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HomeMy WebLinkAbout6509 Bar S Bar TrlABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC orA/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rea Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT. Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIL or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof I Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain WI or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW, HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 11-29-21 6.0 ADDED ELEV KLM PER C.M. 1941 Al B1 KLM INDEX OF DRAWINGS Eys1*4 97*461 Zui>i1011, SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 5 ELECTRICAL PLAN ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN 1 DETAILS S3 S4 -- ------ - -— ---- DETAILS DETAILS S5 ----- -- — - ---- DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1_1 PRODUCT APPROVAL NUMBERS - --- PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCTAPPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SHIA HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. em _ c� o ypi�i L; O O N �-a ., d'C4 R < .. 3 re ,_CM a 0 w Ai +�\ �j�1 sr ��•• t ..1 L o jam' RECE " UT 0 5 2022 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W �E 3 6 N N vI U) r r, Ul J LLLL0 a Z L W C02 o 0 ,05 0) W J t L-0 r MZ a N OU < Co W ❑0 z N M o g Z N z � � � J a N N N z 0 W � V — g O N � N W J mink E L Minm 8 0 a c iu o w M�¢ M o Z aE o w� Wo z ZN <� =® Da r— O x0 ¢z L)0 a WZ CV Q1 O ¢O L (9 C Z Y U O m� r 0 0- Z Z u� J a w Q W Z Z Q 4 00 o J U aN W U <o a' F o w <F =3 Mo r° .a V 1a OO 5 o M m Q@ M (o :3 CO r— M 'IleCr O m QI 0 N o N I� CY) U) T-' lM T E 7 Z N Z i/i E c a E U Q O -� JOB NO: 22-06466 SCALE : AS NOTED SHEET NO. _ C S VU-V 55-10" 1'-7" T-7" 15'-0" 013" VERIFY METER 101-4 A LOCATION WITH 3'-0" 10, S3 BUILDER H.B. r------------ co T 036 360 5-SH T 6 DP: - - - - R&S - - - - VERIFY LOCATION ■ ,6 � "�'w I 17'-8" I T OWNER'S SUITE B iD 8'-0" CLG. CARPET i�, W.I. � 8'-0"CLG.T� CARPET r ,'-8" ytl,H, N ELECTRICAL PANEL 2'_6., BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 2 CAR GARAGE 8'-0" CLG. 20' $,I I t I I I I I I I I I I I I I I78,d I I I I I I I K NP @ S4 GARAGE OPENING I E � - TIE ! _ I 611 2668 HANSON 068 pBOX -3q z 00 3 Lir 75 (3) 2x4 #2 SPF w/ EIER'OG @BASE @ 36" VENT THRU ROO I EDGE OF SLAB 2" WALL Scc 3 I A I 11 1 1 I Q I I I W I >O r-DTT2Z or iT60"x36" _W rA.F.F.BEYOND %DRYER SHOWER - SS �I D T ---------- &S r TYP @ 1 STORY S3 co N 5'-11Eno 8 1 4'-0" 1 I cD FAMILY R M j 9'-4" CLG. CARPET 23'-8" AHU1, R.A.G.M I �q?I I� U NI `tn_a a� S3 (3) 2x4 #2 SPF w/ DTT2Z @ BASE------____- + _ _ 10'-1 $., I I I I I I I NOTE: FINISHED I I I WALLS TO BE I I FLUSH. VERIFY IN I I I FIELD. I I C --D - - - ----- 3 G.T. I I I I 3068 7r 79'-4' CL ENTRY - - L 61I 7„ -3„ I I o j PT W OPT. D ~ 2:12 VAULTED CLG.` - N � - TILE 1 in r 8 8 T zo 3'-10" T-8" 8'-0" CLG. HDR AT T41 4'-0" JL 11'-78' n 6'-10" "' -------R&S------ r` 2668------- ib`° 4'-7" 8'-8" N 5'-4" c`' 2668 r r� ,- ,- 14'-6" 5'-4" c' N --- - R&S ---- I o PATIO CAFE I - VAULT. CLG. �/ oo U) CARPET c00o I LO21'-2" I 5068 B.F. OPT. I REF,_ BEDROOM , caRPET I I I II Z „ 10'-4" o 2 "' BEDROOM 3 8'-0" CLG. ' CARPET r 10'-42" - - 00 _ - o Z N �� 8 e BATWo - -I I C I IL E r 2" - 2' 4' 1 5'-3 II o 4068 B.F. I BEDR OM 4 8'-0"ICLG. CA PET 11'-0" ;O �w M�U' w o r - I --o-=_=_=========_� I li� T Z) Q �" 3L U o o- D.W. I �O 6 :3 _=- J SI Kwl ISP 21_ C? 60 ■ I I----- T YLO o- M T C nrA IT I , 5E V) �I I 1P STORY r- S3 - TIDE _ G N I FIBERGLASS SUO RRUNDM16DP OACPAD O 3s - TF cli n H B EGRESS O EGRESS A S3 O 29'-8" 15'-10" 19'-6" ol 65'-0" ol HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38J 187X3711 S.H. 14 20X50J 18JX50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20 X 72 18 J X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 11-13 271/4X38i 26x371 S.H. 11-14 27JX50i 26x50 S.H. 1H5 274X63 26X621/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37 JJ X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 361 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 J 52 J X 37 i S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 62 } S.H. 36 54 X 72 52 J X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm} sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" CA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 (E +26.6 / -29.1 OF +26.6 / -33.5 GG SEE SN SHEET HC� 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 11��1�1�11�11�11� • - 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 "131" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 24 TOTAL AREA 2376 PATIO 23 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV-Bl EXT FRAME 2 x 6 CONDITIONED CEILING R-19 KRAFT FACED RLL B BLOWN-IN (INSTALL BAFFELS AT EAVE) E I GARAGE SEPARATION (R-11/R-113 KRAFT FACED SCALE: )/4"=1 r-0" (GARAGE / LIVING) Q dm ' LA 1 (n -•�mx c� Iz c y Pw> Q Z L �odd� CP R. c +a o 0 E.} • . N� G a '• �Na •� ' Fr_SStO �®NN 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 Eng veers signature and seal. um W `T EE O M U N V r 0 ,.�.� . N c'�i oc) US rZ f`04 0 ik lJi Q LL ca - a � w Z `0�°' r103 ;°o o a W 0 ;7� W m L, Z L0 MZ Q K LL N 0 OU Z W M n z N Z o J N N z a D o +-1 � w •U a .e 0 W o N N U-) t- m U LIJ ,- - E - 8 z tr .2 = w U o N o 6 �w M M J w Z � S z S � � C 4 W �O - z ? N <R Z Da C 8E H CD x o< 0. a? L <p o ff z (� C ¢ o Zz p Y wm 0 O O z - WJ y m a� Q W �Z N o 5z a � NW ao o �o CZ)a w r N O > (0 1 ^ L / LO CM J C10O M O W m LO ¢I G N O N C- LO � r � r 0 Z E T N IL U Q p � JOB NO: 22-06466 SCALE : AS NOTED SHEET NO. 1 T. ____1 _.-�. _. i � i 1 1II -- - i i- 3 S m `d- rn Ln 14-1 t v U) 0 O J (0 UD C) 0 I 2 m L[ L v 0 Q I2 Op O 1 Ln 0 N O c Q N N a E E O 2 v J ti 0 0 vl CL 01 N 0 U N tz L0 0 a a 0 M LO 0 0 a m v N VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / U) w > / MEDICINE o CABINET 00 �H d 0 z 0 z CO C-I Co 04 M M M KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER CV FIN. FLR. KITCHEN O 50 O r NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. CURTAIN ROD TOWEL BAR ON BATHROOM WALL O o � o co SHWR. HEAD TOWEL BAR IN TUB OR SHWR. SHWR. o VALVES SOAP DISH q BATHROOMS, SHOWERS AND TUBS O TUB DOUBLE RODS o _ c0 M SINGLE ROD CLOSETS / LAUNDRY 0 Cl) O CV 0 OPT. REF 9 KITCHEN O F- BATH 2 6 O 80 MIRROR 4 1% N OWNER'S BATH INTERIOR ELEVATIONS. 42" H UPPER CABINETS — 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O o FINISHED CABINETS COUNTER TOP 30 H BASE - o CABINETS b 00 _ 00 00r U- rIN o _, r- C° LO 0- 0 V-2" 2x r a in >- r T o0 t FRAMING rIN - p O - O � CD 1 /2" GYP N coN CV -1 BOARD FIN. FLR. r 14FIN. FLR. , 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=1'-0" ,N 0 c" _-�� N. S b e 3 "' as N•, a r 4 \�y�1tL b+C t��iA��YP7p��,p rS � w .�� C .�,'�ar r2 w� :A To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W �* E �± m Q 00 vJL 0 00 to — NQ.2 #JVa. V7NCJ NQ � MJLf) � LU LL U-5 LU na. Z 00 m wJ ILWrmom0 z ZN 0 LL NOUz W ao M �p Z N M O CO Z o 4 N c+7 (nv) Z �O ( o 1 1 T LLI LLI N C) I C�C W J _ ;_ t Q 0 N O w M �Q Z Q. Q O , E v F� Z® 0 na f— � 0 X v �Q 00 U O� O N¢0 z az r<t Qo Z22 m� O C _ e pY ;� ZF Oz z Nv, -� m>Z Z N 3 < 0 z a0 �z T E oZ _ W w� O 0 >° o Oa. Ia 0 o y [jC CD L �-.LO p N i co MO M m m LO r O N QI N i 0 <LO T E Z. E coz o z z E N r � c a a a? U � Q p c -1 JOB NO: 22-06466 SCALE : AS NOTED SHEET NO. 2 3 m rn LO L0 v C Cr cn 12 to c0 I 0 I m Ln `v Q t2 0 J cD LO 2 v Z3 Cr Q VD N 0 CL 1.2 E 0 z N y ZL U IF 15 i U N O a 0 a� LZ N N Wo 0 0 a N 8 O L'M Ln Io m Cn T-0" HEEL F30 T.O.M. — — HDR HGT. — — TEXTURED o CEMENTICIOUS -1 FINISH ON C.M.U: (TYP.) 12 5� 811x8" SMOOTH TEXTURES CORBELS 1" x 9" SMOOTH TEXTURED 12 FREEZE BAND 5 y F.FL. 12 -12 ��L5 —'�------ 14'-0" RIDGE VENT 12 7�5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 1' 0" 7 L=j F=11 F71 El El E.J 1:11 .0, ■00 ❑ ❑Da0 I ❑❑ FF-1 ❑ ❑❑ ❑❑ ❑ ❑❑ ❑❑ TEXTURED BAND FRONT ELEVATION - B1 12 �5 SCALE: 1 /4"=1'-0" T-0" RIDGE VENT 12 Z�5 LEFT ELEVATION - B1 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.M. _ HDR HGT. �— TEXTURED _ o CEMENTICIOUS FINISH ON C.M.U. (TYP.) — — _ F.FL REV. 09.24.21 t c%4 ' �W o c j ". CCaC,'"3 eo m N `:.0- C - � Q of L _} j a�\,./ •\` ter b, ..! 3 w ESSiO To the nest of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N E 0 64 0a) _ CQ N OrD N r L 7 � µ Ye n ^a0 -6 R J 4 N V J LL C LL LL c N C (A Z0 0 mN� .1w yW ��pj6' i � Z Q um M zN OU LO) W ME) `D M �2 ❑ z N Q o S Z N ❑ Q � J — d N N Wv) — c� z (1) U o 4--e N d A 'a'�• U 0 ci W O N C ..C-4 U w io ,— E t U 'o C u Q N ° ®Q O O w co m ¢ o z E o Z O o 0 z T N Q N Z® °n iE V Zo C Up o <o n' 4 p fl o C oY Nm'<w Z oz z J °m zz (n �i N > Q �O� LL ZO ¢U az mw W v 3 KE <o �_ 1- JC �'z �3 >° o O w< z Q a O 3 O121) 2 �'^ mil/ LO N Q //O F C') j 0 M O V J m m LO Q� O N o O N LO M T L T N M 41 (`7 Z Z E t� c FL U Q p JOB NO: 22-06466 SCALE : AS NOTED SHEET NO. 3.1 T� —17— 1 1 1 7T T-F--- — T I I .1-L..11 1 21-.1111 c EC 12 5 TOMI otl — —- ' OFFRIDGE VENTS 4' OFFRIDGE VEI EXTENDED OVERHANG TO BE CENTERED ON DOOR 35 SH (2) 35 SH ---------------------------------------------------------------- 12 5 5068 SGD SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS ----------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) REAR ELEVATION - B1_ 14'-0" RIDGE VENT 1" x 9" SMOOTH _ 12 TEXTURED FREEZE BAND T-0" RIDGE VENT 5► �' _ �� ___T �T� �__ 8"x8" SMOOTH 12 TEXTURES CORBELS 5��� f - T — — 12 — SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS r T.O.M. HDR HGT, — -------------- —---------------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — - TEXTURED CEMENTICIOUS p FINISH ON C.M.U. TEXTURED 3'-0" CEMENTICIOUS ao 00 (NP) FINISH ON C.M.U. co (TYP. ) F.FL. +3" SMOOTH TEXTURED BAND RIGHT ELEVATION - B1. SCALE: „ - REV. 09,24.21 c*� t s= w`�y d UJ NJ ! a� o CM O- ' N A3�-t77 ►-. a cwQ �', 3 ea G o 6e. ca. L "'k �,O 17 N KI IN 0 L�� 'U ES510 �'a�#d�a4����� 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 nth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to 0 E l;qj (0Y Y o N 00 N N 00 to to 7 LL7 10 # (1i n 0 ..J ,t,�oy 'Ai dj M cl' 2s2S � LL C J LL W 5 _J 55 1 UJ a0_ —ern o m c � W IE 6 0 0 f6 - 0 02pjrn m w 00 O ul d J liftN Z N co OU U ❑❑ N O O O O Q � QN ®.7 Q- � N M V O ' l ' V LLJ C) m V OLU p X Ud r _ Y O1 4mN ti 0 W M z ot� Z¢ Z QO > N QN E c> g0 �a (Q Up N r6 az wg X Q ww �� � Zo U a U�g xF Mj O Cfl u bs a0, p_ L � ■ V LO rn @ �C cca N F`— C ) co T � 3 � Cr o m M LO N N T coN O z cc E c a U _j N Q p JOB NO: 22-06466 SCALE : AS NOTED SHEET NO. 3.2 2" 1„ t" 2" �y cD 1- VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY^N COMMUNITY SPECS. IF NOT, � DETAIL TO BE 1" 2" OPENING VARIES 2" J2- BUILT W/ STUCCO. EDGE OF OPENING 1'-10" iv 12" CAP 1" RADIUS—"'ih 3 1/2" RADIUS 1/2" RADIUS 3/4' RADIUS a - 4� 1/2" RADIUS 1"=4"VARIES VARIES _ Mla CAP cv - 1" 1" 1'-4" iv b 2�„ z 12 VARIES VARIES 1 1 1 1/2" RADIUS 4" 4 4„ _ Cr „ j34 4 42„ N TOp 3" IN 4„ 2„ _ C, �p VARIES 12 2" 2' M 32' 11" 32" 1" 1" 1" 2 1/2" RADIUS BASE LID _ BASE • I N 4„ 12, *NOTE: VARIES 8" 2" 3„ ZIEBUILT FOAM TO BE USED ONLY WHENZ-E REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE W/ STUCCO. OPENING VARIES EDGE OF OPENING 2"CP 6 1'-6" 1" 19 T 2a • 0 1-1/2" THICK 1-1/2" THICK 24„ 4' '�10 i � f Oi 101, 6„ rO "CO zo IN �M 4" 2 I N L2' 4„ , 3„ 6 2, 2„ iv w > w > 1-1/2" THICK 32" 24, r 2'-4" 1'-10"lt A. 52' 1'-5" 52' W IN174. 1,-4„ 311 N 54" 4" 1° 12° � L L i VARIES VARIES 2 W = I I 1 I 1, VARIES VARIES 4„ 8„ _________ I 00 _ Rs CO 2 M 3z Qi`t' ^ 2 4q Q4' KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING 4" KEYSTONE F11 C6 - OPTIONAL 3„ 3 4 4" WINDOW OPENING 4J" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" ZY CV co �r R44r �r 411 VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 14' 1'-64" 14' 12' 54" 2-1 „ 2'-1 1'-i2" 54" io 00 1 " T-8" 4" 3-0" 4" 101, 1, 4„ 101, r 0 T 7" A iv iv CV 1„ o (V boost r- Qsr', C z SIN � 1'-1" 1" 1" GENERAL NOTES: AA 0 • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH c-A N dad d W:' o y o C'J-,C— e"') zc o �p co N m d '5T, o a _ co ca CP o� ?'a R® C A t? C) .►e N N O N M 6L7 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 8 IQ( V 0 O6 Ism N I� W M Q M V J zSzSz A. C W 5 i J LL C0) Z 13 C, oILL VL A CL 1% O m W ILWcocp z0co Q' z (Ij O U 0Z �Ja ❑ ❑ ZN M o g Z ¢N Z o Q J— c%i N M Z a U _o LL .1...J M W r_ Ii 0 N LLJ .a co U c W � L4 p 1 ill U a N c C0 �Q O w M M �� o z Q � E E C)Z® Z �.1 T N ¢� oa 0w5 W. �U O E C:)az N Ep o ¢ wz WW C Y Z - � -� �o <. Qw 1Z o z g d LL F U � W Q� 1 o C:) (O u! 0 C O L J o N Q 0 T CIO O C)Y mg C\1 m m aCi O N N r < LM T (Yi 6 z co z E T' N m c U _j Q p 3 JOB NO: 22-06466 SCALE : AS NOTED SHEET NO. F1 11 it, _T - - I-1I. , 1111„ ! u:...lo I. 1 ,�. 'u i L.�; ix J _ fili �f Rim .G1fu e1 , i , �oiu I - f - - v3 x a m -d- to rP CID cn O O 0 I S m rn `ci t v V) M O CD CD C) 0 I to ID C Cr rn C 0 cr a N G- E 0 x v N i I% 0 O 0 v y i 0 v J a2 N N w3 0 0 a. 0 to Cn m v ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 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 LIL 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. I ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FE7W.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 P'4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I-.O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;Q% EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FEN PUSH BUTTON SWITCH (OPTIONAL) F0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TO2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 0 ELECTRIC METER mpg ELECTRIC PANEL __111111111�_j DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER #14 to lights & outlets #12 to appliances and GFI #10 to WH #S to Range #6 to HVAC 200=4/0 in 2" Conduit UNDERGROUND IlDis SERVICE BY POWER CO.----_ INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. S C.M Wj A� GFI PA F.,, CAFE V 112tr AV PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER OWNER'S SW� ITE 1 N � / ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE / u er, 1 '1 I���• I / I ' I I t I I I ` I )\ FAMILY RM 1 I G I ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE I U.C. OUTLET FOR DW I U.C. OUTLET I � i i GFI GFI C----------- GF F- -� I 0 / a � D- - / / ' INK / DIS 'PENDANT AS PER SPECS - - / 3 teFI : teFI DEDICATED RECEPTACLE H.B. FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM �FLM4 MA law Irlop 1 VERIF METER LOCATION WITH BUILDER W H.B. r—I A GFI W IRRIGATION VERIFY LOCATION F GFI @ 44" A.F.F. Dw ELECTRICAL PANEL O 1 I I I 2 CAR GARAGE I I GFI FOR GAR. DOOM GFI GFI @ 44" A.F.F. I I I i I I i L---- GFI @ 44" A.F.F. ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" C'J C`4 O eo CID �14 • ea CP ;- y C* N-: fifty 0 .dr cu cc Y 9 ���� �s �o o... v 0 N N 0 N c� 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. H E 0 0�_� ti 0 •. NCIO M aj a) V LL a Ju-LL d UJ Z L-'SS m o- o IS W W P-0, W Z co N to Q ILW Z N O U U 0❑ z QQto z o Q J M N z � � o � � N LLJ 'U o a O LLn W •r,. J E p m ! r C) o d ¢ N C e ® 0 m o of M M z o Z 4 � cE w� Wo Zo Z r1 E ° to B X o 0 OU Z N (0 oa <Z �w 2 L ¢w0 ¢ p a m i (6<Z NZ oY U p O� Z _ J N m Q W Z z N IT - 0 z a0 Q LL �w W 3 <.0 aLL �G 3 o < �o O c° v o� F o- O to LID LI ! m C N Fes- _M � '7 C 0 Y W m L,1 r ¢� � tV r CV a) E Eco ° E a v _j a o JOB NO: 22-06466 SCALE : AS NOTED SHEET NO. 4 - -- Q� 3 m i- rn u•> LO v v cn 0 PM M O J cp O ai Ln L ar V) O c(S O I A L O N O rn c T H Q N d E F"C• C O L v C U fA U 0 a 0 •U N N LO hi 0 0 a cV C'V O LO hs Q a ROOF PLAN — ELEV—B1 SCALE: %4"=1'-0" _ o C %2-r— CO b d sl> Q cc W Q c E'. CS ,•.4. #.. � "e"" BSI `a MaE 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. MM M a 'b o C. N N N 00 A 05 r , M coo 'I- NS J ca 2 # W Q ca U SZ w W ,n J LL d LU a-Y m c13n •� CO�`L N R1� 5 W U pjO' m w I LL�_ M Z Q J U ¢ Z U U) W a❑ (D � O Z O Q Q J d � -Np (.D 'C W �J O u- i—u (!i � m U O p� p WLn CND.. U — m � all r N � Q .0i o N rn e o cp J w M CI) 0 J Q 8 E *� o0 � z0 ❑a V (a 40 XU Uw 00 0w CL CDQz O¢ az � C: z U y0 o 0' Z Z co J QW fn _ 3 � Q 0 O w Z0 a W F-� O OLL JZ =F X, Oco wFG- w zI¢ �O aF 0 O 12 C ' n L / ' ^ y ! rn Q C� CL CM � � co O U).1L W m L 4-1 a--+ N N � Q U') T E E M o z z E E c Cl- U 0 Q J JOB NO: 22-06466 SCALE : AS NOTED SHEET NO. 5 i � � i 1 .1 fif II I'I'�.' I �51-f.; i. �I�i iT'� Gli I - II`. all nlil''i'I41T 11:.ITIFF:;�I I lYi,iTT._ I CM v m L N a rh 0 J to cp 0 rn LO L 0 0 J C) 0 I A to ro 0 .o c 1Y 3 Q N N a E N %y N E O �I y .o 0 0 01 6� LO fi N L A O d 0 M to 0 v C C d V-6" 1. 5'- 6'-0" TYP @ 1 STORY U.N.O. A S3 fs� 6-0" 6-0" VERIFY METER LOCATION WITH BUILDER 15`-0" V-T 3" 8" 1 -4" 0. T-0" t H.B. i (----------+— --- _: �— ,—.—.� ---- —T: — VERIFY LOCATION— ELECTRICAL PANELVERTICALS (2) #5 REBAR w 7in �. BUILDER TO PROVIDE FILLED CELL I 2`-6" APPLIANCE PROTECT ON I ■; ( ; : I : WHEN REQUIRED PER I FBC 35L4" 20'-6" M2 I N I 1 ,n ♦ I: K © J CV I T EDGE OF SLAB 2" r t ■- ( CJ :: .GJ I : BEYOND WALL CJ I o zo — — — — - r' 5- 3" 1'-10" 3'-6" II �N r ri rJ I . o N �r (2) #5 REBAR I _------ ` od :: �` ± — — I (— I VERTICALS w/ in - I I OPT. WI I I OPT. D ! -3 1/2" I M FILLED CELL 2'-6"x2'-6"XV-0" FTG G W/ 3 #5 E.W. r �—.—J I L� J II 1 L----JL--- SLOPE ( (2) #5 REBAR ` I ^� ( ;;; 2'-6" x 2'-6" x V-0" TYP @ 1 STORY I `' ill I • AHIJ ( I VERTICALS w/ in ( W/ (3) #5'S E.W. U.N.O. A ici � • : ( SK3 CC S3 FILLED CELL U? T S3 I — — — --t—I — / CJ _ . ..... ...... '.'.'.'.'.'.' .' _ _'._'.'_'._'_ (— 25'-102" /�/ 9-51 g 2'-6"x2'-6"X1'-0" FTG 5-3 /i/ W/ (3) #5 E.W. MIN 3000 PSI CONC./ �/ I Cl)-1/2" CD INDICATES FILLED CELL w/ 3000 PSI SLAB FOR HERNANDO / / / PROVIDE Y2 ` x 9 Y2' U'' SLOPE I —� S3 2 #5 REBAR O CONC. GROUT FROM FT. TO BEAM COUNTY ONLY / i RECESS FOR FRT. OR VERTICALS w! in W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 P%I NC TOP OF CONC./PAVER 0 BE 4'-8" I T-8" 4'-6" FILLED CELL I TYP ALL PLACES SHOWN SLAB OVER 6 NU%�SQUEEN 0 4" BELOW FIN. FLR. _ ■ HOOKED FTG. DOWELS 5" EMBED I VAPOR BAFjF7f,E'�2 I ........::: W/ 25" EXT. ABOVE SLAB "GRADE 40 :�' :::: 7 ' " t_._ STEEL" ---. --- 4'-0" / 16'-10" 12�-10" o STEPS AS — 10 104 v REQUIRED PER FIELD I / / / I i / // KITCHEN ISLAND LOW WALLS III 4 III OPT. 1:: ' ......" . , . CONDITIONS ■ • �� REF, �: � • —I— �J— CJ. • GJ --j � ■ — / 1 PROVIDE 1 Y2' RECESS / / I — — — - — — — — —�— — � jjt�I— — — — = _ — =_—— _ — _ CHASE TO ISL�ND - � — � — — -I— t-- _ — — '�� " I l — — — TYP @ 1 — — r FOR SGD. REFER TO I (� f 1 STORY U.N.O.. L S3 I MASON'S SLOPE FOR I I D.W. Illi �� II �� III J�= 1�— I y' :: ' ' flit C A `~ in ' c14 60 I M WIDTH I �L _ _ _ �_Ll_ J — I :: :: Ilj S3 Lo to / / / / 16-0" — SINK / DISP01-01, 2'-94 6 -10" ..... I IP ■ ■ � / i/ I I :: I �HVACCHASE :: � I I1 0 ( o -p �/ BASED ON LOCATIONA `h fC, I od /•-.\: • � V . ..� �i.=J � • ♦ r ♦ e r e e r ♦ ♦ ♦ r ♦ r ♦ r e r ♦ • r r e ♦ r ♦ 66W TYP @ 1 STORY U.N.O. A S3 5-10" -10" I. 6' AI 2'-1W? 1 5'-11 FOUNDATION PLAN MONO - ELEV-B1 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 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN -5 u)] 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 w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" o CD 6f/ p.R Ci v a C" - Aw, A v go 4 all 's CN t- s '�a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. IL E a 8 pq 0 Wh � a) ccm Vf N mf tdo r Adak•i �C140 O u- W -j W LL 0 Lu -'Sc rn o z m , o W t 6 0)m � 04Z a N OU 00 , W [30 =CILMi M N Mo O O z � � U, N — N M C� o ` -J LL Cn W N •U O g N �Lnl � N l En En o'•... c 4�— J E �= W. Q N 0i ®to, S ti M zz w z ZR Ll E. ® E: O S w❑ Q O g �ry ¢N 2 0 oa U CU �O UO O< O E N 04 az az . � Cn C .. �. J z y O O o 0, Z !- }Z U) > Q oa Z a0 U 7 ao o 0- w� 'O � a zla 0 O C O U') LO v Q1 cc CL cc C4e) _M M O m m LO �— Z 0 04 N 0) O N r C3i '`�• M r In 4) m � ( N o z z Ea n U ¢ p c 3 JOB NO: 22-06466 SCALE : AS NOTED SHEET NO. 6 , rn, um• a I I'All 1, 11, ll lilt 11111 kPIA Ill F 9 S m rn L0 u7 V r•7 0 J co c� 0 I N m L0 2- cn W) CD 16, 0 ra O CL LO r) 0 c 3 iJ N N v a E E 0 S L C c J h N L;__ O U 0 0 U V E 0 pO J N 0 r ai O d O a CV N O tz L0 S ¢ v cn ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft BIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH ,XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.G. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %s' EXP. 1 (2%6) or t%32" EXP. 1 0y6) TILE: t6/2" EXP. 1 (3y6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %$' x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2%" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE I USP MANUFACTURING, INC. 0 CONNECTOR SYP CAPACITYSPF FASTENERS A META12 1420 9 - 10d x 1 1/2" 1875 (1)PLY CONNECTOR - - — SYP SPF FASTENERS T HTA20 1 1870 1585 1 10 -10d x 1 1/2" A (2) (2)META12 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 1.0d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" 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 1 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS_ 710_0_ --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1061-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2,5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 112" HUS28 2950/5090 - - 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 1 3965 1 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 1 4175 1 122-10dx(1)5/8"ATRw/12" I EMBED wl SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY LGT2 14060-M 3770-F13500-M 3240-F LUGT2 13100-M 4520-F 131 00-M 3800-F (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 1 680 570 (20)10dx 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (6) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**) INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER 2 PLY CARRIER xCONTLEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-131 SCALE: %4"=1'-0" C%4 m ;P u� s-e o fa m c, b 03 ' 0 � � A ;t �S ., �. J 4, a.• a `,< (awJL 'Cr r TA r .�j=w� g Sa r„�y�F�S�13•r tt ttyk���j� �viAiY�fZt 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. H o E $ a UN N 0 (n In65 0 # Mu, �r.r`:R J 1I/ ch 0 2 LL N 5 u W 4 /1f J V � LL � 13 Z m g 01 1 rn iy :2 . 0 CcSl) N 0 'rz i 02_mrn W m W J Z Nz Q Z N o U 0 v M r Z N pM Q O z Q 4 a J z V V I(j) v ( a LL w � U 0 w N � N �N r— to (� U w J E { = t � U o N u) r. Q c o o c.0 M zQ o z z < U_ z o QN Q O E u w tc z® tca rp —o K o¢ o OU o< z O E a� z xz W z t CD L W o tip W g CIO �z m of z O G Zo U a R W 3 U W ¢o a� I� �3 o C)u ov ' aF za 3 L' n / � /� LO l4 4 «/ T j CO co C O O Y W Cn L0 4-1 QI O N o C:) � M LO r Q � T E C 6 Z f6 Z N T c m E a w c a U _j Q p JOB NO: 22-06466 SCALE : AS NOTED SHEET NO. 7 -i 7_._-I - -- fTT-.TiT Trif. F7 i GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe verticalload Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 81`441B/1T8F401B/1T 8RF400B/1T 8F321WIT FORM do GROUT SOLID iy <¢ o �LU O #5 BAR CONT. 8F 12-1 B/1 T (0 V' LINTEL DETAIL SCALE = N.T.S. F I E Emu i I � F Jul- F = FILLED WITH GROUT/ U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY -J 111 8F16- B/1T Q z "' 0 r � tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- 0 HEIGHT MATERIALS c-ii c precaslintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and W to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber 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. #5REBARALTERNATE POWERS ( MIN. i) REQ'D LEAR STEEL LINTEL O #5 REBAR AT TOP MIN. (1) REQ'D v 1-1/2" CLEAR a GROUT p Z� A < Cj C.M.U. ° 5 REBAR AT = vt w ° O BOTTOM OF a m z r O.'n LINTEL CAVITY w U OTTOM oadOZ REINFORCING ¢ ¢ CY ^ LL 7-5/8"ACTUAL PROVIDED IN LINTEL ZOZ 0 w n Q 5 �: ii D #5 REBAR AT B( JOMINAL WIDTH (VARIES) i» c~n � cur, a G v 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 cementitiuos 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 0 O 4'-6" LL 4'-6" LL O 5-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=V-0" e C-A o .-A w w ` _ g° m N cc © L. N Gcc to C7 N co=4' �...� L cc v e- c cc 0 �� �' of±IV `�• 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. V1 W E Q 'C ID r 0 7 W N cn04c0 M d' # u- s c w LL. LL o � Z -Q' = a �°o W W Cc 0 m w M Z IL 0L0 OU Q o Z W El z N M 0 co z � � J r M ci `o lL j� C� (� C) OLLJ $ l/i Y U W J p 8 S U o ¢N� • s �w y< Z M o 1, LA_ 1_ zp 0 0 � Q N Q Z _ aca o x col Q w� 2 0 O O C t NM p Z o a Z ¢ w <0 z r0 ZZ Z -C) 0 m <� a �z o go i2 0 N W W U ao oLL = =� J CD o < Z w 0 >° to za a 0US °O = LO QLO co N f�- M (0 r M J M CY) Cr 0 DO CO L-0 QI O 04 o O N T LO LO co�; z ca z M E rca v a E 0 -a U Q p c JOB NO: 22-06466 SCALE : AS NOTED SHEET NO. 8 M M rn -3 m -d- rn LO L0 v Cr Vol Z2 t2 0 J cp ca 0 I S m rn LO Iv 0 rn 0 Co 0 LO L0 rn 0 Q rn c 0 3 N 0 E v c i t� 0 C-)1 N U a� 0 i a c U J a� C� hi a 0 a N N LLO c 0 a� v cn NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE, 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS, 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPO SED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE. WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE, 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD, EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR, THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (RISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 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 6ITMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2. 