 1/4- 0 U_ C4-\ C4- ED.* El CIO 0 co Ef 0 0 Cn A PANEL UNOTH It I C- co CL EM <A GlAkn -4 _4 _4 P W." Put a I Iry f f -A&AMOALIFT&Ivar F*e. 4=. L* it a Seem -------ANCHORS (SCE SECTIONS ON SHEETS 17,18,19 mr;xr _0 6,0 i " , I xj QEBQN #2 FOR UEE SAFEIY �JQRM PANEL ELEYAII!QN i s** i SCALE 3/16--l- OR 2- 1 2 M.1 W/ il/2 Lt4 ",'31MLS ll-s� W/ I; ltt�f NUT WASHER OUT WASHER w om_� NUT 2 WN. 012 NO Ile O.C. 14710*0 FANELMATE PWS W/ WING UT t=C) I - - 10, -ANELWTE W/ TAPOON ANCHORS L-.-Yr TAPOON ANORDAES L Ile TAPM 313r W14 NvT WIRLEN A., WINO NUT WASHER a 4 11r O.C. ____*4HORS O.C. (BEYOND) (STAGGERED w/ STUD) __4ZT/_ `Nw-7 0 4 112* O.C. L RED CONCRETE _pxwro CONCRETE L.--,. RM L --NURM WOUCK L---mm CONCRETE I CRETE OR _rPURED CONCRETE OR CON, SLOCK CONCRETE BLOCK L­�110 COT 0=9 ro"LAM OR CONCRETE BLOCK ON CONCRETE BLOCK REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED MOUNTING 10AUAMIll WALL IdQWNG INSTAIJA110M WALL mouvirimp I WALL MOUNTIN12 I UAM WALL MoUtmog I SCAIS T WAJAI. MNMTM IRMLLADW UAMN SE1031111 MA A U Q MI&EL MAXIMUM A-11), QE5[ ESSURE WING (p.l.f.) AND A�� PLAEGMAILYAHM 2 ufffig"�Ef. SCALE 3le-1, 0,40NION"., ........ SrALE.1/e-1 SCAUE7,1/E5-.I_ SCALE W.1" CORRrspoNntwa mAximum PANn irmmw "I" qzm4mmir SCALE Slr-l' SCALE 3/8*-1' ANCHOR ym /0. 4 z SM *W III A 20 POR ANCHORS T" A, 0"IMUN, --!1/ 1/0. SPACING FOR ASIALLAMOT INTO WOOD %�Vlvmft ANOW Ift it wom No, 44167 Pt, TIZ WX SHM 1 6 20 AIR ANCHORS, TYPE 82 FRAME 11149m M. ANCHOR SANOW 01) 3 SPAM AIR OGIAUA= Puts MEM!" AND" SWINGS ANI) MINIMUM 14-1,110�P. . FRAME SUKQOAI� Iwo wow MARC 0630OU ARE INOCATO ON THIS , *tm- 10--w 3 iia" Mo" vAmm BA) MOLMUM XS.D. Max, PANEL LENGTHI FLORIDA BUILDING CODE �Hllqh Velocity cons Zone) SCHEDULE FOR ES. Less rl" M"M ON "WAI 3 r� 3 4 1 * " .44167 t. FLORIDA BUILDING CODE fflh Velocity flu cone Zone) FLORIDA BUILDING CODE (High Velocity Hur *one Z*ns)l A/ lot IN; w 0= lk"m W_ SOLO= POR m = It" ""m ON F-.w ;=Z 3 WON) W- F.P. MI nil W*V" POLUCE ANCHOR SPACMIX Of 4 20 CAM GALVARM STEEL STORM PAREL SCHEDULE 20 "GE G&VANIZU? STED. STORM PANEL DESIGN PRESSURE L N)MUm ANEL 20 SAM GALVANIZED STEEL STORM P#a rP. MULTIPLYING SPACING SHOWN SCIEDULE AM^ 11A aw"m FP. M TO 1 LONDON awm all BY THE PDU.041010 FACTORS, SAW" sy.. WILIftym VACM S140fil ON CC MIXOR RATING (psJ) (SEE SEnONS) mm" TO at P%mSUL wouln -4 'TATE GLOBAL PROTECTION PRODUCTS. U.C. GLOBAL PROTECTION 'Uml 1� > GLOBAL PROTECTION PRODUCT% LLC. 81-8. 11 11 11LIECOme, \ SPADWO OVPXM USING FACTOR NNE C �O. 45W SLIC 6 STREET +554, -72.0 2 - 3/4' 11LIECOm. I =I Tw I", TACKR ------ rE0 PROWJCM, Lw. Aft �t, '.50OLTE FOR PON ANCHOR Tft somZ6 AL D it, 61 SIREET OE LESS H'NF, S,� OPAL P. =14 20-176 FOR mm "MR FINE ON INS spmu TILLIT ICSTING A VIANWOUILHO WWAAY 001-- 0304 20 1 3 a: lot$" 726I.At'm 4M 'LINRIINF-7eft, FN'J� (ALMINAL" 20-176 *3ttwT"_3._ - tv- -- - - -176 1 3 1/ VAX, ("LLMS-rw -AA PX, --Mt.NMAwz oa,.,URE,_ OROM av-tow, ATAIA.] m F. m_ �� PX NeXT I or PZ "mm or M, E.J. w INSIALLATION DETAILS FOR FTI 42 FOR UFE SAFETY STORM PANEL S-=hl IMALLAIM JDETAIL§ E0 QEIIQN #2 FOR LIFE SAFEIY 5IQRM PANEL MTEM CENEIML NOTM VALID E-2 H" =0 PANEL 'TURES L E-Z HANC STORM PANEL SHOWN ON THIS PRODUCT DOCUMENT (PfLDJ HAS BEEN VERIFIED FOR COMPLIANCE IN 9-1) MINIMUM EMBEDMENT OF WCON ANCHORS AND PANELMATE FEMALE ID At FANaXATE PLUS INTO CONCRETE jNT0 EXISTING,MOD STRUCTURES Ar ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4"� 7_77�711 DESIGN WIND UMCS WILL BE DETERMINED AS PER =TXW 1620 OF THE ANA MEW04ED =I- -0 X Ile CALK -IN ANCHORS SHALL BE IS 7/Ir INTO CONCRETIL FOR A WIND SPEW AS REOUIRED SY THE JURESDIC710#`1 WHERE THESE MR M) MINIMUM EMMM LIT OF 1/4 EET%j UL o CS SE4%A LED AN NO EMBEDMENT INTO ANY FINISH MIITERIAL SHALL BE PERMITTED. FOR A DIRECTIONAUTY FACTOR 0-045. M kSD!l 1/41 o-2o ss mwxx Rom u= Smut. BE LEND DwGHTsNouLD ANY FINISH MATERIAL EmST) To DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ENGAGE 3/4* INTO ANCHOR& 44'0 TAPCON 0 d' O.C� IN OMER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 1/4'# TAPCON 0 W 04, W/I lIr MAL THREWED -_ Ell"'.OrmllIz. SHALL BE FIRST REDUM TO ASD, DES" WIND LOWS BY MULTIPLYINO THEM BY ER D ON THE EXISTY4 ALL AT WOW HEADER HEADIER TO COMPARE THESE W1 MAX cAll) Desev PRESSURE RATINGS 9401CATM ON SHEETS 25 IS 2& ANCHOR$ SHAILL BE LONG ENOUGH TO BEACH THE MAIN STRUCTURE BEHIND SUCH AgaS, 94MORACE 0.6 IN ORD To IN CASE THAT PRECAST STOW, OR PRECAST CONCRETE PANELS OE FOUN G, W WAM HEADER HEADER �c -C SMALL BE AS MENTIONED IN &I) MO IN 8,2). DETERMINED IN ACCORWCE WITH N-03, 2015. (C) ANCHORS SHALL BE INSTALU3D FOLLOWING ALL OF THE RECOMMENDATIONS MO SPECIFIDAPOINS OF THE ANC14OWS +1 1/4* IN OMER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PS& AS TESTED WERE NOT OVER STRESSED, A XLX INCREASE 1/2' 1/4' IN ALLOWABLE STRESS FOR WIND LOAD$ WAS SM USED IN THEIR A44LYM FASTENERS SPACING TO WOW HAS BEER MANUFACtURM 12. STORM, PANELN ADEQUACY FOR IMPACT AND FATIGUE MISTANCE HAS BEEN METED W ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LASORATORY� REPORT j 20,32, AS PROTOCOLS TAS-20t, M IT $HALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERWY THE SOUNDNESS OF THE STRUCTURE WERE SHUTTER TAS-201 AND TAS-203, TO BE ATTACHED TO INSURE PROPER ANCHOWE. THIS SHU71SR "LL ONLY K ATTACHED To GO . BLOCK NCRETE -CC CU NT. OR WOOD FRAME BUJUINGS, fit 7 THIS SYSTEM HAS BEEN MIGNO TO BE INSTALLED ON THE OLTSIDE OF THE OPENING ACCESSING: INC OPENING FROM THE _CD INSIDE W/0 THE USE OF A LAWLER OR UFT 114M APPLICATION IS VAUD WREN INSTALLATION IS INTENDED To BE PERFORMED 12, THE INSTALLATION CONTRACTOR IS To SFk/CAULX ALL SHUTTER COMPONENT EWM WHICH REMAIN IN CONTINUOUS 3) FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING TO PREVENT WIND/"N INTRUSION. CAULK AND SM SHUTTER TRACKS ALL AROUND FULL .L. i Mil LENGTH. =1110 3, SERIES IODO INSTALLATION IS APPELKABLE TO SINGLE AND DOUSLE KLING STYLE WINDOWS WHEN INSTALLATION IS REOVIRED TO BE NOT SIMON" - M., I __ 1 (S PANEL LENGTH ON SHM 10) 1 : v � I I i I PIM-ORMED FROM THE INSIDE OF STRUCTURE 13, S70W PANEL INSTALLATION SHALL COMPLY WITH SPECS LN"tW 01 THIS DRAWING PL ANY BUILDING AND ZONING 0 i PANEL LENGTH ON CIE NOTE 1 90LOW) : : us REWLAT06 PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. PANEL LENGTH (SEE NOTE I BELOW) --A PANEL LENCTH 4. SERIES 200D AYSTAUATION IS APFUCABL-E TO SINGLE AND DOUBLE WAG AND NOR ONITAL SUDERS STYLE WINDOWS WHEN 12 CLAIM EXISTING to GLA"I (SEE INDIC I ERETOW) Im- 'L7 4­ Ou IR3WILLUE (SEE NOTE I BROW) CIASS ------ j1- PANEL LENGTH REDURED TO HE PERFORMED FROM THE INSIDE OF STRILICTULM 14- ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS PAIRENT PENDING, Lw TXIMU) 1 INSTALLATION 6 sodmutr u: PANEL LEXCIR J) ws� WrV SHEET 16) (Ser NOTE I BELDW) 1/4 (SEE mm - I ESELow) 5 ALL ALUMINUM DM UMENT (PXA EPARED 'n z, 5 7 3%2 S� . /12 INFORMATION FOR A SITE SPECIFIC PROLIECT; e, WHERE THE SITE CONDITIONS DEWTE FR S j 11""S SIGNS TO BE 606.�-TS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED, 15. (A) THIS PRODUCT EVALUATION CDC =*Z11, GLASS i.PR BY THIS ENGINEER IS GENERIC AND DOE NOT PRONADE lzri I ON THE PXD, L_ 6, ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-MIA ALLM V (b) CONTRACTOR TO BE REVONSOX FOR THE SELECTION, PURCHASE AND 06TAUATION 04CLUDM LIFE SAFETY OF I Y 7� ALL STEEL SHEET METAL PANELS SmAu HAVE STRUCTURAL QUALITY STEEL, ASTM A-653 ORA.-It 50 Ifim, CALVANIZED STEEL THIS PRODUCT BASED OR THIS P40 PROVIDED HE/SHE GOES NOT DEVIATE FROM THE CONMONS WAILED ON (0 "sXwAT" W/Fy- se.5 KIN (Ar" ROLLED), THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRAZITNI'S RESPONSOUTY. < 6� ALL SCREEEWS TO HE STAINLESS STEEL 304 OR -NIS A& SUMS OR CORRO"N RESISTANT COATED CARBON STM AS PER DIN THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALLID IT MO =00P ;ZATEfq,__ DIM 50018 W/ 50 ksi YIELD STRUNIIIH AND 90 km TENSILE STRENGTH III "" COMPLY W/ PlQRlOA, StIlLoVic CODE SECTION 2411Z-3.4� (d) SITE SPECIFIC PRWIECTS SHAa BE PAEPARM BY A FLORIDA REGISIMED ENGINEER OR ARCHITECT WHICH WLL 0 BOLTS TO SE AM A-307 GALVANM STEEL, OR AMI 304 SERIES STAINLESS STEEL WITH 36 kli MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (E.OX) FOR THE PROJECT AND WHO WILL BE RSSPONS*UE FOR THE PRQPER P1,I). EWNEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PlZ INGIREER, SHAM 10, ANCHORS TO WALL SHALL BE AS FOULDWIL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS PON REVIEW, 0 (A) jLDjlaWA POLM 1 (4) TOM PX4. SHAU, MR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL. ENGINEER OF lleO TAPCON ANCHORS AS MANUFAMM BY 11,X BUIUCEX� INC. (MIN. f`­,3192 pCi,) RECORD THAT PREPARED �7 i Aws, EILs. W/ 1/4' 0 X 71W CAU(-Al ANCHORS. AS MANUFACTURED BY DEMALT tl,[C� 1"3000 psL) 1�4 t W04 NUT U.S. W/ Z 1 2 1/r O.C. COW. 16, STORM PANEL MANUFACTUIRIER'S LAOM SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN COW. 3/32* WJNG NUT /32* WING HUT 414-10 PANELOVITE FEMNLE III PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, ACCORDANCE WITH SWITCH 17109.9,3 OF FLORIDA SUILDWO COM. CNE LAW SHALL BE FLACIED FOR EVERY OPENING, w" wAsHm TKYONES) P�vl) LASELINIG TO COMPLY WITH SECTION 17MII.2 OF THE FLORIDA BUILDING COM (SEYDNO) 1/4** TAPCOW B, e St. __J L We TAPCON 0, 5' OLD, lj'4* TAPCOR 0 m* O.Cp 3/";r AND 2 W 1 2" Milk THRIDOED Avl) MINIMUM VASEDMW OF TAPCOR ANCHORS MO POURE0 COMORM $HALL BE 1 3/4 FOR PANELMATE CSIAGGIRIED W1 SNW) IN rO- WOOD PLATE 1 1 i 1, MR yu- wNG NOT STAGGERED W/ SPUD) i r.4, wow FEMALE ID & PANELMATC PLM IC, WASHER 0 6 l/"4 OF PLATE MONOYN REGIRED OF PLATE I - f PLATE OF PLATE NOW PLATE -10 PANELMATE PIL w A2) MINIMUM EMBEDMENT OF 1/4 X 7/8" CALIK-IN ANCHORS SHALL BE IS 7/8' INTO GMCRETE. No EMBEDMENT IWO PLATE 014-10 FANIMMATE P ANY MATERIAL SHALL BE PERMTTTED� - - - -------- ja:;� PLATTE WALL 0 6 1/4- OX. 6 114- 0 W/ 7!2"0 SS SIDEWALK BOLTS UXD $HALL BE UNIG ENOUGHOSHOULD ANY FINISH MATERIAL E*ST) TO ENGAGE 3/4' `9`&'aftA* DAM AT MILAMOTH OF PLATE At IN W" MOUNTING M.Nt"ON WALL MORMING INSWAMN A Mw 2 El III, MR MN 11�4; ANCHOR& ALRAIM W SCALE 3/r-l" LI S FM ZFFAW Al FIRATIVE AIM JBIN EAM ILI) IN CASE THAT PRECAST STDNE� PRECAST CONMM FAAECIL5. OR PAVERS BE POUND ON THE 04STINd WALL OR a C. ALIMAM - WAll MOUNTINA ImmulAmbi im, I ITION n+ KILL REGULAR PANEL 0 LIFE JA= PlwFI lit SCALE 319--l- Iffill FLOOR, ANCHORS SHKU_ BE LONG ENOUGH TO RM14 E MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE S SCALE 3/8'-1* SCALE we'.1" 'A"M T A to! MANORRONA, , BE AS MENTINED IN A,I) AND IN A2), LUR MULMAR PAWL No. 44167 REa , t%�� N. 