3. 2. ALL RAILING AND GUARD RAIL SYSTEM'$ 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 14.2. 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: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4,1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 y" 3/a" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-l-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED WI CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4, 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4,4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0,148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI 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 wails. 3. irrigation/sprinklersgystems including all risers and spray heads shall nbt be installed within 1'-0" of the building side wall. P Y 9 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 bac l!I 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, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8• FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14• FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 14" 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. V+ , �W ; t+`p A,co>4 A!G �- _ c w .` „Q .•> N fl- t a, ' S cc w c cz c. CC tj el ee, p .N L-s /;;n dIat't01 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. fn W 0 E 0 co $ C Lo6 53 1 0) Q 103Z M 46 C J �- j ,LL.i� , aW -a a L Co W r :% z O , `0 `V 0 O �c 8�QjO' w W Z LN U U m Z�o N m Z 3 N O U ¢� Z 0 0 W 1710 z � M _ O o 0 z z � � ¢ a Q U) N N M z a--j O N w $ C N ws inV) CJ 1- J E B A � L U F c c000 ¢ N • _0 Ol o C.0 M o Z Z < LL. m p of wz a � Z® oa CU K 0 U - E � CVWZ� It0 aF o �U oZ dZ °' fo �Y o o z� Z _ c N N J 0 ¢m wZ. N o< Z Z ao E TW W v 3 <a QE Tk �� o cD a z 6 O 3 y O CO Lrn LO T .--•. Q M 0 � M j Cie) Y C,? C:) � M m LO <C O N I O N LO r LO T E coZ CU z = E s- il a o JOB NO: 22-06466 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING I'I ... I—'ik........... ......� . .......... :....... ... :: }.........I ..... ........... 16GAx1-1\2" LONG (3/4%1" CROWN) 8 . 1.. MAX. 16GAx1-1/2" LONG /4„-1" STAPLES @ 6 O.C. VERT BETWEEN ...... I ............ (3 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 0 O 0 5'-0" ¢ - 0 STUB -OUT FOR 1'-0" = o is 0 GAS METER 9 U o N oz • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR 4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 1114" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI8Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 6500s 1.8/1.7 ,,,rood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap AHOOK� STD. 900 HOOK BOND BEAM w ¢ CONT. #5 CONT. #5 �� BAR i CONT. iOM )UNDATION HIGHEST )ND BEAM ovf�v ocr•�tvt � t �r SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION "'INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" m ax. 4 max. A Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3} Leave 1!8" gap between top of filler blocking and bottom of top flange. 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 t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor coh rmn w/ In;A z N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack 'Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* --� �Z1 Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block) 10d nails SECTION @INT. BRG. WALL require additional consideration.- 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 6" A 1 2' ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 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 1Y2" 8 11-01 1'-111 1 2' 1-2'° V--3' 1'-3 9'-71 fi'-i t•' 2-41 "1 1 3- " 3 71 Arliy 16" joist 12 1 1'-3 i= 2-4" 2-11," 3'7" 4'Z" 4'-°5r-, m 16 1-0" 1'-1" 2" 1- 7" 2 3'-2 3'-10" 4'-0 57 6C' 72' 20 I'-U' 1-1"Z' 11�11V!-2" 2- " 8' U' 4,-C' 4'-10" 6-11"24 '-{)'°1'-1,°r 2'-g' 8 7" 4'- 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 2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION, USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web StiffenerFastener 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 I 5- d BCI 6000s® BCI6500s® 9-1/2" _,1 _7/8 1-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22) NAILS 1 THRU BOLT SIMPSC w/ (22) ' NAILS 1 R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12/ Plumbing META12 TSS INSTALLATION Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -1 I I — Nail with 10-10d nails. ' Install tight to top flange. SLEEVE THRU STEM 4 SEE PLAN FOR °• el FOUNDATION INFO ` 4 STEM FOUNDATION f GRADE—ovrArr OCC or nKr \ Filler block, Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. AV1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hang(e,doesn't meet height requirements 0.6 X Joist " depth i I -JOISTS BUCKETS N.T.S. <+ rvu 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 1 e .0 (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 TOP (2) #5's x 4'-0" —\ CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PVC OR SCH40 SLEEVE PLUMBING LINE q L 4 � '4 ' 4 -L-Y SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a 44' 4 4° G 4. 4. 4 4-1 I i— T� SEE FND. PLN. SIZE & REINF. C" o 1 _ as W 7 4- s M Cc C0 x w a- ' y CZ t y O 3¢�g d � E 0 Vk rb r•., \ N p4. Spy` 10 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. N h of 0 (0 U C. N C? 44 W at Q � � W o Z0 JLL� ui f 2 o i 5 '?a N r2 0 Z "z Z N C 0 U U) W ❑❑ ,a z � o z Co Iola z ti ¢ Q J r to M z (D a-1 (0 � W, U O o W'N w �in X In CJ LU map_ E r 8 ` V o N ¢ N 0 sm o Z z coo L r r_ sz E o � W o g Z Z0 oa (6 V �0 XU &a Ut. p �U O E O '0 zo o� a Z L CQG. ¢ O qz m rp zz z OY o Z z - v �m ¢w Cn 3 F z ao N oa U ao Nod Z =3 oJ Ilflflflflfl� O w 0 a L 0 LOrn L Q � � M :3M O ]C m m LN r Q N 0) I N O O N r L r � coy o Z ca C T c m 0 ui W a 0 Q o JOB NO : 22-06466 SCALE : AS NOTED SHEET NO. SN 1 L— oar :u d;�u�� . .,. ,i,', a �.cni.:,i,, , n r 01 m rr i v 0 J 0 I m IO v in 0 -¢ 0 0 J to I 0 ID N t� <n O Q a v 0 x v v i N U O 0 i a 0 U J N LO L °3 0 0 a 8 N a m v FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. a TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1 A r METAL PL. UNDER EA. TRUSS R903.2, FLORIDA BUILDING CODE CHAIRS (TYP.) cow/ WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER e SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE W ASTM _ -I I I I I m ° I I I I —III=I I= 9 1=�—lll 1—I I I �I—I - D7158-CLASS G or H, or ASTM I= I -I I —I o • I =III=I I=I I I=1' D3161-CLASS F, IN ' I —I ri-= l I I I 12 ACCORDANCE w/ TABLE (TYP)ARIES FLORIDA BL1L; BUILDING -1 1=1 11=IIIi—I IT- Ii II =i III=FI I - CODE TH EDITION (2020) I=I II RESIDENTIAL 8 INSULA ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR / GYP. TYPE X @ @ (U.N.O 1(O %" STRENGTH @ a " " " BLOCKING 12" O.C. w/ (2)12d TOE NAILS BLOCKING 12" O.C. w/ 2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR /$ GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ {10)10d NAILS x 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND c`' ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 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 @ 24" O.C.) 2 ATTACHMENTS 2" G Ur WWF OR FIBERMESH WWF OR FIBERMESH a G ELEV. -0'-3 1/2" z �31/2" MIN. �31/2" MIN. a a G ' a L 4 n 0 > > Q� 2x4 CONT. G A.F.F. p G r G 4 N , b e ° gmrm1/2"(min.)- 4" P ° 9/=31/2"(min.)- 4„ GARAGE DEPTH VARIES (31/2"(mt�i-4"00 7_5 ICI I 31/2"(m]n.) - a�'"-Tf—I _ 2 #5 coNT-4 () 4" 1'" 8" (2) #5 CONT. 4„ g GARAGE SLAB AT STEPKoo"B� U.N.O. MIN'TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc_",�@ K'CC SCALE: 3/4"=V-0" "3,) "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 _) co�Rti�� O SEGJ W/A HABITABLE ROOM 12" .N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs ��ti ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" OJC 10 MSN�o s 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY' coN 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 1U-0" (R302.11) PLAN INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR �r 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL SEE CC/S3 OR N LAYERS W1 TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8 THICK. K.O. BLOCK BOLT INFO. 5/8"x6" "J" BOLTS BOLT 10d NAILS STD. 90-HOOK (SEE DETAIL) 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " TYPE'S MORTAR (IF NO UP LIFT ON �° 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 6 1/4"x31/4" TAPCONS ) ^ () 6 x 6 W1.4 x W1.4 WWF OR 20"MIN. LAP [24"MIN, LAP] SPACE ANCHOR 5 #, MI TENSION SPACED EVENLY 2X PT PLATE #5 REINFORCING FIBERMESH BAR Q BOLTS 6" MAX FROM 6 x 6 W1.4 x W1 A N ARCHITECTURAL w/ (10)10d NAILS - WEEP SCREED INSTALLED END OF 2" x PLATE WWF OR FIBERMESH 2x P.T. PLATE o PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w o ° 1x2 PT WD FURRING @ 24 O.C. FINISH �'P ASSUMED FINISHED E ! _ u . p GRADE 40 MIN. F740kkSSii1'] a e __1/2"GYPSUM WALLBOARD GRADE �„ e ° z_ #3 & #4 LAP SPLICE�re ,.rDFINISH GRADE O0 [GRADE 60 MIN. Fa —I I o U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL � Cl) _ t, - 25" MIN. LAP [30" MIN. LAP] W CELLS (SEE FOOTING MONO SHOWN U - w , �_ FOUNDATION PLAN FOR CLARITY _ °O 6 MIL VAPOR BARRIER -� o• ° I �hErll =III= - R 1 7/8" FOR LOCATIONS - -! !- I �� #5 REINFORCING BAR I I —I 11= ITi =III II 1x4 P.T. BASE NAILER ) II -I i= z_ T -- II r 4"x4" INSPECTION ! #5 LAP SPLICE NOTE: p'° I I-lii i' _Iil1 e - 3114 BASEBOARD PORT AT EACH -I 1--III-I =1-i !-1III I I • D (-I I I =T *FOR BEARING WALL -i=I ; r COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR I= ill Ili -i III=III - III-1(1=Ili I'= D1557) TO CUT BLOCK OR POUR �_-= != 1-III= =1 =1 -1' 4" 1'-4" MIN PSI MAY VARY PER cn = _ MUNICIPALITY. CURB DUE TO SLOPE I' I; III—III—IiI—— CONCRETE SLAB W/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E W1.4XW1.4 WWF OR DECO FINISH 4" to 6" „ _FIBERMESH' BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4' -1 0 S3 SLAB INFORMATION, SLAB INFORMATION. L '- v I = - C0 _ r ° II 1II''00 6x6W1.4xW1.4 ° 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR ,/ �r I min.) 4" BARRIER D �l D 4 m .12 'v GRADE COMP. SOIL. — ° N _ Q � - I •.° (COMPACTED TO 95% _ �=� _ I I T[T=TT1= TI [ - _ _ _ -- -i i I-ITI-r _ _ = _-- _ -(1) #5 REBAR w/ OPT. MODIFIED PROCTOR I— REEN ENCLOSURE ASTM D1557) MIN. CLR. -III #5 R CONT. 3" ON CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. O 4„ V-8" (2 STORY) DETAIL) ) MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT _ CONCRETE SLAB 14' 13" PAVERS O.H.D. RECESS z O.H.D. RECESS _E M � ' ' TI 1 I • • ' . ll - a , 4. 4 �T` pp. I I 1 101001 I .0 'll a ♦.' SEE A/S3 OR J/S6 LI I I--I�L i r FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR) ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. N T C0 . ... -4 V III Ill II I II I 1.4' SEEA/S30RJ/S6 _I�III IiI„I�(„ III fl�I= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3 ADDITIONAL INFORMATION. P.T. 2x :E��1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALA� INTERIOR . a -31 /2" 'i a a vn CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m a 00 `-1Tr- M 6 MIL VAPOR BARRIER`'iT� (2) #5 CONT. T 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" 14;4 i 10" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" �S3 VARIES SEE PLAN 1 1/2" RECESS FOR FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x • x CONNECTION INFO ° e SEE PLAN FOR & LAYOUT DESIGN - TOP OF BEAM ° - SEE ROOF PLAN - - - -° ° a ° (2) HTS20 FOR STRUCTURAL _E = �, ; ,II- r-•rn T;T1 M BEAM SIZE & rTf ° a =� CONNECTION INFO 8 T= T ... 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE c Q SEE TYP. WALL SECTION FOR ADDITIONAL j J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. o w W � COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS 6@ S.G.D. Ill M SCALE: 3/4"=1'-0" S3 -2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMNSILL TO PORTS &CH ATTAC�1/2" SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS = TO FOUNDATION PAD d -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 N T WWF OR FIBERMESH ° M _- - - - - 11=1T` w ¢ Ei Q U-0" FIN. FLR.� z � j w w I'� SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS CONT. FOOTING STEEL MAT REINFORCING. `-�' ' M 00 z 2 LU 0 Z = LL w o 0 W CA lL o o=1 ILL=I, GRADE _I I I h —_ _ _I a• III —i —IiI III III U I_ = Z • K • • `1) Q G, GI -- Lu = FOOTING v 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 '• 11 PAD REINFORCEMENT-] 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO, SEE SCHEDULE TAPERED COLUMN 1 �yc° 0 o y c C C6-4? N V,,,a N t� N m �. ce- 'moo- sa cc C2 t 0- ©,. tart tPC#��� �• " O Q��`OE'F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. d 8 � N C' (p r. 0 Q Nt`i� 2S2S � LL CLL Lu LL aJL uj r11ow� Z CC_ 6o _r W__Nm tN° Z a ZOU 0 W ❑O z z � � 0- N — N V) Z 0 N s LL N (� Lll � m V O u., N � N [D U g ;_ _.. U o N • N m IIIO o w Cl) M u ¢ o � Z ¢ zo aLL >� R <Q � 0 E U a= oC) 0. ¢� 0 wW LO .0 m0 � � _ U �m 0 zz Z v F <W Cn 3 S< a° (; '0 S~ Ill CIDo¢ 5~ a o C O 0 1 >(0 LO aT L (0 r- M J O � p Y Y m m LO r- } CN '� CV ` d� LO �-•— LO T N E iT M O Z Z E r a 0 _j Q o JOB NO: 22-06466 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 „ m LO v Q t2 0 0 J co cc co 0 N i m LO LO v cn 0 M 0 0 co co 0 19 1 a c O Q N N v a V1 E O S v c J LZ 4 v 0 UI v .a i a a c 0 LZ LU 4z LO 0 a N N u7 S 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)12dTONEAI MIN. EXTENSION FROM DOUBLE 2x TOP LS SPACED EVENLY EVENLY EXTERIOR FACE OF BLOCK „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 111124 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ + + STUD W/ (3) Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT J/ I 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A 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. CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. 54 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT d a 'a ° 8tt STD.90°HOOK 8 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES Ott FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE > 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 SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK e ° a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. sFF �Ao'� 'V 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 3 iARAGE OOR vvvnrnnvn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3 (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" 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. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 i�� HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL r_,N� Q SCALE: N.T.S. 54 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 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 N1 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 ( ) ujj O/C FIELD 'v ? a 2x TOP PLATE—/ 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24' (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° HTT4 w/ (18)10d NAILS (3610# SPF) ° o ° HTT5 w/ (26)10d NAILS (4670# SPF) °o ° DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145# SPF) °a ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (3075# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 2 1/2" SDS (4565# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 2 1/2" SDS (5645# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 2 1/2" SDS (6970# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (9335# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT ATTACH ALL J 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT W/ (4) 16d TOENAILS TO TUP PLATE • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. 1 MIN. 8" EMBEDMENT w/ WASHER & NUT NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD MIN. 8" EMBEDMENT W/ WASHER &NUT AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+A F= 2240 LBS �7�F SIMPSON C L P.T. ATE SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . 48.�PLICE STAGGERED 10d @ 8" O/C SIMPSON SP4 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 10( ST J , M TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 'ji c 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON r SIMPSON SP4 / SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE C ROOF TRUSS ABOVE /— 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. / STAGGERED A STAGGERED 2X8 P.T. BOTTOM PLATE ULI 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA, ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. n A a� o W W s., �vN g! v CD 1"1 01, 3 S�z" �, • e3 r. a .; sf r * aid ietd{Id[tEC41E%X 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 'T E 0 4 S ci N 6,- S 0 Q) co Co G N � , C! 0) & co v 4—C J U- W n 0 _j Lu —ern o 13 Z qo y o 2 It usW ��°'°'M du LO N Z ¢ It s ,n N O c� 00 W 0usZ a Ur M z a z Q � � a � - N N z _ (D 0 4--J /> U OW_ W o N CCi F- U w j " E I U o o ID® c U) 0 N 41 o w C")Z o U_ o E QO QN Za (O V tzo Up r6 N �¢ Q Z o< w W L wo ¢p 1, 4% (6 � oY0 -0 O � zCO J maw g to z F Z zo �U W S S U OQ ¢g a =F 3� � z W o -1 �� >0 a -ok ° C) N I� L.f)rn LO .--. a M (10 MO M O Y m L0 a--+ N o O .0 47 c i L O r < LO r m w o z z E`a o a 6C U a¢ p JOB NO : 22-06466 SCALE : AS NOTED SHEET NO. S4 �y LA SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 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 1 O/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 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. '� BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1OdX3' @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 Od NAILS @ 6' O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND f� NAILING SCHEDULE FOR SHEATHING DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2)10d EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED --- THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2 8 J BOLT 48 0 C (2)16d NAILS @ 48" O.C. INSTALLED PER MANUF. x @ 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" O/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" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x2114" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR _ ,- X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° Do 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 11 1/ .. (2)16d NAILS WOOD TRUSSES `� 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2 1 x 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT r (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4' LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2X4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL Dq OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 '7 ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 55 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 1 O/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 HGAMI OKTA w/ (4) tyqLti AND 12 O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR >__ TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL I LLB 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L— 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3 @ 4 O/C (2)12d TOENAILS NON -LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ,,.. --- -„ . , 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL 12 6.9 MAX. S5 LE SCALE: N.T.S. S5 GABLE TRUSS 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 — !— j——�I—�i CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. cC SCALE: N.T.S. S5 PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/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.) ("T SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" Of - T-O" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4°x1 1/2" SDS M1^ ^ vviv,. u�nrnvu - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 1Od NAILS @ 4" 0.0 TYPICAL GABLE TRUSS WEB -f SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/Crr -,j GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. mi 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 REQUIREDZ BOTTOM CHORD GABLE END BRACING 2) 'IT" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION CIA d .W 7 CO v c`-4 m- � Q e. c~ 5 c `✓ v C' a d d frk p b'i� Tf it iinta '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. 0) CO � U O v ) ;" C 00 N CD en 5 NMI # L_ Q �LLu_ LL a I _Z �1°' L O �Z�Z � T@ Qi :~ '- 5 O Z � N Z Q J Z N O U W pE] 2 N M ' 8 z o in N CD N z C c 0 u- 4--J U 0 w $ c Lnun c� LU J _ E — C i ul µ O N C U) N 0 o w Mm¢ M o 3y z U_ E wK -0 ZO Q N O E v ,_ z Z® ❑a L6 t- <o x o< LL1D 00 DU 0� O E N az wo ¢ 2z ttW L o �o -K m 0 OLL ZF z _ C a� yU m ° d a w g z CIO CID-� Z W oa 0 ao �w JW �_ ao Mj CDQY Co �t o� zla o- o3 0 W > CO LO LO c m r` Q C� � � M T O O Y .2 m co L n � �- O c) 04 ` �'^ LO V J E c o Z (0 N r T CU c Q ai L)J Q ❑ J JOB NO: 22-06466 SCALE : AS NOTED SHEET NO. S5 M 3 m �f- rn L0 cn 0 0 0 J C) O t N LO m 0 M 0 O LO v cn i N N v o. E N E 0 v i iu v 0 0 i d_ c 0 U N 0 Z. LO v 0 b CL N N 0 C 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. ' APPROVAL FOR CONN. ' ' 1x4 APPROVAL FOR CONN. 1X4 ix4 P.T. 3/16" 0 X 3" LONG "fi FURRING i ' 7-- FURRING 2 ROWS 3/16" x 3-1/2" ' 3-1/4" LONG X 3/16" 0 i% FURRING TAPCONS ( ) TAPCON. INTO TAPCON @ 16" O.C. & 4"E2X8 STAGGERED @ 16 1x8 P.T. FROM EACH END w/MIN. X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN.r" DRYWALL DOOR JAMB (REFER APPROVAL FOR CONN. / i' j TO PRODUCT 2 EDGE DIST, %/; / 2x8 P.T.PT. w/ (2) ROWS 3/16 x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. i'i (2) ROWS 3/16" x 3-1/2" ; ����� O.C. & 4" FROM EACH1x4 i , TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRING Z 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1063" x 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT @cy OVER SIZE DOOR -WINDOW ROUGH OPENINGS rC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. 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. r�E \_ 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)1Old NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" — SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) 2'-0° BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)1Old PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" #5 REB (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 NOTCH WEB AT +5� FIRST 2 COURSI ""' ­ ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED ' PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP 12 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 STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL INTO REINFORCING E. C 0 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 RR FU OW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 41/," WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L 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 I-1 I I I I I ff I TI-' T�T� II D — D ��- III II�IIC =II—, ' r1 F_r �r GRADE A cci D z �D A' \ A t (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY Of SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION 00 41* DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ! ATTACHED WALL SHEATHING TO tR ` ' AND NAILED W/ 8d COMMON @ U 2X BOTTOM PLATE W/ $d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD } O.C., 2 ROWS STAGGERED 14 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d YP.) ` FACE NAILS 10d @ TRUSS TOP & BTTM CHORD, D ( RT. WEB — METAL SEAT PLATE NOTE: "Wa ::71 LAP SHEATHING TO ® BOTTOM OF BAND JOIST TYPICAL AO ' +2,, NOTC F� @ FIRST COURSE\—SIMPSON/(4)1/HGAMIOKTA @ W O.C. ` w/ (4)1/4x1 1/2"SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" tHE ' ` ` _ TITEN INTO K.O. BLOCK :S FILLED CELL INSTALLATION('H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER — NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT T2x 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"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2x 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL—' SCHED. 2X4#2SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF CHFFT n,) ANI-1 SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8x DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN, 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,T - , FILL 1st 4 COURSES SOLID W/GROUT ° a: a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° a'' ..° OVERRAN .. ° 4� e. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" NISH ' #5 BAR p ' 1'0" ' P ° . .• ° CENTERED W/ g o .:' ° • . 