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S=2&f*k WOOD ILIESO' 2,591 SHM 26 if I&lw (TOTAL (EFFECTIVE WIDTH)-.- 9­ 14. 4 CONCAVE Atawk, 4 o-t T/4�-.1--­­­� ON mAll a M OF& ME 90"U Cn -ilt-tO _____T F= I - iSM Or it LI POUND) calmm 07r I 4 _Tm i _11-A mklr� 6 � _.5?O` i - t Sam 2157- OALVANQED am EDGE 1� 60 v %, f � W _9_- PANIETT'l 9121=1. f b Pm�w WTE" W"Am p0a) INTERIOR PANEL) P "a"o HOT, 21.000, TYP� ASTM A-853 IS z .314 Sam 4 mum 7 GROSSO UNNW L + G-50 rAm ------------------ + I 44mT_ _EOl v 7­4 L_2�470 --- --- .2 h� I I + -4;7 _ltil , I, T 1 7­0 FT-11-1 T-11", . a U. 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END PANELS SKILL ALWAYS BE CON ECTED T AIDE (2), (VDS=LS S,,ut- ALWEAVS Cmt TRAC" TOP & BOTTOM, lEs 0 a!�� WALL By MEANS OF ED it L- Jam 2"x5"(Mgx,) ALUM-AROM SE CONNECITOTO BOTTOM TRACK OTHERWISE A STOP BAR 0,084IF USED ' "T WN IV AT EPOTTOM, END PANELS am ce IS, PPOVWED AT TOP OF SUCH PANELS. CtED TO ) Wy/ f44,=l "Mo WING NUT OR 1=110 Mi., 0 ON. com�09 6061-TS Alum, ALLOY Rat TIX91NX, AS m IF END PANELS SHALL CONSIST OF I 1­125* LAI*, THUMBSCREW DESCRIBED ON I&` hipma WALL MD T. (3). FOR CASES WHEN END PANELS ARE CU EITHER OF TWO CUOSE, 4 Ly/ 0 STOP SAR WILL ww X BUILD-Qui TING INST, N 4ECTED eg 0�0%n,(p AT It" TO C&ILIti NTING IN11r. EXTERIOR FLAT FLANGES OF END PANEL (MUOTE LAPRAOEATAKWN9 LICH P:E SCALE 3/0-1, 0 - m M=N 3' (4)� IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM 0.� _­ 80 XMIL.L SCALE 3/8-l" co TRACK r6 A" w ON A PANELS SHAUL BE CONNECTED BOTTOM TRACK (4). FOR 4MAILLAWINS WHEN END PANELS AND SOME WM40R PANELS ARE DIRECTLY us MOUNTED TO EXISTING RaaCM 0 ' %, CONNECTION OF PANELS MAY BE USED JOINTLY AT a M ATTACHING BOTTOM TRACK TO "I VIM ... ... ......... . ---- 6 INGLYS&C 7 1* TWLM "(7) ABOW, IN SUCH CA &PANELMATES, ONE INTERIOR PAO S INDICAD% AD sm SPICIrWIM SCALE VS-' TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. TOO PANEUMATES F NO I SHOWN ON ELEVATION . ..... S AND IN KIIV'U A / V 1/2 (5), SEE SWnON 1% 3' & 4- ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. W4. EDGE DILTIANCE. FOR THIS CILMOR CK DOES or AtIm - OF (I %0 HE 0#0 140T NEED TO BE CONNECTED I NSTALLED 7!1 OWN.MW T�ft *9 UOT 2& Ore. gm v.c.-:-.V S;��j 1 We I SUCH THAT MACENT PANELS LEFT BLOW ME OF R PAWL) RAVE vkueky 1 -1 LLJ By OVERLAPS RETAINED 8 ow) * , NO. 44167 .14167 FLORIDA BUILDING CODE fth velocity Nu carte zone) L­._4 0 TOP BOTMU MDUW"m DAN BE ? * *' LJ11- ; - 9 FLORIDA BUILDING CODE h Velocli Hurricane Zone I L ANY WAY TO BUT ANY FLORIDA BUILDING CODE (Migh Velocity Hurricane Zone) Jw­ zm T.=G, w- r�� "ON) .1 . I E .2m wom m FP� < TATE of 20 04GE MVANIZOM STEEL STORM PANEL DAWN B No.4 167 20 CAGE (;ALVA*= STEEL SMM PANEL h\ F .,- f z �TATE o 20 GAGE MYAWED STEEL STORM PANEL - "I'm Mi GLOBAL PROTECT16N PRODUCTS, U.C. z birit Ur GLOBAL PROTECTIO DETAIL 1 07/28/Imm" STOP an 'NA a WALL 11r - I- SHUT VN 11LIEC01mc- GLOBAL PROTECTION PRODUM I.I.C. z 'CL t �, Z_�_ - �___ _� - - "IMET - lix. 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" � &Qi&1____.__.,_MfIV_ MIMIRMl. jmmmj_VVFIW�� A,N".A6 PRIMURE RAT44 (0.0 MAJMAUM M04M SPACING FM F D, - 3 1/2' - APPLICABLE To Somtows I & AW ookom,- I __ MAXIMUM PANEL U)wk 10 DO TAPOWO I CAUl I VANIMMITE FOAM1 to ;AH,w,i­ALL, - 10 CONCRETE Im CONCRETE auxx To CONCRETE TO CONCRETE BLOCK TO com:Rm It. cONERl BLOCK Ir MIA 12- 1 NIA 121 H/A 12" NIA I - & 2. (Top) ill 3.* - --- To" 3- 5" 1. 1. 4�' S�2%0.ml. 12' 3- IZ* v I.- 1. w 1. I 04, _' N/A N/A N/k N/A N/A N/A 12 1/2- Ill _*��+ r (BOTTOM) IQ" OR LEW -_______r_ 11 N/A � I 1/2- H/A 1 4 1/2' - MIA - 4 1/2' N/A .3' (TOP) F, 12* N/A I . N/A j 9 1jr I N/A I 9 1/2" 1 N/A 3' (BOTTOM) - - 1!�_ All j 12 . N/A 12* N/A IV [ N/A I 4� (TOO . , 12. 6' 1 TV 9 1/2. 1 12- 1 IT- 1 12- 1 It- 1 4� (BOTTOM) I i * UNITED TO BED W, A.S.O. OCEIGIN PAC5SUAl RATING, ASEE SHEET 25 FOR ANCHORS 7YPE & SPACING FOR 44ITILIATIONS INTO WOQO POW 9U%DNOL WMUW ANCHOR SPACINGS AND MINIMUM EDGE DISIANCE AM INGEATED ON THIS SO"Al- FOR EOl I= THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING By MULTIPLYING SPACING 94OWN ON SCHEDULE BY INC FOLLD*M FACTORS MR THIS OPERATION 70 K PMME� REDUCED SPACING OBTAINED USING FACTOR SHAL, NOT W LESS THAR MNIMUM SPACING INDICATED MR EACH ANCHOR TYPE JO ANCHORS LEGEND. mjOHm rim., '/r. I Ile. 1/11, � 1 1/4'. - �:� 0 ELM" PLUS . all - All ANCHON Ill j ;; I;,- I a a Il " - I- P.) 3 af 3 � 3 3 A= JoN­ al 0.) 3 I 3 In 4 Acm Eft poll womcm fum . ,,/2' m - I- - r LOG . - - GO I - I I= I F'f-", 1 + REOUIRES MIN, DISTANCE BETWEEN BOTTOM OF PANEL I No (1) To at 1/2, 1/2, v A- + + REQUIRES Al DISTANCE BETWEEN BOTTOM Of PANEL AND 0 TO all 311C 91.1f -6-i (2) Q) C_ (1) -a _C0 > l l .&-, ­0 L_ (1) (3) L_ 0_ Q- = 0 0 L_ = ,E5) Ca z -a _Q) .-. 0- Cn - I,-, -2 = a) =3 -0 CIO Q 0 - M -0 '- (n _a = U L_ 2 a- = E 0 a) 3: CU = 0 .0 m %%., LL- ll U - C0 > (n .- . Cn (D U) - 11 16-04 " f� .1-- �- co -0 -.2 . C ca- < L� 4 z w mi ------- " , , ", , - MAXIM I Um &S, a (alll A611,16 +2/4 +1/4. 3/4, 4/5, 5/5 & 6/6 INSTALLAIIQN DETAIL5 EQ8 REGULAR P-AME-L(j) S E R REGUAR. LIFE SAFETY & E-Z Hl STORM PANEL SMEMS MAXIMU SINGLE,��m LITHEM V! 95CIM-LE OtJLX FOR RMLAR STORM ANCHORS (SEE SCHEDULE ON Ill 2W/6, 3W/7 & 4W/7 8 CK STRUCTURES IV B, -) EAMW IWAUAl =­­-, A MID W All ::::4� -------.,-3:- R MOM (SCALE 1/2-1 . SMUTS 1), 10 &II) ­ , C-REM-Q BLOCK f-'�: MoL== -- -- - - , I Ill � ---­­,-­---I&IW CtOTAL WWH)-------,� i I -2-16r- SINQUE PMELSQ J82CIBBUM SIN= uIpw 0 a , a 6 F_r ­------­-I21SOO` (EFFECm WOTH)----------- I I I C:CAWREDD��KRETF ­9`01'" all 1 �103, 1/4-0- a&_wmi_1mmm_z.AL_Q_" OR 2 = EL r OwEr.XON -7 I � I.250 I --- �150"T--��S M. D.M-0 - - T --I - -I - I- - r- -1 - -I - r- - r -T - - - r- - L F- T -f /' 'Ir, _,_t_r__r__I__r_l I REOVA", I REQUIRED. 7 1 , �,-L_-r 1/4- (TYP.)- � 11� I ,17 , I�A= 0 a ,/4' "TH MAM a 04 * 9111CCLANIMISIMCLAI El 1"d* W_ � � , J I I , """,l . � I � L­­ . I Aw , � - --- . , , , - ; CONCRETE AN . ..... CONCRETE ANCHORS Ixt�mma f : .1 � A41 , /Z W. or � i (SEE SCHEDULE Ol (am SCHEDULE Am POURED r_Ij0*__, r- I.M`7 a9O - Do" i ,. L it 001, BE REMIRSIOD) @ L -500 - k ,--,- ! / � ; � MAXIMUM PANEL LENGTH MAXIM M PANEL LENGTH I 1 1 - I � - __71. (ft.) a I— - i . � BMW-- .,--- ,., --.,-,., !- 20 CONCRETE OR � ! L+ OR -L-- (ft.) 11 7 " I ! _l ____ � F_ . - , I � ,F CONCRETE al I I I I .1 an 1 I t,T,,'� . � REOUll I !--4) . __QF�,.,-,l 11 ,2501� i � . I,/,� � � I MAXIMUM A4,0 I F_ i /41 � I ­­ I MAXIMUM A4LD. cow CONCRETE & WWO EMM _' T 1,6?11 I '-sl I --j,, DIESION Ul - - ­ - _d - - I T�, / All-) T �, - RIM & WOOD _L 4 I � CONCRETE ANCHORS - �� -q- 0 1 W l P_ , � I - I ; I I AM ASE3 - ­ ­111 � -------,-,I � I OIL ; ---I C'm 0 I Typ. I �.Ow- 1.015' 'ff INGSIALUOONS T INITALLAIRONS t ___ - k I I (SEE SCHEDULE - i -1. 2l ("J.) (+ w -) - L-,--r ­L_ I 1_� � ___4 U I � � I � . I I (P-Il I+ � -) ---L+--r _L_ __ - - L_L___..__ 4, ?, I I I SHEETS 0 IN � C� , �111 � - I I I ZIF5- L - , / __ --- � N � i � I-.- a �� � Sal � = � A EDGE . �� T "I __ m � ,v I%j i- i 11 I � i � CC! .- � - .� � . _.�_,Ul l ') 2ao 121-01 11,-O, ,­ � ! 48' I / I I ; '. IN . , I ------------- __ + ___ __ __ ___1 � � a . � L--L--- - 1) 2sw f.-,-D* y I 1-81 25X :2--so- i ff�?- I i i ",< (3) I'll - ; 11,4. 10�v 4 [ I ;1 � � I ___(D I l PANELS SMALL K INSIMAJO) ALWAYS i XIO W-z' Jvla Il'-s' 70'-7" 1 1 i � 10 I.I.. LL ­_ DETAIL A � $4, � - - I - L r!q� j - F/I 1 _,(j) - S�' , - -_ Pul S W/ (Y40-20XI, . I I � I = LAS Al PANELS I I I i FROM LEFT TO NIGHT W/ 1/2- LED Mo 101-10" rl JILO l Ill (SEE SECTIONS AS I -Sl ms� Bout I I - I - ,/.Itl I � -C - *" ta,-I. -!:-A- ----na All ft-2, APPLICABLE) / / ­ - - I I I � .1 I,- 11 I � � AT END AT LEFT SIDE OF PANEL (�) Aw imm (�) Ar IMCK (�) &= mm suo _7 _r __ (SEE SECTIONS AS APPLICABLE) i I I I vaiI! , I / �= �--w­-4-- _i. .0 I I . - -�___ I ON ,4-- al" * � 1- , TOP EDGE _____!�D Ill 61-9, 4&O - i_-r __ _1-1--l-, - & , - , _/ __ , I SEPAI0011 " I ots: "ft � � I I- ! I I - -�­z_ 1� ___ - Sao __i7__1. __i__*_ --ii--a- __;___7_ __F__r_ / - I- I F - NO G-IL "-- " I LOGIN OlEft'r-110 ! =11-1) � � �0 -1- __L_ J, -.1-1-- 1111-1-A-1 I -1-1 -I � : i � . ,,,,,�l PAM 0.024' (JAIM.) -"-. - - - I I -1- -1-1 - I I (SEE sImSol i 1-­­­-1-1- *L' me. ,-- ­11-1-1­ --- I I . - �mv% Is &V LIP � '- ­ I CAUMONZED STEEL I t 1- __4 -1 - - - - i 0 . ___ , - SILO ____ - - I � , I , � I =9 ON SHEET 3) 4 PANEL LEl 1r,,_�,___;_ t z I � _,, 'i;� � SEE, r "A., max. v l 1= - � , 4 Al _0 � . i T MASS, I PANE LENGTH I .0.0w :LG.w 620 sl­ir 71-7* A" 0�0* �151 I I I ON SHEET 3) H I � PANEL LENGTH � HE (SEE SCHEDULE - C, _06 - -tio- 71-81 7'-I* 1 11 CONCRETE: ANchol _��___---,Il -_-_--'___ I I I'D .1 33­ 0,270* ' __L_�:_ __n__4i_ � 1 , - � I _­­_r­­ I (SEE SCHEDULE I - - v­==V"___­_ . I � r- i (� 1 . I (SEE SCHEDULE ON I j ON , . .__!� ----- ON SHEET 3) _#­ - - ­ .- ;_ I r v i , a I I � � - - - I 1.11" -� 11 F, I 70-0 7'-&' r__O` _IWAD �S- -fr-:i�, D.M.(�), - 11� . - I _1 1 1 SHEETS . 0 THROUGH I -, t_ i ---(D � I I � cill !� ­11. 0-5010 "l - - i i � ­ ­ � � . r-S, 6'-FO^ 7510- ;1_2 v*-a' - - �� 467 0�m al 7,­O, a,-$* i Of *L' � 5 * - - - --- � Eol I � 0) - -, < ,I-. - .I. � __L__1_ __I�__a* __�!E'_' __L__J* __�__,' I I y __ _i, i � I all i I _ I- _ .PANEL I I "' , I I I ­ ]- ­11-1­ I I I 1 Im SCHEDULE 11 ."T I � . ON, A.) 6" 1 - - i".12, ,,_____j . __1iLjU---i�--4w-._ _. - - 1, -- -j-, "l MO 71-2* 8,-7* or __ I S1mw4 I --1 ! 1 T­---2�%1­---, �_ , , - �__�__ ,:, @ 9 __4 OF MAN � I SOx e .- _41 I , cri I ! . I MIN, MIN 9 , ; � i 06.6 ,*-a* v'_S me 7-O' _i;:�:_ 1/4. 3/4, 4/5, 5/5 : 6/5 1 - i -, , � OF V %; , � � � __ 2 250' 1 -1-1-" ISQMEMC VIEW DETAIL A L_ MO. I -M.'�.-�� I OR (NO - - 1 2/4 (0-1 I� '" i VAX : _,_(�) < � IN, - I '_ - ­ I slow Il 6�2" Ill sl S'-f' . I I I � ; ­ r- . 9510 . 01-7* I 51-fol . L­­-ANCHM (SEE SOHIEDULE ON SHEETS 9. 10 &I I)-------- I � I TS , i � , I � - z:A, ('Dl. � I Vl 2W/fi, 3W/7 & 4W/7 IQ w:2 W ,�/Y�/1'�/��//O ! � ROUNDED CORNER 0 ENDS OF PANEL'S I _ .957 - �) ,�, - i I --- 1 � � � I - � w ,ml I -� - sl $14* 91-tr i I i r� � END UP W/ HEMMED EDGE. .A _' � I � ' r � i - i, � � � L_ 1 gs! �126� - . . F b I i i ! � '6. � I E �,M, � t -2.3707---� 160,0 61-51 S�fy, fol 1 Al 1 S'-7 1 t I - ,e��f I . . i (N.T.8) '375, ; . -I � E. i � I � i . � w .- ,O -2 [1) . I � ----------- =w BOTTOM _ L_______J ; �_ - ". � I G; AMAaa . 