9 IN TOP o KNOCKOUT/ 04 CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN ° AND SECTION DETAILS 1- CLEAN FILL DIRT Z ° STANDARD q 99 HOOK N #5 BAR IN r • FILLED CELL, STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. RLAN AND STEMWALL DETA SECTION DETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6 EMBEDDED INTO EXISTING FOOTING DRILL 3/4 x5 MIN. HOLE SET BAR IN EPDXY I jj EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. CY 90 N ' ca �'v, , dam'., `-•° a7 ac Q: X3 co v o- pp N •'. F� e 4 �0 `�y./, C. B/u f 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, d E 4 o Ng o 0 W��,co ak M c50 2 C J lJi LL C103fn 14 5 V J LL 5 a - a a, � W L � v (6 N tD �ZyIL lu 0 ILZ � M Z Q `r� N OU o Z 0 W ❑❑ N M o00 g z N z o � � — N N z �v U CO u., � U 0 w g c� LIJ mapJ E _ m U o y m 0 C ® A ¢ N �� ca W z M M N �� q Q O g >a 6 N Q E° Uj <_� �® 00 O oa U O o< O E N ¢°z o Qo �z KM 00 C c z oY U m� o OZ. 0 , Z. z Q) J m ¢ �Z N Szz ¢"0 o¢ Z O <U W C S a U ao a mF F� a1 w <Q CD ;a aF OU I zl¢ 0 `o = LO LO m a H M � 0 j O Y m m LO r aI ate-+ CAI o 0 r N � �a r LO r E c M Z CU Z y E r a? @ CL a U J a c J JOB NO: 22-06466 SCALE : AS NOTED SHEET NO. SS 3 Cr a m `v < t2 a 9 co co CAD 0 I m L v 0 Q r2 M 0 0 t N i O a Y Q N a E H N x v J y a� r7 E D v U v 0 a a 0 U J Cq N LO 4: 0 0 0 a 0 0 4 v v� /1r%/1e%e% r1r% A /"%1w 1&'% r%r-T A 11 /T\/r% SCALE:NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 FRAMED RIDGE MAY B TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED ( w! MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH v ITI * IT 14 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT —TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 16B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� '---/—WOOD TRUSS -J J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B /--TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL AT 8'-0" MAX WOOD TRUSS SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT A A TA G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS --' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM c@ RAISED ENTRY MASONRY WALL 4 SCALE:NTS VERTICAL SCAB 2 x 6 SIMPSON LSTA18 w/ (12) 10d NAILS SIMPSON HUC410 W/ (14) SEE PLAN L. FOR CANT. #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w! (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE ARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION,j@ ENTRY r8 SCALE:NTS ��j SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDULE/PLAN M OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN SCALE: 3/4"=1'-0" FOR BEAM SIZE & CONNECTION INFO. BM. SPLICE OVER F-1 CENTER OF POST I SEE PLAN FOR /-6 SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) o° e CORNER SEE FOUNDATION Lt PLAN FOR MORE INFO A COMMON BM. ATTACHMENT ( �18 SCALE:NTS 1/ -bill" EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL s SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d 7__PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. • • SIMPSON LUS26 w/ (8) 10d NAILS ZSEE OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE:NTS 2x STUDS @ 16" O.C. SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ADDITIONAL 8d NAILS AT V TR USS RUSS NAILS AT BASE & SIMPSON OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING INFO. ATTACHED PER 2x BLOCKING BETWEEN STUDS 2x4 STUDS w/ SIMPSON NAILING SCHEDULE if TO TRUSS W/ (2) 12d TOENAILS SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL MORE INFO. TRUSS LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ SIMPSON LSTA30 w/ SIMPSON MTS12 wl (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. -- - -— (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TO FLOOR GIRDER TYP TOP & BOTTOM j BELOW @ 16" O.C.xx 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @FLOOR CONNECTION 22 SCALE: NTS �• MASONRY WALL BELOW: SIMPSON °•. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS UCOMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� SCALE:NTS PLYWOOD FLOORING LOW ROOF TRUSS W/� L (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS & SECTIONS, C14 , o d g, cc o o ' ��,�o�•c�, dlg l l lidllf/�r � J �® FLO RO�ESS%0� \`\11 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a) W �E a et 8 /a V W N 00 0y � N YI , '2 R J (♦7 Qj CNM "t Q J LL w CO J u LL a- 0 Z - �d d cc O t W 0 w Zam L U WZCC) Z0 ZONM ML . . < oOU 0 V M � N M � O Z N z o � N V) Z �o 6 0 LL 4- Cn Q m U 0 o L.0 N N (_ U J _ e L 15 U o N c Q Q Nco o w CO Z � E zo �'' >� 0o Z® Q O U H � a < 0 z� 00 �oU CL o E N ro L¢ U rF do ¢o U O� az �z � N C o Y m g o Z (`/i a� J iz > ¢ w Cn o as _ W U � �2 x JCO aF '_ to Ir Mw za $ o3 °O = In > CU LO Li J m � Q M :3 MO M CS O Y m 0° LO ¢I CN CV LnT r— Q LO T o Z E E C a c0 _j ¢ o JOB NO: 22-06466 SCALE : AS NOTED SHEET NO. D 1 3 v m Ln tn� O J 0 I x m -a� LO LO iv Q 0 15 0 I LO L0 I° v cn� r"- 4 E s 0 v m 0 0 i a .s a v N N 0 0 a. N N M L a 0 a m v to THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK2) e SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODEREQUIREMENTS 6) TOOLED SEALANT BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow Tor 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 S DO NO' BOTTO FLANGE FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL---_ PRODUCTS DETAILS TILE FINISH ---. 1/2" DUROCK----._ 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 o instructions below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU - 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT embedded in the adhesive layer) - for ease of installation and to _ minimize scoring cuts d 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) SLOPED MUD BED ° 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner ° VINYL SHOWER PAN 8. Mechanically fasten as necessary H SLOPE ° d „ a a WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING I (SEE DETAIL WP07) 4SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 1'4' PER PLAN 1'-0" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER a a a = w U U W LD LU Q W 0 r co WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. 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 NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water Si 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 RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. t, R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 1 wood -based sheathing, shall include a water -resistive vapor permeable barrier with a performance at least equivalent to two layers of Grade 2V V V D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Lem Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` `� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and PAPER TO EXTEND A MINIMUM 6" RELEASE DHESIVEASSHOWN) 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 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. ' INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in clutters. :LF-ADHERED FLASHING ,TCH HERED FLASHING 2 14 5 1 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP OP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER �a II era PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti 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 V,,-SF LATH 'ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1st 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 C®`s C'"A G, `. Gr .o V7 G c0 J 7� .o m o- to y , VN a i co, w n- '•.c c d40 A a o• o N O N M 0 To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 0 a 8 U 0 N c0 VLO 7 :A J LL N� dj M V �i J Co LL Z - a 0 CIL J , w a- rL 4 m c v r h o m W 0 C, hoc 0 5 W rn °' 0 COw Z NZ m a Z N OU W OD N (7 o g z z o < � J N to z 0 0 (� w a J O w o N Ly N C W J 8 zM C Q N (� CD w o J55tt V- 0 zo 0 0 Zoi Q N ZQ E oa I U X OU 0 0U , O E a a o WQ Q❑ it dZ Z W� a; L C,Oy z O z Z J z � w Z go o� 11 a �w W r0 00 WY r a0 °O LO LO rn Ct$ L (Y) (o r c cr 0 O Y m in QI O N o N_ T Q T- E E Z z cc z E r m c a -J Q o JOB NO: 22-06466 SCALE : AS NOTED SHEET NO. W P -r-----7 -------T r r i - -- Mounting Brackets (10 G,w i +1,2• X 41 d2" x 2-1 r 11 bil Cross Support (May be cut to III See Amhor Schedule Rig hit Bracket (16Gaii Bolts 10 "Dia. A32S Gal +Trpa 414 Self -Drilling Screws 14-5/ A/C Unit Sottorn Edge ilurricarte Strap Mpicol in front) Ilfl%liflL§ Front CrossSupport Self- kirlg Nuts Ima y be - a atto w) Left Bracket 16Gau # 14 self-Dirffing S+vrevirs iteru Brackets & Bali Cross Support Into AIC Una flottom Sias (Typical: 3 each We for hurricane used INSTAUATION INfORMATION SgxsrFie ussLliiasnrx cnuaisetltals arc r'ar'r +stir told Hurrrrjvta Hicrt� 3± T3mwisgAywhile goon "um Florida Department of Business &Professional Regulation Building Codas and Standards product Approval Application Detail Net at 1211612021 .IZ9A Entity or. Date. .Date Mde Paltalnd 292 .1i version Manufacturer C.i Enclnear& License Wadded By Vallell Submitted Fill Approval Aodoved Status Affirmation =0 Smart Vent Products, Ind, Michael Gra6em Hion- , N-. P.E Looh. Soaden P.E. 1211111 IVIII2020 lmil 02o Approved CMagory; Structural Components (877) 441-a368 PE73778 (334) 300-1000 SubC"'i Products Introduced as Resuft.erf Inro�smadYentcan New T.&nelagy Compliance Methock Eveluetfon Report Iran -a Florida Registerl Arclutact ors Licensed Florida p8i5wdriets Professional Engineer _ FJ��' Ruailty Assurance ADPrloyselfer Use. Approved for Use mow 0L4$kol Awl Product WII" Numhar IName Product Desorption Canhact Erokalion 0 In 111 Outside NYRI 9.0ttant F,-m, 1 SmadVeni Model#1540-510 Dual Function Flood and. Ventilation Vent 12r31R023 Yes Yea NIA +10DA100 2 SmedVegi Mode: #1540,511 Dust Function Flood and Ventilation Vent 3,0023 Yes Yea NA , +100biDe 3 Smanvent'Mode l#1544520 Insulated Roof Vent 12131/2023 Yea Yes 1 +10)f 100 4 8hwtViatModel#1540-521 n I-lat d load t F Van 121 inn Y- s es Vas NIA 1 e10000 h 5 Smar vent Made:#154oi 1t1&quti: Gasses Door Flood Vent 12r31l2023 Yes Yes N!A rVA 6 SmedVenl Made) IM544570 Wood Well Insulated Flood Vent 12)31/2023 Yes Yes NIA +100b100 SmadventMotlel K1944574 14.58quot: 0 not boor Flood Vent 121,!l12023 Yes Yes NIA WA Florida Department of Business & Professional Regulation Page i oI Building Codes and Standards Ih4JMl Product Approval Application Detail Cod Entry or tea. PA& Data Rental Dart Tv.. ver.iw aw-facturer Contact Errobrear.&Lidanse lyalidsiW By Validated submttad FBc Aopmval Awroerid Status Rallis, 2020 Draxol. Metals. lab. Jason Mlumate 2aciR. Finest Locke Boadon P.E. O6PIo/2020 OWS12020 0 12011 1e 101 Approved Category! Roofing 1502)303-1611 PE-7g021 (334) 31 BOO Erbcateaory: Mal Roofing lshumafe.�drexmar;aun complance Method: Evaluation' Report from a Florida Registered Arch@act ors Licensed Florida Professlonai Engineer ch aMv Asstrall Aooro old for use. Approved for Use Imoatt pIltswl &-o#. Product Modal, Number or Name Product Description Contract Exnlraalal Date In NVHI oyivide10i Resistant Prossure 1 preYel MHeI flooihp Systems DMC ICONS, DMC 1508E DMC 175S: DMC 2001 12/31t2025 Yea No -N!A +W-180 "MC 5V Florida Department of Business & Professional Regulation Building Codes and.Standards Product Approval Application Detail Page 2 of 4 1/252022 a: EntttJ er Ll t Dale Pendtna of 7,-e Ver� slop Manufacturer Contact Engf� g License Validated Is Validated Subm lttad RED Approval Approved "Shatu's Raylolon 2020 Tharmia-Tru Cotporatlon Steve aspsoLyndon F. Schmidt, P.E. Ryan J. King, P.E. 0411$f W 12±31III 04r2212021 35/0812021 Approved Categoryors Ext.RQ1 Do (600) 643-7626 PE-434M (819j 767-6W subcategoy Swinging Exterior Door Assemblies- jasper-h@thermb- Compliance Method: Evaluation Repprtfrom a m Florida Registered Architect or aLicensed Florida Professional Engineer FL;t#2S�4e8-R5'P1rnLuvtss. .. _.... '.. .. - . _ QuaNNAssurancer Approved for Usa Approved for l�rg Impact Desion Praduct'Medel. Numpercr Name Product Description Iete in HVHZ Otsldei Resistant Pressure 1 a. TherntaTru Hber-Cla..icand Smlpo4h-Star Nominal 6&#39;g-&queti mpact&quoq Opaque Composite Edge Filp rgess.Smgle Door IMI/2022 No Yes Yes NIA 2 b. Therrinsi Fiber-Ciawc. and Smooth-uRar th,l ing7outswhgi X rsnfigurebon) Nominal 6&#398&quotlrigoacf&quet Opaque Composite Edge Fiberglass Single Door with 12t31/2022 NO Yes Yes WA 3 c. Therms Tru Fiber-Glass:c and Smooth -Star Sidi3e(s) (In6YA ng/0utsving; XO; OXor OXO Corti uratona g Nominal 6&#3g 8'&quotlmpact&quof, Opaque Composite Edge Flbar9lass Double Door with or OXXO 121'3112022 No Y98 Yes NIA 4 It. Therma-Tru Fiber -Classic. and Srnooth-Star without Si lites insw(nglOutswing, XXm configurations) Nominalll.13 8quotlmpact&quot Opaque Composite Edge Fiberglass Single Door 1213112022 No Yes Yes NIA 5 a: Therma-Tru Fiber -Classic and Smooth -Stir inswirglOutswirg X configuration) Nominal 8&#3908quotlmpact&quot Opaque composite Edga FI berglass Beagle Door with 12131f2022 No Yes Yea WA SidelBe(s) (Inswing/out.ving X0; OXa OXO uni lens whfi a ) 6 f. Therma-Tru F1her-Classic, and Smooth -Star Nominal8&N99;0 &guarInlpact&quot Opaque 1213172022 No Yes Yee NSA Composite Edge Fiberglass Dpctile Dwr win or Wthout Sidelites. (InswingfOutslving; XX.or OXXO configuratlons) 7 g. Therrna-Tru Fiber-Cfasalc and Smooth -Star Nominal 6WIIliquotlrilpact&quot Glazed 1211 No Yes Yea WA Composite Edge Fberglass'Sugle Door il-vnncl7Outsvirg, X configuration) 8 h. Thernri Fiber•Ciasero and Smeotfi 6Si Nominal 68,031 &good rrlaactlilui Glazed 12131/2D22 No Yes Yes NIA Composite Edge Fiberglass Single Door with adeRe(s) (InsvangfOuisvdilgi. XO, OX or, OXO wnfguratons) 9 i, Therma-Tru Fitter-Classic'and Smooth -Star Nominal 6&#39;& &quoKlmpact&goof, Glazed 1213112022 No Yee Yes I Composite Edge Fiberglass Double poor Wth or without Sidelites (Ittcvvlttg/('iulsmng; XXrx OXXO configurations) 10 1, Therma-Tru Flbsr-Classio and Smwth-Star Nominal 6&NISquotlrnpact&quot Glazed 1211 No Yes Yes. WA Composite Edge Fiberglass Single Door 'InawingloutsvAng X•rnrr6guratlof)) 11 k. Therms Tru Flnar Cla la and Smooth -Scar Nominal 8&#39;0& uotlmpaot&qucft Glazer# 1213l)2022 No Yes Yes Ni Cgmt)peita Edg9 FlberSingle ingle Door with Sldellte(s) (Insvvin>Z10taf ling. XO; OX or OXO configurations) 12 I. Therma-Tru Fitter-Craraii and Smooth -Seer Nominal Sari 8pudt,lmpaot&qu0t Glazed 12/31/2022 No Yes Yes NIA Composite Edge Fiberglass Doubb Door Wth or vAthoutSidelites (InswirgfOutawm;g; )Gor OXXO configurations) 13 m. Therma-Tru Fiber-Classio and Smooth -Star Nominal 661 &quoklmpact&quot Glazed Molded 1211 No Yes Yes NIA Open Composite Edge Rbarg(assSmlte Door nnsvingfOutswrig( Xccnaguraaon) 14 n. Therma-Tru Fiber.Classicand Smooh Star Nominal 5ar139;8&quothnpactlil l; Glazed Molded 12te1/2022 No Yes Yes WA Open Composite Edge Rbarglas55mgie Door With Glazed A4oided Open Sldell (insmArKAutwiing; XD, oX a OXO o-dio.iations) 15 o. Therma-Tru Fiber.Clzsslc and Smooth.Star Nominal 8&#3g;8.Bquotlmpactli Glazed Molded 1213112(122 No. Yes Yes NIA - open Composite Edge Fiberglass Double.Door vAth or wthout G lazed Molded Open Sideldes (m.NAhgl .ZlII Xer OXXO dvntiguratil 16 p. Tharrtra-7ru Fiber -Classic and Smooth -Star Nominal 88#3 lici-Itlmpact&qui Opaque 12f31f2022. No Yes Ya. NIA Composite Edge Fiberglass Single Door with Molded Open Sidelite(s) (InswnnglOuts ring- X9 OX or OXO configurations) 17 q. Therma-Tru Fiber4laselo and -Smooth -Star Nominal 6&#39,88quat,lmpact&quot Opaque 12131/2022 No Yes Yea N/A "rnposbe.Edge.Rbemlaas Double Door with or Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peed dl 11612021 Busies EMH.. w Did. Data PanNno ,fig MiLk Version Manufacturer cismac t3mmearB:Llcense. validated OW Validated Submitted FSCAdproyN Aooroved alladus Revision 2020 PGTlneuatr#ea Jens Fill -Al Miari$-Ce Seto-CEIt Mlaml-Dodo SCCO -VAL 11/1.S020 10201 11/1 Approved Category:. Exterior boon; 1941) 48a-0109 {786) 315-2590 suhCetegary. Sliding Extend Door Assemblies Ines-ki@pytind-tisto Conlpllance Method- Cardflsaton Mark or Listing e-ea ProdurlMMat Number or Nam. Product D-aerintiaa 9" BOD.557a {Fares Missnq Impact) Vil Vidng class Door Aoprovedfor Use Impact. Dutsltl, HVH2; R,Fhri- Yea Yes May 27, 2022 PF a [ CT APPROVAL 50`PECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913721 please provide the infbrmatialn and approval numbers an the building components listed below if they will be utilized on the construction project for which you are applying for a Category/SubcategoryManufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IFiber-Classi A• SWINGINGThermaTru and rho h-star �l hl-II�EF"A FL201.1 -�67.0J-8�`.8 12131 �"2ti2 Therm aTru Fiber -Classic and Smooth-Star(IMPACT) FL20468 +87.0/-67.0 psf 12/31/2022 Th+ermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/ 022 B. SLIDING MI Windows and Doors Series 420 FL15332A - FL15332,5 +40.01- 0.0 psf 1 1311202A PGT Series 5570 NOA 21-0205.03 +38..71-38.7 pis 4/1412026 C. SECTIONAL Wayne -Dalton Series 8000/810018200 #1105 (8X7) FL8248.3 +31.01-3 .0 psi 12/31/2023 Wayne -Dalton Series 80001810018200 #1123 (16X7) FL8248.10 +30.011 ps 12/31/20 3 Wayne -Dalton Series 800018100/8 00 #1124 (16XI FL8248.11 +34A1-38.3 psi 12/31/20 3 D. METAL LC�:UVEREL� DRS .. Curries Division of AADGr Inc �607�7071727„7471and 847 Single Psi o s Pairs of Doors 1 7.1 FL 153 N/A s •ns sht (see r t � 1213 12025 1 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/iii psf 1018I2023 PGT Series 5500 FL239.2 NIA 7/3012025 B. HORIZONTAL SLIDER MI Windom and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/1612024 C. FLED Mi Windows and Doors Series 185 FL15349.1 +60.01-50 0 psif 413/2023 PGT Series 5520 FL243u5 NIA 4/3012025 D. MULLION MI Windows and Coors Series 5764 FL15353.2 NIA 12131/2024 PGT Series 5500 FL251.1 N/A 5/26/2026 E • OTHER. 3. PANEL WALL James 1-lardy Building Prod. i Cemplank Lap Siding and HardoePlank Lap Siding L 9 . - FL1319 F 131 2 1 2 2 A. SIDING NIA 12/31/20 3 2 E. SOFFITS Aisade Solid and Vented Vinyl Solt FL15272.1 FL15272,2 75.017psf 1213112023 AlphaAluminum, Inc. Solid and Vented Aluminum SoMt FL16544 R5 54m21542 psf 7130/2023 C. OTHER 4. ROOFIiwIiG PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12116/2022 B. UNDERLAYMENTS Tamko (for Shingle Roo# 151b Felt Underlayment FL12328 Ni 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLIYSTiCK TU MAX FL5259 N/A 12123/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Oft Ridge Vents FL18918.1 - FL15918A Ni 9/9/2028 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 LomancoT Inc DA-4 Exahust Vent FL17202A +97,51-97. psf 12/10/2025 E. ROOFING TILES B oral Tile Villa 900 F L7849.27 - FL7849.28 Nip► 12131 /2025 Boral Tile Saxony 900 FL7849.15 - FL7849.20 NIA 12131/2025 F. METAL ROOF Drexel MetalsT Inc. DMC 100NS1 DMC 150SS, DMC 175S_r DMC 20051 DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A . STORM PANELS Global Protection Products Galvanized Steel t rm e e s al I Storm Panels 50 1 - FL15076i 2 FL1 7 NI A 12131/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17859.1 NIA 12/3112022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn• see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATS ITW Building Components Aipine Truss Plates L19 F 99..1 - FL1 999.4 NIA 12/31 /2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL.2197.5 Ni 12/31/2022 C. ENGINEERED LUMBER ..sir Weyerhaeuser m Board, '� PSL SL Rim r r L Lr 1 L - FL;8527.1 FL5527.5 N1 A 3/31120 3 2 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 2+0-0830.15 NtA, 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5125/2024 Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards t 252oza' Product Approval, Application Detail C292- Entityar pg ,Date oats Pennine 2g Tvi Version Manufacturer Can Enaltieer &Lleense: Validated By Validated submitted 1-80 Approval Apmyed Stattis Revision 2020 Thermal Corporation. Steve Jasperson LyndonF. Schrredt P.E. RyanJ. King, RE. 07123l2020 07)42J2020 07J2912020 101,13,2020 Approved Category: Exterior Doors (800) 843-7628 PE-43409 (813) 767-6555 subcategory: Swfngrig Exterior Door Assemblies slaspersom@thermahu.co Compliands Method: E Ihvsldon Report from a In Florida Registered Amllted or a Uceneed Fiords Professional Engineer 1�R3PrbduM_' CLrality Aasu rants Approved for Use- Appreyedfar Use ImpactDeslan Sep# Product Model. Numberor Name Product Dasorl Pi Contract Exolratlon Date in NVH2 Dlrlside.Hyi Resistant Pressure 1 a. Therma-Tru Fiber-Csssioand SrloothStar Nominal 0809 8 &quotlmpact&quol Opaque 12131/2022 Yes Yes Yes WA Oompa iio Edge Fiberglass Shi Door (Inev4nglOulrt+ing; X wnfguraI` 2 b. Therma-Tru Rlc ber-Clau and Smooth -Star Nominal 8&#39 8 8quctlmpact&quot Opaque 12131/2022 Yes. Yes. Yes NIA Composlie Edge Fiberglass Single Dparwlth Sldel'RaW (InavrirrWOutsMng XO, OX or OXO'. conriguratrona) 3 c.Therms elper-Classloand$moath-StaY Ngminai6&#3g;8-&quot;lrnpaxx&gunY.Opaqua 1MI12022 Yes -Yes Yes WA Compoede Edga PlipwSlasa Double Door with or yAthout Sldeili jimsvaingfoutsvving, XX or OXXO configurations). 4 d. Therma•Tru Fiber -Classic and Smooth -Star Nominal8903" &quot,impactilquot Opaque 1273172g22 Yes Yes Yea WA Composite Edge Fiberglass Single Door 0 riwAngloutswing; Xconfguration) 5 e. Themla-Tru Foes- ..I. and Smooth -Star Nominal glil g Squot,impact&quot Opaque 12I3=22 Yes. Yes. Yes NIA CompoaiteEdge Fiberglass Single Door with Sides 1e iEzane/Outawing: XO, OX or OX0 opnfigurations) 6 f. Thernmi Fiber -Classic and Smooth -Star Nominal l 8&#39;0 &quWrinpact&quoi Opaque 12/ 1/2022 Yes. yes Yes NIA Composite Edge Fiberglass 17ouole Door With or Without Sidelites (InavvingJOutswirrg XX or OXXO configursilona) T g. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&li &quotimpact&gi Glazed 1213112022 Yes. Yes Yes NIA Compostte.Edge Fiberglass Single Door nnswrg Outswing; Xwnfrguration) 8 K Themta-Tru Fiber-Classio and. Smooth -star Nominal 6&#39,8 &guar Impact&goof, Glazed 12/31f2022 Yes Yes Yes WA Composite Edge Fiberglass Single Doorrndl S callte(s) nnslMng/Outeving, )(0; OX cr OXO conftp urations) g LTnerma-Tru Fiber-Olesaioand 9mcpth Seer NaminaI ift 'g gquotlmpack&quot Glazed 12f31f2022 Yes. Yes. Yes N/A Campbslte Edge Fiberglass Double Door whin of Without Sdelltes (InewinglOutsvatl g XX or OXXO ognfiguratlona) 10 j,Therhil Fiber -Classic and Smooth$1ar Nominal 'Si .8,quot,lmpact&quot Glazetl. 1W3111022 Yes: Yea: Yes. NIA Composite Edge Fiberglas. SrngieDoor (I nsw+ng/Outswing-X configuration) 11 Ic Tharma•Tru Fiber-Class#e end Smoottr-Smr Nominal8lii aquctimpect&quot Glazed 12131'/2D22 Yes: 'Yes: Yes NIA Composite Edge Fiberglass Single Door vAth adelite(s)(InsvhnglOutaivin0; XO; OX or OXO. configurations) s Tru 12 I, ThermFiber-Classic auto Smooth -Star Nominal 88i#39;0&quoklmpact&wot Glazed I?J31/2022 Yes Yes Yes NIA Composts Edge Fiberglass Double Door with or withotrt Sidelitee (inamngl0utwAng; XXor C)XO configurations) 13 m. Tnerma-Tru Fiber-ClassicarW Smooth -Star Nominal 6&#391&qucKimpaG8iquot; Opaque 12r31f2022 Yes Yes Yes NIA CompoalteEdge Fiberglass 9ngle.t3oor with &quotNarimpac goof Sldelke(s) pnswing/Outawing; XO, OX or QXO ocm%urations) 14 n. Ttar herme-Tru Fiber-Cli and Strop Nominal 6&#39;8 &quotlmpact&quot Opaque 12J31l2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with &quot;NonImpad&quot: Sidelites(Ins rot(3utawing; OXXO oonfigurnali 15 a. Thermi Fi ber-Classio antl'u1'rivatill Nominal8&lli aquotimpact&qugt Opaque 12131=22 Yea. Yes Yes NIA Composite Edge Fiberglass Single Doorwh &qugNIm&Sidelitei onswngXQ a - or OXO conflgurramoi 116. it, TherrrwJm Fl per-Classioo and Smoci :8tar• Nominal S&wag,p-&quotlmpeot&quot;,Opacl 17J3112022 Yes :Yes Yes Ni Compo altai Irlbarglas Double Door udfn &quot;Nor.Impad&quot Sitl=-1-1(lnswrV1Outsufrg;. OXXO configuration) 17 q. Therrria Tru Rber•Cla.sic and Smpgth-Star Nominel6"111&quok Non-Impa rSquok Opaque. 1W31/2022 Ye. Yes No WA Composite Edge Fiberglass Single Lidos (Inavingl0utawing- X configuration) is r. Therma-Tru Fiber -Classic and Smooth -Star Nominal dliki &quotNon-Impad&quot Opaque. 12/3112022 'Yet -Yes No WA Composite;Edge Fiberglass Single Door With Sldelitai (InsiAngioutev Ing; xO, OX ci configurations) 16 s. Therma-Tru Fixer -Classic and Smocith-Star Nominal 68# 9cluokNon-lmpacill Opaque 12I31f2022 Yes Yes No WA Compa i to Edo. Fiberglass Dou Odor with or Wthout Sic afters (Irisvinyl0uisiaYng; XX or OXXO opnngurallons): 20 t Thema Tru Fiber -Classic and Shnooth-Star Nominal 8&1 Squot;Non-Impactlki Opaque- 12131=22 Yes Yes- No WA Climlposito Edgo Fiberglass-Angle Door (InsN:inglOutrwling; X configunafron) 21 u. Therma-Tru Rber-Classic and Smooth -Star Nominal 89#18.quotNon-Impact!%gwt Opaque 1213112022 Ye. Yes No WA Composite Edge Fiberglass Single Doorvvlth. Sidelite(s) (InavdnglOutsvving; XO, OX or OXO conna'nailons) 22 v. Therms-T. Fiber -Classic and Sr 0,5'tar Nominal g&1139;0 &goof Mort-Irnpad&qua#; Opaque 12131al Yes Yes No NIA Composite Edge Fibeiglset Double Door Win or vAthout5 Bites Phem '/Outswm XXwO O u) I rg a XX n configurations) 23 w Thorma-Tru Fibm-Classo and Smooth -Star Nominal a&#i &quekNon-Impad&quot; Graaod 12131//2022 Yes- Yes No N/A Composite Edge Fiberglass Single Door (Insviingfoutawing; XcoMiguration) 24 )L Therma Tru Fiber -Classic and Smooth -Star Nominal 6&#3g;g.8iquotNon•Impact&punt, Glazed 12MI2022 Yes. Yes No WA Composite Edge Fiberglass .Ell Door with SldalW(s)(Imvdngl0utswtng; XO, OXw OXO .configurations) 25 y-Thee-Tru Flber:Ciassicand Smooth,St2:r Nominal 6&#39;8&quatNon-Impact&quol; Glazed 123172022 Yes. Yes No WA Composts Edge Fiberglass Double Door Wth or wfthoutSideutes (Inswirg/Outswing; XX Or 01 12f3l/2022 Yes Yes No N/A 12;` 112022 Yes Yes No NIA 12131/2022 Yes Yes No WA COnfigLlfRSana) Nominal Bililli &quotNon-Impadlike[i Glazed Composite Edge Fiberglass Single Door 0 nawfrg/Outswag;, X conniguration). Nominal S&#3g;0 &quot.Non-Impect&quot Glazed Composts Edge Fi bergiaae Sslgfe Door with Sideliibeii (I IIII ng/Dutswno XO, OX Or OXO configurations) Nominal 68J139;0 &quot:Nom hr4)ac1&quot; Glazed Composite Edg. Fiberglass I7cuble Door vgth or aAffiout Sidelites.(Inswrngl0tlt4wing, XXor OXXO wnfigurations) Florida Department of Business & Professional Regulation Pagei a Building Codes and Standards f 15r2Dzi Product Approval Application Detail Entry sir age owe Dale Psrcliw 21te T pa Varslw ararwfashmar Cumart Enterwv& LicIDrsa yaBdatad Bu Wida ird Submitted FBI Approval Aanowd Si ReMs4on 2020 MI Wild0es and Di Srem Silhnger Luis Roberto Lomas - Steven M. Urich, PE taffifi 20 401Qaf2020 10AW020 12JI512020 Approved Category: Exterior Doors 1717) 365-3300 PE 82514 - i 717) 317.8454 subcategory, Slldng. Exterror Door Assembbes .com compliance Method: evaluation Repo vorm a Florida Registered Architect or Licensed Flotda Prorerslanel Emile "(lidi Assurance Aobrow'tl for 04 Aogrowd,for Uas Imoaet D--Elgti 'am0 Proqud Model Number or Name Product oesorlotlon central Date. III HVHZ Outside Wig Nisi#tanl Pressure 1- 'SERIES d20 ALUMINU MSGD SERIES 420 ALU MINU M SGD'OXO 12131/2924 No Yes No NIA 1455 314Rqud:003quot, NON -REINFORCED 99MI 420.ALUMINUM: SGO SERIES 420ALUMINti OXXO XX. 12nl/2024 No Yes No N/A 9fi&qudpa0&qur%; NON -REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES420ALUMINUMSGD REINFORCED CAD 12nin024 No Yea No N/A 145314&quotxe8pquot; 4 S1 420ALUMINUM SOD REINFORCED SERIES 410ALUMINUM SOD REINFORCED by 12ni/2024 No: Yes No N/A XO.XX96&quotx96&quo; 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420ALUMINUIII SOD REINFORCED XXX 12,3V2024 No Yes No.. WA 143&4uuntorsci : Florida Department of Business & Professional Regulation Pei i sirs Building Codes and Standards 1 elzq Product Approval Application Detail 549E 1earl or gills li3IS 292 TVPI version Manufacturer Co fad shortest, &Uoeraa validated ay Validated Submhl 2 PDOAmoyat AtoprWM Status Revision 2D20 Wayne -Dalton, a division ofOvarmeae Door osvayne Koi John E. Spates, Jeffrey P-Amason, PA, 10/12f2D20 092prm20 102372020 1211[62020 Approved Corporatbn (33D)763-8121 PE-51737 (904)1321-5200. Category: Exterfor Door. dko Imgiiwayne-daltcn.c Subcd.R.ry: Sectional Esterbt Daa Asserni Om Complane.M4ihod: Evaluation Rapatfrpma Florida R.ghteredl k hlhad bra Lipari Flores Professional Engineer S.O R ' Pradn[t Modal. wmber or Name. a,aiifv Aasawpa Product Description Corarard EYtlratlonCate A . . . d for trial Aoaravad for Use In HVHZ oui Hvm hnoi Ra.latalx clastrin Pressil 3 SOOOr8100.'8100#1105 li Max width. l4&#39 Met he)ghL Gla.ho 12/312023 too Yes Yes +31.W-35.00 available In topor lntenlledi section 10 S00oB1001d200#1123 16alli axwidth, 14411 Max hall Glazing, 1218112023 rho Yes Yes +30,00433.50 avpllabb In top or lotemneerate Section. 11 80t)MION6200#1124 Iasi Max wldlh. 148#39 Mat hell Gazing. Imil2D23. No Yes Yes '3440138.30 aveaeble in top or w Intermediate swim. Florida Department of Business & Professional Regulation Pagel orl Building Codes and Standards 11512021 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 u2 Building Codes and Standards sro21 Product:Approval Application Detail Cod. EnHM or W. Data I P20rrdlrm Data ,Type Varvslon Manufacturer Comsat Errolneerd ucwrse: ljaadated l9v validated BuFnnitted FBC Awmeval Araovetl 3letus naval 21 MI 4Ulndxwsand Doors went Sitlinger Amerloan Architectural Ste -oh M, Uft,, PE 11117/2020 IVI7/2620 11/2712020 Approved Category: Windows JIT7 365-3300 Manufacturers Association (717)$17-0454 Subcategory: single Hung. 3s1t1ngrl®mr,'rtl.pUm Compliance Method: Cemlctitlae Malik -or 11911 dudb Assra(ance AOMayed fa use !,=raved for Use limited Oa(gg 3t9:A AIMmodeL.NLmber'or.Nama Prodtrct Descrlorlon Comreat Eliolratlon Dale In 1l outsl6a HVRZ $gg(gtgpt Proasure. 2 1955H 52X72 Flo9angi, Frame IGSG S hiple Hung,. 101082023' No Yes No ,W60. Lsmpta#ed Glass N a) Cn Cu U L Q o 0 •N c =3 CO o Q L O CQ O . ">^r3' W E 0 .4J � O t- ,0 ._ cn CD_cu Q a Z Z W J O i. LAJ W O {r C V N m X Li G o to CV t to C-4 to s{ GV � 3 co 03 d .+ 1W 5, C Q sir = t_ A N S7 E t� L O Cill E z /_ v _ CIO O L- CL O CL Q U =3 _0 L_ CL C/) V ICU m CIO W a z z Q J a SHEET NO. PA 1.0. 1 1111 1 -1 1 1 -9 11 1 1 . i'i. 2,.. I'L I �, ,i L F.-"- -.10 1..lii I.. I 56 : 11JA 1.11..#1>i.I I �, . I I ,. -I - 7 -T--FI I I I L 1 T 1_.-_t .I __ Florida Department of Business & Professional Regulation Building Codesand Standards Product Approval Application Detail Pill ads 1 0PZT22 aw ma�i i1s;: 1 � MENEM= 11 dic I ill I 1 1 !ill I ll;!,;:li Ili ill ii:li:lllllllllillllllllilillml!:, 1 ill ill all is i i R i I I I , i ill is i Ili FAMEii;:iii'' 11 1 I ' I � I Ili Homes= 2M EMb or ata 2M I plimisenifing 2& Twe version Manufacturer contact FAotheer & Licanse Validated By Validated Submitted IcSC Approval Approved Status Revision 2020 Tharnnial Corporation St.- Jasper- Lyndon F Sel P. F Ryan J. King: P. E. 10JO712021 MIBJ2021 1QM W2G21 12115/2021 Approved Category: Excel Dooks, (8DO) 841-702B PE43400 (el 3) 767-6555 SUbCategorf. "ri Sftf*r Door AssarribIwO sjaikipw-nothisnatru.- Compliance Method; Evaluation Roppitfrom a Th Florida Registered Archtcwt Or a Ljosmied Florida I-R! PrcfeOsMal Engineer isinductia - -. , ;� C � �­­ � I '�' I I I I I I � 11 � I 11 I I � - I seq# I �, , , I Product Model NumbercriName I I I I : I I Product Deicarlotion Contract Quality Assurance Expiration Data I I -- Approved for Use ApprocredlerUSe in HVHZ Outside HVHZ Impact Resistant Cesium Pressure 1 . TherrroJru Fber,Casslo and Smooth -Star Nominal fti liquo0on-Impapt5crul Opaque Composite Edge Fiberglass Single Door 12t31= No Yes No NJA 2 b, Themna-Tru Fiber-Clal and Smooth -Star (Inkvvmg*Ubl X configurantio6) Nominal fiki &quot;Nork-Impadiliquicl Opaque Composite Edge Fiberglass Single with 12MI12022 No Yes No NJA 3 a Tharmni Fiber-Dasslil and:Smooth-Star Sidaipa(4) 0n.Whg/0utksvviksg;`KO, OX on -infigurali.h.) Nominal Wl &quot-1,16th-Implusts,qui QpIcil Fiberglass Composite e4i Double Door vAth or 1213112022 No Yes No NfA 4 d. Therma-Tru Fibilar-Clal and Small -Star without Sidelites (I nsv&igiiOutsvvitig. XX or OXXO configuni Nominal 73#39,0 itclud.Non-Impac0quct Opaque Composite Ecilie Fiberglass,Single Door 1213112022 No yes No NIA 5 is. Therri Fiber -Classic and Smooth -Star (Inken(NfOutievving; X maliguraboti) Nominal 7&#3g;0 11,clubtNon-Irlipadilucluct Cl Composite Edge Fiberglass Single Door with sionsiall OX 1213112022 No Yes, No N/A 6 f Thermal Fllw-ba,skslo end Sincoth-Star , 0 mlywngloutswri X0, or OXO configundicirkii,) t'sorl mcia;oaquothion-impacuiqui Opaque 1213112022 No Yes No NtA Composite Edge Fiberglass Single Door (Inswig/Outswing, Xconfiguration) 7 ii. Theirl Filiw-Classic and Snaccith-Star Nominal 8&#38;0 &quotNon-Impardlikilquist Opaque 12131=22 No, Y. No NIA Composite Edge Fiberglass Single Door 4th Sidelfte(s) Onswingtoudevvill XO, Ox or OXO configurations) 8 h, Therms -Tin Fib-Clasksk, and Smocith-Sta, Nominal 6&#39',0&quotNDn-Impac*ul Opaque 12131 r2022 No Yes No NIA Composite Edge Fiberglass, Double, Dow wb or Without Sidialitens (Insw)nglQUIrWrillil XX or OXXO comflourabomil Q L Therml Fiber-Clckpsip and Smocith-Star Nominal 6&#39�8 4i,quotNon-jrrpao*uOt,,GIazeA , 12t3llX22 No Yes No NIA, Composite Ed®a Fiberglass _%ngte Door (Irkswrigtoutswing; x configurarpirn) 10 J. Thormi Fibar-Classtc, arid Smooth -Star NomIna(6&#3g5 4uotNkm_jmpaCt&quot:,GIaz0d 12/3112022 No Yes No NfA Compoel edge Fiberglass Single Door with Sdelfte(a) (I ravAing/Outal XO, OX a OXO vorrifiguratiors) , 11 k Themini Fiber-Classio and Smooth -Star Nominal 6&#39.*8&quotNonAmPskcdquot; Glazed 1213112022 No yes No NkA Cormposhe Edge Fiberglass, Double Door with or Without Sideftes (nswjng/OutsWflrI or OXXO configurational 12 L Therml Filber-Classic, and Smooth -Star Ncri 7&#39;0&quot;No,Impacti Glazed 12131 M22 NO Yes No NIA, Composite Edge FillarglosisSingleDivor hirdavyinglOutswing; X oonfiguration) 13 in. Tharml Filear-Classicill Smooth -Star Nominal 7&#39;0&quoi;Non­Imp2ct1qucl Glazed 1213112022 No yes No NIA Composite Edge FibergassSingie Doorwith Sidelitl (Ima1WnaKXAsvvirg; XO, OX or OXO clonfigulactions) 14 n. Themna-Tria Abar-Classic and Smootti Nor iai U039:0 &quotNon-mpacM,qL&, Glazed I2I3IM22 No Yes No NIA Composite Edge FIb6irglasks Single Door (InsAngiOutsi X configurcittori) 15 o. ThOnsil Fiber,Ciessit,and Smaxith-SIST Nominal 89#39;q&qucrtNk,n­Imp,K,t&qul Glazed 12I3112022 NO Yes No NIA Composite Edge Fiberglass Sil boor with Sidislite(s) (InsvringlOutswil XO, OX or CX0 configurations) is p thermal Fiber-Chical and'Smooth-Star Nominal 8&kk39;0&quot;Non-ImpakctSqUot; Glazed 12/51U2022 No Y_ No NfA , Composite Edge Fiberglass Double Door with. or Will $idettles (Insivirsti(Outswing: XX or QXX0 configurations) 17 q, Thermal Fiber -Classic and Smooth -Star Nominal 0803g:88quottion-Impal4quick Opaque 1251/2022 No Yes No NtA Cornposite Edge Fiberglass Single Door with Transom (I rl n9!OuU,Wng; OtX configuration) IS r. Therm.-Tru Fiber -Classic and Swtnh.Star Nominal 89#39;8&quckt;Non-mnpad&qul Opaque 121$112022 No Yes No NA Composite Edge Fiberglass, Strip I. Door vAth Sid elif,ii and Tneril (in ... i1rigio.tisehins: Oi CYO)i olOX0 eoringuratlonal 19 s. Therms Final and Smooth -Star Nominal 6&#89;0 4quotNon-IrkV.09cluot Opaque 12r31/2022 No Yes NO NIA CDmposito Edge Fiberglass Single Dt,or with Sidailell Oravwn91OutsvinT,. XO, OX or OXO Continuous Head and Sill configurations) 20 t Thermal Rber-C42681C and Smelothi Nominal 8&#39l0 liquet;Nor7impact8i Opaque 12r3112022 No yeas No WA Composite Edge Fiberglass Single Diri'll Sidl 0 rawgiOutsmil XO. OX or OXO Continuous Head and Sill configl4nitiorsi 21 u. Theme Rber.Cfassho and Smooth.Stw Nominal=l &quctNon-trnpck,,48l Glazed 12f31/2022 No Yes No NIA Composite Edge Fiberglass 81i Doorwith Sidette(s) (I nsvvingfOutivefing; XO, OX or CXO Continuous ikkand and Sill configurations) 22 v, Therrne-Tru Fiber-C]"sto, and Smooth -Star Nominal 8&#39:0&qLoiqNqn,tMpa.t8ql, Glazed 1 W112022 No Yes No NIA Composite Edge Fiberglass single Door with Sul (I nsvAngtOuts'Mri XO, OX a CXO Continuous Head and Sit configurations) 20 w, Thermal Fiber-Clase. and Sirrickoth-Star Nominal SAga[6;$&quot,,t4on-Irmpact&quot Opaque 12/81/2022 No Yes No WA Composite Edge Fiberglass Do,qr Panels with Vented Sidelilletill (IrtaoAntillOutrovilli XX X" or XXXX oonfiguristivits) 24 x. Therms-Tru F-ber-Class"r.and Srrci Nominal Skil 9quot;Non-ImPaclitliximatooiclue, 120112022 I No Yes No NIA Composite Edge Fiberglass DoorPi with Vented Sidartai (1niswrglOutkrwng; XX )ft or X1kXK -4uni 25 y, Thermci Fiber-Caskilocund Siresdithi Nominal 684s3gS liquat;Ntin-Impactiltilluct Glazed 122112022 NO yes, No NJA Gompoaft Edge Filderglance0tior Panels vAth Vented adelill (hisvvinglOtibil )X )O(X or X)= cornfouratioll 26 a, ThemnaJil Fiber-Csc,sic, and Smooh-Star Nominal 8&#39:0&qu0tNon-imp.ot&quroi Glazed 12r3l/2022 No Yes No NIA Com'ppsft Edge Fiberglass Door Pkirk"with Vented Sidaite(s) (I naWngloutswrig. XX. XXX oir XXXX oorkligurations) 27 za, Therml Fiber-Classicand Simooth-Star Nominal 6&3f39;8 &qkk0t,Non-mpsoI8�ql Glazed 1213l/2022 No yes No NIA Composts, Edge Fiberglass Single Door wkh 36,11I Sidelke(s) 0 n-ArglOuti XO. OX a Ol configurations) 28 zb. Thermi Fiber -Classic .ind 5mo.th-.Sukr Nominal 0&#w;8 &qkuo,Nor-ImpanR8Lquoti Glazed 1213112022 No yes No NJA Ctimpor0i Edo? r1berplass Double War Wth S039;0 Sidelitons; (jns*AmpQutSvArl OX0 configuration) 29 zo. Thamnl Filoi NO Smindli-Slicar Nominal 8M" 6ovoiiNon-Imckadiliquoll Glazed I2J$11=22 No Yeac No NIA Composite Edge:Fiberglass Single Door with $90l Sidellbel (I myeArkipOutyami XO, OX,a OXO "figuration.) 1 30 zd. Tharmi FINr-Classir and Smooth Star Nominal M#39:08qmkst:Nknr-Impa#&qul Glazed 126112022 No Yes No NIA Corri Edge Rikerglass, Double Door wit 31kik39;0 81defts (IneWrig/O.tavving; OXXO I configuration) 31 za.Tharmi I'llber-Chichical and Smooth -Star Nominal 7&#39il0gollu.tNon-impactli Shaker 12al 12= No Yes NO NIA Series Composite edqeGlikzad 5b,ages.Single, Door with or wth a ut 1 9#39:2 adelite(s) 0 runWrig(Oupinving - X OX XO or OXO config u ration s) Florida Department of Business and Professional Regulation Building Codes. and Standards Product Approval Application Detail 3/15/2022 FL#6259-R31 22" Entilly, or Date Date Date Date status Type V91721011 Manufacturer ._ Contact Engineer & Validated B Validated Submitted Ril Api2roved Approved Revision 2020 POLYG�A�FbSA MauryAlpert License John W 1012612020 10i22J2020 Ill 121151202 Category: Roofing S954233133OSrnalpert@polyglass.com Robert Nieminen Knezevich, PE Approval Subcategory: PE-59166 (954) 772-6224 11/0112020 Undedayments , Compliance Method: Evaluation Report from , a Florida Registered Architect or a Licensed I Florida Professional FL#5269-R31 Engineer Products 2jillillty-Aw-unillipias- 6Aprogdfol ARPLQyHLMLVM 1MR02 Ali!ak Produallhadel, Number arN Produat Desparlpition contrall EpIration Date In HVHZ ouililde HVH Resistwit 1 cacklypilais, Roe Underlaymerts Roolng underialyments lwlt= No yes NIA I Polyglaksik Roof Uncleftyments (HVHZ) Polylillass roof underayments for use In FBC121Z3/2023 Yes No VA HVHZ jurisdictions, 2 Polytilais Root UnderiaYments (nm-HVHZ) Polygass rock' underflayrrents,tcr Use in I=3/2023 No Yes NIA FBC non-HVHZ jurlsillaborks. I Pikiyglass Root Unzarlayments (HVHZ) facklyglass roof underlayments for use In FBCl 212312M Yes No NIA F1VHZjur1sdIdpnl 2 lacklyglass. Root Underlayments (nor-HVHZ) Poll roof urylerlayments, for use In 121212023 No Yes NIA FBC. non-HVHZjuk1sdIotkl I Poygla5s, Roof Uridedayrneryts (HVHZ) Polyglass rW undedaym ents for use in FSC1212=023 Yes No N/A HVHZ jurisdicificars. 2 Polyglass, Roof Undedayments (ron-WHZ), Polyglies roof undeflayments, for use in 12123/2023 No Yes NIA FBC noni jurisdictional. 1 ' Polytilass, Roof Underlayments, HVHZ' Pallyll roof underlaym ents for Use In FBC,12J2=023 Yes No NIA HVHZ jurSdicf,.­ 2 Polyl Roof Undedayments, nor Polyglass roof underlaymersts, for use in 12t2�12023 No yes NJA FBC rull jurisdietion., Florida Department of Business &Frofessionall Regulation Building Codes and Standards Product Approval Application Detail 2lillign Press ono 4WAIi NfA -NIAI-1322.8 WA -NIAI-Cl NIA -Nl NIA -NJAI-622,5 Page I of 2 Toni 221k Mil W 211a- Ded. Data eksmarrict 2d2 BM y1pligg Mangrell contact sirkhorksir & U— Vallill W Validated Submitted FaC: Acksmarval Approved $let - Pi 2020 MrTak Inc. Erin Wader, ICC Rval.doir Senices, LLC ICC EValwal Service, 06AIM21 aptl0rX121 Ch/12?2021 Approved Cal Structural Car)pein-ts (954808-66:15 LLC. S'hCak'ecuy,.Ltruss pill awialdemanial-m I 205) 599-DEDO Compliance Method: EINUWan Repoli . Pradupt Evaluction Elitl � ­jL��w �L ---'-"' �'_'- , - � F, � z' � I ""`-�" --'�-'--"�'-"­"- , . , �' _ L , L" _ ,__, , I _� �_ � � _ , , - - � ,- - � " -w- - - -- , - -, �",_ _ ' �� ,: -_ , e � I" � ,� "----'- ' - '- � I .1 'L � , ; , ' - � 6, "'z' '__'-__"-'7',,�­ , , � , ,,- , - - , �.' , , , " , , , , , � , _ � � , � ;L � _", _'� �__ � I L _: ' �L"�"� , L � I " �' �� r -"-_r -",- � � , , � . , - ' " ' ' ,"11", ""-"n, '-`�'�-­ , � _ �� " - , :'' , " , , " - , '." _-""' , ' ­ �'� _ � � '-Z�"- �L ­� : � L �� , � _11-1 I �_ , 4� I I M� QuallvArkstrikesit Appreiissi for Us Aparavant for Use lipti Design seeks Procithat Model Numbers licarks Product p1hic"ludor, Contract Calcination Date Il livIliz Outside, HVHZ Resistant .Pressure 1 M18AHS 18 gi high strength trues, contral plate 121312022- Yes Yes NIA NJA 2 M18,91-13 is ga super high strencitntruas connector plate 12I31i= yes yes NIA Ml 3 '1111 16 16 ga. bass connescuor plate 121312022 Yes Yes NIA WA 4 MT18HS 1 a go, high stakerrith trucseonnedd plate 12J31=22 Yes Yes WA NIA 5 MT20HS 20:ga. high strength truss connector plate 12t312022 Yes yes NfA WA a 7011. Mi 18 go Luca ocanneater Pick. I2J312022 Yes Yes NIA NJA 7 TL2D. VT20 20 pal thin dornoctor panes 12131 ilikil Yak Yes NIA NJA Florida Department of Business ,& Professional Regulation Building Codes and'Standards Product Approval Application Data 11 Pagel kni IlsZ21 99k I 2211 2" Date likendirick frlgitlLBL 1111it lines VOISIN) Manufacturer I cal maipw & ucerwo Validated by Validated submitted F&C Approval Approved 411il" Affirmatlon 2020 PGT Industries, jena R-ald weirid-D.dai SOCO - CER lhkli­t-Dede BOCO - VAL 11MM020 IlMf2020 11A 112.020 Approved Calkiciany, Yvni (941) 48MIDD (706) 315-2590 3.1tiCabiliciry: Single Hung jins,waidg?cgindusi C.Fripilien. Method: Carilicknon Mark cr uniting m f 't , -, -, � I I ­,_ I I . - " I , " , - 1 1 �_� 11 I I I I - - - I I I I I I - ­ - I . � . 11 - I I � -7f - - � -1 I - Ol As,-, A-r-,df,,U,, ilarricurarelfal I Inki I Desion, 4-0 1, Product Model, Number or Name Product Desedglim ft it) HVHZ Quishill, HVHZ Ittakistant Fromm 2 SH5600 [L.ig. Miss#. h p.dj Vhyl Sl Hung Vvind- 071302025 yes Yes Yes NIA Florida Department of Business; & Professional Regulation Building Codes and Standards Product Approval Application Detail P.9.1 .F I 15=1 ask Enfity or Dart 2" Dot, POrkdIl Rile: TV- version alnufacturer Contact EntainserAucianal Validated Ill Validated sublill FisCArkaharnal Accanaii,n] $let.. Affirreflion 2D20 P(ST Industries jers R-01 wismilaDinkle ECCO - , PER Nsikh)�Pcda SCCO - VAL I Q05M20 11105)2020 11/1V2020 Appr-ad Celotill Wind.- (041)48wo0 (786) 315-2590 Subcategory: Fired jr,scri,siddiMInclusurese Compi.e.0 achilhol C.,kill-thaft Mark ar'Jil .in � 4Uw21,xk I I 11"i Product Model. Number or blannal atalltv A,-,, product Davorlydal Conrail Ewr.tlpn call A-r,c,dl,,U- Aparovikelfcal In HYEZ 0,thild, HVHZ appapilt DOWN 11"al Pressure 3 PW-5520 fl_arp. Missile hmp:t) Vinyl Fred W.d" CWN0 021 yes Yes Yes NIA Florida Department of Business & Professional Regulation POOL oft , BulldrigCodes and standards I r12021 Product Approval Application Detail r&A fintilly or Date owe Data Pending P" Mw in lard milosilikkilikIm Contact. fixelval Lkw,, Validated le, Validated submitted M Aterel Approwd filullal Rvval 2020 MI Widows And Doors Brent eflinger American Architectural 81-n M. Lkkh, PE 10,1311120211 10M612= 19M92b20 Approved Category. Windows (717i 305.23W milrutsuil Anise roe i 31T.M4 SUcCathoi HalzontakiSlIder lo,kitlingerannivni-ank Ca . Inpliance *Knot Cinfiftclikon hill ar Lilting IPLiL6aSh.ABPvodudts, I 1, � I - -1 1 I � I I I - - � � I , , _ 11 , " - I - I I � I ,- , �11_ 7 , Qual Acesureno Amovellf"Use Aporoyealfor-Use Impact gLqm EWA larchl Me". Number ar Us- Pool Description 001driel ffr,Mlon lgcha in,HVHZ outside i Resistant F,- I HS W Flh arid Fh%hl F- 71x62 Insulated Glass 07 W2024 X. yins No .55/-65 Florlds Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pali .fl tM=1 "a Entity,ar lwa data Data Panni DO I= Version likenufalml cantilat Eriallnenir a Lkukl Validated By Valk le Sikiwaritl I'llicAvichravail Approved Ram Remildiprk ZO� MI Mi and Doors Want Will We IR Lireni Pe Steven U. Lll PE iNW202D 1'"60020 1011012020 12jl&2020 Approved Category! Will (717) 365.3300 PE -MI 4 (7i7)317,8454 I S.hC.t.Fkl Mullions bsifflingenginowd.tora Cialinpliark" Method: EvaMatlork ROW Irma I Florida Registered Architect ol Deal Florida Propelasional Engineer 43#Y5b11.a ihA 1� Approved fickir Use Inal paim S-0 Product Modal. Numberarktan,a Product Dinnakintion control Expiration Date, in i cratelow, wvNz Resultant Prassurt 2 6784 vertical Aj.nah.. Ill 12GV2024 N., Yes Y.. WA . Florida [)apartment of Business & Professional Regulation Building CodesandStandards Product Approval Application Detail Pagel df I 115=21 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 2 .1`2 10MIX21 filligiliffli ijl��' sk'i !Ili 11:111;1! up Ca& : li a i iislignogjjggmmlglmmvommmm::ii:, NnommomgwAmmommomomm Endry ar so law !I i, , : i, i Ili 0009ANAMMOSM ces, MIN pato sending R" U-411,1122,Ulll,M�i;,�11'1:ll:��ll lommumnsm 290 1 III I@ i �ili i I;: i! Al! Ili , 'I , MMENENEMWAIFRIMNN=I,i KXKOEINAzmffgmmmKuu I i I I 1 seamomminammmi�l! nommommosomm Entity. or iiiiiiiiiiiiiiiiiiiiiiiiatillilillillylillillilliiiilim 2M Rn Data lainkricilm lift M= Well sit-rachiner Contact Enoineer.A L7emrea y'llf,11,11'and Se I vistichadand submi FaC Approval Approved status zm version Manufacturer Contact Rogin-jituciskins Validated 81 Validated filijiligil FSC, Anal Approved fwm R.4kin 2020 Jm.a Hai Building Pro,dis.t. Ina; Chad0laroks V, Andrew Too John Southard, F,E. 01/1351011 1211412020 01AW021 dog F130 Apil ReAsh. 2020 Alalkla Nick Th-pacin Lyndon r.Schrri Port. King, Pe. o7i15r2021 02n-W1121 02122'2021 04AZI2021 Approved caloakil Pants Wells (900) 545-8352 PE-61682 f152) 367-2528 CaklOchory: Parial Well r330) 9M-2389 PE-43409 (913) 767-6955 subcategory. Sons crh.d.dI­,k,@j-eeh.d1 8.1cCakeecirkr. Sollars rAhompkk.n@.Wd..- compliance Methodc Evaluation Report frNr a e- C"Ila- Method: Evaluation ROPat ftoh, 2 Florida Registered A,chileal O U-seed florlde, Florida Registered A,chdlad- O Licensed Florida Professional Fi professional Entindial F1.443192.RB P7oduds . ' - 1 � - I I I I�1 -­ ­­ --� ­ �-_ ­I-' ,- Quality Assurance Acomcforkl. Apirovod for.Use IMDWDesign caucallh, Assurance Approved far:Use Amravvel for Use wall 121111i 8-40 Product Model, Number of Name P'to"t Descrulkip Cnnhact EZNrdMn Due In outside i Resistant PRSWM 8-40 Product Until Number or Naushe Pnoill D.-Ipd.n Co,rdearal "al Data Is, NwZ Oubild. HVHZ Itakshial Pralansure 1 C.wark Lisp Still fiber-oa-rit lisp aiding 12J3112423 Yes yes NIA WA i a. &.quot2T&quilit: sort Vent or Sold Vinyl adift 124312023 No yes No WA 2 Hin-dePlank Lap Siding Aber -cement hip,li 12/31,2023 Yes Yes 141A NIA 2 h lucluot-,A111 ... I T4&l Spirit Vent or Scild Vinyl Saffit 1 ?fW2023 No Yes No NJA I 0, ikituat;Q000birtair V1rk1q9e Beadedikle3g: Spirit, Vent a Solid Vinyl 8i 127312023 No Yes No i 4 d 6quacp5licil S.11h Vent or Solid Vinyl Sake IL2,312023 No yin; No NJA I 5 .. !,qiidkQrathr Owks,quot; Saffit Vent or i Vinyl 8offit 12i312023 No yes No NIA a f. licudlS.P.S.rki Sotf tc Venter Gold Vinyl Wit i V31,2023 We V., No NIA Florida Department of Business & Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation Pagel al Building Codes andStandards iaia=2l Building Codes and Standards in M21 Product Approval Application Detail Product Approval Application Dotell Ili! i i i i 1 a i, aii � i i glagill will ===a 1 11 a ill I !!I i mmm MIMARROMMOREM I i � [�; i i i C". - Ell or. 2011 awl 20y porki ku code Entity a M Date _ Oat, Is"Idni Deist I= Version Mararlikka,tumar coplact Emainal & Lickel Validated By Vaw,t,d $,bm FlICAstannyvari A ... a ashal. 2115sk vaii Manufacturer ON't"t Fn,lr,,& Lic,erne, valid" as VWI".d Submitted FBICA-roval Alckw.vad status R.�Iui.h 2020 TAl licullding Products LLQ Korn rdw Robert Nier"Iril John W. Kriezeyloh, PE IOU412020 Oaql lujimax 12M5=20 Approved Fil �ktm I.N. Tharripson, Inc. clast Thompson kchitecturat , Tory Christman :Zama R_ Ill Steven M. tirkit, PE 091'1­7=20 owlaquzz , 091=2i 17JIM(120 Apprinned Cat.g.y; Fool 1417)524,6844 PE.SvisS W54)-i'72-6224 MaIW% Carl 4TAUCO) (315) 248-3456 FEi f?17)217-8454 pritiCahnill Undeflayal karrk_.dw0temk..com Category. Rooling toriy'a-pon.t.I.Ning.con Compliance Moll EYsithistlork. Report ir p a 31.1bCatecitill RwlirgAiioeaikorreSlhat areas Rapids Raglet-dAr.hitectere 1.1-4nord. Integral Part ofthe Rooting System Professional Eral Compliance Method: Eycluatich Report from a Florid. Registered AnchlUnd cra U.ansed! Flarde I , - mwauftiiiiitilliil:�'; , � " ,,,, .. : , - ---,: "Z -�znp � - - � - '� �,_"" � 1 � �_ " , "' - - � � , '_':"� "", ''. 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',',',�',, �'t, _' ,, � � , � � , , " -,- �' , �_ , "_' " , ,'�"�_""" ,�� - i' I ,,,,, , _n" , , �' " , '' I '­ "'�' - ". , " , , � � ,, I , ._ I ", '�� � � Professional Engineer -, -1 - - - - I , I - I , - , ' ',,"_"', ' I _ - " Qui A ...... - Arearavok[fo, Use, Ancral for Use Impanel, Decker �0�001I I a' - � : ) ""6-" " '� , �� �'-� � ;� , �: � , , - - - , I � , - - ' - , �-' I , , � - ", " ,,,,,, I � , " � " " , '_ I , I " I - � � I � - , "­'v " 11'17:��' , , , , � �� 1 r "_� __1 ", ,' I � " , _'' , , I -1 ,,, _<"� - , , ��'_ , � I �1­1� � I �' � e I , - , _ , _1 - I _ , � �'� , , , _'-",'-,',"'r " ­ I'll ' ' I - , " � "'t,":-, 199i�g '_' 1� I --- " - � , � � , , , , �'� - � � �"" ��' , , , , I I" I 1, I $-ai. Product Dilecal Contract cocketkar, per. In li I outside HVHZ Resistant pressures , - - _1 I _ , , Otuallty AssUrance I Approved for likes AM,5V,d for , 11112M 2290 1 TAMKO Root Underleymerns, (WiZ) Roof undedayrawts for use In FBC HVHZ 0829/2023 Yes No NiA WA mull Product klskdlal. flumbal ar He- product Description Cxmlraet Expiration Date In HVHZ Outside Iii Rinclatird PrOxamak judildodons 1 TAll Rat TOP Olt -Ridge Vent with lini for Tile 26 go. Mello rocri'veritl with baffle ()Ml Yes Yes NIA N/A 2 TAMKO Root Undkirlaymants i NON 44VHZ) R.ofurid.dayrnent.ter.a. In PECriork-HVIQ o62lu2023 No Yes NIA NJA 2 TAMCO G*oi;N"kVent 26 ga. 091=026 No Yes NIA -W-52,5 jurisdictions. 