1,010 V�J* S�9* REQUAR r?TQRM EANEL d) ELEYADO 1/4- Al CAP _ I / I 0 i % �,;, __11 .q§# - - , or PANEL roll 1 Il 1 v�* SLT4. N _ OUSM4 ,-I- 0 i -24' --T � ,:- __ � 21w r - - 2-07, i 3p 12 I/T OLD. i ! L �� 4 V­ E I � � ,091- .007" (�) KEY =A WASto _� �750. - 1 Il Ill I I 5�1, _71; I =_.Ill I i 0 S APPUCAl - I olvil --1*" wam I 1 __4= Mo Comagm BLOCK L_ CONG I—— I "I I :� 1� - " - �_J, .z- >, 311w 1 i - _____T --cle � I 1 '14�2*w " ..I Al Mo I f, - I . I I mo I 5,-e r Il I .I. WOUREO I (SEE SCHEDULE ON ___j i ,072' � (�) I= HOLE AT eM - t__ -­, PAPL i I ME ANCHORS i � (TYPY 3105-MI54 ALUM, ALLOY � i rw".n I � ; . � A.I.M.1 je, I ! � t- ! 1 2.1i4l' iD+ I ­-1 -SEE SHOET 6 FEW ADDITIONAL 1 5. r i I 104 I - 1 4w "Ill.,-'' - @� QV'.�, L. a I __ L1j'______A_______J SHEETS 1/1' - 0_0 I _j .$131 1 . , A- . t 1 �7150` � I i LIMITATIONS IF SUEEVE UNGTH Is I 11. : - I - -IMAGE F= . I � - _F - - - - I I � - � ONLY VAUD FOR INIPAULATIONS MO I \--/ _IE0 LOCATION � w I � � - �991 - - --,Iw 1. EXISTING POURED CONCRETE I'll I. C I ,. (�) SLEEM 2 1 /A r � MINI'Mum SEPARATION TO GLASS SCHEDULE Ill �_� 1__/ "I -,-OR CONCRETE Boocl ! r /_71\ I L_� , -10 i � 1.250' 4 - f- oy".) A. �ul �� WOOD sm"'Twel /o:,N kol � 3 a � i � j JL_ � MAX -Ill I ECT19N A -A ALTERNATE CONC I CONCRETE ANCHORS j ARE USED. REQUIRED, �' - i � ! MAXIMUM WIND SPEED 4 170 l WIND SPEED > 170 mp�h _Q) N'Tls� � L-J.-mmaxom., a '.. I � I __j - i 41. I EL LDWM ANCHORS 0- i-:: to I - ___ L-2 - 2 I 3 STAGGMW Wt vuv .- TL i :�Ig�� .Gw � A � .125' 2460' .4-Ill �70* 0.) �_� I RESTRAINED UNR Norm- (SEE SCHEDULE ON (SEE SCHEDULE ON m - -0 . SHECTS 9 THROWN 10) z:;; i_-'­2,wl t-Ala ,t,)j . i �_�_ 0(1) L+'. MAO" ALLOWIMILE PANEL LENGTH FOR A OWN SHEETS 9 THROWN 10) I I. I a 1/4- POSITIVE 0*0 � -1 � 30 OR LESS I- v L­ MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE AS.l , ; - 0 w � , i P.- i�� i (2) PROCEDURE TO DETERMINE 4l � l 1 f ,; ; >" To go I. I. 7 1/2.__ 7 1/2r* MAXIMUM PANEL 1.64I _ [_ _ GIVEN A POSITIVE A.S.D. al ---I - MIN, to 5, M_­ � i " I. ON LOAD, (�) av, -jr tiEl * Ill HrAnER - (GI-1 L L - L t - I- =�a� i � - DETERMINE MAXIMUM PANEL LENGTH *L+* FROM SCHEDULE L­-- 2.000 . s � >00 TO 145 7 1/1' 7 1/2- 1 ONEN �lll All ,I.-* FROM SCHIMULL --- I AU140IMOEMLOAD LENGTH (9 muff-f-mAx. _j - FINAL .l MINBRIM OETTRIONED PANO. LENGTH LQ=OZ WYNTING WA5%W1r WALL MW Em MQUE 1 >145 To 164 I- � to I - 1 7 1/2- 1 WrAl *`L+* AND %M,j L I @ ANGLE ffoAll (9 Ill TRAC - M& _-.1mol RR-1 101"willf @ EAN" HANGER (3) SEE SCHEITLE BELOW FOR MIN. PANEL UNGTH MR POROSITY QUALFICKTION, SCALE 3/tl SCALE 3/8-1, � - 0 ja" , t 94SYALLATOZ INTO WOOD ARE LIMM TO I 95 P.ml MAX A,U. DESIGN PRESSURE RAING ,374' 5044::� Ft, , , I -�­��Sl g,l A - Tki 3N MINIMUM EAHEL N MOUNIIN2 !40TION � � , � , ,"011"Ift" f___ - eN. L----: A!k _11",­­ . (USE ONLY FOR E-Z HANG STOW PANEL - � ll AF .Ol r'. 0 ��..-* I,)Ctns , .1'\ SYSTEM) 6063-16 ALUM, ALLOY SUILD-OUT Ap 9� to & IT FOR MAX, ASA. DESIGN LOADS J, MAX. PAM -1- DIRECT ,. .1 1,51XI,5 'r MCK .r ,,,, � - .470' .275, ,& _�__ STUD Ir ANNE e- I'x __ IIEEN SFAC-Q USED, 1P -!f�,X _ 0- , M7: � � --I � �t : � MOUNT HEADER HEADER ANGLE TRACK .� .,Pe� -,� 2,.-,* '. EN `-1 -%, � r--:!.- z * wrrom ��� 1. zobol . I �p 1.125- .- L I .1 No. 44167 '. I FLORIDA BUILDING CODE LHon High Velocity ftu cal Zone 1-1 -1 I - Ow. I,= I � 40 e* FLORIDA BUILDING CODE LNon HIqb Velocity Hur no Zone)] " . (s 25.­ . -, - �p I- FLOIII BUILDING CODE (Man High Velocity HIM COO* Zone) ,i, 12�3" -1l 0 Q) MIN. 0 ' FF- Z *. INC. f . 5 I . * :*I 12M nlIM, l DIRECT mow 4r 1. 32" w w 1. 1. ' Alom vIortal el 24 GAGE GALVANIZED STEE FIP ------- f .--' .44167 '*' S I � - . . - . , - - - � 44167 *1 I a"* Ill . O" 01! .ON" 1,� I. _\,0 , " . 24 GAGE GALVANIZED STEEL STORM PANEL - 9 , L STORM PANEL I 24 GAGE GALVANIZED SIM STORM PANEL . (TYl � t 7SEE SEOnal 'I=. __ 15OP 2: ______ OV" ft. "'M,S! STUD ANGLE 35, 1. 32" " 42* 38' 1. i Ill '. * ; 1 . . ol/"/Z= i W - * ., ,A� 9i, -, ______ , I L - UK GLOBAL PROTECTION PRODUCTS, LLC. ' '. fil S,J% tATE Op __ � / 110M.:: GLOBAL PROTECTION PRODUCTS, LIC. F-D. - EDGE O[STANGE 1E,-$-, STATFO � /T TLE C -0... � \ GLOBAL PROTECTION PRODUCTS. ". '.c bIl Ir TRACK 55" .v. 3v 4e 67, _ mm ,rT1 LTE C 0 1 . \ - ___ `C­ 11 , \ _ � - ll 'r TRACK ANGLE w 1. '. am sm, 513W (SEE SCHEDULE 014 TOP 6: BOTTOM MOUNTINGS GAN BE .900 Ill 513W Al III SOW Be w .1 - SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY -11, � j5ajQ�_* =Ml W/ SIDE 0 , ,,-F;­- "ZORID 1w F, FOL (wNHA&G-am 20-175 LDl se w V . 1, - � V_ Sol F. . oANFIl =I. l M.A, , (,)AAg_jSNl 3=4 ��i. Omool. �.'4 A.ly� jm-�=G_.sTmimp., Ill, ONMI'AH_. 20-17.5 LOSURES __ �', 0 ... *4)M-"4& t""A"-IM 20-175 . NNA NAMANNN - PN - - DKWM Al N' CROW Ull, INSTALLATION, wwoo, W, - I ow:"-� zil ­ I I - .V� I M- J= 5V I 56' , lii,644 74..- _11M - NNANNA, � _1 - 0P. - -=L--. ___ CA OMIIP Ill - - I al --I - GA-00001. - @ & (go WaHrREO MMUT 11E� A I @ ZHW--Zff -*C (f� 1U1LQ-OU1_:E'_Rl (ZAMAC 3 ALLOY) - 0. i i 34M 2 OF is 944F"�VSK/--UW-I-Tt VINUM A, - I I =:::±z1ww 3 ar is I I si WALUN A Z ;f,, PZ ;w . or I, a' 2., 1 i - am "I IMCK AHM 3 &-m to 12-1 A I L , . , I - � -------------- fl.- I Ill *419, � ; I __, --A. . I I ____ I INUALLATION DEINU EQR REQULAR PANEL INTO POUREQ Q2NCRETE QR CONCRETE OLQQK ERUCIURES . ALTERNATE CONCRETE - ANCHORS LOCATION CONCRETE ANCHORSL_ ( (SEE SCHEDULE ON E)CMI'm POURED CONCRIl (SEE SCHEDULE ON I EXISTING POURED OONl I SHEETS 9 THROWN 10) OR CONCRETE BLOCK I Ol OR CONCRETE BLOCK I ! RCOUIREM �� REQUIRED, RERIll LEG \ _rnl EXISTING POURED LOCATION COl AAMCHORSS Col REOUIll S�.�"Lvlqx v. /11l I ­ SHEETS 9 T�Hfl 1 �1­16l , __ -, ­ � � � r @_1 - I' ­-44" m w"ZOW"' I I I � i ,/A' 1/0 - j � OR ' 144l S. " w Mo I Mo. -.I--- _ 1 4" w I _____ CONCRETE ANCHORS I I _t � 1 4 I ISO: SCHEDULE ON 1 I SHEETS 9 THROW 10) � I I. _____1 I ; . . . . . � (�>_ � I � I m a" ; L : � "� i .l . .l O� . "I 11 v � , g PANEL U7NM EXTS, � 4 I I --- 11- __ __ I 45TE SCHEDULE � I Ar-11 I I : - L I I i 1 0- � wr� ON SHEET 3 � - ,j i 1 1 � I SEPARATION __01 FOR I I I &zw / ; I - - - - - Z� I ON SHEETS - � , --- - , - , j N TO GLASS, L, M=a 14-0- 1 NICE 011 9 4 to IT , 4 M. IT I 14� ! ,_ J, 9 1 - (SEE SCHEDULE ON _ A ; / ir A. �� 'L* Mom, . , .0 I ON ISC4EHEr 3) I-- r SPAM 9 . .j� 11 i I -1 --- --,---,-- , I " x a L __ " � 1-1-11, ... - = m4m:'ll I 'r mc.� �­_+ I I I PANEL LENGTH - �� mll 0 [-­­=!`V-- A-­Ilv­ i � PANEL LENGTH L______,___ (SEE SCHED LE I 0 1-1. -1 � ­_ I .- -­"­1­- _= -I-,- . , ON SWAT 3) (SEE SCHEDULE I - � _.-J! i i -f-_ ---------I ON SHEET 3) - ____� � -;;-= 1 =w4 I __(1) I I I I i i I - � I L_ � i ; (SEE SCHEDULE I - L i ,�==�- �- � i I It 569 i I � I ON -, 3, I 1 05 5 , OF i _(D i � i I IL f � � 10 4.1-, � MAX � I 0 14 __% ! � 11 ­111 ? i i � 6" z I SpACm,_ I (��Y­ 11 i � I I � ... � ____ __L_ --- ---- j i OF 'I: , I � � I I 0 i NAX, i 1/v t ; i I I A i f i � IT �� 1 ; I -1 I i 44*v­2.v i I � i - It i 1 _._­____­A._1_1__f 9, ft ,W MEAD was := i f , 0 1/4' 04r, CONCRETE ANCHORS CONCRETE ANCHORS I I - ExaTING POURl, Ja" 10) -9 4� (SEE SCHEDULE ON I ___L,_,___.i (SEE SCHEOULE - I , " , im ii A -1 OW OF WALL Olt SLAB SHEETS a THIRD - SHEETS 9 THROUGH 2 I/il LEA ; MAX, ALLINGAval , , , im" - mm, " IOT an , ,w " 1\ , REOLORED SPACM 6 ��4' D.C. VALID FOR CONDITION) OTTAND, POURED CONCRETE ESIG D EL � Tj4F I, postoda POURED CONCRET i , - LENGOIS PER BMW 3. , � OR CONCRETE BLOCK I CONCRETE ANCHORS � OR CONCRETE BLOCK * 1. (SEE SCHEDULE ONF_ - � �,Tll X REGLARED. REQUIRED. MAX, LONG ALUMINUM SPACERS 0 L.---r D­_­ 12 IIV OLD, (SEE TABLE ON 11 ft SHEETS 0 THROUGH 10, SHEETS 9 & 10.) § - MQUONG BUILD- Uj M9 _ GEJUNAM NTING WALL VON= l MOUNI WaEMMI19) 9B , ! ­ I SCALE SI-I* wl,%,p !Em,g "AM10mos'"', ae1w ..... ?A'. .�, , � ': � ft, 11 '. 01W� 1*�CE *. FLORIDA BUILD= CORE (Mon High Val Hu cant Zone) I ,:' o. 4 '. 1 coal ram ma. 24 ONCE "LVANIZED STEEL STORM PANEL Ill z * ORION 01, .. . - � 11 : � * " * .- * I ,zzz� , " - - -- (0/11/1111" E.M -C EDGE DISTANCE -'-p% Q­­:,4 �_�71_ 111LIECOs,l GLOBAL PROTECTION PRODUCM LLC. call SEE SCHEDULE ON P & BOTTOM MOUNTINGS CAN BE . A, - * �`_ 1� � 46M Il At 3111111 - - SHEETS 9 III 10) COMBINED IN ANY WAY TO SUIT ANY 4.0 KLUT 7ESl * sisamax-c CAVE, P. 3MI4 - I �� "" A, tj = phool W4)QWl Fill M4)NV-IM 20-175 �4 AA�_ I­I!I An _ INSTALLATION, %.11"Ll ,--I-- / � Em -.W-.Wl--i"il MOM �, ,rAfH"w&vm/s-Cmnmvmw CA-0006710 PN A I WAITER A FIX kz L±1�!� Z-t-.. z w is I - __ - �. - I I .... JNRALLl DEIl MR 5ERIE5 2!2!2Q J; I Q99 E-Z BAN-9 � ORM PANEL (1) - INIQ EXIONG WQQQ 5IMMU - � I 1/4-0 UA SCREWS 6 6' Ol W/ I � � � 1. - I I / 1 I 1,12- mil mom PaND-Twom � I - - �=, 2'.4* WOW / 1/4'. LAG 9CRl 0 O' ILC. W/ � I ­m txwm Wool MAxIm 11 REQUIRED 1/4-0 LA; SCREWS; 0 v ox- w/ i'l f,j� f_4 I"Wl THREADED PIONE70IIII "I 1, I FLAT OR ON Cw I s/r w. THFum powmaw _I / 1� 70 WOW HEADER. . - I TO "mam %OW HEADER. / 1i 11 i --- 40 C� l sm-& 11 �,,/ � I/ : -'- \ / , ", _% 0 Do Oro I \ /I I -1. S , I? \ / ) 4 C.�L Jw-Sil I a I.- ll %-`G � I lA.t,N,,v, W I 11 I , r_ , � / I . I �'j 1� A: I I Ia __ I �, ,\ i LAS Cool a 5=/. , k / #14xl- SAUS, 1� \ * , l f 4W- / =gw��- TRM \1 ,_4t,4� Wl THROM IV , j a IA AND or @9 , , \ I = I TO - 'C r M Omm- 1/24 a 11 /Y r EXAT"I'll WOOD WAX0. - well AT Intel - , it. , 'y I/ ,I /,, T ___!K�TAAaOAq _ _ 1, 1 Of ENVERY 0m) & DETAIL I/I4 & I - -1 If A'JAINOTH (IF LAW 0 4 114.1, "l , /\ /, PEE " . , ­ ,vw Al-, POP mAlml , t T_ __�m 9 ,Y4 o Ek END or ID j , s t wmw*,R % I �__ . 7 ON,& 1 i W,.&- 1 I - - - . J (gal OF, 1/24 A � ­p--(D I I T - - I - _5�TA '" ___0 I - I - Ill REQUARLD I - I 4' I 5 L - 2 Q/Iff- w, 2.1 "'Ir All .1 1/4*­2W/,I- L - SEPARATION � � TO GLASS, i 7 - , V/4- � I ;l I'l 2 ::: 0 __T - TO GLASS. � 1/&'l S6 W I Ir D.C. WT ftl/32' . . I i A EVERY .,I. a 2 71W w, � I - MY ul� _0 -Ifl � - - - -SEPARATION I 9 4 -, - --- 11 ... 1/..A-r 4- , 10 GLASS, , 1/4"o 11 -2wx / Aw scil , _. .1 I ,� 1 v I I --- 4 � ;. - - I I - L - - 2 9116'Ww 7,16-0,3/32 U�31_.*/ 1 V I I 8 I - WAHATEW - "NO so a � __ F_ G4AE ll _ - TO EVERY OVERLAP W VARY OVERLAP - P_ ( 111 I j I I �g j1------ �, I I -I- d - .1 I ,I I 0 I I - 9 7 . 2 , ff- 4 �, .1 Z I . � - Ij --k­ fl g . , .1 0 1 1 ts, ;_ - I , I MIA " . 11 ;1 - I I _��`� i , -1 -1 11 ;1 I il � t .. / i 1�4'0­ 4' Ml , I C-N, -1 I I � ,-_,, A il -Q!� 4 1 _L W I I 1§ ! � 1-1, I 9 I J�_ a 11 I a 12"O - I 11 L] SF - _1 fj � � t-l" I, 11 i I l�� I , , Lit 11 I I 2. 2 'll " I I I , B 144's PANELMNL PON" 10 0 ��, � - ­__Ll__ " i tk r_,_-___.j ' � i 8 � . - vNUr \ 7 I, , E 0 a -I 1/4"Il-204/4" M5, Mom IA BLIOl P=1 Ill olc� I - i I_ - I .P I 4&'9v,,�r.:3-/.- , - 1/4' IV SCREWS 0 6 I t I � 8 " , , L i7m_ I A LAG - A L&.'Ip 'Am"ll I I ` .. ,;E�W - - / I \ IS REQUA AN 11 PIA. AT Well . OR - mm.-w , I 4--2f4 -Y.S. W/ 7,%`ft3/W ,, , - ll - NUTE IA ) 2�fr FLAT ON ON SIDE w %1-10 PANO.Am nus �vj � 71 aI __ 4(4 . AS, PO4CWTION 0 12 0 W& Up UNTINQ " �_,, *� WT I,? PC_ IDDO ��/ � � �cn I, LAD a' I I , , / I I! ­I'wo LAS &C" a 0 O-C, W/ - I I � I 11 I �__ I- &11U�4' � ", � " � W� 1 1/2, A.. 74ftABOD " na', AT, (,W%.-j I 'g& vw Mau AL3188l 2!39 � � I In WOW MQUAW ' 1 OR ON / I z ,,, - Al ew now 0, SCALE 114*. I' , , " 09 Em v ,- I � " � PUlTE SECURED RAT � " � , I i , 'i � - I - �11 AUERNAl III - - - I I g g% NQ SCALE 1/4 �I I I % pj 111 m-n I I \ I . � � I- ­­­- - I Ml , ALIZONAIM A!Mf 1. WITIALLAT045 AM ONLY VAUDIMLPEDINGS WITH4S, . DESIGN 'DIM � "Al 1 3l SCALE 1/4--I- Up To + s 0 S� ol -?6,3 pw AND LENGTH UP ,-Iol LIE I A, T121141A, I A Ill fj � iI, 2- MR NEW WOOD FRAW CONSTRUCTION WOW MONNITS To BE SOUTHEIIN - ll �, SCALE 1/4*� 1 - 1 . Rs; �_!..... � , EN '� 17ll PNE No� I W/ SPECIFIC DENSITY OF 0.55 OR EOl I � , � o-w .­�,. �i� �� - I 11 , _* I FLORIDA BUILDING CODE LHIsh Velocity cane Zone) Ill 'A' � z : . &I . 9 -� Ill O. i 0=0 %Tl INC, FA * ' . 11 lop IS 3 * *s 20 OME GALVANIZED STEEL STORM PANEL I gl - pmw � v; or S"liz ON ;j 1 - - I ETSF�� . , A OF (- ... .......... 11........................ - Ts, LLC, C11,41- s ..&C.... ssc OF( 0 tflo� I, GLOBAL PROTECTION P"WC all � 'I , IL rc� � .�' r __ ��, ,,,,,._­.,.i1� "� -'4 0 - '. ,,,, sum-ma.malms I Auuml Mm �. � , *W161.9f, � - / - `­ _�� � � _��C, .r W vp a BOTTOM MOUNTINUS CAN % COMBINED, IN ANY camom & L .: v PA;Nc (�)�7$46. fAl" C-N)M-Sw 20-176 WAY X SUIT ANY INSTALLUNT" T 1� I 1`0 � I _01, " , 9svm*lsvmm% ".1101111 , Immew All " ll I 1 . $,*RCWH FOR CLARMY __ P,P- WAACAMMIL"II't 0k­~I0 �� Nal ..,:111" T r 'i - IT P !;I!!.,! I =21 LL A - 1-.... I INSIALLAIM 12EIAILS -LIANEUD �,, 1,­, 71 ,/IFT _T INTO W-QOD STRUCTURES T1 r ','TV -7 ­�_____�V��­ _______i � '' -,--�A�r_TT , I " I - � SEPARATION "� � � ­ 11 , �� � __ I I I f Z, A ,! �, I i WOOD ANCHORS ��, --- I �' ,� . SO4EDLU U,414-20l I _ " / Ebul v4ll � _� ><', - ill", '., "WIN ON �,, _� < til I., _ r__ (SEE i , I ON SHEET _&IL !l , 11 I ) r �1'r "m al 1 3) 1 � 1_� AL_ ` � ­_ ,�� ,- , ,e 0 '/A- oc, -I' -, . 0 - " - ll , / , m.-x-,_, � 11 k 11 " "' I � , I �� � , 1 / , � ill ----I - Aml / ---I I PANEL LENGTH H ER /_ \ I I � I ��:�, -1 r.", WOOD ANC14ORS � , �,: I ! I- , i � " I I IF A-411 _ _�"_�L 1�j - I � mmmd I (SEE SCHEDULE I � RE-OV I / ; 44e i I - Sp% 11 FOR �, ON S , I ! SHEET 11) t\ , 1/4;" 1� I �� ,Y, 4 warw � VAX, x ,_ i __SPAD SOX - � 0 � � LE A_ __0 �- I 1 - , I I I MAX, ! / \ J�L f__ - \ WOOD HEAl � ED __-� - I \ / j'! ---,----I REQUIRED / '&;�, \ �! �!, ; I_ l- I ------ I I I w ____ _'��_62_ , 0 � ) / � / \ i 1I - i � I ea -,-t.-- j � � I L_ ­ I _q) V; I � , :: --, I I "I'll, - : 4 � __ Lz ,-7.,, - I p _� 11 , � - � � 1, i T I � t_0,7-.­L.. ALUMINUM SPACERS 0 t2 1/2' ! 04. (SEE TABLE #1 ON SHEET I'Ll � i I I ,� ,I 1 ME, � � i ,,, I ; _�i) I i v , I SEE NOTE ­ BELOW FOR LIMITATIONS FEAR MAX, I 1 1/2. LOW SLmlm SEPARATION I v MAX, I i PANEL L04TH ,�, � �-i I ,I ,I � I i 70 cuss, �� I PANEL LENGTH I 1�1 , ; � ', 1 i (SEE SCHEDULE I (ISEE SCHEDULE 1 1 (SEE ScHw" " I � I I I � " OR SHEET 3) 1 7 ON SHEET ON SHEET 3) v f_ - PANEL MATE FEMALE To OR PANEL MATE I : 3) t- ------- ­_ ____ 11 � 1 1 _ I /4--tol - ­__ \ 11 PLUS (Sm SCHIEWLE ON SHEET If) 1 ��,Vs, - ,_ _ __L___, , I � 1-1-11-1 ... � ­­ I � � ___ __ --I-",- .. I � i� ,ZV � I gm . I 1,A �,___n!,_ .-, ,-I--- -Wol 11. ; II IT SOP. i 'I i , ""' ! 2-.4- WOW - -_� MI-101. I �om Om r_4`7 I EWSID!*� -To G - $ Ul .I-- --,------,--,! � PLATE REQUIRED I PsEE SON __(D ­ All (� I i I i ON SHEET i I I � I ! * I I f_--l-ilill � - � ! i �,__ _4:5:�� I SCALE 3/8- I � � I It (D i I f "Ill I � I I 1-_ 7 11 . Sol I ,�j ON SHEET 11 MR MO. PANEL LENGTHS S, 0 12 i/2 01C. , SEE �rAto � INSTALLATNON. I 1 IN � � OF V 'I" I i ED � I 1_9 ml � �� __ ; � I I �­�11­ I i 1 El -,�, ___,___T � - 0 12 1/2- Ol f I F7 - - , �� 41, , I I �, x I E L___ -, il I I � I t F6, ,�,� ­_ 'I- i i I � "I : � . � , - , - I i � � .1, , ' _ WOOD ANCHORS **fim �� - -�- - � F- -"_A0m* E �!I' i �, � 7 STAGGERED ap ,� , � ________,____L,__j ��, i � ' ' . All STUD "At" st MAY K I I�r LOW Il , �",� N * Ll� ,�, !, � II �1, L_ ,-�- j ---�, , ' I _; (SEE CHMAJE ON - -_Tj x , F--j- -cj I - 11-1 ­­ I � SHEET 11) � , , 11 " i ft) #MWANN S LMM I* A ONE stow waom wm I -W , I x L" I i � I "" l, ,� � �!i -� VAX MEAN It" ~ 01" 6 A A1S"4C1X1NI NON ANY "A 1 I 4 *AM- 4* , d , I I 2 WOOD -1 -, J � � I ,� _,_ � L i W -, " , - ,,, , Il STUD I- MA, gavelao" To GAS, TEA" f �!, li 1 _\N ," PLATE Il D HE , ;BUILDING mow cummell 04"m ON SHEET IIL I I I , k I ­ 4- 1 2'94" WOOP I I � ',, 1 �L �� - __1CQO 1� I - 1 (2) Ampm vom TRW IA � , STAGG E�W _` - -1PLATIE R, Go I ; �� I I I I I � t I , , I � ,,, i �,,I I � - SIM 3 AMIX'"'/;;l �� __ �_,_:E Aml war Ill sl =on. �' �� ($a S CNEEKILE ON - RMURED ,,, . ,� I -� L_- ! , t V OHIS IS A RWVOW FROM Q fir Owc, W04 ALUM OR , , i � � I " SHEET I I ) ='w I I , I It"m ON I 1, � I 1� jl� ,'� IT) wx4w m am" pausues �', , I I , " ! t'�� Al -14 4NW RANSIL MONTH I$ LAM'M W 10 AM OPENING 'I, , , MTM 3 MID. -es pUl (3) , 1� -- I , �. _�l , � �_ � (2) w"ANA mw VMS, Mom is X,A :C!T FROM UAW AtAha Meal ALLOWED ON I I TE! UNNO I OKI ll CLS a (0 t�gl AS KOrA= ON I wmmm a ONLY m mAzia ,Mo FHAw WALL. SCALE 3/4.1" 1 413 IM, n ONLY jffZK�F- E-19% SWMM AND THE 2m (m =%M. SCALE 3/al (A) OWWAMM WILD ONLY MR WOO BU&Dm CODE, I ZONES 1. 2 A, 3 Am Awe r 190� M46100M, Ill 14( ... .... . I . NOTES" �* , * ­iN­ * I - .. .,. Igh val Hu 0.0 Zone) . FLORI BUILDING CODE (Non High Val Hu NOTE EQ8 r,OMaINMN OFSECTIONS 1. INSTALLATION ARE ONLY VALID FOR MAX. A-S,D, I .1 F.- : : No. 44167 ". 1 AmMIDTILIEW. m, 24 GAm savAl STEEL sToRm PANEL DMON PRESSURE RATING tp.sl AND PANEL LENGTH,1 III *, . - Owl on = . * TOP & BOTTOM MOUNTINGS CAN SE AS PER SCHEDULES ON SHEET 3 fEXCEPT " -*i . . W/W COMBINED IN ANY WAY TO SUIT ANY ALTEERNATE 2W) s = , 11LIECOm. GLOBAL PROTECTION PRODUCTS, LLC. a m/2. m INSTALLAMON. - , -- - pt4t�� i%I .�AIORIID to 4$M %*. Ill - � I-- .-* , 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD - ­­­* e0l - - - N. 40 P"ONE, DIM WE FIL ­,!%-;w-I&A­0oo`n­ )00-7�0, FA* "XI110-1007 20-175 MEMBERS TO BE SOUTHERN PINE No 2� W/ SPECIFIC MA� I I DENSITY OF 0.55 OR EQUAL ... 4 jnN WAM 4. r-ONMHM.0p)sCNAT D.. Ill � I , at � = - - . M. .,� I I I - I --- 1_1­.__­_ 9ENEM N= (C) ED ql__ �, ��II�� __ ____��� � � � _ -.--- ,_� - P`R��!I OMOCUM1.1 (PZD.) HAS BEEN VMMD FOR COMPLIANCE IN ACl - 1/4 0 TAPCOX ANCHORS, AS MANUFACTURED BY I.T.W, StAl INC WITH THE 2020 (7th WRION) OF INC FLORIDA BUILDING CODS THIS STORM PANEL SKV.L NOT BE INSTALLED 00 HIGH - l PANE.MATE FEMALE O AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, VELOCITY HURRICANE ZONES GIAMI- WIEWARD OCUXTTCS)� - 1/4-0 LAG SCREWS PER l DESIGN WIND LOAM SHALL BE OJETERtL/AS PER SECTOR 1609 OF *THE ABOVE MENTIONED CODE MR A BASIC WIND - 7/16'0 � 5/0' WOOD RUSHING. AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY M SPEW AS REQUIRED BY THE "GUICOUN Wl STOW PANEL Witt K INSl AM FOR A DhXCT*KQJIY FACTOR KOl USAir. ASCE 7-16 AND SMALL NO EXCEED THE WYNOM (".D,) DESIGN PRESSURE PATINGS MMATED ON SHEETS C-1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SMALL BE 1 1/2' AND Z' FOR El PANELMATE PLUS 31 2 THINU 12 & 17. Ia. PANILAMUE FEMALE 10. W ORDER TO VEIERY T14E ABOVE CONDITION, ULTIMATE DESIGN WHO LOAM DETERMINED PER Al 71-16 SMALL BE FIRST REDUCED TO ASAX DESIGN PRESSURE RATING 13Y VOLOPLY9,10 THEW SY 0.0 04 ORDER TO OOMPARC THESE W/ MAX, (A44.1 C�2) MINIMUM JHAEAOED PENETRATION OF LAG SCREW, INTO 'DIE WOOD FRAME UNIT SMALL BE 1 1/2-. NO THREADED DESIGN PRES 5SURE RATINGS INDICATED ON SHEETS �, 9 THRU 12 & 17, Ia, PENETRATION INTO STUCCO SHALL BE CONSIDERED AS Ill OF THE REQUIRED THREADED PENEWTION, IN ORDER To VERIFY THAT ANWORS ON THIS PLO, AS TESTED WERE NOT OVER STRESSED, A 33% (INCREASE IN AUPWASUE STIAl FOR WING, LOAM WAS Md USED IN THEIR 40LALYSIS, FASTENERS SPACING TO WOOD 14AS BEEN DETERMINED IN r.3) MINIMUM EDGE DISTANCE OF LAG SCAC". INTO WOOD SHALL BE AS INDICATED IN THIS DRAINING ACCORDANCE WITH M0,5. 2018� . STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HA$ SEEN VERIFIED IN ACCORDANCE WITH SECTION Tel OF CA) MINIMUM PENEIRAITTON OF WCOV SUISHAIG SMALL Of Sl 1/4 0-20 =EWS USED SMALL BE 1 1/2- LONG WOMUM THE ASCIE MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLORIDA REPORTS JW441-01 AND #021S.02-0% AS SHOULD STUCCO EXfSr, ANO I' MON" FOR WALLS WITH NO STUCCO, PER SM 12-0 III ASIM E =-02 STANDARDS, AND AMERICAN TESTING ON SWT+f FLORIDA REPORT #112O&I-10 AS PER TAS-201 AND; TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMOO IN ACCORDANCE W/ SECTION IW OF THE C51 IN CASE THAT PRECAST STONE, OR fl CONCRETE PANELS. STUCCD OR WOW BOARDS Ot FOUND ON THE EXISTING FLORIDA BUILDING CODE. WALL ANCHORS SHALL BE LONG ENOUGH 10 W-AW THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN CA), C,2) & CA) 2. ALL ALUMINUM EXTRUSIONIS To BE Goal ALLOY AND IEMPl (UNLESS OTRUMSE NOTED), SEE SHEET 2 (0) ANCHORS SHALL. BE INSTALLED POLLOWING ALL OF THE RECOMMEMOATIONS AND SPECIFICA"ONS OF THE AACHOR'S MOKIFACTUPER, 3. ALL ALUMINUM SHEET Ml USED AT CLOSURES SHALL. HPA 31l ALLOY, 8 PANELS MAY ALSO 13E INSTALLED HOROl FOLLOWING INSTALLATION DEFAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. AU STEEL SHEET A&VAI, PANELS "Ll- HAVE STRUCTURAL QUALITY STEEL. ASTIA A-453 GRACE DO MINARAL G-60 CALVANIZED IMPOUGH 5) EXCEPT THAT Hf011 &a SMAU�L NOT BE WED. STEEL OMCNATION W/FY- SZ2 AM (AFTER ROUl S, IT SH44 BE THE RESPONSIll OF THE CONTRACTOR TO VERITY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTF,7 IS TO BE S. ALL SCREWS TO BE STAINLESS SIM 304 OR 316 AlSf SOVES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIM ATTACHED TO All PROPER ANCHORAGE. THS SHUTTER SMALL ONLY BE ATTACK= TO CONWRM BLOCK OR BUILDINGS. SCOUS W/ 50 W YIELD STRENGTH AND 90 W r"l STRENGTH AND SHALL COMPLY W/ FLORIDA WILDING CODE SECTION 241115-14. 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER 00', AS PER SECTIONS 1, Z 4. 5, $ AND ALTERNATIVES IN, 3W & 4W ON SHEETS 4, !L 6 & 7 RESPECTIVELY, 94ALL HAVE A LEGIBLE AND REAMY VISGIC MANKIND INSTRUI.