3 TAMCC, OT-Rll Rod Vent villin Some 26 ga, static roeyeallator with Integrated belle oweam Yes Yes, NIA N/A 4 TAMCO Round Top Off-RIdge Vent with Salt fair Tile 20 pill "o roof-riblator with baft 09708r2026 yes Yes NIA NJA Florida Do pertinent of Dullness & Professional Regulation Building Codes and standards Product Approval Application Dal I Pell el 10fla2l Qk army.or ,DMO LdIt M Pending 29111 Ili ye"". Mar"f"a"' canthipt Erid.-&LJ—g Validated EW Validated Submitted FlicAminkral Approved 2A . Ill Re 2020 Lomanc. Katrina Jolley )arms- L' sul P.C. Ill M. Ul FIR I i12X023 1112VA'020 limm Ling FBC Appr- Category. Rci.firqi (501)963-6163 PE-31242 (71-0317-8454 SulaCah"Orr- R.Nmt A.cessorl.flurt -an kjk,IeyQINkwooxom Into" Pan .fthe RwirmoSystern Ccampfferink. method: E�ahnl Repod toms Florida Registered Archftftia&Lken sedFlorida Protoinional Engineer IlmI oI,iwll4oI +� ",I "I " I ; ­ Quality Assurance Approvilefor-Use, Aw-avied for Use Impact Della Aw Produsal NOW. Nuartull Nwg Producer Dansurlarkip contract expiration 9A-o In KVHZ 2uwgLaa Resistant Priassurs, 1 Deck -Air" DA,4 or TRI-Built Di DA-4. Lw Profile, Polypropylene Plastic, Roof Vent 1211612025 No Yes: No ,97.5AI)7_5 Mechanically Attached to Py.oad back I Florida Department of Business& Professional Regulation Pago I oil Building Codes, and Standards 1125022 Product Approval Application Detail WIRM I i ii ii ii i I I : '' 2292 = 2112 Q*1 Me Binding 51AINIM 2111111 Type Version Manufacture Carl & 1-manse Valudattel Validated Submitted Fall Approval Aporaveol status Revision 2020 All Annincan Shutters and Glass Mks Barbieri Frank L. Ban nakdo, RE Troy Bishop, RE 1012FY2020 10AW020 111100020 12M5/2020 Approved Category: Shutters (S61) 712-9382 PE-0046549 (954) 947-0880 subcataligow Storm Panel- mikebtl hannericanshutte, Compliance Meng d: Eval uslion Report from a mmm Fiords Registered Anchit"t or a Lloximsed Florida Professional Engineer 1� --:� , U��wrkgkj � " , ,__', , � , , , ... � U, � �. , -.- - _' - , - I I I ... �. , % , -:- � I - I � I ­�_"­ "-�-�­ - I �� � --- 1 7" I , , � 1 I , I ­ I I 1, I I I -�' - �':_­",`,'� 1 , - - - I , - I :I '�'_, � 11 " - _"' 1,1% - I 11 I �'� " , ' :� , � � - - C I 1, , � � . , I �_ Sao 0 Prod cot Mill Num bar or Marine Product Description (Dustin Assurance Approved for Use Apta.MW9171Use Contiml Figalration Date In HYM outside HVHZ Impact Design Reels rot Pressure 1 24g. Galvanized Steel So- Panels 24g. Galvanized Steel Storm Panel. 12131f2022 Yes Yes Yes NIA Florida Department of Business, & Prcflssslonal Regulation Wilding Codes and Standards Product Approval Application Detail P.J.1 d 1 anQgpl i i i 1 11-ili j! I I !:!all is i NIUMERVENOW11i 1111�1:1111�lwjl I I 11 iiiiii 11 : III EFMENM ,"i Early - Use, 2" Oil P,dj,, 2sla Type version M"Ufatcturtr Carl lightest & u_ Validated By Validated subm" Fill Approver Approved status R.1,19ton 2Q20 Weyetheecter Rob Sisfill ICCE-Justi-S-Al IN L.h-. P.E. OZOV2021 1011W202Q owa,2021 Approved Category: 5ftust-I.Compol k2l 924-6476 (608)839.3288 G.LiCaWlichr. Engineered Lumber R,kbed.RhkId,Ah@­i Comiallancs Ideffil Evaluation Report thil a ,ii Product Evaluation Iiiintly, I - , � . - - , ',_7 ­1""-', � _r - 4�14:hthklljcl - � � i I 11�' ­ "'­` , - I ­­­­­01,i - ---------, --"" , � , I I I 11 I � �� '.'�2� � I I . 11 1 ��� �" '­ �� ,"I"I"I", -_ ��,�'ll,�'I'll�;�",;.--,����,�-,,,�-,,, - -, L':' , �� ,� � ­ 'I" , , ,,, _­__ - _�-_- i, ::� , " _" , , � �' , � "� ""nm _-' . � "' -_ , ­ ,'�� , , -'­_�'-', "'�.�' ��� � '� , : � L1, � I _ 'L I _ I � I " -, , , I �` � ' ': , I �­ - " Ouality Assures, Aml.mfau- Approved far it,, Will" 21= Seek Product Model. Number.ir Ram Product Description CorwanettiailrallomDate In Hyll Outside HVHZ lt*slstwt Pleasure I 54-11al LerninkitentVeneer Lumber P3Mlt=3, No yas NIA N/A 2 Pisnilem PSL Pirate] Streind Lturiper 03plaozo No Yes NIA NJA 3 Truk .hdLSL Laminated Stand Lumber 03/312023 No Y., NfA WA 4 TJ Aim Spend Structural Composite Lumber a Oriented Strarld i No Yes NjA WA board film Sell 5 Weyerhaeuser Rim Board Ofliel Strand Board Rh &.,d 031312023 No Yes NJA NIA Florida Department of Busnol Professional Regulation Pago I .0 But Id! fig Codes arid Stands rds 1,712021 Product Approval Application Detall Q" iierr 291 2" Oat, Pandirej 2do Tka Version Milinurkeeturve c4dad lilikkatimi Ukkans. 'Velklaw By Validated submitted FBC Aponaval Approval &Ai Revision 2D20 B-1 Rading Anderson, R.1plin lepw thrifform Evaluation Gary W.Walker 11J132020 lm=o 11M6r,n20 Awtoad Cotag.,Yn R-Ing (801) 380-wal Ser.loss LLC. (ZO5) 854�0160 11.1scadul R.Ini R.1bithAndersomilborii C..pil- Named: Evid-tiek, R.p.n from:. . -J, jli;'ebdiu6s'-_,: Product Evaluation ently I - 1 Approved for. Use I for Use I l � '' &"., Numbs. -- sft.y- ftrh.k Product oascrui In, HVHZ Duukld, i Ill Fachanums, is . . . . . . is� �rtl still Old English Flat Prol - Denver' CO I W3112020 N. ,Yes NIA Irinch &Nl impikel 17 SONY 600 - State. Shake Amp: Solt Shake Flat Pi Stci CA 12l31/M21) No yes NIA ,WA 19 Sappy W - Slate, Shake t.mi Split Shake Flak Profile -Rieke; CA 1213142020 No Yes NIA NIA % S...y 700 - Shake, Make thininip: Spoil Shake Flak Pirelli. - Stox,incri, CA 12/31=() No Yess NIA NIA 20 Sill - Shake, SIW. 4.cial Solt Shake Flak Proll - Fund, CA 12131r2 0 Np ya. NfA NJA 27 Tattle Pkinala.rel Rgh Poll. - Katy, TX 213142020 121312020 Na.yes NfA NJA 28 Mike Ltyw Prolse - Kelly. TX 12WQ020 i YOk NIA NJA Florida Departmerd: of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I ul i 117021 got Erift or, 0310 090, gairaftridtar 2n I= yand. ten 99%" Encriniawlij,lialigg, Vildickaked EhF Williclatirl Sularriftfind FBC ftil A-MAO AWWI Revision 2020 AI in Stuart L,%,A, ICC evaluation Sill LLC WOlkin V Fishnet, PE 101311420 i W212020 I 1AS12020 11/06n020 Approved category: Structural Components (321171"377 (407) 681-1917 Suk,Ciabtgpryi T­ Pat. sIawIsQkklPIh6ftv1.ecrn Cannot- Method: EvO.Kier, Ragan from . P,.d..t Evaluation Entity , - 4skiia.duste;111- �' , I Ousifty, A."- Approvand,fallso Approved far Use larosel 0'alan 9112A Product Model, NuiNHrorName landuel Conscription coterf,ttewwaion Data In HvtIZ oulsidi R"ISUMI lanksaurki i ITW 8CGhkon. Higher strength !H Snimp: 8) metal Corned. plant. 1213ilJ2024 Yea Yes NJA NIA 2 ITNECOIAlphas Hinge Plate Metal Corknfttor Plate 12J3112024 Yes Yes, NIA NIA 3 ITN 13CO[Alphrie, 7ul Metal Mrofttor Plate I V3112024 Yes yes NIA NIA 4 ITVV 13CGIAJV.. We. meet corkrsdor Plate i2/3112024 Y. yes NJA NIA Florida Department of Business & Professional Regulation Building Codelsond Standards Product Approval Application Detail Face i uf 2 9121112021 i'li� 11��I§�jji; 111,11 Coda I i I ill 111ailgillime Iliplii SOME r;nw I 11 1 i ii 11, 1; i 1 1:1 23122 owe Date Prandfina = 75,- Va lgp man Contact Enoin-8,13-, Vall"tid 1hr "ididad Submitted FlIC A-ral Approved a" Affi-ston 2020 Aphis Aluminum, Inc. Joe, Silva Wit R. Lorms. su"n M. urkri. PE 1 im 8=0 I 1i 111201262a Approv.d category: Panel wells i 509-20[it, PE-62514 (7117) 317-8454 SulaCcifil Sank. ii[Phsalurninumincil CiahiplIal Method: Evaluation Report terra ..torn Ff.rid. Registered A,&It.t ix . U-sa,k R.1d. Plot ... onal Entilrial , Quality Adecital Approl for Use Approved for Use ,- Impact Demo — - - barrortilaiiiii zmwdDalvinum C,,,t,,t libanoliftes Data ika till outside KVKZ Resistantlau-na I Alpha AJumlrmmsdti,garT)O:Ventc4AIufflh0t'nSofrW fthAA$UMIDUM,Boild&aoVVented�AUMInuiVr 07=2023 No yes No NIA Cl&'mo; wood $01Y CWJ &ikmp' Wood Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I a 1 102021 Qa Entity or 20 D" Oaks phriclinks 299 TV" version manurful Cal Enalneer&Utahsa VNI"Od Ill Vailderld subm Fw Abpmyaf Approynell mm Affirmation 2020 FIST Industries Jeal Rossi M.111-Dinde Ri - CINR Miamil,13whe BCCO - VAL i-IM1420 1 fp5,=Q 1IM11=0 Approved Calog.w.,wri (941) 463-000 (70111) 315-25K subcaftiockry, mi frosimskIllipigtInduel rompliann"Mathod: C6r81bz0on Mark a Ustrit - , , - � , ­ 'i I .. ... . - �- - , " "'. om � . : ' � " , , �:' - , � �'­ " - ­­' 4' L �' " '' � � , " I " , - , ,,-- , � - ­""� 44 ,: , _ ",", __,"', , ", 1, : �': ,;� - '_�';7,�� , � I "", _' " - -, _�, , , � - 11 � ,,, I � , I , - A - , , � �' � _ _-, "�, �� - I - 1, : L L okailly Assures , ;,- 11 1 ,: J I , - _"� , ,e"-'W��' 1� I I � � I �11 � , , , , . I � � " I - I ��"' I., " 7� , ApikkaskindIcal hauckept ROOM 414'" Product kill Number or Nam Product liesertwon 91 In HVHZ ou(sicie H Z Iteslaran! Pressure i Mullions forAll Doors and Wtudws Aluminum Millions 0512(512020 yes Yes yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail - - I - Florida Department of Business & Professional Regulation BuIldIng Codes and Standards Product Approval Application Detail Page I .' 2 102D21 Nikkei pil 19=1 Code Ent" or 2" 2a Cape P#ndlw 111112 Type.Vanden Mannurroet.'ar Conrad Isighni- I Ilea Validated BY Validated autannifted FBC: Approval App-led Islati Revision 2D20 Florida Metal Products ft, CIMRJW66 James I. BuNtir P.E-Q Steven M. Untah. PE 0R712020 o9asQ020 10104,7020 12fiS12020 Approved Category: Reeling t9047783-84DG C RUCK ShipMearing (717) 317-604 subcategory: Reeling Acov ... Vial thalian, an clarkVilarr000m P&31242 Integral Pon Ofthe RoNnMearn CernpIlaners Method: Evaluation Report frovin . Fiends F%gntiftedlArNiftect era Litericad Flodds Professional eri I �""� ,�' "1-I �-" ­ ",-. ' ,- I� _I ,� "" , QualIvAswance 1-, ,'1_,1'1'11�" Approval fin Use Approved for use "" -e,', ' 111M2UM sees $otlutl MW1W. NtmdrH dr um Product Douriathm cpdtlul�Ihckni In HVIRZ Outudel, HVHZ- Reall.t."t Pradiscre 3 3- FLAMCO tcquet,RV I 0 Ridge Verstill Ahunaum Ridge 'Vents for pitched ialllarca rfated 4 Ne, Yes No NIA from 0.025'Aluminum Florida Department of Business 9 Proliassional Regulation 8 uildl ng,Codes and Sta nde rds, Product Approval Application Detail Pager dal 1/25022 code Erittly ar Date 2im Date ftedinki Date T_ Version Manufacturer Contact Enampi &U.elista Validated av Validated submitted Ill Approval Approved 5111111i R-hin.in 20M Global Protection Prodwts� LLG. TIM Robinson Walter A. Tilt Jr-, P-E. John W. Kneipai PC 091DWOM 0910862020 1 D1011=0 12115/2020 Approved Category. Shutters (954) 6637545 PE-44107 (954) 772-6224 Subcategory. Stamn Panels tim.robirksonalgippentuorn Cam pliance Method, Evaluation Report from is Florida Registered Arch6w ora 1.3clismsed Florida Prol'cissiosial Engineer - , � �_' 41,02.1wa.licroducle, I �'�' 1� , I I I - ' I � � I I I I I " ." _�', Quality Assurance also Usa Acalprol for Use IM= Design Se 9 Product Model, Number or Name Product DescrIption Cphtratetexioltatic'm Date M Outside HVHZ Resistant Pressure 1 20 Page Galvanized Steel Storm ParOWHVHZ Corrugettel GaNkinized'Steel Storm Panels rental 1261I2022 yes Yes Yes NIA , or not by tracks to provide hurricane photeetio " 2 24 Gape Galvanized Steel Storm Pandill Corrugated Galvanized Steel St- Pauralic retained 1261=22 No yes yes NIA or not by twics to provide hurricall protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fail I all Ill coda Isilkill o 2" 2M pull Nownia Data T­ Version Manufacturer contact Encemser a Uu- Validated By Validated sucaunifted FBQ Amproll Approved 1111"I Anamishr, 2020 Commercial Col Products.ine. Robert 01H. Samuel A. Grohniccro John Hey '12AW2020 1W612020 jZ"29n02o airs F80 ApOr, Crucial StWinal COMPOI74M (61 $) 6594l707 PE-34245 (352)584.5311 subcategory: Prochicts introduced as:a Resuff of pn.c-Wa1.r@yaho­- N-Teolndlgy compliance lialedul Evil Report from a F .rds fleglat.ned A,dhll­t­Ll--, Florida P1;..i_.I .or- I i'.1 I I - - : ,--1__` I , -, , 0 � . I: ': , I I ­ I ., I ANA Product Model lainalow or Man" Quality As,— laredupt Description comaef expiration Atroserl fair U, Approyed for Uwa one In HVHZ outside jVHZ limirart De ROW sion" Pleasure i Quafty Prosast or Commercial Concrete Products Precast and Prestressed Concrete Lin late 052&12024 No Yes NIA NIA May 27, 2022 -&-l' a) a) = N 2 =0 ­­ 10 0 a) CD_ CL = 0 0 L- = .&'.'� cu 0 -0 0 Z., 0- cn Al .— = -= -0 = 0 = 0 ca. —0 = -2 a) 3: ca = 0 = U_ ki — co . F=Ca- L_ -0 = ._ C/) < Cn L. a) E 11. =3 0 = Cn � m ICU > 0 > L CL O CL a< L.•llea-eall, 0 =3 0 0 <t L_ 0- (1) C/) -6--a L) ICU M =:3 < a- laa— 0 L — CO " W C 2 = < a) 2: Z < I _j 0- SHEET NO. PA 1.1 N Cn C0 }. U 0 -� -. O - Simpson Strong Tie 2020 FBC Approved Products. For direct links 611 SOT listed: helow;. CLICK HERS. Updated 1 130 0 0 plat tl ? � 2 - Simpson Strung Tle..2020 FBC Approved Products For helow, CLICK HERE.: Updated T I34. 0 0 polo 2 � 2 -- � S1mpsDn Strong T1e 2020 FBC Approved Products For dledt links to SSTapprovals listed below, CLICK Updated 12130/20 q p 2 - � Simpson Strung Tie 2020 FBC Approved Products For elect tb all SBT approvers Meted below, CLICK HERE. Updated 1213012020 P `� O �/ � s,_ A 4 to approvals , direct links taail SST4pprovals lsled All -HERE. , . r Inks L.L. . ..- Fix additional infarmaUdnr a rn Flaridaa8tat wale a 1.. i dKHERE: I rd a Product rbVfl System and IWaiTu [� a Corut. _ _.. �., g .ADP � County N.Cklae-OP Acceptance (NDA), CLICK HERE. P t. A) For arldNklnal Information 7e regarding Florida'sFlbrldeS 3tataWide PrOduCt: ravel' -tam eFltl.Mlamt Dada County ... , _,..9 g .... .. Approval Sys Mollies-aP Acceptance NQ.' . C IC y P (..A) a Information regarding FI- d 9 ae" Product royal' System dfwGan%. tl County For additions) nramflt.. a old a Statewide. .Wide PI.OdUG m aFl. -Da 0 Goa _..... 9.....g AP �_ NoticeAcceptance"CLICKHERE. N 1oe (NOAJ, y,.. m L , it 1 Fd'agd&On 1 tlr et an ardn Fltxid SStfll Wide Product Approval m tl Maml Dad a Inf m , . a Statewide, P O(hi a and B.GgIAcceptance s9. ..g PP System t n NoticeOP Acce C : D.. CWCK HERE. YP AJ. , �� ^` V � U W FL#2385-R7 FL#10446-R6 FL#104%-R3 11 HUS, HUSC series hangers Face -mount hangers availatile in widths ranging from 1.518" to 3- U 9116" and heights rangmgfrom 4.5116" to 11' Concealed flange Product Model- Number or Name Product Descnptlon Sea # Product Model, Number or Name Product Description Sec # Product Model. Number or Name Product Descrirrtlon version (H USC) available for models having width equal to or 0 0 1 Titan Stainless Steel Concrete & Mason Screw y (1TN-55) 114" diameter T ten stainless steel masonry screw 1 A21 A23, A33, A34 A35 A44 Angles 1 BT, 8T8, BTH Br ck T es greater than 3 911 fi". L 0 L 2 APA21, APA4, APA6 APVA21 APVA4 APVAB Outdoor Accents Anglas 2 CMST12, CMST14, CMSTCI8 Coiled Straps 12 IUS aeries hangers Face -mount hangers available in widths ranging from 1.718" to 3 Q a: 0_ 3 AP844, APB44R APVB66, APB66R, AP888," APBWR APB701D APB1010R, APV844, Outdoor Accents Post Bases 3 CS14, CSI6, C518 CS20, C522 Coiled Straps 5f8" and heights ranging from 9-114" to 16". 0 _ APVB44R APVB66, APVB66R, APV888 APV888R, APV61010, APVBI01DR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SOS, LGU3.83-SDS, LGU5.25SDS Face -mount hangers M 0 -4.- 4- Co 4 APDJT24, APDJT2R-4; AP0JT2-6;-APDJT2R-6, APVDJTZ-4, APVDJT2RA, APVDJT2-6; Outdoor Accents Deck Joist Ties 5 CTS218 CompressiorvTension Strap 14 LU24 LU26, LU28, LU210 Face -mount hangers (D 0 Sac # Product Model Number or Name Product Description APVD,IT2R-6 6 DSP, SSP', TSP Stud to Plate tie 15 LUC26Z LU02102 Face-mount hangers E 0 1 SW0112DBB Outdoor Accents Conn ecto r screw 6 APHH46,APHH46R APHH61 0, APHH61 OR Outdoor Accents Heavy Hanger 7 H7,H1RZ;SA,HS,HO,H7Z;H16,H16S;H16-2,H162$ Hurricane Ties 16 LUS series hangers Face -mount hangers available inwidths'rangingfrom1-9116"too (U L L 2 SD9112 S09212; SDI0112, SDI 0212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4; APTB; APVL4; APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8" 1 HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 10-15;16", (n 0 0- 3 SD91125S, 5D9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLI APLH26 APLH26R, APLH210 APLH21OR Outdoor Accents Light Hangers 9' HS24 Hurrlcano-Tie 17 MGU3.63-SDS, MGU5:25-SDS, MGU5.50-SDS, MGU5.62-5DS, MGU7:O0-SDS Face -mount hangers � �+- -F -+ ' ^ d F 4 4 DCF 1- : SDC 22 3 , S 22a 2, SDCF22614, SDCF227DD, SDCF228aB, SDCF221014; - Stroh Dnye SDCPTImber-CF'Screw 9 8 BVL2 Brick Veneer Ledger Connector 9 9q HSS2•SDS1:5; HSS2-2•SDS3, HSS2.3-SDS3, HSS4-SDS3 Heavy Shoe. 18 MlU series hanger's 9 Face -mount hangers available in widths ranging from 1-9116 to-5- 9 g 9 � v,r Q SDCF221134, SDCF221334, $DCF2719G6, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties l l HST2 HST3, HSTS HST6 Straight Straps 118" and heights ranging from 6-15116" to 197112". 5 SDCP22434, SDCP2251Z SDCP22614, SDCP227DO, SDCP22858, SDCP22912, Strong-DriueSDCP Timbor-CP'Screw 10 CJT3Z• CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24,, HTS28-HTS30, HTS30C Heavy Twst Strap 19 MU526- MUS28 Face -mount hangars SDCP221100, SDOP221134, SDCP271400 11 DJT14 Deck. Joist Tie 13 HTS018KTZ; HTSg2GKTZ Heavy Twat Strap 2D SUR- SUL, SUIRC, SULC'.series hangers Skewed face -mount hangers:' available in vndths ranging from 1- 6 SDHR27400, SDHR27614, LSDHR31400, SDHR31614 Strong -Drive SDHR Combo4Haad Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3 9118" and heights ranging from 3-1h 8" to 13-314". 7 SDS25112: SDS25134, SQS25200, SDS25212, SDS25300, SDS25312, SDS25412: Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4. FCB Framing Clips 15 LSTA9, LSTA12, LSTAI5,. LSTAI8, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) availaolefor all double SDS25500, SDS258DO, SD525800 14 FWANZ Foundation Wail Angles 16 LST149, LSTI73 Straight Straps 2X and 4X models; only acute flange is conoealed, 8 SDE251125S, SDS252008S; SDS25212SS, SDS253009S, SDS25312SE Strong -Drive SDS Heavy -Duty Connector SS Screw 15 CAI, GA2 Gusset Angles 17 LT820, LTB40 Bridging 21 U series hangers Face -mount hangers evoilabte in wi the rangingfrom 1-9116"to 9 SDWF2716, SDWF2720, SOWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, HIOS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTSIB; LTS20 Light Twist Strap 6" and heights ranging from 2-518" to 11.1/4". 17 18 HCJTZ 1 HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, lvi M$T46, MST60, MST72 Medium GirderTedown Straight Straps FL#10007-98 19 1 Knee -Brace Stabii¢er 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30; MSTA36 MSTA49 Straight Straps FLUIDW7-RB 20 L30, L50, L7Q, L90 Angles 22 MSTC28, MSTC40 MSTC52 MSTC66, MSTC78 Straight Straps Sec # Product Model, Number or'Name Product Description 21 LCE4 Post Cap 23 MSTC48B3; MSTC68S3 Pre -Bent Straps Seg # Product Model, Number or Name Product Description 1 ATR318 ATR112, ATR51$ ATR314 Threaded Rods 22 LS3O, LS50, LS70, LS90 Skewable, Angles 24 MSTI26, MST136 MST148, MSTI80, MST172 Straight Straps 1 BA series hangers Top flange hangers available in wells, ranging from 1.911 a" to 7- 2 ATUD5 ATUD8-2, ATUD9,:ATUD9I ATUD93, ATUD14, ATUD114-2 Aluminum Take -Up Device 23 LSGZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-11WIo W', 3 BP313 2 BP1/2 .BPI/2-,3, PSL 1 3 4 _ , B $ 2, BPo 6- , BPS/ , BP3/4 3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26R2, LSSJ28LZ,15SD28RZ, LSSJ210LZ, LSSJ210RZ Field Adjustable Jack Hanger 26 _ - . - - - NCA2x1012, NOA2x12 12, NOA2x8 16, NCA2x10 16, NCA2x12 16 Bridging 2 DGBF series hangars v - Top flange hangers available In wwdtns ranging from 3 al8 to 7 4 CNW3l8, CNW112, CNW518; CNW3/4, CNW518-1/2, CNW3/4.518 Coupler Nuts 25 LSSR1 81, LSSR21 LSSR237, LSSR2 58; LSSR210 2 LSSR410: Field Adjustable SlopeablelSkeAebfe Hanger 27 RCWB12 RCWB14 Wall Bracing 1/8' and heights ranging from 9-114"to24", 5 CTUD55, CTUD65 CTUD66 CTUD76,. CTUD76, CTUD77, CTUD67, CTUD68 CTUD97; Coupling Take -Up Device 26 LTP4, LTPS Tie Plates 26 RP$18 RP$22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangera avatable in widths ranging from 1-11Z'to 3- CTUD98, CTUD99 27 ML232, ML24Z, ML28Z, ML28Z, ML210Z Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-1 14'to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MII Roof Tie -Down 30 SPt, SP2, SPA SP6, SIPS Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to, 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUDS, RTUDB, RTUD7, RTUD8 Ratcheting Take -Up: Device 29 MMHG - Hinged Roof Connector 31 5PH4, SPH6, SPH8 Heavy Stud Plate Tie 5M" and heights ranging from 9-114"to 24". 8, TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU262, MMLU26 MMLU28.2, MMLU210. MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS25, $S3, SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-114" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18 ST22, ST292, ST2122,. ST2115, ST2215, ST6215, ST5224, ST6236 Sleight Straps 7/8" and heights ranging from 11"to 32-ir2", 10 URS3 318"Uplift Rod Run Tiedown System 32 RST-3 Roof -fie -Down 34 TWO, TB27, TB30: TB36, T642, TB48, TB54, TB561 T860 Tension Bridging. 6 EGQ series hangers" Top flange hangers available in widths, ranging from 3-518"to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWBIO, TWS12, TWB14 Wall Bracing 114" and heights ranging from 11-114" to 32". 12 URS5 I Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddlehangers available in widths ranging from 3-114" to 6-71W 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, WB106C, WBi26, WB126C, WB143C Wall Bracing and heights ranging from 8-112" to 28". 36 Z21 Z4, Z44 Panel StiffanerClips 6 GLTV series hangers Top flange hangers available in widths ranging from 3.114" to 7- 1/8" and heights ranging from 11"tc 32'. FL#10441-R6 FL81051-I 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#f 0447-R5 112" and heights ranging from 8'to,30", Sag # Product Model. NumbarorName Product Description Sea # Product Model; Number Or Maine Product Descritrtien 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-718" 1 DTT2 Hold-down Sea # Product Model. -Num beror Name Product Description 1 CBH2.37x5 5, C8H2.37x7,63 C81-12.374:75 Concealed hangers and heights ranging from 10-112" tc 28". 2 HDC1014, HDC1O722 Hold -dawn 1 AHEP Adjustable Hip -End Connector 2 11 DHU, DHSTF sales hangery Face -mount (DU, DI and top lunge (DHSTF) hangers 11 HGLT series hairgers Top flange hangers available in widths ranging from 3-1/4''to 8- 3 HDQB, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3; DSC511-SD83, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9118" to 3-9116" and heights 7/8" and heights ranging from 7-ItZ'to 37' 4 HDU2, HOU4, HDU5 HOU8, HDU11; HDU14 Hold-down 3 G8C Gable Brace Connector ranging from 9-116"to 23-W16". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4-to7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1 81, HCP2, HCP4 Hip Corner Plate 3 HGU3,63-SDS; HGU5.2.5-SDS, HGU5,50•SDS, HGU5.62-SDS: HGUI HGU7.25- Face mount hangers 118" and heights ranging from 14" to 33". 6 LSTHDB, LSTHDBRJ Slap -style hold-down 5 HHRC2-2, HHRC42, HHR042-2; HHRC411.81, HHRC44, HHRC5.25f3.25 HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers. Top flange hangers available in widths ranging from 2-5118" 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- 0/16" and heights ranging -from iV to 26'. 8 MPAI32, MPAI44 Slap -style purlin anchor 6 HRC1,81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-5116"to 12-718", 14 HUSTF series hangers Top flangejcist 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; HHGU5.62SDS, HHGU7,00SDS HHGU7.25-SDS, Face -mount hangers 39118" and heights ranging from5318" to 13-1/8", 10 PA118, PA123: PA128 PAi35 Slap -style purlin anchor 6 LSU26, LSSU28 LSSU210 LightSfopeable/Skewable U Hanger HHGU9,OO-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths rangirvg from 1-9/16 to 5- 11 STHD10, STHDI ORJ Shag -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUSS_5d110, Face -mount hangers 112" and heights ranging from 3_711e, to 15". Concealed flange 12 STHD14, STHD14RJ Strap -style hold-down 10 TC24, TC26; TC28 Truss Clip HHUS7.2511D version (HUSTF) available,forallmodel-. having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA418, THAC416; THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSURC series hangers Skewed face -mount hangers, available in widths ranging from 3- greater than 2-9116 . THAC422, THAQ6. THA422-2, THA428-2 118' to 5-1/8 and heights ranging from 4-314" to 15-3M!'