-TING OWNER OR TENANT 70 6, Sal TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES T.ANUESS STEEL, VAIN 36 W MINIMUM YIELD STROMIT" SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING, 7 ANCIOIS TO WALL SHALL BE AS FOU40l it. THE NSTALUARON CONTRACTOR IS TO SM/CAULK ALI SHUTTER COMPONENT EDGES WHICH REMAIN IN CONUNUDUS CONTACT WITH THE BUONO TO PREVENT WMIl INTRUSION, CA) m_Q0SIIN9_E%Rm_QzIl 1/4-0 TAPOGN ANCHORS AS MANUFACTURED By Il WILDEX, INC. l V­Z192 P�,Q 11 STORM PANEL,01STALUUTON SHALL COMPLY WITH SPECS INDICATED IN THIS ORNAINIG PLUS ANY SUALONG AND ZONING REGULATION$ - 1/4' # x 7/8' CAl ANCHORS. AS MANUFACTURED BY DEAl IND- PRl BY HE JURISDICTION WHERE PERMIT IS APPLAED TO, - 114.0 A 3/4- Sol ANCHORS, AS OXTRWITED BY ALL POINT SCREW, BOLT & SPECIALTY CO. (MI,, 13, (a) THIS PRODUCT CMUASON DOCUMENT (P,".) PREPARED BY IN ENGINEER IS GENERIC AND DOES XOT PROl INFORMATION I, .-Om P.S.0 5MVUl - #14-10 P"LMATE FEMALE 10 & PANCUAATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PROOLIM. MR A STE SPECIFIC PROJECT; Lc WHERE TNE SITE CONDITIONS FROM IKE PZO - 1/4*0 ZAMAC NALIN ANCHORS, AS MANUFACTURED BY DOXALT. ING, (b) CONTRACTOR TO BE RESPOWIGLE FOR THE SELECTION, PURl AND INSTALLATION INCLUDING LIT SAFETY OF THIS PRODUCT A.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS PRO POURED CONCRETE SHALL BE I I�le; 2- MR Ll PANELMATE AND SAW ON THIS P-La PROVIDED Hl DOES MOT DEVIATE FROM THE CONDITIONS DETAILED ON INS DOCUMENT, CONSTRUCTION sAl A7 sn t. THE coNTRALTOR's REspoNsaturr, 1 3/4- FOR ZAAAAC NOUN ANVKX& C.) THIS PRODUCT EVALUATION DOCLAACUT WILL BE ,CONSIDERED INVALID LF Wool A.2) CALK -Al & Sol ANCHORS SHALL BE EMBEDDED 7/43- INTO THE POURED CONCREM NO EMBEDMENT INTO SrJCCO SMALL BE PERMIl I/e 0-20 SCAM USED SMALL BE 1 1/2- LONG MIN" SHOl STUCOIS EXIST, (d) IPTE SPECIFIC PROJECTS SHALL BIE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL SECOW THE AND I- MINIMUM FOR WALLS WITH NO SYl AND MAY BE MENDED SCREWS OR ALL THRE-ADED SCREWS W/O MEAD, 06R� MR THE PAl AND WHO WILL SE RESPONSIBLE FOR THE CHIPMECH OF REOVE OUT Wffm WIND RUM- PROPER USE OF THE NGANEER OF RECORD, ACIDIC AS A DELEGATED ENGINEER TO THE PSO. ENGINEER, SHIALIL SUBMIT TO THIS LATTER THE STE SPECIFIC DRWONGS FOR REMEW. A-S) W CACE THAT PRECAST STORE, PROCAST CONCRETE PANELS. PAVERS, STWCD OR WOOD BOARDS BE FOUND ON TK EX15TING WALL OR Al ANCHORS SHALL SE LONG ENOUGH TO PMK THE MAIN STRUCTURE RFHTNO SUCH PANELS. I*) THIS ll SMALL WAR THE DATE AND CONCINAL SM AND SIGNATURE OF THE PROFESS10" ANCHORAGE SMALL BE AS MENTIONED IN A.I) AND IN &2). ENGINEER OF RECORD THAT PREPARED IT, (6) 14. SHUTTOR MANUFACTUMER'S LABEL S14AU_ BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORGAINCE WITJ SECTION 1709,9.2 OF FLORIDA WILDING CODE. ONE LABEL - �/4' 0 TAPOOM ANCHIll AS MANUFACTURTO BY I. T, W. SUIIDEX� INC. SHNIA. BE PL40M FOR EVERY OPEl LASELANG TO COMPLY WTTH SECTION 1709�9.21 OF THE - /4' a . 7/0' CALK -IN ANCHM. AS MONMACTURIED BY OFWALT, l FLORIDA ak"No CODE. - 1/4�cj X 3/4� SOUll ARCHOl AS OtSTRISLITED BY A) L POW SCAM. BOLT & SPECIALTY CO. - JJA O PANELMATE FEMALE to AND PAPHILMATE IN US ANCHORS, AS MAINUFAMFIED BY Ill CONSTRUCTION P lttitioulft. MANUFACTURED BY INC, 1/4� 0 Z#0JAC MNUN ANCHI011 AS OMALT, A 1:..." at) MINIMUM` EMBEDMENT OF TAPCOM ANCHORS, ELCO PANELMATES AND ZAMAC PAILIN ANCHOR, INTO THE .. Zvne) & " FLORIDA BUILDING CODE (Nm fth Volocity flu cane . BLOCK UNIT SWU BE 1 1/4'� .. -k - " `F`AN` ml - l 8,2) CAUK-00 & SOLJO-SET ANCHORS SMALL BE NBEDDED 7/r INTO THE CONCRETE BLOCK UNIT, No � I %,441 T57 `� 1 24 GAGE GALVA14JZED STEEL STORM PANEL DIANN IN, STUCCO SMALL BE PERMOTED, 1/4� Ill SCREWS USED SHALL BE 1 I/2- LONG MINIMUM SHOULD 2 r_- I <4�t` lm- �_ ?Ivrtm ' . f I �_ AND I' MINIMUM MR WALLS WIM NO STUCCO. ( F - C 0 ime. CLOW PROTECTION PRODUCTS, LLC. '%%. . ­_ -1 =EO Ill. . . . 4W.'st SAW � � ja3t, &3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANl STUCCO OR WOOD 000I BE TO .� '.. m . 20-175 � . -�A� N_ � q_-1 MOl MAN)SAW-2l IA* CRANSIll EXISTINC WALL� ANCHORS SMALL BE LONG ENOUGH TO REACH IT* MAN STRUCTURE BEHIND SUCH � ... - - - ANCHORAGE SHALL HE AS MENTIONED N al) AND IN 6�2)L - - cA-wol -1 OfIll - Pl W4t&WUK/DAM P:*:�� �_ - I IF I. = = z spil- I , i I 1jj$JALLAL1 bj IDUAIL� FOR REGULAR... MEL I INTO WOOD -I � 7111-10-7-1 / z If ALTERNATE LEG --, 4'44* Tin) NO / ; , am MED � It 7,­�A"'t-'ri - 77: 1 �/ -- �, il ADE OF wout, I BEAM TO 6 FIED �� 11 0 - / �' PECISTERIM f ) I f, - , I 0 ARCHITECT If -1--�--l- I I 11 � I , - ALTERNATE WOW ANCHM-S_ � I j :�. I --I " RE", -, wv4% - m m IrsNeACHORE ON ISEE STU ON �­, I � 1� I = m OR EDLU / t "T -- -7 . �" 14. SHEET � � , "' " W/ Km IT I t/2' '17 I �-1 "', %; 1 __ / - � , � 1/4 � , I - - ��_ , \ � , , � ­-, 1�1 n! jhj "I ­­ ­­1 , , 0. K I " . I � 4 *_ i � x , � , , 11, ­-Q.." �',,.,m ! �I ��, GLASS I � WOOD ANCHORS _ �� _�_- I � I � I [ � ; I (SEE SCHEDULE ON � i , i i SJ-HEET 11) " / " , " � " t I � 41i All It , 1, _01 � tHTAPAl TO I - i ! I 0�_ I � I �1 I W I I � -,(- : � I "Fl. A SCHFOUl I � I ON SHEET 3) -Ama-wo i �_ _tlll SEPARATION TO GLASS, SHEET 4 � � t, ­40 ­­­ v MAX. ----- i SEE SCHEDULE ON SHEET 3) -'- 1 4/m V�__ - z4=11 .I) i I Ill ,AMR LENGTH %7 JAm ­ ,'- _1 .L I I f�­­�­­­­_-­i�� -_ � � ,__4�t =. =pm (SEE SCHEDULE I - ---,-- . ,,,mo I I PANEL LENGTH 'j 7 , ON qHECr 3) (SEE SCHEDULE EX-1 I - ----,- � 1 - - - ON $NEU 3) - I r _ __ - I I !---- I I -I t ___ � -1 � .- 11 E i i _T I ­01 sox i F_ ! OF 'L' 11 I � I i I I OF *0 MAX- I Ml � i i I __@ � I " I 04--,, 1/­ I I . I I �'I a Ix T/Z- V,C. � i __.____L_____j I -, � I . &' - I i I , 4 " 1/2 1 /IF . ; � �� -1 � -- i i tij __,_________1__,__I L_ , __1 I I . 11 I Q. .I.P. -1 i � IF I i -_ I "M�If�', - , - �' I j � 1 4 � z %� � 1, , " i � i", il T WOOD 2W WOW PtAff I I ,, I �_7 � - Tt_ Tz's"ll REQUIRED REQUIRED - �, 1 i cl;g� � t ', � � j I , WDOD ANCHORS I ,,' i - WOOIC ANCHORS , I (SEE SCHEDULE ON % _� 1, , , f ON _=`11-- (SEE ScMEOULE I I SHEET 11) SHEET It) � i , i 1 i I � ; �� _J__Ll� � . N - .1 " I WIN MO go MQUNENQ BUILD -GUT MQUbMkG AMNATIVE 4W so" 3/sl 00ANAl SCAUE a/Il - " 110.114, �: � �14/ ,4 .. �1%11 _... .,O�� l"i , \ ,�CEIII4%!f - 11.1" -.�� h9m 1 � Ill FLORI BUILDING CODE (Mon H�h Vot*02 Hu cone Zol NQv_fQ&s&mwNmQN_qE_ff0Qm -' III, : . a 1, $151AUXRON ARE ONLY VALID FOR All A,S.D. : i* TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING l AND PANEL LENGTHS 1 ­0` i -I= Iftmel Ill 24 CAGE GALVANIZED STEEL STORM PANEL l -p I. OF - ORMAN W. % - - - - - - COMBINED N ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 s 1-1 . lz;,_.:�� - INSTALLATION. 2� FOR NEW,WOOO FRAME CONSTRUCTION: WOW '-I-,, - GLOBAL PROTECTIOIN PRODU I I I 11 4m. - I - MEMBERS TO BE SOUTHERN PINE No 2, W/ SPfCf - /70E C O..., \ Cm Lm I tuft TESTING A tomwtow cow 4m Sm. 51 Sum DENSITY OF 0,55 OR EQUAL, AL ANY - VAMEL ll =14 "Infoul 1�1 __�ol , , =,� 20-175 -low-, .- "r. �f)l (�)M-76.L FAAl O�)8�7 __ Nel - OKOM l 1 Pz SEAL,rRowww4tom - 04,0000712 .. , = l --'!-U . I I I - f __ P* - I - N., I I U) " a) = w a) C"""""""""` w 0 " L. = w Z_ < z z < _j 0- -*-1 (1) (1) _C__ m > 0 L_ 0- 0_ < II 0 _0 0 L_ CL (1) U) m m SHEET NO. SH 1.3 END CLOSURES DETAIU FOR INSIALLAT19N IN _POURED CONCRETEe CONCRETE BLOCS QR,W0012 STRUCTURES: YAL112 FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS OR II� O'F� ER % T % AN/4 3. 3105 H-14 OR 8 ALLOY GONE. AWL.'\ O® m AN.L. 1 3J4• ` f ` ij2. TAPCON i1 D.C% POURED CONCRETE. CDHCRE `E %�✓ in. ]-M1' BLOCK OR V%e WOOD FRAME -i POURED ' 1 1J4'I %/2' i REPLARED CONCRETE BLOCK ANCHOR ' -.� 4%2!r.r--2 ! j/}) n 2'%4' WTOp FRAME I `^� DR® 'PAAET. llAi PHNEE 1 %1/4' CAP / TxPtCAa ANC'. 3 O 12' a.CVARIES %.TERHATE LED IDCATIGN r CONt '' ,..._-� f ( 5" Mow ! 9Qr L cif NAM%. AN@EOR f j �' '- ' qx i _.___. --- 1 .�O' SLOB-H154 SNEEt CPRCREE, CONCMFH; S _._. .1 TRACK ._.._._ 5• r' i I - METAL ALWl. BF7l1' PLAT€ 3105-N14 DR _ _+ 1' _�/:��y ' (Typ:y f'q''� 6 4 e4 WtlOD FRAME 2 1/2' 8063..7E ALLOY VJ ...�..-. V Min. COAT. AIAM. ANGLE w.r No, �A Mm�GNP ® Ile • Bo IT i4' % 4' : A7Y O 1Y D C. 3105-H14 OR 606 11; ALLOY w/d4CKHUT C-L Am ANG E CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) S(E D (PLAN) SCALE 1/4--1- SCALE 1/e-1- VALE 1/4"-1' SCALE 1/4"-1" SQUID -SIN' OR rkA- O, ELCO PAMSMATE 'Q q OR � C EKt5T BO TReA AT !)GILT£ O !d4i .jT,�l ^TOP, BOTTOM ON t PANELAWTE PLOSu (MIN. PANEL CONCRETEI� VARES N (� OR 2-ke WOOD SIDES OF OPENING , GOIEDULE aH B. OVERLAP BEYONO \ 2.44' wow FRANF ,� ' -I FRAME AF9UIEU ( i AS MRMJBLE f !8 ! ti) OPENING WIDTH) ORCO N�TE11ECO FCRETE REOTIREO OR% ' VARIES 1 i BENT W1 ANCHORED FRONT r 5" MPL. ELL ii DES PARALLELTO ` WALL TNEVER CUT END PAHEL) ItG GO. DISTANCE ! f •1 ---- ja. s --- - _� �eH,4Mf1Y+lMliy,AAy CASE G_ (PLAN) A. T!((//4y OR 9.2,0..%QytE� sAAAE 1/4-.I' NrF i i• ne4 S .�: ✓ 4 VALID FOR DUCT MOUNT INSTALLATION ONLY $ ON ' .V s "C CERTIFIED PANEL INSTALLATION AT WALLS W/ No. 44167 •% i SURFACE LEVEL VARIATIONS WITHIN 3/4- * R : * tr FLORIDA BUILDING CODE Nan Migh Velocity Hurricane tons CASE E (PLAN) CASE F LAN) °° ^1QD RC 24 GAGE GALVANIZED STEEL STORM PANEL '� sip F W. SCALE 1/4•-1" SCALE 1/4'-1" �DRIOP•. � LDANN Sj IL E C O AAA4. GLOBAL PROTECTION PRODUCTS, U.C. Dm. AAY'ANAA, E4= Sw. at MEET T �TBfINO : rNWNttIBNO ANY nl�yt% 'L.rO'7t?2e, e. r as Ww,A. 4enBw. h ]H4. ORR. FL 3331E 20-175 wrs . am--- . rr : Mta In-14H fNLfE: (I34)6eI-7b46, FAX: (W)6D9-67I7 .-,�. CA-00171 PE 561./YOrW,T41lff/WtE ,FLIER nL FLORIDA U. P N1 PL tlI t - 7 LIMB)' 8 Mm Ia PRESSUREMAXIMUM A.S.D. DESIGN 2ZHE.DULE FOR REGULAR STORM PANEL (1)INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL(DINSTAL.L.ATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. A.&D. DESIGN PRESSURE MAXIMUM ANCHORS SPACING FOR E,0. - AS SHOWN ON SHEEI^S 6 & 7 APPLICABLEMAXIMU t I ANY Tf1ED11W PAMM NGTH LEL. (R.) TAPCON LAG SCREW PANEUMTE FEMALE To PANEUAATE PLUS WOOD BUSHING 13" it Ir 13, 13" 1w (LOP) 13- 13" 13` 13' 13" Iw (am-) 5 1/Y 6 1/2' 5 7/2• 8 1/2' 6 1/2" 2W (TOR) - - 6 Ile 12 1/2" a 1/4` 2w (BMT-*) 5-0' e' e' 6" B. - (Tim) DR LESS B` 8• a' e' - 3w (BOTTOM) 13' 13, 13' 13, Ir 4 (TOP) +45. -45 OR LESS 1 3 13' 13" 13' 13` .�Ptfn�R iB911OM} t3 " 1' 3 13' t 3 8 1 2' J tw (TOP) 131 Ir 13, 13• 6- tw (BOTTOM) 6 I/V 6 1/2` 6 f/2" a 1/2" 6 1/2" X# (TOP) 2W (WTL*) >5-6" 4 1/2" e 6 I/2" 6 1/2" 1(TOP)1 TO 4 4 t/2" 4 1/2 1 7" 1T' - 3W (BOTTOM) 10 1/2-: 9 t%2' 12' 4w (TOP) 13- 73" I 13' 1 13, 8 1/2" 4W (BOTTOM) ' SEE TABLE #t FOR MAX. ASD, DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX, A.S.O. DESIGN PRRATING ESSURE MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 & 7 APPE LK'AES ALTERMITIEW / g ANY OF THEM MAXIMUM PANEL LENGTH (It) TAPOON LAG SCREW PANEUAATE FEMALE ICI PANELMATE PLUS WOW BUSHING 1S" 13" 13' 13` 13, tw 13' Ir 13' id` a" 1w (BOTTOM) 6 1/2- 8 1/2. a 1/2" 6 1/2" b 1/2' 2W (T) - - 6 1/4' 12 1/2' 5 1/4' 2W (BOLT•) W-0' 7' 7 I/V 8• e - 3N (TOP) lE S 7 i/2' 8' 8` 8• - 3W MOTTOM) 13' 13' 13, 3 it Ir (TOP) +4 -4 TO +75, -7b 13' 13" 13' S 1 ' t 3 ow(BOTTOM) 13' 13" 13' 13` 14" tw (POP) 13' 13• 13' 13" 8 Ile lw (BOTTOM). 