- 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16"to 7- 12 THAI1 81122, THAI2 OB722; THAI2122, THAI222, THAI322, THAI3522; THAI422 Adjusmble Truss Hanger Sized for Waists sts Concealed flange version (HSURC, H9ULGaailaall -3P8" to 28.3 " 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X,models; only ,acuta flange is concealed, 17 HWPH series hangers Top flange hangers available in widths ranging from I .Wl a" to 7- N 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26. HTLi HTU210, HTU26.2, HTU28-2, HTU210-2 Face -mount hangers 1/2"and heights ranging from 5-318" 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 widths, ranging from 1-9/16 c, 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-911&'to 3= 16 TSBR2-24 Truss Spacer -Restraint 112' and heights ranging from2.7/8" to 19114': Concealed flange 5/8" and heights ranging from 9.118'to;16'. C%A 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC)available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116"and heights 0 W p 18 VTCR Valley Truss Clip greaterthan 2-9116". ranging from 5318" to 7-114". II 1- c 10 HUCQ1.8119SOS, HUCQ1.81111SDS, HUCQ210-2-SOS, HUCO210-3-SDS HUCQ310- Face -mount hangers 20 JBA Beres hanges Top flange hangers avatlallle in vadtn of 7 9116"and heights r.� c Mv N SDS, HU00410-SDS, HUCQ412,SII HUCQ5.2519-SDS, HUCQ5.25/11SDS, HUC0610- ranging from93/16' to 113-118"- Co yg SDS, HUC0612-SDS C � a- 10 O a. fl N t a o Co a E" CD L -'as c� a to CL C E W p f1 J.i O Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 Simpson Strong-Tie'2020 FBC Approved Products Updated 1213012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approves! Products Updated I 3(M20 For dk'ect links to ell S&T approvals listed below, CLICK HERE, For direct links to all SST approvals Rated below,. CLICK HERE For direct Inks to all 0ST,approvals listed below,. CLICK HER For direct Inks to ail SST approvals fisted below: CLICK HERE ii For additional information regarding Flandas Statewide Product Approval System d M m da aunt Notice of Acceptance NO CLICK HERE, e4 G 4 PP Ys mart a -Da County P ( AJ, SrJ,1 '�^ • - 8 a & i fa a r ardor d s St w e aIS t d i d Notre ce tans 0 C KHERE, Far .old ronal n ma an eg g Flan. a ate Id Prydust APProV y"+em Bn M edPtl-Da a County � AC. P l! (N AJ, 11� - Cf IP.i( H^.RF o Fa add&venal mf ahonr ardor Flandas StaleWrde ProductA royal S and M Dade Caun Nouce of cce canoe NOA -- - - _ . _. .. arm e9 g pP ystem aria ty A p (. J a C.I IC.{f HFRF For additional infarnation regarding Hondas Statewide Pr Approval S 'demand Marro -Dade Caen Notice of Acceptance NOA __ _.. -_._. eg ft PdaPt PP '1s tY P ( ). 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#1146a-R5 18 S/LBV1 56, SILBVI.81, VLBV2:06, SR6V2.37, S/LIBV2,56, S1LSV2.68, S/LBV3,12, Top Flange Joist Hanger 5 SET-XP Adhesive Anchorfor concrete ranging from 5-318" to 75-118": S/L8V3 56, SICBV3:62; SIl 6V408; S1LBV4. 2, S1LBV4:28, S1LBV4.75; SlLBV550 6 Strong-Bolt2 (STB2'STB2-4SS, ST62.6SS) Strong-2olt2 Wedge Anchor for concrete.avaiiable in carbon 22 LBAZ series hangers Top flange hangers available in width of 1.0116" and heights sag ?r Product Model. NImbet or Name Product Description 19 SfLTT20, S/DTT2Z, S/HTT14i HTT4, HTT5 Holdowns steeland Types 304 and 316 stainless steel ranging trorr i6"Lf 131i8", 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, 8IMST72 Straps 118 mil (IO'ga) 7 Titan HD (TA-H THD-HMG, THD-1­148S, THD-HBSS THD-CS, THD-csI Titer HD Heavy' Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1 W to 6- 2 HRSfi, HRS8, HRS12 Strap Ties 21 SP4, SPB Stud Plaits Ties available with hex head In carbon steel and Types 304 and 316 7/8 and heights ranging from 9'to 33-112". 3 HUCO210-2-18DS, HUCO2lb-3-SOS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Spud Plat» Ties stainless steel, orwith Countersunk head in carbon steel and 24 MEGS, MEG7 series hangers Top flange hangers available In widths ranging from 5-1 W to 6- 4 THGB2, THGB3 THGBH2, THGBH3:. THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to:32-1J2". S THG02-SDS3, THGQ3SDS4:5, TH001-12-SDS3, THGQH3-SDS4:5, THGQH4SDS6 Joist Hanger 24 T8D22 Truss Brace Diagonal 6 Titan HD Rod Coupler 9HO37634RC, THD50934RC) Then HD Threaded. Rod Coupler for concrete 25 MIT series hangers Top flange hangers avaliabie in widths ranging from 1-9116 to 5 6 THGW3-3, THGW3-4, THGW4.3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod: Hanger (f HDB25158RH, THDB37158RH, TH037212RH, Titen HD Threaded Rod Hangerforconcrse 1f8" and heights ranging from 9-114 to 24", THD50234RH THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-118' FL911473-RS FL#13904-R5 (D 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in widths ranging from 1-9/16" to 7- Sea 0 Product Model. Number or Name Product Description Sea # ProductMgdel. Number or Name Product Description FL#16230-RS 118" and heights ranging 9 114" to'32". 1 DETAL20 Double Embedded Truss Anchor I CCQM3.62-SDSHDG, GCQM4.62-SDSHDG, CCQM5.50-SOSHDG, CCTQM3.62-SDSG", Masonry Pier Caps 2 FGTR, FGTRHL FGTRHR Girder Retrofit Anchor CCTOM4.82SDSG; CCTQM5.50-SDSG, CCCQM3.62-SDSG. CGGQM4.62-SDSG, Seg # Product Model Number or Name Product Description 3 1­116,H16S 1­118-2 1­116-2S Hurricane Tie CCCOM5,507SDSG 1 AT-XP AT-XPHgh-Strength Acrylic Adhesive for concrete. or masonry 17010860-Il 4 HETA12, HETA16 HEFA20, HETA24, HETA40 Embedded Truss Anchor 2 EQCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT• ECCLLQMD3.62G-KT, Masonry Pier Caps 2 EII ET -HP Epoxy Adhesive for masonry 5 I6 HETALI2, HEI HETAL20 Embedded Truss Anchor ECCLLQMD4,62G-KT, ECOLLN�13:6 QMD5.5OG-KT, ECCLRQIG-KT, ECCLROMD4:62G- 3 SET-XP SET-XP High Strength Epoxy Adhesive far masonry Sec # Product Model. Num ber or Name Product Description 6 HGAMI D, HMO Masonry retrofit con neotors KT, ECCLRQMDS 50G-KT 4 Strong -Bolt 2 (ST82) Strong -Soft 2 Wedge Anchor for masonry }ri le 1 ABA44ABA44R;ABA48,AGA46RABA66ABA66R Adjustable Past Base 7 HHETAI6,HHETA20HHETA24HHETA40 Heavy. Embedded Truss Anchor 3 HGUM525;HGUM550,HGUM7,00,HGUM7,25,HGUM9.00 Heavy Masonry Hangers 5 Titen2(TTN2) Titer 2 Screw Anchor for Concrete 2 r A U44 ABU44R ABU46 ABU BR A6U5 5 ABU3 6 BU65 ABU66 BU66R ABU B B 4 ,. A , A 8 , s a Adjustable Post Base 8 5 - LG 2 LG 3-SD T . T S2a, LDT4-SDS3 G der d it Tre own 4 LGU 26 2 LGU 26.3 LCaUM26.4 LGUM28-2 LGUM283 LGUM28 4 LGUM210.2. M M Masonry Beam Hangers y 9e 6 - Tlten HD HD H4SS THD-HISS THD CS6S R Si v Titan HD Heavy -Duty Dut Screw available In 304 Y y ^1 ABU88R,ABU1010,ABU1010RABU1212ABU1212R 9 LTA2 Latera I Truss Anchor LGUM210-3,LGUM210-4,LGUM48;LGUM48;LGUM410 or316stainless steel with hex head, .and316stainless steel with 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ. ABW7-7 A04, AC4R, ACE4, AC6, AC6R, ACE6 Adjustable Post. Base Post Cap 10 11 META12, META16, META18, METAZO, MEfA24; ME-FA40 MSTAM24, MSTAWO, MSTCM40, MSTCM60 Embedded Truss Anchor Slap Tie for Masonry 5 MBHA312f9.25, MBHA312111 25, MBHA3.56P.25, MBHA3,5619.25, MSHA3.56fll.25, MBHA&56111.88 MBHA3,56114 MBHA3.56/1B., MBHA3.56/13 MBHA5 50/725, MasonryTop Flange Beam Hangers 7 Trten Turbo (TNT) countersunk head. Then Turbo Screw Anchor for concrete or masonry Z 5 BC4, BC46, BC4R, 1306, BC6R, BC8, BC52-214, BC52-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry M8HA5.50/9.25 MBHA5.50111.25, MBHA5.50111.88, MBHA5.50/14, MBHAS 50116, 6 C644, C846, CB48, CB68,:CB68 Embedded Column Base M81I cz 7 CESQ44-SD52: CBSQ4&SDS2; CBSQ66-SD52, CBS088-SD52, CBS088-SDS2 Embedded Column Base 6 MBHU3 56/8,25, MBHU3;56/11,25, MBHU3.56111.88, MSHU3.58114; MBHU3 56116, MBHU3.56118, MBHU5:5019 25, MBHUS 50/11.25, MBHU5.5wl1 88, MBHU5.50f14, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-V4" to 9.112" and FL#11496-.R5 W2 ranging from 3-518 to 7-112" MSHU5.50116, MSHU5.50118 Sea # Product Model. Number or Name Product Description O 9 CCQ-SDS2.51 ECCQ-SDS2:5 Series Screwed column cape with W1 ranging from 5-1/4" to 9.1/2' and Sea # Product Model. Num bar or Name Product Description I X34B1016.5K, XI81016, X1810184K, XQ1 S101 S. XQ161016-4K 910.16 Strong -Drive XMetal Self -Drilling, Tapping Screws with #3 L� W2 ranging from 3.5118" to 7.112" 1 DTT1 Z DeckTension Tie Drill Point 10 CPT44Z, CPT66Z CPT88Z Concealed Poet Tie Base 2 H012; HD19 Bolted Holdowns FL#13975-RO 2 XLQ114Tt224 XLQ114B12242K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 12 EPB44A, EP544, EPB46, EPB56 11 Embedded Post Base Embedded Post Base 3 4 HD3B, HD56, HD7B, HDRB HTT4 HTTS, HTT5-314 Bolted Holdowns Tension Ties Seg X Product Modal. Number ar Name Product Description 5 XMQ11461224 XMQJ 1481224-2K Screws with #1 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, 0 13 LC844, LCB66 Embedded Column Base 5 LT719, LTT20B; LTT131 Light Tension Ties 1 SDW22300, SDW32330. SOW22438, SOW22458SDW225Q0 SDW22$00 SDW2263$1, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCBZ Light Post Cap SDW22634 4 XQ114S1224, XQ114B1224-2,51G Xi 14S1224, XQ112S1224 XQ112B1224-2K #12-24 $trong-Drive X Metai $olf Drilling, Tapping Screws with #6 0011 Point (, 15 MP844Z, MPB66Z, MPB88Z Moment Post Base 2 SOW015450 SDWC15600 Stong-Drive SDWC TRUSS Screw 16 P844, PII PB46, P886, PB66R Embedded Post Base F #13628-R5 3 SDWHI9300DB, SDWH1640006 SDWH19600DB, SDWH19800DB SOWHIDIOOODB Strong -Drive SDWH TIMBER-HEXSorew 5 XU34S1016, XU3461016-5K #10-16'Strong-Drive XU Metal:$elf-Drilling, Tapping Screws with 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH27400G, SOWH27t300G SDWH278000, SDWH2710ODG SDWH2712DOG Strong -Drive SDWH.TIMBER-HEXHDGScrew #1 Drill Point 18 19 PBV6, PBV10 PC44-16, PC46-18, PC48-16 PC64-16, PC66-16: EP044-16. EPC48-15, EPC48-.15, Round Post Base Post Cap Seg # 1 Product Model. Number or Name SB1x30 Product Description SB Anchor 5 B SDWS16212, SDWS16300, SDW516312, SDWS16400 SDWS19800, SDW81971Z SOWS22400;SDWS22500;SDWS22512,-SDWS226M, Strong -Drive SDWS FRAMING Screw Strong SOWS TIMBER Screw Grade) O EPC84-16, EPOSS-16 2 SB518x24, S8718x24, SSTB16, SST820, SSTB24, SSTB28, SSTB34, SSTB36, SST616L, SSTB2OL, SSTB24L Bolts SSTB Anchor Bolts SDWS22800, SDWS22900;SOWS221000, SDWS221100, SDWS22i200, SDWS21500 -Drive (Interior FL#35320-R0 L 20 PC4Z, PC4RZ, PCBZ, PCBRZ, PC8Z,. PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPC6RZ; EPC8Z, Post Cap SSTB28L 7 SDWS22300DB. SDWS2240006, SDWS225000B; SDWS226cOD8, SDWS22800DS, Strong -Drive SDWS TIMBER Screw (Exterior Grade) r EPC8RZ SDWS22IOOODB Sec # Product Model. Number or Name Product Description 21 PP844-4Z, PPB44-6Z Post Base 8 SOWS22312086, SDWS225120BB Outdoor Accents Structural Wood Screw 1 DSSCB43,5, OSSCS48, DSSCB48, DSHS Bypass Framing Drift Strut Connector n' 22 RPBZ Retrofit Post Base FL*13872-R4 9 SDWS2730DSS, SDWS27400SS, SOWS27500SS, SDWS276DOSS, SDWS278OOSS; Strong -Drive SDWSTIMBER SS Screw 2 F-CB43 5. FC845 5, FCB475, II IBypass Framing Faed-Clip Connector Vjr� SDWS271000S5 SDWS2712008S 3 FPHSD3451016, FPHSD34B1016, FPHSD34B1O16-5K, FPHSD34S12I4, FPHSD34&1214• FPHSD34B1214.5K #10-16 and #12-14 Strong -Drive FPHSD Framing-to-OFS Self- Drilling. Tapping Screws U) Seg X Product Modal, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV'SOLE-To-RIM Screw FL#1'0866-R5 1 CMST12 CMST14, CMSTCI6, CSf 1; C$16, CSI6, CS20, OS22 Coiled Straps 11 STN22 Outdoor Accents Hex-Hoad Washer 4 LSFC2 25, L$FC4.25, LSFC6.25, SF02 25; SFC4 25, SFC6;25 Steel Framing ConWty U M 2 HRS6, HRS8, HRS12, FHA6, FHA9 FHAl2, FHA18, FHA24., FHA30, MSTi26 MS71­13,6, Straps97 mil (12ga) 5. LSSC425, LSSC6,25 SSC225, $SC4.25, SSCB 25 MSSC225 Iv 25 MSSC6.25, Steel. Stud Connectors Sea # Product Modal. Number or Nama Product Description MST148 MSTI60 MST17Z S1MST27 S1MST37, SIMST48 MSSC4.25KW, MSSC6 25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28 HTS30, HTS30C Heavy Twist Straps FL#1.5363-Rll 6. RCKW3, RCKW5.5, RCKW7.5, RCKW35 I Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30; LSTA38, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA2f, MSTA24 Straps" 43 mil (18 ga) 7 SCB43 5„SG645 5, 80847 5, SO649.5, 8CB411 5 MSCB45 5, MSCS475 Bypass Framing Slide -Clip Connector ^^ 3 - GH46.6, GH46 8, GH48-6, GH4S B,.GH410 6, GH410 8, GH66 6, GH66.8, GH68.6, GH68- Girder Hanger 5 LSTA9 LSTA1?, LSTAIS, LSTAIB, LSTA21, LSTA24, ST292, 5T2122, ST2115, ST2215 Straps 33 mil (20 ga) Sea # Product Model. NumberorName Product Description S. SCS3251$7, .SCS62 5197, SCS82 51118, SCSB2 6M 1S Bypass Framing Connector L.L 8, GH610.6, GH610-8 6 LSUBH3;25, SUBI 25, MSUBH3.25 Bridging Connector 1 AS 18, AS 18S5, AS 18S6 18 ga. Truss Plates 9 SCW3 25 SCW5 5 Head -of -Wall Slide -Clip Connector 4 GLBSA, 01.1356; GLB5C, GLB51)GL67A, GLB713, GLB7C, GI Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga High Strength Truss Plate 10 SJC8.25 SJC10.25, MSJC&25, M5JC10.25 Steel Joist Connectors L� 5 GLBT512. GBLT812, GLBT516, 0BLT616, GLBT520, GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3. AS-20 20 ga. Truss Plata 11 S863.518 Bypass Framing Slide -Clip Strut Connector � c 6 HGLBA, HGLBB, IHGLBD Heavy Glulam Bearing Plate 9 MSTA30, IST6215, ST6224, ST9, STI2. ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (161 4 ASHP Hinge Plate Connector 12 XLSH3431414, XLSH7851414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping V 7 HGT-2, HGT-3, HGT-4 Heavy GirderTiedawn 10 MSTC66, MSTC78 STS236 Straps68 mil (14 ga) Screws W 8 UFPIOSDS3 Universal Foundation Plate 11 MTS12, MTS18, MTS18: MTS20 MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQISiD18, X01131016-4K, X01 S1214: X01BI214-3.5K, XQ78S7224, XQ78B1224-3K, #10-16. 412-14, and #12.24 Strong -Drive X Metal Self -Drilling, S� 9 URFP Universal Retrofit Foundation Plate 12 5/81 56, S/B1.81, SIB2.06, S62.37 S1B2.56, SIB2.68, S783.12 VE3.50. SWB 62, VB4,06; Top Flange. Joist Hangers FL#15730-P,4 X0714SI224; XQ11481224-2 5K, XQ112S1224, XQ112B1224 2K, X34B1016-5K XiS1016, X1B1016-4K, X181214, XIBi214.3.5K Tapping Screws Q CD SJU412, SJB4.28, S/B4.76, SB5 50 Z 13 SIBA2.1228, SJBA2.12/10, SBA2.12612, SIBA2.12/14, SBA4.18/8, SfBA4.18110, Top Flange Joist Hangers Seat # Product Model. Number or Name Product Description SBA4:18/12,S/BA4,18114 1 ET -HP Adhesive Anchor for concrete Z 14 SIH1A HurricaneTie, 2 GAO, GDP, GDPM-50,GOPM-75,GDPM-100,GDPSGW=50GW-75,GW-100,GTH Gas -actuated fasteners and assemblies. 15 S/HD8S, SIHD88, S1HD10S, S/HD10B; S/HD15S, SiHD158 Holdowns 3 PDPA PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs; and assemblies 16 SIHDU4, SIHDUB S/HDU9, SiHII I Holdowns PDPAWL MG', PSVLS, PSVL3-K, PCLDPA; PECLDPA, PTRHA3, PTRHA4 J I7 S1JGT,SIHJCT Joist Hangers 4 SET.3G Adhesive Anchor for concrete Q SHEET NO. May 27, 2022 PA 1.2 aAOTY -d a• ..,+aR' $ '- i�i i iY-., i.... «,:t +z : �r. +•��a:r - - ra.J - w. If !, :III) � 1 : a'E log .: � � • �• .. ..._ rn .. ..� ,;..> ,., '; tt '"I '.# Iba •' W lil A `. 1.. .' 't f -. ! �,,, ,-- • �. ` 1 (: - t : { 1 +ta K "-R :FI bi �' !. �' F ,Y IY;:tt 4 - *-4 Ned:--d ,IY:R ! riJ Oro 6b '. v� 4? 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' _YlkSelt s �+°- IYN �+ ; � + r . a+ * '1 1 ;a• al ,i • i ^' s May 27, 2022 N to C0 N U O O C .� CQ U -0 �- T� O �U��:aS \V Q �•t,IS cV cn O � 5-Co 0 O O Ca LL p _ .� O C- ca '0 t a. cn E-4,-NNNA z co cu L CL O Q L U O L CL U co m 0 L We W zJ L Q LL SHEET NO. PA 1.3 N s MIAMNpA� 1�ZiAMI-DARE coU _ � � O U -0 O -0 N � Q O O CB .� O U C � M Co c!� 2 .O N i= 0 O � L.L — O *— prepared CD > 'c3 -� O N L to -F-' iZ U) C 4O s� `r o. � e� .omvNc m o .. d N u y� L O r 4 a c E o a zU) 0 C O S.� v M m Q H >U O CU Q� Z J Z Q a SHEET NO. PA 1.4 aTsr PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (�R) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION Di1''TS1ON Mia►ni, Florida 33175.2474 T (786) 315-2590 F (786} 315-2599 NOTICE OF ACCEPTANCE (NOA) w'�y�°.miamidaae.aav/economy Cast 1. -Crete ITS'A, LLC NOTICE OFACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #U3-4+6tf5.04 Cast 3, -Crete USA, LLC NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # I2-0209.12 Cast 5, -Crete USA T�L+G NOTICE OF ACCEPTANCE; EVIDENCE. SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-t19(13.03 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Setiner, Florida 335$4 1. Drawing No. FD4612, titled "Precast d Prestressed Lintel Details'; sheet 1 of I, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of b Craig Perrino, P.E:, dated March 24, 2003 and Drawiir N' , LT4612, titled y g 1,: prepared by Craig Farrina, P.E., dated March 24, 2003 and Drawing. No. 1, dated 03/24It73 and Drawing I�Zra LT4612, titled "Cast -Crete 4", 6" �r 12 „ SCOPE.. " -Crete 4" 6" & 12 "Lintel � e .T,#cxd Tables" sheets l through 3 of 3, prepared hY Cast , � � „ ,, LT4612, titled Cast -Crete 4 , � & 12 Lintel Safe Load Tables" , .sheets 1 Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 0Gi12/l4, all . . . This. NOA is being issued under the. applicable rules and regulations governing the use of construction materials. . 2003, 1 t revision #1 dated A rrI 2�4 2t1p3 both o P.E. dated March 24 as Craig Parrm , , P . 2003, last through 3 cr, f3, prepared by Craig Prrrrtr�o. P,E., dated March,24, s . . prepared, signed and sealed by Craig Parrrno, P.E., on 08119114. The documentation submitted has been reviewed. and accepted Miami -Dade County RER- Product Control �' �! drawings signed and sealed by Craig Parrxira, P.E. , . , revision dated March 11, 2008, ..all signed and sealed by Craig Parrrno, P.E., on Section to be used in Miami Dade County and. other areas where allowed by the Authority Having Jurisdiction B. TESTS 114at-ch �"2, 2012. B. TESTS (AHJ). L Test report on,;�lexural testing on 4" 6" �r 12"Precast Concrete Lintels .Filled and B. TESTS 1. �an'a` This NOA snail not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13,} concrete lintel specimens, per ASTMS 529-94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas ocher than Miami Bade County) reserve the _right to have by Applied Research Laboratories; Report No. 30444A, dated 04/ID!(J3, signed and I. None. I. Calculations or Cast -Crete Lintels, elated 08/19/2014, I4.2tJ1 through 14.236; f pages g this product or material tested for quality assurance purposes. 1f this product or material fails to perform in the sealed by Christopher A. Flamon; P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke /T �'�""^^� - 1 DECO rlVc. TILUT TESTING & ENGINEERING COMPANY PRODUCT N:VALUATION POH"1VU. 20-U728.Di 2 2.2. TEST REPORS; Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Coda. Uniform static lands WAT.TRR A. TTLi17,.tIL; PE. tiltecD(ar4ol.com ILFx. LlnnraYa4R,T.' R Ce 11e NA, NOON as p reports per TAS 202 Protocol. Test re r p p spared by Hurricane Engineering & Testing, Inc. Reports # 96-589 dated 08l09/1996, #96-570 dated 09/18I1996, PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04/16/1998 and # 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No. REPORT NO : 20-0726.01 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E_ DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13, 2009, PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. PRODUCT SUB - CATEGORY-, Storm 23. RUCTU.RAL _E_NEERING_C9LCULATIONS- On 20 Cage Galvanized Steel Storrs Panel for maximum panel length vs. design PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as welt as maximum anchor spacing vs. design wind load and panel MANUFACTURER; Global Protection Products LL C- length based on rational and comparative analysis, and In Accordance with 4800 S.W. 51 Street section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., Davie, Florida33314 dated 11/03108 and 03112115. signed and sealed by Walter A. Tillit, Jr., P.E. 1 PURPOSE OF EVALUATION • -. This is a Product Evaluation Report issued by Walter A. Jr., P.E. System 3, MISSILE IMPACT RESISTANCE° Large issue impact under g m p u de section 1628 of the Florida BuildingCode, as per TAS 201 Protocol. ID #<1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Bus!neras and 4• WINO LOADS RESISTANCE Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, been verified for compliance in accordance with the 2020 Seventh Edition of the 16,19, 25 d of 26 f an 26 o Product Evaluation Document drawing No. • Florida Building Code, and to verify that the product is for thepurpose'In 9 p tended Y 20- 20.176. Maximum Anchor ' Spacing shall be as Indicated on sheets 8, 9, 10, 11, on sheet at least equivalent to that required by the Code. 14 1 7 8 9 202 and f 2 5, 1 1 1 5 26 0 6, of Product Evaluation Document (P.E.D.), drawing No. 20.178, 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 5, INSTALLATION: Installation shall be performed strictly in accordance with details indicated on 2 EVIDENCE SUBMITTED` sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document 2.1. PRODUCT EVALUATION DQCUMENT P.E.Dc1: (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as Drawing No. 20-176, titled "20 GAGE GALV NIZED STEEL STORM PANEL" Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Waiter A. (P.E.D.), drawing No, 20-178. Tillit; Jr., P.E.; dated 07128/2020. This drawing is an integral part,%l,Jhls Evaluation Report. A. tit„llpiriirplrff . j,��,��`�A �yr,ENSe' � N0.44167 = 4�167 — _ STATE OF -9z �19 M rs1 . 6356 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: 305 871-1530 off ml4i1M1 GENERAL�LEri��r� B.3) IN CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANELS, STUCCO OR WINO BDAROS BE FOUND ON THE 0" S7� �� �-N EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE MIND Rai PANELS. 1. STORM PANEL SHOWN 4N iHRS PROO-U EVN.UARHXI DOCUMENT (P.U.) HAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL O AS MENTIONED IN 8.1) AND IN 92). ACCORDANCE WITH THE 2020 (78, EDITION) OF THE FLORIDA SU41NNG CODE (C) TD EXLSfING YK18D ( � f-•�,� r - O % MIN 1, DESIGN WIND LONE SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOYE MENTIONED CODE, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION V44M THESE SHUTTERS WAL SE ILSTALLED ANEI - 114'0 TAPCON ANCHORS. AS MANUFACTURED BY t.T.W. BUILDEX. INC. - j„4-YO PANELDUTE FEMALE 10 ANTI PANDUAkIE PLUS ANCInVIS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, FOR A DIRECT004M FACTOR Kd.D85. USING ASCE 7-16 AND SHALL NOT EXCEED TE MAXIMUM (AS,O.) - 1/4'0 [W SCREWS PER N.6.8: DEMON PRESSURE RATINGS INDICATED ON SHEETS 7 iHRU 12. 14, 15, 10, 19 a: 201 - 7/16'0 X 5/8• WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW, BOLT k SPECIALTY Co, IN ORDER TO VERIFY THE ABOVE CONDRTOt, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASIDE 7-15 SHALL BE FIRST REDUCED TO AS.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO C.1) MINIMUM THREADED PENETRATON INTO WOOD OF TAPCON ANCHORS SHALL BE T 1/r AND 2- FOR ELCO PANELWE: PLUS COMPARE THESE W/ MAX, (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14, 15, 15, 19 6: 20, AND PANELMALE FEMALE ID. N ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O. AS TESTED WERE HOT OVER STRESSED, A 3M INCREASE IN ALLOWABLE C.2) MINIMUM THREADED PENETRATION OF LAG SCREW; INTO THE WOOD FRAME OW Sfuat BE 1 1/2', NO THREADED PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOVIAEO THREADED PENETRATION. STRESS FOR WIND LOAD$ WAS SM USED IN TRDR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMMED IN ACCORDANCE VITA N.D.S. 2018. CA MRNNUM EDGE OS N CE OF RAG SCREWS, INTO WOOD SHALL BE AS IKDLCARED IN THIS DRAWING STORM PANEL'S ADEQZONED, CO FOR IMPACT WIND fNENGINEERI HAS BEEN VERIFIED N WITH 1626 OF URRI THE ABOVE MENTIONED, CODE HURRICANE ENGINEERING h RESTING INC. REPORTS 5560.NCE & REPORTS 70 & 9 , 96-130 AND C.4) MWRAUM PENETRATION OF WOOD BUSHING SHALL BE 5/r. 1/4- 0-20 SCREWS USED `SHALL 9E 1 1/2- LONG MINIMUM INC.,PER FENESTRATION TESTING LAB. C.REPORTS F2032 NE j'2726 AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. S-202 D TAS 0 SHOULD STUCCO EXIST, AND 1' MIBMUM FOR WALLS WITH NO STUCCO. AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT I0219.01-09, AS PER TAS 201• TAS 202 AND TAS 203 STANDARDS. C.S) IN CASE THAT PRECAST STONE4 OR PRECAST CONCRETE PANELS STU= OR WOW BOARDS FOUHIO ON THE E%Ltt:kO Z ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTIERIWSE NOTED). SEE SHEET 2. WALL. AN WALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE MIND SUCH PANELS. ANCHORAGE . SHALL BE AS MENTIONED IN CA), C2) Y C.4) 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SNAIL HAVE 31p5-1114 ALLOY. (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHON'S MANUFACTURER. 4, ALL ATEFL SHEET METAL PANELS. SHALL HAVE STRUCTURAL LLO). STEEL. ASTM A-6S3 GRADE 50 MINIMUM, G-etc GALVANIZED STEEL DESNGMATON W/fY- 5&5 Msi (AFTER Rq.LEO). 8. PANELS MAY ALSO BE NSTALLED HORIZONTALLY FOLLOWING INSTALLATION DL7A1LS SHOWN ON SECTION 3 THROUGH to (SHEETS 4 THROUGH 6) EXCEPT THAT HEWERS d) & Q) SILL NOT BE USED COATED (CARBON SREEL D PER S. ALL SCREWS l0 BE STAINLESS STEEL STRENGTH 304 OR 310 AE SERTENSILE W/ SO X53 VELD STRENGTH AND !IO Mz lENS1.E 57187N07H A SHALL COMPLY Wj FLORIDA BUILDING CODE EN CORROSION COMPLY STRENGTH 9. O BULL BE THE RESPONSIBILITY O F THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE SE IO 2 SECTION 24R 1.].3,4, ATTACHED TO NSUFTE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BINDINGS. & BOLTS TO BE ASR4 A-307 GALVANIZED STEEL, OR AM -104 SERIES STAINLESS STEEL, WITH 36 Hai MINIMUM YIELD STRENGTH. 