6 1/2" 6 1/2' 6 t/V 6 I/V 6 I/r 2W (TOP) - - 6 1/e 12 1/2' 6 1/4" 2W (BQTT.-) >5'-G' 4 If2' 5` 7 ij2° 7 1/2" - (TOP) To 7-e or - 3W (801TOM) 13' 5 1/2" w (TOP) 13- it 13' 13• TO, 4W (BOTTOM) 4 SEE TABLE #1 FOR MAX. A.S.O. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TAME /1 A A.U. DESIGN LOAD MAXIMILI1 PANEL LENGTH 40 PSF OR LESS 6'-B' > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE AMALE ID OR PANEL MATE PLUS ANCHORS & W/ SP#iANMATN,&1/2' O.C. INSTALLADQN OETAiLS FOR UFE SAFETY PANEL(l) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES Iles; APCbN ___ � POt RED 1/4"r TAPOON_ �FX STING POURED D ANCHOR O B" O.C. I OR ANCHOR O 9' O.C. �) _ CONCRETE BLOCK COFIgREfE &Op( y tE0WRi9. REatLR-D.(/��) `1/4- MAX. ED* I CD I I t p A TO GLASS 1 4'KLM y - EXLi7NG-1, �r'f-.-_ a0.75 e 6 60.15 e� E T,. GLASS Q .__ ._ _L...._. AF Bl B .__. ..,... _ , _7.-.- Ar FA COIL p_ A...,......_.-...yA_ . �. -1 FOR s A 1 1 1oaN otR t-4`) EXISTIEg4,p f h.' M- A I 1' YAtL A I 6" PANEL. LENGTH R PANEL, LENGTH SEE_ _..._.T...._- (SEE ELEVVIt,9 C I i (OH SHEET1 p 1 Min. I TION ON SHEET 12) 'I A A--SEPARA A I A TO GLASS, , I I I E7LffiTIFM PWREOI rME/EXISTING POULt E Qr =� 1 1j GONCREIE OR"' CONCRETE OR f C{kiGfiE7E BLOCK ( �l CONCRETE BLOCi1 RENTUIiEO_ i 74 7/t OG R£OUIREO. i mm, f Nf tirJ,piDRPa NWRMLS tAFJ,e1irOR iz D.c.-0 (BP EYa70)PLUS 4 LiF�EiY %[EL. WALL MOUNTINGS it SCALE 3/6-1- �.s"0EPIA. ti(U'INy IRMOAMTE g3�Q�''VCEN 143ys FLORIDA BUILDING (ODE (Non High VelocityHurricane Zone = = Rx62c Tama rNc F.v. *' - * . * 24 GAGE GALVANIZED STEEL STORM PANE[ OftWI, m = STATE C 4C I PROTECT" It PR CTS, LLC. °"aD„T�° !rCOR10A�� I L E C O AAA . k CY� n xo e STREEIr LIMN£, 33]14 /GILL AA'�LY% K:r. SwN R w X'f41uwA RiAODIa n SHr 20-175 r rf„n• , Mrq aP-uw RP+ -Put PFLNE: 925,E-IOTA, FAX, R54)!eI-Oi9i A NNt IIHIAI Otll FA•AOOS7111 Ant K,' mawmr rtrerew er SRWIIIG Ulu: P.E %DALE AW 1T-1A IHur 14 M is wN3EA A TXLIT N.. PC44117 NEE WEE73 fa to FOR ANkk065 TYPE a SPA,wMi FOR pBTMIAtIOFNS RITO W000 iRA1E 6UaLNCB. MREALL ANC11pq SPACINGS AND NRRNM TORE OLSTANCf ARE A49GTED OR FR#6 SCIEDfLE. FOR E.R LESS fFtW IOOl17 MAXIMUM A.S.D. DESIGN eRMURE RON (pa.f.) AND CQRRE3EQtjQJN9 MAXIMUM ANCHOR V-MNra MOULE (VALID ONLY FOR PANEL ))INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. AS.O, OESmPN�III PRESSURE RATING MAXIMUM ANCHORS SPACING FOR IAA! ED. PER SCHEDULE BELOW � ' dt LY MW01W4 MOW () MAX NSA. PRESSURE {wa.t } MAXIMUM ANCHORS SPACING FOR MIL E.D. PER SCHEDULE BELOW' APPLICABLE TO SOCCONS MXVWM PANEL 034MM In.) TAP ON SOLID -SET PFENMMALE II 2NMAC-NARM GALK-IN TAPCON SOIJO-SET IM P �� ZNMAC-NNUN CALK -IN I � m To 7p m To m M�MIW mCOMBINATION TQ omows,m m m m +4 , -45 LESS 1r 13' 13' t3' t3" t3' 13• T3' 9r 13' 43' 13" MIDI I P 5,-0, OR LESS '45 +$;,, _$5 1 3 1 3 t ' 3 13' 13- 1 3 t ' 3 13' iS' 13' 13" 1 7 2 / 7 OOP ) W-V OR LESS Ir Ir 1r tr 13' 1r 13' 1r tr la, 73" Ir I (Bones) 13" 13" 13` 13' Ir 13' 13" it it 13- tr tt 1/2.1 (Wrmm) Tr sr 13" it 13' 13' Ir 13, 13` 1r 13, 1r 2 (TOP) 13- 13, 13` 13' Ir 13, 1r 13' tr 13' 13' it 1/2'.2 (TOP) 13' 13' tr 13' 13' 13' 13" ,3" tr 73" 13' 13' 2 (BOTTOM) 93' I 73" 13' 1r 73' tY tr 13' 13' 13 1112 / 2 {BOTmM) it 13` tY 13' 13" 13' IY Ir it 13• Ir 13- '3 (LOP) 13" 13- 13' 13' i3- i3' tr 13` tr 13' 13' It 1/2.3 (TOP) - - 12 7 2 7/2 6 1/4' 6 Ile 2 1/2272 1/2 - - 6 1/4' 6 1/e 3 (BOTTOM) - 12 1/2"12 1/2 6 1/e 6 Ve 2 1/2*11 if2 - - 6 1/4" $ 1/e 3 (BOTTOM) 9` B' 8" 8' 8' 9" a" 7 t/2-.4 (FOP) 8' b 1/2' B' 8• 8- 8 1/2' Ir 7 I/V 8" a' 8° 5' 4 (TOP) a' a- - (BOTTOM) 8" 8' - a` a' - e' - 6" 4 (Bo1T1. M13- 13" 13" 13" lr - -i 13" tr IS' f3' IS' 1r 5 (TOP) 13• 13" -13` 13" tr ,3` 13• 13' ,r tr 13" I if2 {TOP) 1r 13' 13" it IN- mir it 13' 13` 13" 93' 73' S (Brom). 13, 13' 13' 1Y Ir 13, Ir 13" lr 1r 13" 1t 1/2 (90170M) 13' 13- Ir 1r 13- is- 1r Ir 13, 1r Ir 13, a ('TOP) 13• 13' 13, 13" Ir Ir : it 13` lr 7r /3' 11 I 6 (TOP`) - a i/e 6 1/4' 6 1/4" 6 1/4" - - 6 1/4' 6 Ile 5 (BDtT.n•). - - $ Ile 6 1/0 6 1/4- 6 if4' - - - 6 1/4' 8 if4" 6 BOLT.--): it a' 13' 10 1/2 Ir 7' Ir 7' 7 1/2 5 1/2 13' 4 1/2' 1 (TOP) >'S•-8, TO le-e 13" 8" Ir 13• it 6 1f2" 13• 6 1/2- 9 1/V 6 I/V 13' S 1/2 1 MP) >Y-a• TO 9-$' it T" tr tr tr 9 If2 tr 91/2 10 1/2 71/2 tr a• I (BOTTOM) lr 71/Y 13' it Ir t0' Ir To' 11' e' 13" 61/2' 1 (BOTTCI) 13- S' IS- 10 I/2 1S- 7- Ir 7' 1 1/2 5 1/2 it 4 1/2- 2 (TOP) 9r 6" 13- 13, it a I/2` it a 1/2- 9 1/2" 8 1/2' 13' 5 1/Y 2 (TOP) tr 7" Ir W 13' 9 1/2 it 9 1/2 10 712 7 1/2 13' 6 1/2' 2 it 7 1/Y 13' 13' Ir le _.ir... 10" it" 8' Ir 6 1/2' 2 (BOTTOM) Ir 7" 12r 1r 13" 9 1/2 13- 4 1/2 10 1/2 7 1/2 13' 6 I/V (TOP) 3 (TO ) lr 7 1/2' 13' 13" 13" to, ,r w 11' 8` 13- 5 1/2" 3 OW) - 1 - 12 I/V !I2 t/2 6 Ile 9 7/4' 2 if 6 1/4' - - 8 1/4' 6 1f4. 3 (BO7TOI) - -_12 1/2- 12 1/2 a 12 1 12 1/2 - - 8 t/4" 6 1/4' 3 (BOTTOM) r r r 5 1/2' 7' 3 i/2' W 4' 4 I/V 3" 6 1/2' 3' 4 (TOP) 7 9/V 37 a' 6' E' 4- 4 i/Y 3 I/Y 6 I/V 3` (10P) e' S i/2' - 7 1(2'I t3` I 7' tr 13' 13- 9 1/2' 13- 9 1/2` 0 M1j2. 7 1j2" t1' 8' a {POP) Ir a I/V 13, Ir JT/48 13' to' IY r 13" 6 Ilet3' 7`13" t3" iJ' 9 f/2' 13' 8 1jY O If2 7 1/2- 13' 6 1/2' S (BOTTOM) i3' 8 1/2' 13' 13" 13'10"11'6IJ2'iS' t S'iM1213'7' 1r 7' 7 if2" 5 If2' A3' 4 1f2" 8 (TOP) 13' 6" 13" 13' lr a lf2' 9 1/2' 6 1/a• 13" S I/2.- - IT 1/4' 6 1/4` 6 1/4 8//4" - - - - s 1/4" 8 1 I" 6 (ITT.•-) - 6 1j4' 6 / 4. 6 •- - - - 6 1/4' 6 1/4" 6 SEE SHEET 11 FOR ANCHORS TYPE & SPACING FOR RSTAIJATICHS Win wdm )THIN WRRDRItx MMUILM ANCHOR SPNMM AM Mtlt R EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE MR ED, t,i85 TWIN RDUAT O ON SCHEOULE REDUCE ANCHOR SPAfNVG BY tAAT6P15MM SPACRU SHOW ON SCHEDULE BY THE FOt1oRRG FADTORL FOR THIS OPERATXN m BE POSSIBLE. REWM SPACING OBTARffD Least FACTOR 901.E NOT BE LESS THAN MINIMUM SPNXHO IONAM511 FOR EACH ANCHOR TYPE ON NHS SCH MULL ,� 1/4'. 1/e. tj4"r 1/4.a 1/4-r 1/4. TAat1N M%D-]Et 2AMiC�MUN OMEi«N mm" ANaOR Q ➢L) ] 3 3 3 I Ijr 2 1/2 _ GAG 3 3 1jr r 3 3 7jr 3 ot3rAFNt6 QA.) eN1 3 ] 1/Y ] lfs' ]Ifs ] YJr 4 AmwL ®6E DIBWa2E LED. FACTOR r n!O 0.7b - tAd - 623 'PP SPACINt35 OPD.Y VAOI.ID WHEN SPACER(B�IS USED. SEE T #i FOR MAX. AS.D. DESIGN LOAL)S &MAX f2ANE1 LENGTII5 WHEN SPACER USED. ' �t A A.S.D. DESIGN LOAD fM)(iMIIW PANEL LENGTH 40 PSF OR LESS > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE Y VAUD FOR INSTALIATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C. FLORIDA BUILDING CODE (Non t ,•_ _.�.___-ANCHM (SEE SECTIONS FE ALTERHATNES ON SHEETS 13, 14. 15 &16) D.M„ r _ R-W13, R-2A/13, R-3A/14, -loR-19/13. R-28/13, R-30/14, ?; ---- R-LAW/15, R-2AW/15, R-3AW/16. R-1BW/15. R-28W/15. R-38W/16. I 0 0 O O 0 � Ci _-.,_-_- i I .O"i-20Kf" S.S. 'BOLTS W� s `s ':: Y• I I O I USE FOR PANEL LENGTH IT. OVER 7'-67 I1 T ! ? I, PANEL LENGTH% lREGUTAR STORM PANEL - U j i 'REGULAR PANEL i ; ' O § a' -a• O +40.0. -40.0 R.R.t. I I (W/ OVERLAP MIO PANEL LENGTH BOLT) 1 - -- O -- --- -(--- - -----_-'-------.-- LIFE STORM PANEL Y-6' O +50.0. -54.0 µe.t. 1.._ (W/0 17AERLAP MID PANEL L.ElICIIt Ba.TJ A Ili 2•-B- W.N. PANEL LENGTH I-} 1J4"e-2aR1 I -_-- AT ALL MWNTWCS i AT EA OVERLAP I 1 I , i I ! if A' ! I I I 6• --'T-' ----r;'^",�_..---)`-,-----;----i 'j! , Lit i i i ! 1 I . I O7OHE5 i j? f I Q! t PANEL BOTTOM CORNERS !. 0 Y ii 1F f D.M..Q. . � L.pVERLM-LOyETHAp-. _, - _ - �j I or L/ WLYG. NlR AT iEXTERIOR L -- NUT AT t 3' fMX. LEFT PANEL RIGHT PANEL 3 t6q% f INSTALLATIONS MILE VALID FOR WIND 1' MIN. R-IA/13. R-2A/13, R-3A/14, R-15/13. R-29/13, R-39/14, 7 ww.1 SPEED UP TO 170 ..P.h. R-TAW/15. R-2AW/15, R-SAW/16. R-18W/15. R-28W/15, R-3BW/16. --------ANCHORS (SEE SECTIONS & ALTERNATPAES ON SHEETS 13, 14. 75 ffif8}----------- - s i/4` MAX. CJP LIFE SAFETY STORM PANEL ELEVATION (t) -/'1�J 2.667' SCALE I/e-1" REGULAR I STORM PANEL (MAD OVEfBAP -1 IWi1LE VALLM `Y "' STORM P MNNFI �� f. =c_= .: - ____mac _-___�------------------ -= �!Sr ----------------- Ile UFE PANEL TF ° FLORIDA BUILDING CODE Non High Velocl Nu cone Zone EQ�QJ3 SEA OfliDh .'�k4,tT � m 24 GAGE GALVANIZED STEEL STORM PANEL W. N..• �'L GLOBAL PROTECTION PRODUCTS, LLC. SECTION A -A/ P/ 4m S.K. 5t STRUET SCALE 1 /4--1' ¢!( '� Av. 2e. w. A1eK 3R>, uRw. aAwaw. a mr OAw. F4 333i4 20-175 C pr".: t]'W M-Am . Fr .O.O aro-,eL PIwNE (954Mote. b. FAY: (I54)Me-E7I7 OAIIRO CA-�667f9 err rw a r went Pk. ffi/{IlWIM71lt6JW1E WAM A TIMER Nr., P.E ad 1 , em 91Rf 12 a tR INSTALLATION DETAILS INTO EQR LIFE SAFETY PANEL WOOD STRUCTURES 1 - WOOD HEADER WOOD NFAQER HEED WWp I I HEAoeR QUtREO I IW000 HEADER 1 i'4 TAPCON 1 4'A TAPCON FWR O Y O.C. O.C. ; i 4'I TAP ( `, L { Ht3A O 9' O.C. ; I I 7 4'1 TAPCOR OR O 9" O.C. Y/ ; ! i i ,1/4. rltN 'f !l r1 ! 1/V _ }3 1f2• '1/4" it ryf2• IJ4, t 1 W.x t� I 1J2. ..1/s• z I ! 8 EXt6T1(4Gy,R GLASS NO I x 4Y J _._ .6i' _: v'...._.. ` } {LASS•i�i fOL15 w i --s II i A i i � M MAX. 0 I inONN MR T«4i � I A ..._ 1. _..__.__..I i MAX k I ! PANEL LENGTH I ,L" Mmt (SEE ELEVATON 11 if H LENGTH if 1 ON SHEET )a) I ____-_.__ (SEE B ,,,t -_, ! I 1. Mu%, V-"-..-Y"--"-` 1' _..._ LEE A (SEE SEE E'tEMIKON 8 -,_ PANEL LENGTH - 8" • (SEE d,EVAi1ON `!I ON SHM III i it 1 ON SHEET 12) A_. I I i d----n I , ON sFREr Tz) } 1 A T 6 u p uv j 1 �a N-5£PARIM�TWN i 1 tl TO GLASS �� -i ;) TYPO TQ )LASS i 6` I 2 O 1 TOO GLASS. ,. $• EQ. NS { S j -• \_:/ i y S i� ;� 2,X4" I T , 4 i 1 i In 4 . 12�ft' !� _9.S twlIX %SY iz € I i 1 4"e TALON} ^a ( (S �4'e rfPCON NiCHRR O 9" D.C. L ANCHOR O 9' O.G. STAGGERED W/ STUD i t STAGGERED W/ STUD �^ `�. FEWiR€p @ ! i« Y I _-1,F1"r 7AFPCOM 2'xt` w%g i i H ), i {i �... ) , - ANCHOR O 9" O.C. Pf.ATE L"'x } ji REQUIRED{{�l _ ' 1wY O#A )flea TAPCON ANCHOR O 9. O.C. F 7 L_. + a4r WOOD t Tip. WOOD 3 ! i,.•, I', i } i iI PU7E REQUIRED �rTERMATIVE R-LAIN ALTERNOF. R-LBW ALTERNATIVE R-29W 4 REGULAR PANELS O LIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/8-1- O Uj d I.Z �M1 . `• A. TIj4i 4.............. T� 4yyy •` O LIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/8-1' FLORIDA BUILDING CODE Non High Velocity Nu cone Zone NOTES',DENS 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN NRATINGS SHEET 12. PANEL LENGTHS AS PERRR PRESSURE 1) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC S .2VA1 n11T0. Pin F!_ - 24 GAGE GALVANIZED STEEL STORM P . 