10, 0 EACH REGULAR STORM PANEL WITH lEN0FtR5 OVER 8'-8 11IROINGM 12•-4•, AS PER SECTIONS 6, B. 9 de 10 AND ALTERNATIVES 8W, 9W a: IOW ON SHEETS 5, 5 h 12 RrSPECTAFA.Y; SHALL NAVE A LEGIBLE AND READILY VISal MARKING INSTRUCTING OWNER OR 7. ANCHORS 70 WALL SILL BE AS FOLLOWS: TENANT TO SECLHRE PANELS WITH APPLICABLE REINFORCEMENT DURING PERKiDS OF "URRICANE WARNING. (A)) TG EGO•^-° CSC' ' Ile* / A7/r ANCHORS AS MANUFACTURED BY f,T,W. BY INC. t c St92 P.s.i.) 11, THE INSTALLATION CONTRACTOR IS TO SEA4✓CAULK ALL SHUTTER COMPONENT EDGES WHICH RD" IN COHTIMJOUS CONTACT WBH THE BUILDING TO PREVENT WINO/RAIN It/TRilSMUFN. OE A INC.lin. - 1/4' M X 7/a" CALK -IN ANCNOR5. AS MAAIFACRARED BY OEWALT . (MIN. re=:3fIOD P•'si.) - 1/4"0 X 3/4' SOLID -SET ANCHORO, AS GSTRIBUTEO BY ALL POINT SCREW, SOLT 8 SPECIALTY CO. Q. STORM PANEL NSrALLATON SHALL COMPLY WITH SPECS INDICATED IN THS DRAWING PLUS ANY BUILDING AND ZONING fECULATWNS (Min. Fu-3000 P.s.L) PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. - f14- ON, P n50 pE FEMME O & PANELMAIE PLUS ANCHORS, AS MANUFACTURED BY F3L'0 CONSTRUCTION PRODUCTS. (MN. Fs-33S0 pad,) 13. (a) THIS PRDDUCT EVALUATION DOCUMENT (P.EOJ PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION - i/4.0 GF TAP-a2RiP ANCHORS. AS MANUFACTURED BY iRU-FAST CORPORATION (rXr-3600 p.a3,) FOR A SITE SPECIFIC PROJECT: L.. WHERE THE SITE CONDITIONS DEVIATE FROM THE P,E.D. A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4"; 2" FOR PANELAUTE FEMALE (a) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION NCLLEXNG LIFE SAFETY OF THIS PRODUCT BASED ON THIS P,ED, PROVIDED Ht/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DO UM04T. t0 AND PANEM4ITE PLUS AND 1 1/4" FOR CF TAP-mP ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSSMLBY, A2) CALK -IN & SOLID -SET ANCHORS SAL. BE EMBEDDED 7/a• INTO THE POURED CONCRETE. NO EUBEOMENT INTO (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID I MODIFIED. STUCCO SHALL BE PERMITTED. 1/4- 0-20 SCREWS USED SHALL BE 1 Ilr LONG MINIMUM SHOULD STUCCO EnST. NO 1' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O. HEAD. (d) SITE SPECIFIC PR04ECT5 SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL. BECOME THE BUT WIN WING f4m. ENGINEER OF RECORD (E,OA,) FDA THE PROJECT AND WINO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE Plop ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TU THE A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAYERS. STUCCO OR WOOD BOARDS BE FOUND ON THE P.E.D. ENGINEER Shall SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. EXISDNG WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS ACHOFtA.GE SHALL BE AS MENTIONED IN XI) AND IN A2). (e) THIS P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SO4ATRRRE Of THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. (B) ro EXlsnnr- {:,�acRFTF Lbtrit Al ArnL -90: - 1/4 A TAFCOH ANCHORS AS MANUFACTURED BY 1. T, W. BULOEX, INC. - 1/4 ♦ x 71r CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC (MIN. f' -15DU pmj 14. BANDER IAANt/IN ACCORD CER SHALL BE LOCATED DNA FLORIDA VISIBLE LOCATION AT STORM PANEL SHUTLr R N ACCORDANCE WITH SECTION 3 OF NAMOBUILDING1 CODE. LABEL - 1/4'0 X 3/4' SOLID-SEr ANCHORS. AS DISTFOM BY AL. PONE SCREW. BUT k SPECIALTY CO. SHALL GG TO OPENING. LABEDNG TO COMPLY WITH SECTION t709.9.2 OF THE FLORIDA BUILDING CODED FOR , NE (MN. Fw1E00 P.E.I.) - 114-10 PANELVATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION TINIO ORAWNG Sf(4LL.ONLY BE USED TO PRODUCTS (MN. rc-2011 p,ti.) QBTAN FERMIS N THE STATE OF FLOWD,0. `..,A1%1111110104" - 1./4' a OF TAP -GRIP ANCHORS, AS MANUFACTURED BY TRu-FAST cowoRATION -a. NN�`'�-,tR ..xi�/4, 8.7) MINIMUM EMBEOMENT OF TAPCON ANCHORS, ELCO PANEUUTES AND OF TAP -GRIP ANCHOR, INTO THE y.,•,+N.gpi,+Ar t', U FLORIDA BUILDING CODE Hi h Val CRY Hurrrca BLOCK UNIT SHALL BE 1 1/4'. No. a20 e2oR/ M,TbI. NC GAGE GALVANIZEDSTEEL ST1MW PANEL 6.2) CALK -IN k 5{.ID-SET ANCHORS SHALL BE D48EOOE0 7/8' INTO THE GNANCRETE BLOCK UNRi. NO 67- f INTO STU= SHALL BE PERMITTED. 1/4- 11-20 SCREWS USED SHALL BE 1 1/2- LONG NINa1UM AND i" MIUMUAN FOR WALLS WITH No STUCCO. 2•'a: CIA.- N- II GLOBAL PROTECTION PRODUCTS', U.C.EUOST, INSTALLATION JQETAILS INTO EXISTING POURED EOR REGULAR E NELS CONCRET-E OR CONCRETE f dE is BLOCK TRUCTURES Cwou= MKHORS CONCRETE NNCHOaS Vats as T KKIG HCH a) C0N0RtC ANCHORS (SEE mum \ (SEE SCNCORa[ ON SkMTS as i�E1CN101fCN a) ,- -i3O. CONCRETE AWgRS r CONCRE POURED 4 CONCRETE REUXWREbI MKfls. a TIOOJCN 9) EXISTING POLPREa 3 coWcRETE RE4UT Itw 1- 1 SHEETS 5 THROUGH a) l^ 5.9. .1 1" Min.I-.- € 1' MC, '. Ia.1S j 4. 1/4- '.. \ ° `y 1/4' ,[{ t ✓'- 4 ` 7 4' 1 tld35 ✓2- SaLs 5�0.C•. Ivy 1 1. EWING POUKD ED, I CITE I � � i I 1 °�,01 EG. EID T 1�17gtED. I � ` 1Yrt. r� � � t@ Cn2it � i � W ENE PEWMREO. yy A�`' i p TUayyA 1 ! ( 54E t x i*s I 9t[ faea4aE 1 ipR sDWNaw a 1 pOf• STLa a rJ I OEM sRa u In Oi I 1 12 11 D.C. • -i OA + I i ro« iX) 8 En1N9.i ; } arc asHta XE 1 �,'EMu9mR i i AX 1 TO 14Mes I �� ! ' 6 t a � �'..p . I �:�2`. � � a I I :!'.. I ,C�jf 'i 1 BWM � • �, I\ E]USTING P0LME0 , E>d' r� L, i I 19 1/Y 4C, j E,p. ( if EYflN SIIXO • -CONCRETE t)N.'- I ..._. e 1 cX.A 1 r+ H9RN4G POINIFQ,} I I `w OIS'NNG POUREEp;,; EA. 1 12 1/1^ as CaxCRETE DBRDUK I M' CONCRETE BLOCK i REQUIRED. 1 _ 1 �'r'- PIXY sIO. O.G.. 12 tn• f ! I ( __.-._! CONCRETE BR CONCRETE BLOCK I 1 �• POURED. I ' 1 i i�L'15.. `�\�y ��\,4 .4z. ,.. t:E.�:e �/I LE , t �i2• .9. ^ { f: HOSING m"p-' I W CONCRETE ; �1 I* Nlrt �NR CONCREIE ANCHORS f I /��) i /4r .` dt biAF CQRCRl7[ Aypppg 4 ) r '+._ 17 KJ/_y w t 51✓itNEliID W/ SND—J V iM. OR 7 ras O / CONCRETE ANCHORS (SINE 'SCHEDULE ON "" \ ce,R y,Ny WRC74TE NR]gR5 \.% at Cent. #N9, 9 8S. iSPf SCM9tIE ON SHEETS A TTNRD" 9} SALMIS alftOTHROUGH SHFLTS a THROUWI 9) a fox 1K"4It, iiidCE TxALE 3/9,Xt' CEILING AV EffR MOUNTING SCALE 3A'9-1` SCALE 3A`B+,t` INQ ALTERNATE $tfilT MOUNTING �lu."a 3/B.j�` E.O, - EDGE DISTANCE 1 (SEE SCHEDULE ON L°�'raAaRllaH 1 SFIEEIS a k 9) I ! e i 3 NIM MR ( USI ATION OF Y I /a t oa' 1 e,,,- A' NIK/N114RN/AWA TOP k BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY I I RN5TALLATIDN. Ew511N0 PSNREQ. x Y %� FLORIDA BUILDING CODE (Woh ve)ocr Hurctcan* Zone CCONCIREQUIRED. /4 CN fED� 3 7f �` • * 7 _ � T&TECO, RIC 20 GRGE GALVANIZED STEEL STORM PANEL oiler aP TsEE saaDD r aM Rem a tIWOl10H 9) \ CEILING _11IFSn- � �•� s a� FATE os�o GLOBAL PROTECTION PRODUCTS, U.C. IL E C O ti9�. 07/ AP -, �.._.__ _ +aaa sa. 51 Spourr FL FAc.1{b4JEtA-eN97 W-75m. 1WU§194 IVAL E '�i'K�' � F 20-176 SCALE 3/8-11 nX.t..'"`uaw�Fnck^aMa9Ti9 ' •Ar ,16ia ,XR anr. f19AWI1G N0; � �, MM9,7F$ A - Jr., P.E. 'rO* N La[T 1 a 26 PBODi)CT 1: U UATEON REPORT No.200738.01 .3. B MATERIAL CHARACTERISTIC-MDSPECIFICATIONS: Shall be strictly in accordance with General Notes and Components Indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing N 0 20-176.:Anchcr specifications shall be as indicated an 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 stdctiy 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.Product. a ein stalled 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 b Walter A. Tiliif, Jr. P,E, Florida License p P Y No. President of Til I 0 4416 , P widen tRltrAo, nG (Florida CA-0006719 , ) �rAolylPk A4 ,1TI4F AAA,• Ai, .........Crj�,y �.44167z = z TA E OF _ 5 T d". s CFil4_•• 'M'AtF+fb�� M�;1ITYAAi WAT)LL D:T TI LTECO ADMON RECORDS t P. E. REPORT:20 1 OLOBAI. PROTECTION PRODUCTS, LLC 1.20 GAGE GALVANIZED STEEL STORM PANED DRwa* 2NI761 REPORT# 20-0728.61 W/ AWSAWEO I, Na tD.Ca• ISOMETRIC VIEWN. DETAIL A ROUNDED CORNER D ENDS OF PANEL'S END LIP W/ HIENMET EDGE. (N.T.S) (1) 2')(7"Xl/4' ALUMINUMANGLE Q "h' HEADER N. /fl::JECO INC- TILLIT TESTING 6 ENGINEERING COMPANY WALTER/A. TILLTT,_a, P.E. HI Cc0 aQaOI.COLD ar,xr•. T' u PRODUCT EVALUATION REPORT 44167 t'LL.A. Liceale Va.7N6?74 REPORT NO.: 20-OT27.02 DATE: July27; 202 a PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAIVE: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUABON: This is a Product Evaluation Report Issued by WalterA. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No, S1G20.3, Method 10 of the Florida Department of Business and Professional Regulation.. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida BuildingCode and to verify that the product Is for the rose Intended a t o r u fY P purpose 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: 2 •.PRODUCT EVALUATION DOCUMENT (P E b )- DraWing No. 20-175, titled 624 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 inte i 1 Evaluation Report. �� �'� Tf � � � •�GENSF :.9 :, r44167 6355 N.W. 354h Street, Suite 105,'MiamL Florida 33166 - Phone: (305) 871- 196" (TOTAL /-t 1,350---t. 0,078' UK THICK 1.350" GRAM so N HEMME6 I i 2,651 a-B0 OAtv... pypE , /_HEMMED TIP. OCTAL A EDGE L➢E-- A I 4$3 •I (A END STORM PANEL ,426 e.750•g--`30044-SETMS f'^ 25' I "S.B. SM RANI') S:S, sm NNYLt 7O "'} T' TO ANGLE IIITO MOLE D ._ _...-.� 1 12 I/r QC 12 1/r 2.000" 1.500' � T.SIW- OET�AW. , .939' Ok'TA0. 1 I L _..____ tint O 'U' HEADER � MOLE Q ANGLE wi1•H STUD � ANGLE WiTH REVERSE STUD 0 �yP T� .374' .374' .aB6'-N�s.750'r- C •��..390' ! aF PANEL .t88' � .i rz*qP�-` a' 725. 1 /4Y-20. 304 SERIES L SKID RIWERm 70 AW 1,4�9.d63' a23'' , .375` ^'' a 0'I ANGLE O Y2 1Jr 9�"fllf��dIF3t67007" 5'4 .710 aBnI . AMc .00.5'KEY HOLE WASHER °� -- T .Des 6 'F" TRACK ANGLE ( 3 a' 'f TRACK FIAT PLATED O.D36' (Min.) i-.o34-„aS MMHMMN/' . WITH STUD G4LVANHZET) S1E0.-'" W>�;"tS K., 1�C/T I'm . �r' �,tENfie `: Na. 44167 FLORIDA BUILDING CODE (High Veioa :ta7S' PLATED WING Nis STATE o 20 GAGE GALVANIZED STEEL STORY I KEY HOLE AT PANEL y /p IL E C O Ewc. GLOBAL PROTECTION PRODUCTS ALTERRMtACLY, tiaNG MIT w/aAr 4aII xe. 51 siREiT MOMDUNIC WASHER W/ ADDITIONAL T*w-, , N4A mmw,Xamq n s,Yw pNgre (95 75M, FAX1(954NaI^aTi • 7/5.OA/32' wrBWER'(sOCNIAsa nA-aaroT19 P0Q w_1gY •Xw Aa..w, r.i SfkEl OR NXSREL pti,AtED 6TEEL). L SAt/'adlStuRf/AAffi A 71111r Ar., P,E 7 CONCRETE ANCHORS_ stm 8 MIRIA 9) OVCRETE BLOCK EOUMF CONCft E ANCHORS _ M SCHIMU ON SHEE'Rs 5 ➢iRfX w D) SCALE """. COSIM -- P * law t- WIDE X VARIES a ,/B' THICK' &VAL TUBE OR I' X ,__af 19 J OD P.T. WOPUTE SPACER e NEW 1' WIDE X VARIES X 1 a' ALUM TUBE OR I" X YARNS /f _P•T. WOW PLATE SPACER CANCPEIE ANCHORS • • (SEE SWIEDUE ON - mcm a THRO" 11) "a Mom" I T fr LIn. CONCRETE BLOCK 1.� E5- wi 00 CN ow a a a) 3 MST. REQUIRED. Imck's mow WALE DETAIL FOR X"RS REQUIRED AI. ME BOTTOM TRACKS AUA= TO 5n=i0WQ HANDS Cant: s' 1 iwiwM� I ! ens � f. it ae. i I�BAwV arw-,,,: aI-�"' • = t f � 19t L 4ai H' I i 1 �rJ I J SA Sr�7 E A iPLAN1 Cl%°Air n, . ;a, 1 Call: B_f LAN1 1NM. 1 � VNl. ,.,1Ar1•vwm.i W. ,reb"-'r»'�ma .`Ii!i%�.. _ ! 1 41i�n'Eim19'a � 4 I ARCwm 1 r,r.A.� Ie1Re,Aaam,al4ra 9fL• a : } � 3 wow Attl.�. ' R�iMs 4 p } 1 I Al CASED (PLAN) WNu eiUi4a mRi°Q�4aI�-, Mwm n omaw"wn A77� AIM13II a SCALE 3/8-1" M"' WM ac.' X E.D. EDGE DWIAF/CE WN ftW '(SEE SCHEDULE ON '""lf °' 1' CPLAN) SHEETS 8 & 9} I SCALE 3/76-t' tT)R Lx)MeRNATrotN � sFcT1_�: TGP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY DASH E iF'LANI BJSIALLAnON. SCALE 3/16+R' PRODUCT EVAIXATIOV RR RT NO 28-0727 02 2 2.2. TEST REPORTS: Large missile Impact load "tests were performed under SSTO 12-99 standard as r section 1609.1.2 of the Florida Building Code, Uniform static loads as r per 9 per Section 1709.8.3, per ASTM E-330, Test reports prepared by American Testing Lab of South Florida, Report# 0814-01-01 dated 03/11102 witnessed by William R. Mannar, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E, and Report No. 0219.01-0-9,>dated February 26, 2009, signed and sealed by Edmundo Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Builds Test R r Building Code.. T a .sport prepared by American Testing Lab of South Florida; Report. No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed n r g ea ed by Frank Grate, P.E, as a ASTM E-8 and Tensile Test as P per OC Metallurgical Report No. 1OiCM-1318, dated December 1, 2010 signed and sealed by JerryJaciofano, 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 Y section 1604 of the Florida Building Code. CalDuI attars r erect bYTiItoco , Inc., dated 12/1 Bf10 and 08/27113 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3 MISSILE IMPACT RESISTANCE —.- Large missile impact under section 16091.2 of the Florida Building Code, as per SSTD 12-99'Standard and TAS 201. 4 WIND L OAD6 RESISTANCE• 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11,13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Parts] has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard. PROnU EVgr UATION R'F:PORTA'0 20.072T.03 ? 5 INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheetsu 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, 16, 18 and 18 of 18, of Product Evaluation Document (P.E.D,), drawing No. 20-175. O_A AATERIAL CHARACTERISTICS AND SPECIFICATIo Shall be strictly in accordance with General Notes and Components indicated on 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: 7A. 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 b Tilteco, Inc. and signed and sealed Walter A. T1111t .E. Y sig by Jr.,, 7T2 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. Prod uct Evaluation Report prepare d by Wolfer A. Tillit, Jr. P,E(FloridaFI License No. 44167), President of Tilteco, Inc. (Florida CA-0006719), WAnf-L D:1 TILTECO AOMON RECORDS L GALVANIZE STE$L $FORM PANEL 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, 1W/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, GW/11 8 7W/11 3` MAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 6 R 3• MAX MN. FOR WOOD SEE SECTIONS ON SHEETS 10 a: 11 T' MIN.,,,, C 71 D r� j _ --T- -T- -_ r. r. r P r --T T-- 1 _-Y 1- -T-- ---7.--.T. D.M.. l 1 T T fl 4p- i4 - _ - - _.... , UNDOLTED PANELS `rt BOLTED PANELS W/ 1/40-2OX,'- J -.: S. M.S, BOLT W/ 7/8" X 3/32' >✓ (SEE 5EL"TE1N8 AS % J -' WIMGNUTS a EA OVERLAP , APPLICABLE) t (SEE SECTIONS AS OVERLAP i_J_( J V / 1 f i ! { I 1/4, 2/4, 3/4, 4/4. 5/5. 7/5, 3' MMx YI+wu. �1 1W/10, 2W/10, SW/10, 4W/10, 5W/10. 6W/11 A 7W/11 6/5 4 ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 6 �`"""�" FOR WOOD SEE $=DNS ON SHEETS 10 e: ii REGULAR STORM PANE Zi }1 - Q. ELEVATION N.T.S. 2.6r 1/4- MIX. CAP (AWL a ER AP -1 *01 VALLEY) MAX, DAP ,0. �fCK �:... T I� Et) FLORIDA BUILDING CODE (High Valocifty Hurricane Sono ` N 44167 a` 20 GAGE GALVANIM STEEL STORM PANEL ORRI an $ICON A —A * * * _a _ 0 /Zv— N.rs o'• ATE NA, I L E C O Elie. GLOBAL PROTECTION PRODUCTS. LLC. DDE 4WD SW. s1 s I - a M1ff. FL Dlii ,, vr7 v >,w a Xw aaa W aM, aMooa n a r nms: (IIF)<aa T6AA FAIL (aa4NaW em 20-178 m-Im.fs:RAW m-1111 rsr eww n.,. era �IMWXNG IMm RA1111E11p�•-_ WN.IDtvfi/.k.. P.E MA ..LINT 3 M 21 mRrrE FOR COMB.: sgl,,w OF 6ET•T1fMNA:; E.D. - EDGE DISTANCE - (SEE SCHEDULE ON TOP k BOTTOM MCUMINCS CAN BE SHEET 9} .COMBINED IN ANY WAY 7OSUn ANY INSTALLATION. ANCHORS: FOR CONCRETE SEE SO4EDULE ON SHEET FOR WOAD SEE SECi1QNS ON SHEET 12 MIX, 2.6r r AIR,. (MK ONFla W�41 *W VALLEY) 49, 14.MR11A, t�M I• w y n.. noN m � 1: 1 1 i j i O,ERUP• I ie 7 I � t�' n -- 2 rT _ _ T j'T'_ of 'L,. _M 9 11741-2IsiT i T 1 I �i I T 1 - 15,/fr5."sElxTb'I�rl II� I I KAY ijl'Mtl y'Uf 1 FACT it j ill l li i f{{ I l i I s I I 1 I ; � irN it �IiI iiif t'. Nil ii �N tIi 1� I N I i I t L a, 9. 1% oft wed 3` MIX i 5f 3` MIX,. .-. D.Y.,P�ca as flaJRi 1• Min. MMI __ ANCHORS: FOR CONCRETE SEE SCHE0F71-E ON SHEET 9 FOR WOOD SE SECTONS ON SHEET 12 EP REGULAR STORM PANELS its A Et WATK)N 1 i aCALE 3/3Y-1 1/4' MAX. GOP 2.67• (INK OM4AP -I WHOLE WUEf) � Chi CONCRETE 5 ♦ Mot eoneRETE OR SECTION A=A 9Enu9Ma BtDtXt SCALE 3/32--1' tU c- C/) CD > Cll U (D 0 O CU Q U a—• U) N :3 -0 U cn 1= 0 2O •— = O O LL- 0 >E .� U) 0 0 � L� 14 Z Z W J C O \CU \\' — Lill O LJ C -a N m >e y- C Lt- G N R O a N � N t N Q yam,. O fp N 3 = � aA aA 2 CL E rL.+ C GA J G s 3 4c lC N ai � W v w i 'm c - ? rr R • — T W IL C E o 11 V Cn4-wall w ICU CL CL U CIO C OLE U '� V) ICU LU = Q Z Z Q J I� SHEET NO. SH 1,0. 811.1.3&4 1 OR WK WALL AND EWOR MOUNTiNG INSTALLATION FOR ;�_- r_�6, SPLIT PANELS taY7F jm+i N \ {4ryp@.6.1y1Ja1gY�aM�• M4=a 7- AYuti..IARE�-e• C ® IFJR a01,ON) i, SM. TOP lU I ,• I +�a� 1 Y. �� ?" YA ,' i• I/ri nft Bu3I wAStra a Nut. 610 UPON A. I I I EDGE OF WALL r i. ' .-. ,• C COFAIWI'�'E OR�"61pM rANID EaCX Af6/,TAWW/N21/L/r �.. i 4 1/2' -J MAN. ED. x FILED Buts i 1 1 i i aN I I i4C SOME: 1 4" 1" +10 E��,," = "TAIL 1 4 k IDL 1/4• M.. i 1 $-= a k a) `� WIICI NXIOIMf �• FSi IY D.C. Y \ FWID BLOCK w-0• Y4. MNFA (A 1/4'4 nMl NATO Mw RARG _NE9- - FV iLWQ a NUT. WA00K , I 212'q/45O'-a' M Alert. ANOIE ONE 2 k u Y� I - E A� SECTION Y- SCALE SCALE � KilYalk4� 1IULLION SCM4EOULE MOP. MULLION REQUIRED W SPAN (FL) • TUBE MULLION " 4'-Er2` 9C1®U L WRITE! TO r-a' uTAOT4'-6" SN 4 atOV 4 � �H}•CIAHEINMrI . RI . .Lr S ```'-- 1`N . 44167 W-87 TO 15• a ,1 f/ea'•. > B'-,0' 1D 8'-0' 2• , 6' A 1/Ile: SP,P M7y0 Aff,OEFOR e 1A5_R T PRESSURE RATING5T0��2 � 71E0 S�CN�.E 3�t3 NOTE MULLION CAN ALSO BE aE3TAL1ET1 W/O STORM PANELS ON TOP OR BaNTOM SO THAT iT LS tAGIED AT 7M° OR BOTTOM OF OPD*tG. (ONE PANEL OPENING w/ TUBE TOP & BOTIOFO .bl . . 1 • . .. l7ii._• kLM d WALL MOUNTING TING ���N - LL�l�� SCALE 1/4' - 1- ,NOTES: 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +55.5, --72.0 p,6.f. AND PANEL'S LENGTH UP TO B'-$ 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL NOTE FOR COMBINATION OF SEL'Tx)NS: TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ,�-wMFl M/6• O, YW. W' ',�.G rOprfN. N,.syp. 1111111111111111 loll 1111011111 'al"�R�` T1W1[1!'`,H■ETA"!•EIr'!1■C]�' TIDE 4 1 mr Te TJr i a m tANA {/-�-OWc eX.t � 7 J � eO wM�•MarMm-. 4 � _ { '•..."•••,„....�-__�'._�._ -E MP4ItMP3t14AP BNaR tAtx �.....w....w �1"�OnDOR Y�NO iiW�L�����N� iN���N�YMMINE VAUAVMM- LL���� (SECT" AT TOP IS LIMITED TO +55.5-67.0 MAX. SCALE 1/4' - 1- A.S.D. DESIGN PRESSURE RATING) /S} SCALE 1/4- . I- fo�Ao� •1� , 6 r r ,r<Mx a4 40altE.p !R A,eX Auon'a ff'40oA00k1- r Ma a64 NPIa o®f $ Two INSTAi.LATl N - SIMMIM 4AW SCALE 1/4- - F' CONCRETE ANCHOR$ CONCRETE AN04M NN CONCRETE MOCHOISI SEE SC EDLAt ON LAW T4, (SEE SC5+3�LE 1 (SEE SCHED= OWN n7R WOW SYREW. SEE SBOPIdI ON SHEET 18 '\ SW 14) rs 1. 1f 1W/15 1/4, 2/b 2A/4, 3/4 OR 4/4 I, 2 d11W/15 �a-E -, _}! POVRED CONCRETE _i I-A0 .50D• 2sD` Rea° Sur saD . I Wn _ Iwmc HaN. POURED I ! - I - I SEE6 ., I S1EFtf4 j t MET Pam) (ANIEAICR (NTesOR FNW (BREpOR PANEL) Uf/b PAB'L) MRMm. FOR NA SEPARATIONaWf I I TO CIA= 7/aay3 7Jp�RF7 wiMO R EyE�n SIW a 12 11r EVER, 1 1 I �1/41�H1Ed• W,gE1pVE LAMS L , 4'l, NYfSPEIZ�tAlPf13 Mkv #�3y S�Minr(OISE ,•'A�• ''�Ii tiff J.- It lOO}i t2 1/2' CL - B1 72 ff2 °.F ..- (SEE M. 1/14) 7 Ly (CDer. 2/1 i/ I 1N - ' I � I I ( I K LOOAOOM I I . f. i (SEE D,KSRi%t4 } 14 k I 2/ ) TENNIS 4 cN. NGCAaaY j POUIRED CONCRETE; m $ W OR WALL RECURRED /4. 2/4, 201 3/4 OR 4/4 1 T. 2(& 16/15 L0.1, AE 1W/15 L ONA.LEE SAFETY PAREL Cal. REGULAR I LOCATION I EE NOTE tEMELOW� WE SWETY' OR PANELS W/ -_ SAFETY _ 1`-----_._.�.._-- ----- W/O REGULAR TRACKS (BEE NOTE I {I� q �°W) x M PANEL Ett CONCRETE ANCGRS £ / 1!. f /.F. %. �51W.1 .l STMM°PI�Apff�I.ROEAPRFNIt#iLED .! �EGplp1E ran, (SEe ,- PORED CfPICREiE'- 1 ' 4 OLJEE ORM ALWAYSCWTAIEPRI - W1- COFiDR1019) TKR! N1TE ° REDID F-,'••i TO BED OR REMOVED FROM 1R6IDE CtMNR,AETE AN(34ORS (sEx ELEVATION WALL MOUE G INSTALLATION XAL SCALE 3/32--1- - SECTION 1 scA.E: 3Ig` - I ra/4• MN.. GP � °" 1 • 1 • ,f4` wP. - SECTION 2 SCALE: 3/9" - r � „Q1M-QN-1 'RAFm STORM PANEL T{p=H INSTALLATION : I. LIFE SAFETY STORM PANEL DAN BE LOCATED AS AN END PANEL (FIRST OR EAST PANEL) i - OR AS AN INTERIOR PANEL. (ANY FUNNEL LOCATION IN BETWEEN ENO PANELS). 8 AT PI7ERHOn PAN05. $ T,NN7E LOGiRN AYlie T)PANLI9. LIFE SAFETY PANELS ANY OR MAY NOT BE 04STALLED ADJACENT TO REGULAR PANELS 1) (W/ OR W/O REGULAR TRACKS.) �+�. /� 2 LFE SAtEi'! PANEL CONSISTS OF 0,038' GALVANIZED &TEEM. STORM PANEL AS -M3-E09N 9-8 PER 4;UMPONENTM. SHEET 2 OF DRAWING. SCALE 3/32•-I• THIS PANEL ITSELF TO BE REMOVED OR 09STALLED FROM 1HE 04SIDE OF STRUCTURE. I ', 3. LIFE SAFETY PANEL REQUIRES TOP TRACK TO BE oO,PONENTO& BOTTOM TRACK TO ANNt"'fiA BE CO@)AS PER BHEET 2 OF THIS DRAWING. �,Q'•,...•.. p�'' , COMFOTENi �7 i Y BE ONSTALIffi WALL OR FLOOR MOUNTED FOLLOWING SECTIONS 1 & ? '` = - '`'% ? ON Tti1s Sf$ET. AS WELL AS DETAILS , & 2 ON SHEET /4. �� �GENSF Sy - - FLORIDA WILDING CODE (HIT h Velocity Nu cam m Zone 4. MA LENGTH FOR COMPOIEErt �j L4 15' C Max. ANCFbR sPACR4G troll COMPONENT ®ANCHORAGE AT OPEN ND' 2 020CE) T1LMM MC PP, COTTON 15 ON 20 GAGE GALVANIZED STEEL SMM PANEL SCHEDULES 1& 2. SHEET 14. s *:, * S DAMON W.COMPONENT_t MAY BE PERMANENT OR REMOVABLE ATE ��a,ME/2o30 �iGLOBAL --- 6, SEE DETAILS .FOR NSTALLATOSN INTO WOOD FRAME DRAWINGS ON SHEET 15. �'Q''•, 0S((SS PROTECTION PRODUCTS, LLC. I�� O INC. .•R. ' ''-Ay:�y� OMML n-t33}' 1R SEE SMELT 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE IWALTATDN OF �. S ` A ONA / 'a' PHOW, OM4)m-764D. FAX: 0")=-WV7 20-176 $PACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCW/WOOD SANDS. Uhl, Nt Pam: MI-,ne.'W'rpp1;YLH m IMifF-- .al..r MMAns MMx G-001A'r14 PL SEAL/SbNRA9.%WTE A TALI, dr. P.E NkT 4 STET rl or 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (Q.s.f•) AND GQRRESPONDING MAXIMUM PANEL LEMON W SCHEDULE (MM ID Old Y FOw PANFTMl� k/1] WLCT&LAWAM AS PFR tErTNYLC 1 THIN, I. YN CIIFFTR 4. A r Al MAXIMUM ASA MO of Ma,. IENQTHSEATSM (SELL n, CONOMI10U cF TEEM +55A -n.0 7'-5' OR UM 2 IN UNOMIM , THNN a & 7 +55.& -72.0 » '-O' TO a'-r• M- 2 3/4' UNPOLTED , THAU S & 7 +%A -72.0 18'-8" TO 11'-2* Mnt. 2112, " OIEaIDS N 6 +43./, -48.0 IE- * ON LESS 3 1/2- a. 9 & 10 - SILTED W/ 1/4`0-200' ITS. MS t "NOW AT OAtlM a WCUER M 5F PANEL C/ALBY ONLY FOR PANELS (Da 0.NSTAIIATIONS AS PER SECTIONS 1 THRU 7, ON SHEETS 4 & 5) MNINAAM ASD. DE'SGN PRESSURE M H.} wMN M4CHM BPACW FOR E9. - 3 1/r - _. APPLICABLE TO SWANS / & ON AM' F TNIMBLOCK MAXOAMY PALL LENGM 1' (!L) TSPCON OF TAP -DRIP tYiN-IN PM4xMATE FESNLE 0 PM tMATE PUS TO CGMCI6.TE To M CONCRETE TO COICRE E TO CONCRETE TO C SLOCIC 10 CONCRETE In O pC�E toCO *C RM I X .ONE WA N/A W N/A N' AfA 6' WA i (TOP) S' S• R/A N/A r 6' 6' 6' r M 1 (WI OW) a' N/A N/A WA 6' WA 6' N/A K N/A 2 ARP) d' N/A N/A MLA 6" R/A r N/A w N/A 2 (BOTTOM, +55.14 -72.0 r WA N/A R/A fl' N/A 6' N/A B• N/A 3 & 4 MP) Y-S' OR LESS DR Less r r NF'A N/A 6' 6' 6' M4JA N/A N/A r• N/A e• WA IF. N/A 7 (TOP) 11 S' TH/A N/A W' W B' 6' M N/A NJA T2 1/2" W 1/4" 12 iA* a 1/4` 8 1/4• 1 6 1/4" 1 6 I/a" 1 6 1/4' SEE,NETTS 10 a ,1 TOR AMM40M TM A SPACING FOR INSTALLATIONS WTO WOOD FRAME VAUNNO. MINIMUM AINGGR SPFdM1TS AND MMUM EDGE WINCE ARE ICKATED ON THIS SCHITK L FOR CA LELS ?I" INO wo ON "*DUX REDUCE mom SPACING BY MAAxKvw SWART, SWOON ON S M UUC BY THE FaLOWOO FACTORS. FOR INS OPERATION TO BE POSPOL SPADNO OBOMED tRM4 FACTOR SNM.L NOT BE LESS THAN MNMVY SPAMWO NB,6OFD FOR LACK ANCHOR TOE AT ANCIM LEOENO, AItl TOE 1/4. 1/4'. 1/4-! 1/41 1/4'. 1/r. UPCMI Q 1MAt! ARIA PEAMIJEW PUKE CwNF-ai Tap -BET w mom wAws (IA) 3 3 3 1 3 2 ,n 3 4YmM,ttawa tw•r,w M3 3 3 3 ] a 1n 9O.Ha0 hnYb am 3 3 3 ,/2 1 3 ,n 4 3 T TAR IL 11 vN�i R161a t , ,n. y3 Sa _ 3. >kR t0P 1JW As - b 1 - TAG tm t.a0 v4 LD. , 3/6 uND H1TBe5 8 AiNHG wJ INSTALLATION DETAILS IeQ REGULAR PANELS (j) & J2 ,f4 I-2G' S9. MA . B ,f•• OL. FOk FARM UILIA" UP TO r-0• AIa 6 ,/4. O.D. FOR UENOW IT, TO r-r Ma,. OR fi4-tO INTO EXISTING W STR4CTURES �� PANEIYWE FDA" ID OR PANELWTE PUTS a 121 0. C. wTM 1 1/2` MN. r4mu EO 4 TO HEADED FOR ALL LFMOTS UP f A.T1I w' xwIXr YWNCA-°b0i6'"w'10" 741-+ ED to [' ED 3 q.M EQ EQ i I w= WADER 1 ' t "M "Lem R4arlab 7400 MEAaa RpM@ 1 FT�i�LLrEE� i tW SCALE SfBxi• SCALE 3/9-1, I 1 I T 1 3 wm BR.N" a i SEEIT FOR AG,. SEPNRApN I s o IAN TO OIASS. FORIOP. I aW L j I W�upr TO CLAM, LA, i a I. EQ 7 EV1 I ( N EO r OR EO( Eat tf 2"ED �..',R i , 41°JaN 1RAif 1 [ 1lI H LOW ILEML BRASS 6 i/4 'O.C. i [t` tti I -"`I-wY- J u/yq' btRWUNC t t�� PON P/J/Fl L0N6ilS UPro g•-C• AND a ` , \` 4 1 wA16 1�r Y D.G 1 0 1/4. O.C. FOR tEIpMS UP TO a'-r 11eA WL f14-t0 FYIIDAAE STY" (D OR (i I •'`-1 0MOAATE PLUS a 12 I/r O. G ARM T 11 1 V4S •fN5 s a r 0G x/ '/2 PENETIAaM1pN ALSERNAM AN ALTERNATIVE 4W I/2' 1a. T} D PENETAATON A IaW/0TH OF EXISTING WOW PLATE FOR2W - f i PUtE I I w TRW= a mom" or YIAME SCALE 3/8-1- SCALE 3/8-1- i ALL LEHGnn UP TO s'-r m- L i �i Q FRAME F7yY2I wE2. .WBM�ItM INSTALIATION - I NOTE _ NOT SHDWH FOR CLARITY A NATIVE BW SCALE 3/8-1- SCN.E 3/D.1' NNMNNgItTNINI N J,• TIi� / 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WLTH A.S.D. DESIGN LENDS UP TO +55.5, -72.0 P$F AND PANEL'S LENGTH UP TO W-B'. �t ,�'E`.tl.N• ' �ENs� -;7, 'Gi ,�•T�: a. FLORIDA BUILDING CODE Ni h Vetoclly NU fit Zone 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN $ 18 :. ONOO luTwo,W- 20 GM1E GALVANIZED STEEL STORM PANEL PINE NO, 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL = ri4. N ft (T � ttr�.r �M,y,c GL08Al PROTECTION PROIF\'V U.C. "a'Ff2w/20YW _ Nfl F CRF'N RWIDN OF SECTIONS �^( I E O INC. 7+TF "w LW. 51 sow TIAYIE, n 14 TOP & BOTTOM MOUNTINGS CAN BE COMBINED ANY WAY TO SUIT ANY �." • NANNAhhAyE Al 3w r. Ir 3q +� M kWooa, n a,. HALL t� M1A-CODs71w wH-nm A0e (Se4)M-IM, TAX, M4)04-W727 2D-/ 7fi INSTALLATION. NA L SFAAIf9ptlI41TNSJW7E WALTER A 4T., PE wr ms 1H-,4i r ABET 1, a STUDS a 1 m tO S) a a a r a OIs 1 ell \N . A M rive Aa.