4141 B7 _ ANEL ywwi In: t - -- _ * ' STATE L) . * _ .....-_ '� I L O iN,;. GLOBAL PROTECTION PRODUCTS, LLC. °f�"t, o S ys yt'•, "' A 4ea0 ew. 51 SIPF72 ;r• OR111 > ro ea: Tor. w.r. wwa9 n »1s GAVE, n. ]a374 20-175 '. `N ." •uP•T+.,_m. PNo tsarTa 75a. FAV: (954}�I-B»7 DENSITY OF 0.55 O R EQUAL, SPi ",•-• r e r mo een at96NA No: FYFFN I TUIE,iB'TE Ch6d9$719 wALT09 A fitAi Jf^.,1 -_..r n9 1tPa - yiiT to aF to MAXIMUM At DESIGN PRESSURE RATING �E AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE. FOR REQULAR MRIA PANEL 6) IN19AU.0QNS INTQ CONCRETE & CONCRETE BLMK STRUCTURES (VAUD ONLY FOR PANELQ INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX ASA, PRESSURE RATWG (P.Af.) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW' '� NA)tl1BIl PAlEt LENGTH () MAX. A.S.D. DESIGN PRESRATS (ae_f.) MAXIMUM NICHQRS SPACING FOR MIN E.D. PER SCHEDULE BELOW APPLICABLE 8 MY MAXIMUM PANEL LENOM (FL) TAPCON SOUO-Su PNNEIMA" FEMALE 0 PLUS8 ZANAC-)6VUN `iALX-SIN TAPCON 50110-SET FEMALE ID I � 7AMAC-NA88t CAUL -RI mBUT, To To mUCNCRDt m CONCRETE m 70' R 110H To m m To To m >+SA, -85 +75,--76 13' it' tr 13' 13' t3" t3' 13' 13' 12" 73' 1 {TGIF) b,_a" OR : LEIS ., +75, -75 To +14-1-11as 13' 6' IS " id if2 73' d1 - JY lr 612' / 71 ' /2 STY' / 33" 41/2'.T J ) DR LESS 13' it` ,r 13• IS' tr 13, 13, Ir 12' 'r ITT' 1 (BOTTOM) 13' a //Y Ir Ir 13` 9- it r far 7 1/27 13- 6• 1 (BOTTOM) 13' it- it 13` t3' 13` Tr 13' 13" TV 13" IC' 2 (TOP) tr r 1r AO 1j Tr 6 1/2' 13' 6 t/2' 7 1/2' S lf2' Ir 4 1/2' 2 (TOP) is- Ir it 13` 13 tr 11' 11 ty" 1. tr 10" 2 (BOTTOM). 13" 7" 13' Ir 13, 9 1/V Ir 9 t/2' 0 1/2 7 1/V 13" 6 1 2" 2 {BOTTOM) 13' it' Ir 13, 13, Ir Ir 13" 13' tY tr 10' 3 ('TOP) tr 7' Ir 13, 1Y 9 1/2' 1r 0 1/2' 10 7j2" 1 1/2' 13' 5" 3 - - 2 1/2.12 1/Z 5 1/4" 6 t/r 2 1/2-12 1/2 - - 8 1/4' B I/,• 3 (� -) - - 2 1/2.12 T/2 6 Ile S 1/4` 2 i/2. 6 1/4" - - 6 1/4' 6 1 e 3 (BOTTOM) 9' 3" 8' or a' 5" 8` 6 1/2' 7' S" Ir 4 if2' 4 06w) 7` 3" r 5 I/V r 3 1/2' 6" e 4 1/Y 3• a 1/2' 2 Ilr 4 (TOP) 8" W 8- - r er r - 6" - 4 (id-) a` a 1/2" - a' - 8" - 5 I/V Y 4 (601t10M) Ir it' 13' 13- 13' IY i3' 13' 1r 2" 13' Io- 6 {TOP) Ir a I/Y i3. tr -V 9' i3" 9' 1a` 1 1/2' 1r 6' b (raP) 13' 11` 13' 13` t3" 73" 13` /3' 13' 72' 1J' 10' S (601T01k) 13" 7' f3• t3' f3` 9 1/2' 13' 9 1/Y t0 1/2" 7 i/2' f3` 6" S (80TTO1) 13" 17" 13' ,3" i3- Ir it Is- it 12- 13` t0- 6 (TOP) 1r e" '.Tr 10 1/2. Ir 6 lj2" 13' 6 1/2- 7 1/V S t/2' 1r - - 6 7 4" $ l/4• 6 lf4" 6 1/4" - - - a 1/4' 6 1/4-. 6.(am-') _ - a 1/e 5 1/4' 6 Ile 8 1/4' 6 1/4' 0 1/4" - - 8 Ile $ 1J4". 6 (.._) 13" 7 1/2' tr 13' IS' 1 lir Ir to' if" B' it a 1/2' 1 >V-r 10 8"O' it 5' Ir t0 1/2 tY 8 1f2" t3• 6 1/2' 7 1/2' 1 1/2" 13' 4Ile I (TOP) >5,-e` TO 7'-6' 13" 7 1/2' 13' 13' 13" to 1/2 13' 10 I/V II 1/2 Y 13, r I (90nom) Ir 6 I/V 13" Ir Ir 9' 13' 9' 10• 7 1J2' Ir e I (86TTOM) it 7 I/V 13' 13' 13" to' it t0- it" a' 13` 5 1/2'.2 (TdM') 13- 5- 13' o if tr a 1/Y 13` 6 1/2' 7 1/2- 5 1/2" Ir 4 Ilr 2 (TOP) 13` 7 1/Y Ir it Ir 10 1/2 13" 10 l/2 11 1/2' 8' 13• Y 2 (BOTTO). 13' 7' 13' Ir it 9 Ilr 13' 9 1/2" 1a t/V 7 I/V 13' 6 1/2. 2 (BOTTOM) 13- 7 1/2' 13' 13" Ir ID 1/2 13' 0 1/2 11 1/2 8" 13" 7' 3 (TO) it 7' la- 13' tr 9 I/2" Or 9 1/2. 10 I/V 7 1/27 13` 6- 3 (TOM) 12 1/2- 12 1/4" 12 1f2- 6 Ile - - a Ile 6 1/4" 3 (BOTTOM) - - 2 1/2 12 I 6 1/4' 6 1/4' 2 1/V 6 1/4' - - a 1/4" a 1/4` 3 (BOTTOM) 7 1/Y 3 1/2' B" 8- 4 1/2' S' 3 1/V T r 4 (TOP) 7" 3" r S i/V 7- 3 1/2` or 4' 4 1/2' 3' 6 1/2' 2 i1V 4 (T�) Ir 8'a' 8' or 4 (BOTTD). 4" 9 1/V a' r - 5 1/V - 7' - 4 (BOTTOM) 13" 7 IfY tY 0 I/2 fr 0 1/2 11 1/2 a" it 7' S (TOP) 13" a 1/2' 13" 1r it S. 13, 9' To' 7 ifY IT 13' 7 1/2' 13' 0 1/2 13- ,D if2 11 I/V 8- 13" 7` 5 (BOTTOM) tr 7' 13" lr Ir 9 1/V 1r 9 1/2- 10 1/2" 7 If2' 13" 6' S (BOTTOM) 13' 7 1/2' 1r 0 1f2 73• TO f/2 '1 1/2" a' 13' 7' 6 (TOP) Ir Y 1r 13- 6 1/2' 13- 8 1/2" 7 1/2' 5 Ilr 13- 4 1/Y 8 {LOP) - - 8 IJe 1/4' - - 8 1 4' 8 Ij4-. 6 (@S1Tt.-*) 6 1 e a Ile 6 Ile 6 Ile - - - - 8 IJ4' 6 if4. 8 !') BEE SHEET 11 FOR AMISM Tin & BPACART :PAT INSiA1.t.ATOM WHO WOOD FRN2 81NDIM6. 4' MRRIUM ANCHOR SPPpNX AM! IWIHM.FL DISTANCE ARE NUCOVID ON INS SCHEDULE FOR E.D. LESS THAN INDICATED ON SOADULE REDUCE ANCHOR SPALWNO BY MULTPVdM1 Sn1CIN8 SHOWN ON SCHEDULE Re THE FOLLOWING FACTORS, FOR THIS OPEAATION m BE POSYBU.E. IREOUCO) WWAND OBTAINED LTXAi FACTOR SFMLL NOT lE LESS TION IMAIIAM SPACN IT IMAMED FOR EACH ANCHOR TYPE ON THIS SCHEDULE tj41 1f4i 1/4'r 1j41 if4'R 1/4'R AI' 1 Macoo SOIL -SET PAYlWRE 2AYiC-NMM 011f-N MINIMUM ANCHOR SPICING (It,) 3 3 3 3 2 1/r 2 ,/2 MINIMUM Oa) 3 3 1fY 3• 3 3 1/Y 3 DWAINE R-W etat 3 N tfs' 3 t/Y 3172 J x/R' 4 ACIUAL ON DOINiCE ED.) HIOTOR 1 - .-.L 2 ifY Odf 5.'A _ - D50 60 - 1. s l40 "nl SPACINGS ONLY VAUD WHEN SPACER IS USED. SEE H{1 FOR MAX. A.S.O. DESIGN LOADS & MAX PANEL. LENGTHS WHEN SPACER iS USED. MW /1 A A$A DESIGN LOAD MAXINIM PANEL LENGTH 40 PSF OR LESS 8'-6' > 40 PSF TO 50 PSF 6'-2- > So PSF TO 60 PSF 5'-10' A MAX PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS WJ SOLID SET ANCHORS & W/ " SPACER AT 12 1/2' D.C. FLORIDA BUILDING CODE furor INSTALLATI!2N DETAILS FOR LiFE SAMY PANEL INTO POURED CONCRETE OR CQ CR RETE BLOCK STRUCTURES 1/4'0 TAFK:aN _ POURED 1 iJ,-r tAPGtON NG PWREO , i/4•f TAPCON__.,_v.FYTURED OR ANCHOR O 9" O.C. 1 r- RETE OR '. CONCRETE BLOCK M IRIE)..(�} Alen O 9' 0.0. NCREIE OR % CONCRETE BLOCK REOUiREO. ANCHOR O 9' O.C. [ f' CONCRETE BLOCK f REQUIRED. " 1 i 7f4'r-A7 i alSndiz_8 O GLASS. I T/s`s.2a1' ,. 80.T5 w CUSS IL __ .__ __ _ - _ . .-__ BOLi5 W Ok wiB I AT ka. - k I 1 LaLm oA� ?-� ' d I L---_ _____, "EL Wx 'L" MAIL p t17N4iki .__._._-... -._.. __..__ _. PAN0. LkT4F37}! 1 PANEL e 9 T .. ... _.,_..-s (SEE ELEVATKM B (SEE EfEVAl10N ON SPINET 12) 11 A ON SHEET 12) -SEPARATON I 6 1 i TO GLASS. 1 LL i 1 I 1 f.0.w I Ep.w I €j I e a I O iY OC' 1 HNC � ` 1/4'I TAPCON� ' +/4Y TAPCON AFM:HOR O 8" a.C. ANCHOR O 9' DG t�IXfISTA4_G_�POURED CONCRETE OR I EXSDNo POURED CONCRETE OR CONCRETE BLOCK REWIRED '-CONCRETE BLOCK REOU9RE0. SECTION R-1A _ 0 REGULAR PANELS WWAL MOUNTINGS SCALE 3ja-T- V.e PLATE REQUIF St1EE75 I$ t 76 ANCHORS ATidMOR lYK t/4'e..- TAPFtiH ITE NST FOR INSTALLATIONS INTO wow15 M in WOOD FRAME 6ULAtNOS. MRNRR ANCHOR SPACINGS AO MINRAAM MNAIIM. mom *= hnKld% Oa) 3 WM COOT B9:TAA76E ARE 1No1DATED ONLHB 30HEOULE FOR ED LESS it" osco lED ON SCHEDULE REDUCE ANCHOR SPACING 9eTeAK. a.EU I-OmiaR4 9PM, D13 3 BY MitLmyRG SPACING Smusim O, SCHEDULE BY THE FOLLOWING FACTORS. AORft m� Dslw� I� FXL70R FOR THE OPR4TON TO BE POSSIBLE. REDUCED SPACING 05TAAED USING FACTOR IPMUL TILT BE Iffi THAN 2 1M. a61 p O50 MRNMW SPACING tNOICATED FOR EACH ANCHOR TYPE ON THIS SCHmtu- - 3 1 • - MAX. .ENGTH IMMON ET 12) WALL MOUNTINGS SCALE 3/8-1- 1. INSTALLATION ARE ONLY VAUD FOR MAX. AS. . C DESIGN PRESSURE RATINGS (P.a.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2.. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55. OR EQUAL 2'K4' PLATE REQUIF STATE OF F COR H A!/lFM41Y111 PE.. WAAK:ss uRE,,WTE ox NATION E7 12) FLORIDA BUILDING CODE Nan High VelocityHu on. Zone oism TLI= Ric' 24 GAGE GALVANIZED STEEL STORM PANEL WaI,. L f� C O Amr- GLOBAL PROTECTION PRODUCTS. U.C. H9 a 6N01 He sim sm. 5, 1Lr� OWI7 Ft. 3A14 i&--�� m mr ~ PwN6: (Is4)M6-7a4s. sAc (Ro-4�I-xre7 20-/75 CA-0008719 .O�tw, ex .ism OPAANO �: 3ER A Jr., PE w0.1M+2 s'W RIE[T II a Ia N O c- t1J Q) C 0 O N U 3 N 0- p .� CC5 U to N p cu U O cu - •L Fn O� Q N Ca p O -+-� E ,- p Ca > .0 Cn _ Z7 a) � L O Q, Co O 1` � N TV-* /Y _0 00 x- 1� L xe v R W cc-) O CDL CL U 0 L-a- L) U 'a) V LLJ Q z Z Q J d SHEET NO. SH 1.4_ �- -TIC III 11 it 11 1 R HE`* ALUMINUM P RIVET APANT 2 PER; EL OF 'L� 4 MOOT. PANEL LENGTH a ./- 40-0 I-C (END PANEL) SEE NOTES 2. FIT-11-7 11TIfl 3, 4 (WTERTGR PANEL) it R PAN (INTERIOR PANEL) T1__11_THTJ_1_;4,M (ENO PANEL} j SEE NOTES 2, 3_._ _ET_ _ TOO PANELS I -20PI. SS, SOLIS W 0 (SEE SECTIONS AS APIA Do OF _j LL-I-J LLJ_J1LL_J_J_I_ �,M_TTTTIFFFFFFIM_71 I'LL *ij_1 -1 L 1, -1 L LL-J -1 L_J -,-j 3: M.Al r JIM L__ I Lan, IMEI, 1E .1 ANCHORS SECTION EZI 8R ALTERNATIVE Elio ON SIREET lar- _WEZ1yy1lS Iffir.A - ELEVA110 EQR aERIE5 2QQQ E-Z HANG STORM PANEL CI) SYSTEM UP ENGINEERING ENGINEERING EXPRESS PRcoucT EVALUATIE31N RIEPORT $Wernher 16, 2020 Application Number 17MA - R2 EX Project Number, 2031543 Product Manufacturer Ail American Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 249a Galvanized Steel Storm Panels Large Misaffe, Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in acocirdance with the requirements of the Florida Department of Business arld Professional Regulation (Florida Building Commission) Rule Chapter (FIG20-3,005, F.AUC., for statewide acceptance per Method 1(d). The product noted above has been tested and/Or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose intended, at least Equivalent to that recruited by the Code. Re-evaluation of this product shall be required following Pertinent Florida Suitifing Code modifications Or revisions, Substantiating Data; . PRODUCT EVALUATION DOCUMENTS EX drawing 020L31543 tied "2. Galvanized Stoat Storm Panels (WHZ & Non-HVHZ)', sheets/-6 prepared by Engineering Express, Signed & sealed by Frank Bannardo. P,E. Is an Integral part of this Evaluation Report, . TEST REPORTS Uniform static Structural performance has been tested In accordance with TAS, 202 test standards pat test Toport(s) *BT-ASG-1 7-001 by Slackwater Testing, Inc, Large missile Impact resistance, and cyclic loading perforitante ties been tested in accordance with TAB 201 and TAS 203 W standards par test report(a) 418T-ASG-17-001 by Slackwater Testing, me. - STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculation have been prepared which evaluate the product based an Comparative, andlor national analysis to quality the following design criteria: 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12Tm AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 T9AN*ENGtNEERINGExPRf55.cc,m ENGINEERING IEXPRESS.0 ON LAST PANEL(3) TO BE INSTALLED At EACH OPENING SHALL ALWAYS IrE PROVIDED W REAR DLE M FACILITATE INSTALLATION IF INTENDED ST" Far - M INSIDE OF STRUCTURE. 10 BE IN I E-Z HANG STORM PANEL SYSTEM WINNIKN�101 Rffilt. TRACK$ TOP & BOTTOM. (2), END PANELS $HALL AL11r8E CONNECTED TO BOTTOM RACK OTHERWISE A STOP ,"ALL BE PROVIDED AT TOP OF SUCH PANELS, 1(3). IF E140 PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4-0-204/4' M,S.W/ 7/3*ox5/32" WING NUT, OR 1/4 X31,V Min. THUMBSCREW INTO TAPPED BOTTOM LOCATION or, OF. FASTENERS MAY BE AT OTHER OF TWO EXTEROR FLAT rl.MiOES OF END PANEL. 1(4), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i,e. A STOP SR IS ONLY USED AT MR) AT LEAST TWO PAN" SHALL BE CONNECTED TO BOTTOM IRA' X USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE CONNECTION OF PANELS TO BOTTOM TRAr X OCCUR AT ANY PANEL LOCATION. Et INSTALLATIONS ONLY VAUD FOR WIND SPEED UP To 170 mOh, M.- 111 1 ENGINEERING Page 2 of 2 All American Shutters and Glass - 24gs Galvanized SW Storm Panels No 33% Increase in allowable stress has been used in the design of this product Separation from glazing is not required for installations Outside Of wind ZOnO 4 and essential facilities. impact Resistance: Large Impact Resistance has been damonstrated as evidenced In previously Wed test repoit(a), and is accounted for In the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as Indicated In the span schadule(s) on the respective Product Evaluation Document (Le, engineering drawing). Installation This product shag be Installed in strict compliance with Its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Product components shall be of the material specified in that product's respective Product Evaluation Document i(Le. engineering drawing). Limitations & Cond/tIons of Use: Use of this product shag be in strict accordance with the respective Product Evaluation Document If.e. engineering drawing) or noted herein. All supporting host structures shall be designed to mist all superimposed loads and shall be of a material Wed in this product's respective anchor schedule. Host Structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a: site -specific basis by a registered professional engineer. Ni components which are permanently Installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, _7 Frank Bernardo, PE ENGINEERING &PRE&q* NPE0046549 I Cert. Auth. 9885 160 SW 12tH AVENUE SUITE 106, DEERP14LD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM OENGINEIE RING EXPRESS.COM ENGiNtFRiNrExPakss.com -N. -WAR.." mm- TAS- uMRxF T, lh%dmac, In gi T T _MLi ff Mfg A ri f.ae O IN \0 7 _T Me M.- __tG p. 1A -1 A M*MV IT, A 0r. e Ind N aN WIT SSC L­ 11 .1 In IL MAY VNLY LLI 2E m_ I r L IlU 6 4 rF 1�11 31, CULT k5l 'l-El LE at T 20-31S43 'AAROMNUIToft "RIM ' Fla I WA -nE I It INEALLAIMIN OMILS EOR 3ERIE5 2Q00 E-Z HANG -STQRM TANV-�D INT-0 PORED CONCRETE, CONCREIE JaLQC9 ANQ WQQD STRUCTURES ExIBiTNG POURED M I,-411.TAPCOT,1. COMPETE OLOCK IX-0 t/*-# TAPCON 14.1 HEX HEAD TEX WOOD #14.1* Hu WAD TENT I J r_`6 --fICITION So" 0 FROM Is FROM ANCHOR 12* OZ.- EDGE OF EDGE or 7F 77 1/2' 164 a Sk fie 15W if -fie Go Pee t I TELATION ---- SEPARA GLASIL ExISTING I � Z I ALUM POP GLASS 0 To GLASS, ummm POP RIVETsur RVET t 0 R__ MAX. MAX --I PANEL LENGTH PANEL LENGTH IAM THUMBSCREW 50% TO OF V 36X 0 GLASS, II .0, WIN. L TAPOON ANCHOR 1/4-0 TAPCON 2.4' WOOD _4 ANCHOR 0 12' _wWouns"D ± 11; S I,, L LATE CONCRETE BLOCK RCOUIRED ROQUIRM WALL MQLMNG WALL III ALTBUAIM EZIN SCALE 3/8=1° SCALE 3/8-1• E % FLORIDABUILDING CODE (Non Hh Velocity No Tfeono Zonolk MIN. PANEL LENGTH s )j o.441 24 GAGE GALVANIZED STIEEL STORM PANEL JI ORION SI 1, INSTALLATION ARE ONLY VALID FOR MAX. ALSD, DES" PRESSURE RATING +/- 40.0 p,s.L AND 6-'-0' TATM MAX STATE ME C -0. GLOBAL PROTECTION PRONCTS, LLB. /T L PANEL. LENGTH. 0 to S"Al 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD asI.J- IT. ,gr MEMBERS TO BE SOUTHERN FINE No 2, W1 SPECIFIC Al- PMW- Ns -Teas. W Ou.)MA­M, 20-175 DENSITY OF 0:55 OR EQUAL, Hry N SM W!� * i i "" DRINK IN,. PC ONOO S of le �ALL AMERICAN SHUTTERS AND GLASS 24 a GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) -OBSTRUCTION I (LOCATION MAY VARY) PANELS MAY ar NOTCHED AS REQUIRED, � OPTIONALy'-20 STrTCI � PROVIDED THAT CONNECTIONS AND BOLTS WITHWASHERR ANCHORS ARE USED WHICH 5AT16 WINCNUTS 11Ii FASTENED SF 57,1 ICTQ OVERLAPS a MIDSPAN APPROPRIATE SPAN TINE VERTICAL MOUNT ELEVATION, 2NOTCHED PANELS) \_1_1j N.TS, ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANEL 5SPARANON II1fA 1�11 9WHE WIND ZONE 4 & ESSENTIAL I �FL XMU DESIGN WABLE INSTALLATIONS LES INSTALIATMUREATER PRESSURE ISPANIUn.) THAN 3VAOCIVEGIUME THAN 3V ABOVE GRADE ,1-30 130.0 1. -05 8,06 on 21�64n « SO`0 3I _ikwin -2.16I4 bxn - ­-6,6871n - MI. *E 2541.i. 2910 Bar I. 2. 2tn -- 12 �I.� 2SR'n-I 2.991n POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FASTENERS ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ("r-TRACK, STUDDED ANGLE, ETC,). USE 6.25, O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL "N' , AND 'tr-HEADERS (INCLUDING BUILD OUT CONOTIMNSI. B. ACC I GLASS SEPARATION NOTES: , , INIMUM, ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED N, SPANSCHEDULE WETH POSITIVE DESIGN LOAD TO DIETSIUMIN - 9 2. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY, INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD, MZ. "INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE Of ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROWN 3. THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING ISREQUIRED. MAXIMUM ALLOWABLE , " I I DESIGN PRESSURES; 416:IT1 F�_AsNoTED,N DESIGNI DESIGN NOTES: I SCHEDULES POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THISSYSTEM SHALL DE DETERMINED PER 51 ATE NACCORDANCE WITH THE 4 DOVE E,j ING COD &U " %1�11REMINTS AS DETER INED IN ACCORDACE ASCE TER I w H 7AND CHAPtt 1 6i, 1619 01 111POFLORIPIA DAB .LOIN SHALL BE LESS THAN IE OST 1. R TIVE DE IGN ORE UAL —CAPACITY w VALUES LISTED, HEREIN FOR ANY ASSEMBLY AS SHOVM SMALL BEZE In IiI.AlIVIL V C. -TOE OF THE NVHZRoler OR SMALL INVESTIGATE )M ENTS V VHICH MAY H MAY REQUIRE HAS BEER USED IN THE Nr MA,XIMUM7ESTED ASTM A653 STRUCTURAL QUA In k MINIMUM Fy J4ol KSI. 5E6063,T6A MINUMAILOY. OUb AS FIELD NTED VERITCAILLY OR SHALL BE EMBEDDED TO ALLCONCRETE ANCHORS PER TO INSULATE OR PROTECTALL 0 P OLY kLID'A'TVE'S"TST'RLL'<'T'URRALSD'E'SIrN AS ADDITIONAL GS TOTMIS DOCUMENT CATION, Ht,jljjMMGF (1) LABEL VISIT ECALC.10131643 zmrUALLOWABLE SPAN SCHEDULE Kim u"RE"Alma ams"m MA WEI R "IMARMIM . . . co" 2. NO SPARATICH, PRO QL�s M REQUIP" "M PANEL Lmar" is MEATS reAA1 THAT ACTED FCR ..5wmll Mov,1114 P-MMAIIN AVOMI 3, SIM 0,09JAE15 InIQUIRSO PIlk ALL �T M� W TABLE A&DVE. WHERE SIDE -et'irn, "A" 171=1=1 ILI FAS'e-Et P 51_6.25R- OMMNA 190 MIMLW), iS­ �Y MWMklr WXDMT'fq% SNOWAI M THESE OPAVPINMS, OPTIONAL INTERIOR FASTENING DETAIL M M&L EGRESS PANEL DETAIL IASTENI., li.TER I A" M 7.Pc , I_ -;I. So- �O 094 1.0 2A 0 18 GA T Z v TYR. TYP �F.4' D62�i� - 0-111%� 3,062" -4 2.1300"1-- 1- TYP_ X 1S5 A� �j IN Sj, > BJILD­VUT 'U" HEADER M 0 313 0; `Q, YE� S, 1 1.00 R 19% 0.179 ELI 8,6 c 'Co4 12.500" PANEL COVERAGE - _14.1S75"PANELLENGT 5DLI rf, 7TT FaTiT Y F C)OSS., D)290 D 01305, 0 TY F, TYP. BUILD - CUT 'F` TRA 4DI-7a ce. AM, �Ro 008HUT &-n wwn-. LEG tr! MuCTION A -E ;:izIn, rt RVII (EXTENDED) P1 , -F- ANGLE - -OVERLAP L/ 11 �Tl­ 25" MAX. MAX, - OWE.cU0.­5TA!L MAX. 4- CIE Tr BUILD OUTJ Uj EMBED !R FAFZ;EE• OVERLAP 3,82D. "i'l ....... . ... Ah1AJf11.1 MAX- E -­FV_1 1 1 T. MI TIk MIN. Z, 91 cORNERCLISUIEDETAU. EMBED' ` Mfg T 20-31543 a - ANCHOR SPACING SCHEDULE: 24 GAUGE PANE1.5; PANELFASTENERS Ol 1Z.5" O,C, EM OEM M ffiffifflifflEMMMENN MES M01 IBM ME INEIR PON /7"1111 L WTI WHEN III ........... 11 1, 9 N 314" EDGE DISTANCE ANCHOR MAN DESIGN PREMPUE TYESP. 6--n. IIIL,11' Oil N TYPE Ci co N TYPE II II�3.4CI 0 P Z cot: JJ4-- .2" WEED 3 IA! l IlZil- 41 49 Tz tz,5-- 16.0- IS0. 10"'. 12.5'. 116,0" 116,011 7. 5.�, 12.. 16.T- ISO' 5,1" fZ.V� 16,U' 1601 8,81, 11. L 16 0 1 U5.n-:16.. 111. A I.. ITS 1610' 16.0, 75 IZ,F . S6Q 114 7r. 6,0- 12.5" 16.0 - 14,7" 6.0" 5- ISO14.7' 5. I5C 6.U" 4. 6,_ 12. V 2.51, IS-.' I�.V' ..11" 15.01 14 71. Bn 7TT-­ u21' oAart, 33 SCREW 41 48 SS 72 LLP 16,0" 14.1- 8.1" ILS" 16.0" 9,7` M 12.5., 16.0- 9.7., 5,6", 11.51, 1.5. ti5" 1601 12.0" ­Ul IIII. I&V 9.6' 7.0" &A, 5.6" iZ.!r' I, ", IZ.s' 1610" 11. 1&(]" 9;6" 5,6' 9,61` 5.51 9,6" 5,6" 12.5" 12.5!1 12.9' 16.0" 9.6" 5.6" 115.0. S.51 541. 16.0" IAP 5,6'1 :L(4`� .1;4'iT.BTP 33 TAP-Pli'CFAS' 41 41" Z 72 16 0 16W iz.5' 16.0" 11�5 12PV! INN` IN;, _LLE� IZ.51 16.01-13.31 ii.F, Imi� :12.$11 T__ 2_. 5" 16c" ILA' 17.5- 160 IF 12. 5" IIS, ISO" 10,5" 160,, 9,, 12 5!' 16TO" 15.01, . , 1251 I2Iwl "I'," VV, EMBED 33 nrtA,,.,' 41 48 52 7Z U25� 16.01' &V 12.5, 6,c, 12.5" 13;0' 5A' 4LS^ U2,511 1601, 7.01, IZ.E14 Cl' ­5' I2A' 41 12.5 15.4" 5.9" 6�251' 7 U2.5" 14. V SS' B�V' t­" 4.7" 4 0' 6.25' ­3 r&25' ILV 4.7" &ZV 12-3 4.7" 4.0- 1 - ___ 5 tl ANCHOR NOTES: k I ANC14OR SCHEDULE APPLIES 70 ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES 0 MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN $PAN SCHEDULE SHALLAPPLY. 2. ENTER ANCHOR SCHEDULE SA-9EDON PANEL FA57ENE0.SPACING, THE EXISTING STRUCTURE MATERIAL, B ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANSELECT LLJ CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SH 'PANEL FAS7ENEAS' ARE STUDS USED IN COW UNCTION WITH ALL MOUNTING EXTRUSIONS F"_T RACK, STUDDED ANGLE, ETC US PANEL PA57EN5RSPAICING TABLE VALUES FOR ALL Ti" AND "U"-HEADERS (INCLUDING BUILDOUT CONDITIONS) NZ 4. ANCHORS SHALL 6E INSTALLED IN flZCDRpANCE WITH MANUFALTURERS RECOMMENDATIONS. _ 5. HOLLOW 131LIDTIK HOST STRUCTURE SHALLCONFORM TOA&TM CEO BLOCK. DMENT SHALLSC AS NOTIEDIN ANCHORSCHEOULE. 6. MINIMUM EMBEDMENT Y��y ADEQUATELY TRANSFER LOADS TO H05T STRUCTURE. B CONCRETE ANCHORSNOTED HEREIN.SNALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. NF ! 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD'FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES:9qq ID. WHERE ANCHORS FASTEN TONARROW FACE Of STUD FRAMING, FASTENEkSHALL BE LOCATED IN 11- CENTER OF NOMINAL 2' X 4- (MIN.) WOOD STUD EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING1. WOOD STUD SHALL BE "SOUTHERN PINE" G=0,55 OR GREATER DENSITY, LAG SCREW E 2 SHALL HAVE PHILLIPS PAN HEAD OR HEX READ, 9 111111 U. REMOVABLE ANCHORS ARE: DEWALT PANELMATE, ALL FEINTS SOLID-5ET 6 BRASS BUSHING, 12, MACHINE SCREWS SMALL HAVE 1/2" MINIMUM ENGAGEMENT OFTHREADS INTO THE BASE 001ITNINIT"ANUENIUMPE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O. 11, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 20-31543 14. = DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, ifi LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON I (3) r_ > 0 (3) (3) CL C:)- C) 0 co -0 U) 0 CO 0 0 _C0 -0 U) 0 = Z5- q CIO C: 0 -0 s CIO U_ 4- 0 CU > Cn (D Cn E 0 _41-0 CIO 0 CD. C F- CU -0 "o C E CD - Z Z W J 5 (fir S C 1120 GO < 7- 0, or CIO CU 0 L_ C40 CL QD L) C- CIO 0 L_ CL W C7 � Z LL SHEET NO. SH 1.5 1 i I I 7-1-MIT 1 1, 1, 1 F-T JILT1,11, A -- Fj- - C,