\ .•:: , :A • �: ,- \.+ "a W7 a L Ll s ,.*j\ STUDS 4B EVER OMLA i2 1/2" 0. C }CIO PAT& AX M, (CAM 1) T. MIN. (CASE 1) 0 ALTERNATE LOCATION AT END PANEL 1/4' I�I SEE I 1 SEE 1 I �° INTERIOR PAWL. i-•-•-END PANEL SPALiN C_3, MNM.: ACING DETAIL 2 FLOOR• MOUNTING INSL. ION (APPUCABLE TO 5C 2) SCAM& 3I1a- - r MAXIMUM J RESSURE RATING (p.z.f.) AND CORRESPONDING MAXiMUM PANEL LENGTH .Lf! SCHEDULE lA6PL/A81.E ONLY TO SECTION[ 1 h 7 NIX[= FOR La 5l= STORM PA _., mwu ON SHEET 131. MAXIMUM AS-O. OEM PRESSURE 81 1 WCON 1 CF TAP-OR4 mx-N PM6LAMTE FEMME 0 RMaUNlE PIIB k 00M&RAMOM CF INEM MAXIMUM AND. UEA M %- 00 To L'ON10 MACH TO CON FETE MOC1I TO CONCRETEBL6d( CCHgro1ETE TO MxNr>ETE BROCI ro COIkUIF1F 1O BMOC( 55.0, -12.0 6' N/A N/A N/A S" NIA S' NIA 8' N/A 1 & 2 (TOP). 5'-" OR Las r 7' 9' 9• 4• 9. 9' S' 9- 9' 1 (BOTTOM) +55.0 -72.0 a- N/A N/A N/A 6" N/A a' N/A 5' N/A 1 & 2 Crop) 5'-0" TO 7'-6- 9' 5' g` g" 4` 7 1/2- 9" B` 9" 9• 1 (DOTTOM) +55R -72.0 $' N/A N/A N/A a' N/A 6" N/A 6- N/A 1 & 2 (TOP) 7-6- To a-8- (BOTTOM) MOWN "A PRESWRE I Pao a Ve We. NEW TOP Of MOM DBE I (ODD a r MM RBM TOP OF MRW APPPLXan" SIE � MOF MAXIMUM PANEELL LENGTH -L' (N.) WOW- CONCRETE itBNAi� +49.2 -813 3" 3' 4 1/2' 4 1 2-.. 2 (BOTTOM) r-8- OR LESS +52.8 -36.0 3" 1 3- 4' ' 4- 2 (BOTTOM) 7-6. OR LESS +55.0 -72.0 2 1/2' I 2 1/2' 4' i 3 ,/2- 2 (F30TToM) 7'-6' OR LESS +SILO -72.0 2 1/2' I 2 1/T' N/A , N/A 2 (BOTTOM) 7'-6' TO M}•-0" +SILO -72.9 N/A I N/A 3' �. 3• 2 (96TTOM) --i TO 9'-a' MA,aMi ARIA aaw w- AMFL LOCEN WMMIN , „,� (-;IA" TO BASS Oa 01ON 4biq -]2A S-w 2 3/4• Lwlatm SEE SHEET 15 FOR ARCIGR9 TYPE & SPACING MR INSGNUAMIS INTO WOOD FRCS BUILDING. MW WM ANCHOR SPACBAS AND MR MUM 0% DISTANCE ARE POICAIEO ON THIS SCHEDULE. FOR EA. LIMN INDICATED ON SOKWU MOM ANCHOR EPACIND IV IALALWIW TSPACING ON SCHEDULE BY THE FOLLOW FACTORS. rOA MB W04CON 10 BE POSSIBLE. SPACM OBTAMM FA" FAVIAL NOT IS LESS THAN MINMUM %PWO O IN FOR EACH AICHWR TYPE AT AHUHORB LECEdD. Now T" i/41 1J4'i i/110 1/4'. 1/4. TAPOIM it TAP -ow CNA-N NA mum NNW (Y,.) 3 3 3 3 2 In PmMpNRa (bJ 3 J 3... 3 3 Ra W UMW, aFj 3 b 1 3 1/2 3 In 4 ACIIEL P.aL �7S IM.'FOR 36 I/r ,MD - im NAUD ONLY FOR AS PER SECTIONS 1 TAW 10. ON SHEETS 4. 6 & 6) MAXIMUM YAIRRAI MOM SPACING FOR EA. - 3 t/r - A3LD. DEMON UPCON OF TAP -CRAP °MR -RI PMWJA 1E FEMALE 10 PF.VFTAMwE PUS StM1G SET APPLICABLE TO w / k PANEL RATING PRESSURE TO TxM,CPLIE ro OBLOCK E MLCNO ro CONCRETE TG COHCREME BLOCK TO e0aMd7i1E ro CONCRETE BLOCK TO EVNC7£7E 7G CONCRETE BIDCR TO CONCRETE TO CONCRETE BLOOK TD COHICIifT[ TO CONCRETE BLaCHt N4Y F THEHtmaN ART w OF 71EN WdMARK" LEMHOnN 1' (IL) 6` N/A N/A N/A r N/A 6" N/A 6' N/A N/A N/A 1 (TOP) 6' 4' N/A N/A 6' 6" _ 6' 8' 61 a" ..-N/A N/A t (BMOM) 6" N/A N/A N/A e` N/A S- N/A 6- NIA w/A N/A 2 (TOP) 6" N/A N/A N/A d" N/A 3' N/A 5" N/A N/A N/A 2 (BOTTOM) 564. -12.0 tr N/A N/A N/A 6` N/A. Ir N/A B- N/A N/A.. N/A 3 At 4 (TOP) T7'-S` TO W-6" OR LESS 0'.. 4- N/A NIA g" B` e" r 6' 6' NJA N/A 3 (BOTTOM) 6' N/A NiA, N/A r N/A. $' N/A r N/A N/A N/A 7 (TOP) 6' 4• N/A N/A 1. 6' 6- 1. $' N/A N/A 4 & 7 (BOTTOM) N/A N/A 12 1/2- 6 1/4• 12 1/2- 6 I/4- 6 t/4- 6 1/4" 6 1/4- 6 1/4- N/A N/A 5 (TOP/BOTTOM) 60.0, -53.3 NIA N/A 12 1/2` 1 6 1/4' 12 1/2' 6 1/4' 6 1/4' 6 1/4' 1 6 1/4' 6 1/4- N/A MIA 6 (TOP/801TOM) '-8' TO k1'-2' 55.0. -724 N/A N/A 6 1/4' 1 N/A 6 ibr N/A 6 1/4' 6 1/4- 6 1/4' 6 1/4' N/A N/A 6 (TOP/BOTTOM) '-r TO i1'-2- N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4- 6 1/4- 6 1/4' a. 6. 10 (TOP) A -4&0 6- 4" N/A NIA N/A N/A N/A N/A 6' a" 6 1/4- 6 1/4- B (BOTTOM} 12-4* OR LESS OR LESS 6' 4` N/A N/A N/A N/A N/A N/A 6' 6' 6 1/4` 6 1/4' 9 (BOTTOM) N/A I N/A NIA N/A N/A j N/A NIA I N/A 6 1/4- 1 6 1/4' 1 6 114" 6 1/4` 10 (BOTTM7N) SEE SHEETS 10, IT AND 12 FOR ANCHORS 7TPE & SMINO FOR HSTALIATIONS ROD WOW FpV E BUILDING, MHMWM ANCHOR SPACV45 AMC MINIMUM EDGE DWAi0E AM INDICATED ON INS SCHMM FOR ETA Lffi THAN INNCCED ON SCEOIAL REDUCE ANCHOR SPACING BY MW.wKW4 SPACING SHOWN ON 90NE0VLa Of THE FOUAMND FACTORS, FOR TAM OPEAATWM TO W POSSbtE REDUCED SPACNG OBILAI VI USING FACTOR MALL NOT BE LESS THAN WR SPACRMO IMOMATED FDB EACH ANCHOR TYPE AT ANCHORS LECEM) Allp� T}P[ 7/0! 1/4-a 1/4'. 1/4'. 1/PaFEMME 1AMIi1I Zf wP-M� 0 PLUS G,J(-N Ad1D-$T Mw '"0" ePwCINO N^/ 3 3 3 3 2 in 3 ltmaomAwo OeuaRb OAa 3 a 3 3 3 3 1/2 NAW4 R-x,Ar /eeA S 3 3 1J2 3 to 4 3 ,/k ACRIL, CA I ■B18i) ITA•0 T O It t 1/2' I 2 t Oi! r 3 t INSTALLATION DETAILS EQRREGULAR PANEU A 1hIjQ EXISTING WOOD STRUCTURES MT I' {14-10 RMALMOE PLUS d 14-10 PANEyMATE PLUS M� /14-10 PANELWTE PLUS t'- 64 O,C wi 1 7/lt' /EXISTING j ¢ I it A11 OWING WOOD HEADER . 70 EO TO O wFi_SDFR WOODHEADER WrASTIM OOD • STUD 0 BABY sw CAM not, sw 9 WOOD HEADER 2 1 f Wn.1 i F� '+• i REQUIRED I l + F M SFE REIk7NAE ON SCHEDULEON Sox SEE SC I ' SHEET 9GY SI#ET a i FOY ,OnSEPAnA71CR FOR FRO. TO gwts. wa. PANEL LENGTH .-------_ t-_ W. PANEL LENGTH M- PANEL LENGTH NOTEv4Y^'MCI,• 5.` 1 CITE ,E i) , 2mU• &S., (SEE HOLE 1) ,J a1111. 9S� i(SEE NOTE u YS wJ T/AY M.3. x/ 7Jev i - MS IF 3/3y RING ,an 3 wRp NUT -I 44NW tRI I 4` B�[r aIERIMa y EwRY OrEwAP EMERY o•EwIAP i j I Sall 3t � ` 3 s OF V I w" I OF w^ 1 i IAAI I t ' I �, 1 L I T' i I I M �� Q. •W• 12 In as j Ea I , O. 1 1/4** LAG SCREWS i I 1 e I L { i [ 6' O.G B/I 1/2' 2'k4' WOOD. j t Y14' wOPD P f - YA4' wU00 PLA I". THREADED REWIRED t I4-t0 PMEL.w4TE PLUS REWRRED i t REWRED { I PD&7R&r.ON AT { I 8 1/# O.CPGI.Wf 11 7/3- IwOF PLATE /4YNANO SCREWSO ` LED WIDTH OF PULEflT .*,-sTAp;�Mm w/I,/2' U1,11 MPENE,RA- MIDWOM OF PLATL SCALE 3/8-1- SCALE 3/4-1- SCALE 3/5-1- N4.TES 1. INSTALLATIONS FOR ALTERNATIVES SIN, OW & IOW ONLY VAUD FOR aNLdIEIINyq/h BUILDINGS WITH p:,., D. DE D$ UP TO +434, -48.0 AND P.BS. LENGTH ¢ TO I L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN •'•, �t1:. �GENS'• y. PINE Wa. 2, W/ SPECIFIC DENSITY OF 0,55 OR EOLNL. \. F - FLORIDA BUILDING CODE (Nigh VelocityNu no Zone FOR COMBINATION of SECTIO s. ND. 41 * _ °Tic• ° ' 20 GAGE GALVANIZED STEEL STORM PANEL. NOTE DRANR W. �7kt TOP & BOTTOM MOUNTR4C5 CAN BE �'' •.�.=-y '�" COMBINED IN ANY WAY TO SUIT ANY -oq S TE'++ - _.. 7 GLOBAL PROTECTION PRODUCTS, LLC. D' ,,,�; �NC• -it,::.,"L INSTALLATION.MO � r �'3aT'�t�4� %r, F�nf ( �3N. ar 2tw xAwr pYpp6 R OHM Itur I NOW OM314 -75WL FAX: (564)ESB-C/c7 20-176 %., VS/ • AI-�I�F• .�cF� M+'-lW, HIMMa Na hANll II400 ATE 1WLTFRG-005871Jf.. PL INSTALLATION QUAILS FOR OPTION # 1 FOR LIFE INTO EXISTING MOD STRUG'US SAFETY STORM PANEL, SYSTEM � I ED '> t 2 i I c E tlR 1 I Ea RE"�ou� I . I PEOLI��R 1NrJ4MR x3 32' I A�jERNATIVE t ALTERNATIVE 2 1 1/b• LIM � I S31/4'LMWM�0' MACHINE TO Qjrwil t OL. /�•�. i I I ONSCHEXPLE 94CET 14 5m 1'�NMi TO MASS. I i' ED- .�- I ED I I e OR E8 { ,! 1 I ��.�WOW Lk � Rt>H,Nm PLATE N' WOOD M=MffiN''h I . t 8 D4AT. 9LHIR MATIKE ; A TEL RNATIVE 4 pL �AFOVIE(ie `�- rf4"s MAD SOREp6 r B' 0.c. w/ 1 4/2• 7 t i 9Dtr W&IIIO w/ 1/4'Y-1 S.R. MS M O.C. Ofl ,/41#-1w pNETAN,E FEMALE to OR ,ALTERFIATIVE WOOD .FRAME CONDITIONS d[ ANCHOR LOCATIONS FMIDMATE PUB r r 0A w t 1/r Mk,. .. MENur - ,• WALL MOUNTING INSTALLATION immS- B1 PERFIRKPN TO WOW PLATE ROTE : SOFTER TRACKS NOT SHDwN FM 0,00V 1Hf A;TI ALTERNATIVE 1W . �Q�• BEN x T s FLORIDA BUILDING CODE Nth Volocifty Nu cam Zone) 5 * R �^ .2ma nrzm. rx 20 GAGE GALYAL(t2ED STEEL STORM PANEL FP' OMNN W: FOR BWLIWMCS WOM AID. OEM LOADS UP TO. -d'•, Si DF /44 1, INSTALLATIONS ARE ONLY VAUO +Las. -72.0 W Am PAWS LQNGM UP TO g a'. 9�j FL R10 "� WTIL ECO NNa. OXIWAM GLOBAL PROTECTION PRODUCTS, LLC. am, 2 FOR NEW WOOD FRAAW CONSTeUCTWFM wood MEMaERs TO BE si1URHERR PIKE W. 2, w/ SPECMIC W21SIn' OF OM OR EQUAL 45 `LIST A�-E' rIA '���/ E, Nm A DNEA.WiIs'333INi1{@T N hA01NN1i NI/M�1. 3w. W, 4r 3eA ,s1MM a,RaA A 2PN. t P,U W,•.M, (S54NN-R707 20-176 PFGHE: (aEN)a6N-7S43, .4 P.E. SEAL/5pNM7UREfOA7E -O . I O05Ai54 w .,4a,tr Wa. r WRNIrIe MMMp b6k WKTERCAAC4 P.E - MEAT I6 OF 2a N N C- -Cu U N � Q O O 1..- C .� Cu U -0 CU U N =3 (Q O Cu M (� O a O W O CU LL O - .w L O _U 2 CL C- Cu -0 .- -1�/2/2� VJ Q C"a CD -c o c LL V • t+s N L y o Ia � O3 C:I rtr-M+ Q 3cc � N d to cc o C1. t0 O m � t- O Cn W +� Cn CIO CL U CIO O OL - Cn W Q Z Z J SHEET NO. SH 1.1 MAXIMUM A.S.D. Max: PANEL LENGTH MINI$tUM SEPARATION PANEL DESIGN PRESSURE L { N N cn U -&-a N Q o O f..__...____ .-.__._»,_..--ANC WRS .(SEE SECTIONS. ON SHEETS 17, t8,. 14 & 4a)--- -..»-._.:..,.„.:-�____'___.... • � co -0 a '3 MA:G 3A/ia: 4A/is, SA/tN4 �/ix 4BlT7', Se/te, a- taAac=QblDEWLSFORQUIMEORUEESMEi�« +-r 0 /1 T• MIN. 611W/fe" TAwlttt R "W/20 faYtlt& aeW/M1e 6 WBW/20 S' MRa.. C) `4- i'/ D,IA.GF +F t.rr$" TA ea+ uic s i' rAPca+ Ar+waR t TAPOOK A rI 4' TAPOO" aaw C © Tie• O.C. r` 0 sr O'c. # s ac: � o a" D.C. Q� IRUCTURES -0 7 CaNDR€T i..i E "-- W., i" „-_ 84ACK RE IMEp i 1 `• ' BLOCK. AUKARED S BI.OGK HCGtRnEa , SR CT7 REQUIRED f 0 • L I ORCorldTETE POURED I $ T--- - -j - ; f I Lpaum t [ Tlsm4' �` i+ma. E € t/#. BLS aL'aGB� I t fa' � I 1 i c , .' , to cu 0 �L11�4- j 1'aaa W �A L ♦ AA, sw'rr7law. ��LL C f AAt4%. stvr s i ar Y t,. -'. i a_ 4 f 'po- v�/ '^ O 0- -T{'- i vJ �" 8- E. Ts N'r e3J.3t '"i'._,I___...I..,.:...i_ ' __.. ..._. PANEL LENGTH C i i ' 1 i i ; f ' Ei� u p� ieAG tAr{rMtwae At { _. 1 (SfHEDULE) k r, T�SY **.j. s -1 r arywr f Z � j1 B t GLASS at _.!._-__.-'±__.?..,5..I....,.:.._.-.,,_,....._i.�...i_.....,._.._._._S._...i_� } iF' )-' tt -� k-, i r -t-jj. __"'"•-__ .t' - ._ -_ __..i: __..i__ ._----i.__-t,_,_._I.._ 2pg• __t--- S t i r' ilfy:adn:. y'C'` _" : ; A�....�� i' ; _,..__...._ f ' J ._. - r'.s., t u�r-tlaS' t j s�f,- t, "AND, a,Mr. I--- - ", ,- MeG NlR 1T 18TtfWR ,.j F i S 1 • MAK SAlT7, 4A/t2, SA/t0. !B/t7, 4B/». 5B/te, 3" MAxS t ) k eAwltP aAw/Tr a sAwl�D @ eBw/:r. aBw/79 t eew { , , .vr , • �. s ! ; �i' MIN. !xU 9" MW.'•" .ANCNOft5 TOFF sECTWtIs 41N SHEETS 77. 7B, Ta At xaI------.- VA OP SAFETY R A PAN T10N I rt FOR ��'' �r�! I i ��1L � �K.LI,. Ar_SE ia7.H .17d 1 f h s SCALE 3ILa"«7" iIt• wA. FAD Y�4v af$s x wE t/x° f 4 lswsw YM& N/ T daj j i tM Ute sa�tr s ( k f Y/a r.3lzx' wrVD NUr WASHER r - m .y» . :`A�/ P"ra.. ��. ,_ ( e"r ■ 3/32 WMG MIT 7 B f A 3/32" Ww I { O tx 1/x" Ox. ! (8E5YK1Ci} I t 4^ TraDad .__ '.f ` 12 I/e O.C. WASHER MYORD) i § � 's t 4" TAPDO ANCHORS f tL t 'Y TMCMi Mlt"dKkkS• t L t{$ rAPA7N N7CkIDRS 4 r/7` O.C. -• 4 7!x' b.C. { ,`.'.,""` $ 7/z" 0.c. i I j57A> W/ s1w) tStAGD�1Ep: Yl/ .STtR%) q , # 7!x` D.C.. s,,.,,,,,, PS UFEa CONCRETE r~•_ _ UR€A CONCRETE ? SOURED 4aNCN£Yi F DU ED COt itEt£ EEWiM EA1WK REQUIREDEtE. BLOCUc REQUIREDGI,Efdt fIR CONCRETE tloE.it SECTION A -A wd1L �lSRllixJN i jAL111T14N c et t. gd SCALE 3 fi&",., ^ WA1�LK?C M - WALL uEHaxnrac ixsr,�u.fitEar� w,►E GiOurtn it.5rt • x A S.O- Q R MMT+a- SECTEtfNWALL MQUONG MAXIMUM , 10 ERESS` RE IRAIING (i2:2wf•� ANi1 � A» Tuc! 3N.I. a wAE s /81-1, r� SCALE 31r-; o u€� ScAg 3�rL Ia�rF� CORROQMO� MUM PANEL LENGTH "L" SC ULE ' SHAM EDF SHEET USTALAFT04 & 20 FIM MOM TYPE " � iA�mN �,�TaeMMTI� 4 No, 44167 sP,crxs AMG M". ANLYm w RId row a �,a`tr�(t p 1tSEE SAID s Tt ;, �" * #nGE :ARE ulcacAYr.•noN etas :. +Madam :+xd..ts tWu 00 a . CI:N "'�vAcm ORIDA b G CO I :' �F" FLORIDA OUJUNNO CODE tit h Velftft Owdeane FL UR.DIH DE N h Yefact HMrrteane Zanei sGrrG+AE PDR 1:a LY,sS TaMN w aN Muaw+. taadPwa e.a 6A9 s > Zone ka ;WfK9VlE 1 ANCHOR SP:4`aV eY :?. `.. ii mot wft. P9 r 0' F� 04 , t4 cacao iLirAd drt 20 GAGE GALVANIZED STEEL STORM PANEL F.P. MLifiPLYNG sPAEaNG 5NDN71 GM xG At ApR1S E6 d RMDRMt x NO. 20 DACE GALVANIZED STEEL STORY PANEL 04 THIS z c QRE ,. aw" ar tir Tf[ FrnLaVdx FrgToaS FCa Yam: - }c OMAN er GPErolzinN:m eE � M.: "�^ r...rwrw.r.F ,,, m s-- W .. .lad/C Ja4laoao tWF$diti CBYAb'FD t1SdNi ia4G?OR srM t!• NGY - a S TEi) , �' _ GLOBAL PROTECTION PRODUCTS LOBAL PROTECTION PRODUCTS LLC, P LLG eKrE. iK kESS THAN MNAAAI ON THIS ,n ., , '..: -.. -„,.. j�*�------+ a aqP} i I Ad IL ,�+• � d. .nro aw. d7 stRar MR EACH TYRE GN Tf� sCXEWA:E _ �, p A1C5 '�.•Y wot eW, dt stwET 3 s cn, oAsa n scats a r s P''`.., a,P awe ns 4 ,� « dpk. r `+aSdm raada n xnm Pta,E tA4+ as+a Fi% tdeilead•°e»T 20-776 r, S LW)UR-7$W 166 3 )so$..grn 20-178 11ee,a : pdg arNdSd . r« , t}tlN *e-1Ap 'h rA'`R ]�' AC` � ry AM. 4 r rtA FlrtW:. ddmN, P, 1" PNCA� fiA-W96aSR r arswr aru.rw tiFiVNwa Nm Alt �fiA-4ddd7i4: �t per r �i. aPo'aewC ac:. PJr iRA.tIW4fLATUfKy/M7E ,dr,LTEtr A Td.W' Nrb P•E qd*.s . A M dFMtP ,E. IflA1E i " ., s � :eRM ideF T(d 1&LLraA A SK7R 4T..'P.E. a 9 ". .. i .-.. w ImStatlYQPaS- .� W ANCHORAGE N j, j ems• e•a V e C L.' N In u. ca- y o /7f N t N O cc cx N •� ¢i w r c PANEL N •¢ 3cc ea cd .tom u d i 9 .= 0 u vo OF PLATE N 0 -STORM (SCALE t/2«j`} 3'IF24 tctE More. a aD.aMJ r4:/ onW/o ,1'j24 4°j24Fat tsEE MarE a scat} a^ Ma, 2'j2# t'l24 ATxt Mmt a PL wi Sr • � dm ad tM:. 3 AT 3 {SE£ ae S EiUT 8} E P i5n. 15,t6B' VOTRL wHnkM._.._,..,.. »,_.....w..,"»,.._.... ..................... F.. _,_.»'1.250' k 3.59Y-'.."^.,'q ftrI 9:M,`+.: Cn {y-•--- • t rR. » do GF c .- ----_.-ix.50o (EFFECTIVE WID'[N)_._....-,_..____-_______....>.� -.-• 1 2.25D �1'"'J e: .""'B.3Ga.. -:.1. 7.3SSS =•"7 { - SpD` ( 7 7, I .w°� �..sxr• ,G7S' I t r TOR ! /.. a o.O3S'MM. IN" Fi. 3.SaD" IxI4 f, I Itmint w9 i Ulm _ f x,b57 kT! J t I x; t t LM.44V8t€G StED, L'DGE • ' 4tl X L. - eG X 4 ..ice 5 " \ I ,x x.2A4 2.COO` - AS71t R-8S3, y+t2• t t 4 # WAVE MMpAUM DErAN..aI,� i -EDGE � t _ a-da caac + - - 3 ...._ .""I2,470 ".Pp. Wf ! co 4O i " G) STORM PANEL-x;$aa' i e 40 A t O IER REVERSED "h" TRACK � REVERSED 'U' TRACK Y.,j. J' i �sEE NatE4 BTc :.ww. rc* COMnra ,ViCHDtM: s!� '9MGW'7EF•- ,'Y---•"•�-• a - TE�t'XRV PANEL'S END try.. WI HEWMED Erb,'`. �`'',. • ,asD" g-- t w"'� ---�. ,a� cceEr ad: FOR >+mo sCREw A a'`'�T/a.._ P } F "5�E sEG7Wrn $EE 2d ORWf Wft es IS' LAsr PNM# -(Sj YO RTMU:O AT PlrCFI %fs4T PANR... Q Tt7 BE NSTAttEO RY EACH a ... N.WAYS FPO EO w/ -. 4 ; oPENr+r atu44at.. µ,MHYS PROs•SJED {BAR K I E To PACRIFAYE IN5t'N.UYIObi S- 1 { afJR HAFd)LE Yo PMXi;QAYE M'4i IT ttPYENDiO iO BE SPSTAU,ED FROM o2S• - W I: SIDE OFEo RU TU M57AUEb FiiOM - •„, a1 OF SNWCYURE: - �,! ( � R@SIOE OF S'TptsDTTttfRE. a/d2' .r H"•`` ' � J ls H-' : G•` 3,7SD" 7'- 7f4' Ma. SVP • Me3r- a1P 7/4" Mdd, tip If4, Mau:, CNW-'^'� [ 1 MQMETRIC VIEW EEUML A x.00O' ROUNDED CORNER o ENDS OF PANEL t END LIP W! HEMMED EDGE. i txS ,7 � t : - - SE #Bt-B 1e' ki EPAtRES)9GAi QhH O 2se xDVE stsa • 7" 11 [ (i), Ai#JMJCIt OF sERIFc. tofJ<i: E - ZHANG STCRMr PANEL SYSTEM COTLST5rR70oF PN•7EL + '•^--2.00o• {FYP•)`2,..,.._.„.._,...a..e.n._,®.,6- M ,�a,._,_.�..+>...:: I NOTES x AT fiOt CS w TOP &III TE PLUS CR IV LtNNG (1). jt)in_NtiWN OF arnrcc aaGG: E - Z HANG STORM PANp, SYSTEM OON5tSitNG OF PANEi. + 4 " S .d" * $$ y �{.. ANQLE C..t TRACKS TOP A BOTTOM. (x). EE PAT SHALL ALWAYS BE CONNECTIIO TO STL,L WALL BY MEANS OF ^, B'. r_d �dt AIJUM,. 2. P AL. YS NE 70 R ANELMA DR, ,.USED HTt.Y W TS LONG. TkM:T( AT BOTTOK END PANELS $ f xaz3l w a " U W t) .#Aq7 ANEL5 SV WA WO CCRd CTEb BOTTOM TRACK OiHEtihHSE STOP BAR. _ tg% SHALL ■ Ct?NNEOTE6 Y$! W/>{3i3... --{ p.- # T 4 SYIDE SHALL BE SPRfdVOf?ED ATT9OEPa aF SUCH PAHELs, L MRiG ryGT OR t 4•r-3fit3 M, '.`I•IUMB5CRE14 UiYo TAPPED E% i1 5a$T T6 NMtn. f9lt:QY 914T*-ROwlt4" M6S, w/ 7/B•rk3 x wOw TRT K, T 4 Uu3 4' Mks.'YkRRAB5CREW /J 125' IN 250) on (3). IF :END PANE ARE tOONNE T ti�DTTOM TRACK, COJNAIECRON SHAG CONSIST' OF DEsr EO ON N4T£ (3) ELDW). ■ MTO TPPPrr #.O $OTTOAt TRAGIC LOCATION OF FASTENERS MAY BElRT EITHER OF TWO (3), FOR CASES WHEN END PANELS ARE 115E JOKTLY W/ 15` LONG T rQ AY cz m_ EKTERWR FLAT FLANGES OF END PANEL. BUT EHa PAI LS ARE NOT CONNECTED TO BOTTOM TRACK xTa AT BAR BSHAtt BE PROVfDER AT TOP OF SUCH PANELS. M (4)• IN CASs YtMiT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK t3.a A STOP BAR (4). IR7R BSrAtUt10NS wWEN END PANELS AND SOME INTERIOR PANELS ARE MKMY ■ ■ ■ j 15 ONLY OSEtl AT TOP) Ar LFA4T TWO PARETS S#V4i. BE CONNECTED To eon TRACK MO4INTEO TO F>%fSTINO SILL WAU. MEWS Of P.MiEL6kA ON€ I•IYEi t PANEL x ? td USING SPECS aNDiCATED'ON NOTE (ABOVE- M SUCH OASEa OONNECTtDN OF PANELS MAY BEIIS€D JOINTLY' �w� 'iRACk AT BOTTOM ATr TO BOTTOM iftACK MAY OCCUR AT PANEL LOCATKIAT. JJ BOTTOM TRACK Ta WALL w TWO pAtVEtMATES F4k1oWfNG SHOWN ON ELEVAiti AND W 3 i 2' A A •�Vr4 In n ,7 " (,1,*) a G ,., (5), SEE SECTION V, 3' dt 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 2$- M�. EDDE D15TAHCE. FOR THE A INTEPoOR PAHEt USED Y W� ORES ° ,A\YItSItNt/1iyNNA NOT NEED YO t3E CDPPtF".TEIT YO [2? BY AMY MEANS, TRACK RFSTAiLEk W No. 44167' IC. 7lCL/j.,: tTGV1SAl EOBT' ,TfiE LEPr A RtGHF s+DE of PANEE€:) 1+Ai C f i ORiDA ETUiLDTNG CODE Ni F Yetaat NurTiaatie Zone--� * FLORIDA BUILDING CODE (Nigh Velocity Hurrtaone tone'l 4t1"y'+,; \,,EN `. %. Q (-{ _•asD" s ATE ,' omm TuWA we 20 GAGE GALVANIZED STEEL STORM PANEL r.P° = , 4 16% 4 mtcto, 20 DACE GALVANIZED STEEL ST#NUI fANEt rP. Z x t7�X1 er 3• iAoir.-,--•--i •• OF , 4 y.. GAL AN ED L awMN .# x""" liar'"• :3Rt4 : 3 '-*,..""�.'� v� - avoalmav i F. -a* a a ANGLE 8 '.� St .....• ' GLOBAL PROTECTION PRODUCTS, L C. GA E '3*XA ,(fit gX.) tA(W.Ni1 � GLE � si�.$dB NAL �+` "�A% dMe. �r s r �r ArAELT oam/m� Z 4�,, Fip aP r �c c w__ _ ._ ._, � .��( �.a■ �r I► ORAL PROTECTION FRODtICTSe LLD. aDd Z II" LONG ACT ItutMUYt f M t. AMY MwE. n. a}at4 Pa Nip. fr. «• 'At"dt *;caa N m,rA Pram tcsN7e�->uPa. FAx: tdsNkee-aOdz 20-176' �; •, EQ S4 a U+C. a. sssrt 6063-T5 Alum: ALLOY,tm4.m.esto, F« aMaN.rrt_srN stye'i.. - :irx« 20-T7b .+ ..•,' Tad Tors dt. Ae:, doA +stWsA rc aM" MKfi4E; {Rastdsti-tsKe, vAtG {rssy�-dHIr rr.-tG9d>io .. ..se". ,rs MOM H. Ag �� 1. t�. n.. a �3}.»5.u4u�d7�ti � nr••� •__i P:f. SEXACNAnwI A 'irin. ir, P.E A IANtFIIF i1MVA' •E. T +iE WN, A. dr.; p,E: "•• t Nne id t om u otu Own OF U �•i SHEET NO. SH 1.2 �TS2 EXISTING fWEROMM akm ACCORDANCE SSMAED PRESSURE COMPONENTS 1/4 ALLOWABLE woo SAW MEL GAGE ull t REQUIRED THE CONCRETE FOLSOUNDNESS IS TO K BE III COMPONENT LOWING ACCORDANCE .D S. 2 t) MANUFACTURER, OY/ ALL OF THE OWNS AND SPECIFICATIONS LSCREWS CONSIDERED BE THE THE ALTMAME LW L ASl3ASNGlA EMfFU5WN5 TO BE $p63-T$ RS.LTJY AND TEMPER. (UNLESS OTHERWISE fV07E0J 35. {a} TNM' PRODUCT E4,4l,UAYION adCGMEMf tP.E,tl.) PREPAt�a $1" THIS ENC"iNEEAI IS GENERIC AND DOES NOT wax ��20D STRUCTURES 4 "� '. tIEIAER MtEa '� ttEADDi t#lDER r"" et)GD R:ED REro DIWEa l t t i aPcaN a exG, t t • Md7. TOSRFADED AT Y/OCO treADEN <. 4 5 4 rAPI•GiL o d• 0.G, 4 9la" MIN. 3HRfADED 1. At A t� - �TIEtWr11oN Y14G0 HEAdN:R' 1 4•r i TAtWas o e` aC. t s'r TAPCGN .„� a $" O.Q SrH +fa" teN, itMResl)Ea �fi if2^ iPN: TNREwED P T30M AT } EHETPh WOOD PFNE7RArtAN AT YR7GU NEJ4DEa /) l f HEADER {.• iy ! t � I E .l J i. I 2" 'S f 1 i 7 �w ' if4" t'L t _ .,+, ;1'4• fi a y ty { t a t 3 t t F " ` E1C�ilddi.. MR SiP.gA11aN &EAss ro GiAd 8oddULE � itKes idi i ' f P pp f IrP Sd,SaerJldri i F.7tLSNNG >� Waw. GLASS iX35TIlW r'. �a`�Hede.sw'AM>tGN 4d a.VSS p.ASs ,..:� ._ f ( NOTE fftWl) ( ( f I, aka .,..„•,.,,>t-,,. •t« s T PA1#7, LENGTH ra: L1Aff. ,�:�' r okASS :.�.. - � P'V:EL SENGTYC - aV tAY}E '%:° WBd. t S€E TrOtIE Y i$i, i E ; PANEL LENGTH a I ...._._.. :.�„,_.,...,. ..:... ..._- .NOTE i..6EM � , w�.:.......,. t'SEETSf4"r-eta�H7 ._v._.�..�._. . e. i �„__, $ tF` i _._. '� ( _.,A�. I----.,_,..rY' ..e._ d• ;. f •MN, s°- 6 I ' rMREADm l 1 i r rtON A i PEN7:TPR . i i €WIDw�S, � FIAYE A # I i { 7 . • I t a 3 jj } \ l t f E i M 1 r t FO. I 4 EG. `7 1 r I i t earn E 41I- 4SS. W. W. t4 W f.. 4"S:S, ALS. .vl 1 / /e�AA3/3x WPHI 3x a. r t i �. x WnlG rA7T if2 O.C. ©.C, a w 3 YMKt t r l' 1s , x3 WNG Nur t C .: le' l Ix taexONDJ 7 - • { i' ' ,,.r 41 TAPFXNI 4 8 1C. q k t i t '. i [ 7 4"r rAPGGN stt' wf 5No) 1 i I r 4'Y YAPI,"aXT a a" o.C. I STAGGFAEO WI STI%Yj ' I R ,t J r i//- "MIN, i7NaEAt>ED # '_+, 1-•- ! E � f � ! w i a" isa+t THRtUI[ED � -. Ar M.d11WDTH �.. . PLATE j , ' €...a r.. s ` � ` W//T 7Ix' WN: THREAaEp is L°4 f l ` ; PENETRiiiGN AT LW3WWTS/ �..... f ! � i � PCI'RTF7AiK)N AT OF PtRTE � • WOOD PLATE SMCCO PUTS i xS4" P4AYE: ..""I•.a!�`. " rfE4Ud4EB WOO$ REOGtRgt YiOOD PLATE. FLED SCM.E $CXE 3l5 ffit•.. SiaS.E.. ale"«7" �PA iTJLtfT SCALE 3/8'.'7". t. 7d%I5: ONLY WITH tNSTALIA ARE VM'A FOR F1UItDd'Ai5 A.Sa. i7E5Kri1 LGldt5 , ' CEN $. 'V � 1i1 i!O DA BUILDING CODE N h Yatoa amG s N an Zone TO UP + o P 55.5 7x. PST ArHI •S a 6'. • ANEL f,EHDTN GP. To A .. � T#Q.. .# x caom Yd.T€L4, alc: F.P. 20 GAGE GALVANZEO STEEL STORK PANEL MR BE SGU7NERN �F'IXE.� P• all SPECIFICEDENSYTY iW •O.W9W EQUAL x *:• ,,'. "�7„, ,. g'f .. ._. .�.¢ �i {i •+, "". � ..ORAL PROTECTION PRODUCTS, U.C. /'d/!°'r wrMrierrw -yr. ODE: 11 i. / �"w �ir i� ANa. +doo t?w sr stREgr oA.a. 3adS4 i7dPANY Ft, PTNMIe. 20-17b tas+?wd-gray. , I$S�p A1•`� IlIM tSYK P� Fw . wrt m' =,dio , r., a c+-'s" w�.. .ae ,rrw .� owMrAp I YWtFa A TL/3rS.k, P,E _ p YBYaT r /K b Iti1Tt3 ���.. ���� STRUCTURES y{ �i i/4"r YAPCON o e' O:C. i 4Y TAPCON A 6" o•C, THREADEDir t! TAN. THREADED PEdiETRR2TItft RtPE�tRAxOTGN JI7T HEADER 7rODG 1 f F 1 WgtN.T.tTEAaER : I wEwD.. •£.-« {.tin,. ,.: �._ - MF. I "-" i,. I i i'LEDUPiED � ��� ��!•� iB �� #tB�B(fB9�NN�t 11� ���i � il#" TAPCONA}K;waRS ]r,✓4' TRPCOtt ANRAipaS. �rs Atg1 R+_jly '� _CYft:Mi ja��r'e- CYRilj/ fi- E-z tiAMG STORM Paa$t. Si�WF+ ON TNiSPRQiwCT EVALUATION aBiCUTAEMr (P.E,i3,} HAS BEEN vERl�n Ppd COMPLIANCE IN as) MIRUMuae E9A$EaMEA'r c� TAPCON ANCHORS adtD PkNELMATE FEMALE $'! � PkHi=3,MArE Ptus BtTa LaS+eaErE WITH THE xa20 (Nth EDmoN) of THE FLORIDA BUILDING COaE. BLOCK SdM1t, Be t T f4`. i1EStDN wRlO LOADS Si+dsLt, eE A5 PER �CGDDN 7S30 OF THE ABOVE MENI5RNE4 OGDE, &2) MR7PAGlA of 7j<"a X 7/S" CAUL -RV ANCIIOF%S SHAtI t"a 7/@" tN7a Gi)NCRETC, D HY THE JtiRtSDIC°(WN WHERE THESE $FiUTTERS Fr}R R wMa SPEED AS REWNRATSNSTALI£SS YNLL � ANO NO. EMgatA�AIT ONTO RNY flk715N W'dEaNi SHRtL BE PEt#MITTEa. FS?Ii R DBlECtWNAi71Y FACTOR Kd«O.$S. t7SftIG ASCE 7•-1B ANa SHALL NDi' EXCL"£TY THE MAitIMUM. {A:5.0.) 7!4" a^xO 55. SWEWATic BOLTS USED SFIALT. BE LONG ENOUgi(SHOUlO ANY FINISH MATERWL EXIST) TO DESIGN RAT7NL`5 INDICATED ON St#FETS x6 dt xs• L$tDAC� 3l4" INTO M2CHOa5, M ORDER TO VERIFY THE ABOVE CONtXaOri, ULTIMATE DESIGN s1aFW LOADS DETERMINED PER RSCE I- IS SdfA7l. BE FIRST REDUCED TO A5.a• WIND l MULTIPLYING THEM BY ;B T. DESIGN aAGS BY 0 M ORDER � e.33 m casE THAT PRECAST STONE. as PRECAST CONCRETE PAFNELS BE FOUND � THE EXISTING wAtl, Yo COMPARE THESE wl (A.S.D) aFSIGN PRESSURE RATINGS INDICATED ON SHEETS x5 A 25.. ANCHORS SHAtI BE toNO ENOUCtt TD REACH Yt$ MAKd STRUCTURE BEtBND SUCH. PANELS, SW,LL � AS IN AeETd71ONFA e T AND R•T 5.2 .. ) ) a# ORDER YO VERIFY THAT AND ANCHORS ON TIES P.E:D. AS TESTED YtpiE NOT OVER STRE55Eo: A 33X INCREASE R+i STRESS FOR 9NNa LORDS WAS LTQp, USED IN Yf+E4i ANALYSIS, PASTEN€aS SPACtNO TO wawa ttdS BEErt DETERMINED M WITH N.: a75. C ANCHORS 5WA7>i 8E IA157`A61#fl � AVagfli /i.. msA. 4: mE. ayS �scNwAEs aM� .. a+ Msda � a MaTr xsf ' � ���� ,,/ •-� PA.�OY � W Ssal�E °` �. ••-�l k .$t. iF�`�^w�s+MsyTt�aC y MOO PW19[9 � dA�" � #7 EOMana[ i 4aa, 1 411-%4als• R � eta aF .:. . rmd dbaR1R. at Q,7 y E NF+o MS -- , , "q•a..\ :} � r... :.� T :. dNrPAlre t I I I � e I -•------ I r mPa"�" +'�"t�T. 5 dY •F ±.. j. I A i I j 9. 1 tg�s+� Fx"edt'u � / � i dEc i / may/ R r----- `,.•--�'-- t i +nsl•• I �.NANrtlAtN # 9/4"s„yp3 I•- M IUQMUM A.S.D. OF5~AtlEDiNOPRESSURE M- +6NIMUM SLASS NI, P AA,NtIEELL APP LOABLE m {-P775•�3i (-P4� 7D MASS CONDITION SEtiONS +66,0. 7D" OR LESS 2 9/16• BOLTED. 1'. 2'. 3% 11Y. 2'W & 3'W 484A -75.3 70' OR 1E55 2 7/e' BOLTED • A $ <Yr • 1 = Fg: al'IOT'tOM P�ANEM.& $ WINC#M AT OVERLAP $ 4OX OF PANEL. LENGTH N, r >A ✓,. ;H 1 . . + SS: , rS. M xt ..tl..l' 'f' _.N , r 1+!. r 4: :``7 ' _ li+4ah ►.+I, : 71 ka. '7I: N( a* -=I i +.:: Sr .Ix -, :x N IMUM A5,0. bESCI PRESSURE RATINC s.N. MAXaMLM AlICfgR$ SPAt7lI. FOR E. D. - 3 1/1' •• APPLICABLE TO E ART tE rNd MYXW MAN" PAND- UNM Z• (RA) TAAGONS CALK -RI PAiELYATE FOAAE O PANFLUCE PLUS to CM,,M TO ZgETE To WNCpM BLOCK m GaNCIa1E TO COI,,,,ODNIMFIETE 12' N/A / 12" N N/A i ' 2 N/A E2" N/A T' & 2' (TOP) it" 3'* to" 3' 5" 4" 5" 4' 1' OM) 12' 3' 12" 3" 8" 8' 8' 5" i' BOTTOM) l ++ BB D; -rss' N/A N/A N/A N/A N/A N/A 12 1/2" ill r (BOTTOM) 70" DR LESS 7" N/A 6 1/2" N/A 4 1/2' N/A 4 1/2- N/A 3' (TOP) 12" N/A 12' N/A 9 1/2• N/A 9 1f2' N/A 3' (BOTTOM) 12' N/A 12' N/A 12' NJA 12' N/A 4' (TOP) 12' 6' 12' 1 9 1/2' 12 11 tZ` lY" 4' (BOTTOM) * UNITED TO e6A p...t. A.S.D. DESIGN PRESSURE RATING. A SEE SHEET 25 FOR ANCHORS TYPE & '.PALING FOR NISFA.uVpi4 WTG WOW PRATE BUILDING. MRiMiM ANCHOR SPACINGS AND MINIMUM EDGE OITA/OE ARE IOICATED ON THIS SCHEDLE. FOR E.D. LESS THAN WGCATED ON SIBEOWP R@UGE: ANCHOR SPACING BY MATIPLYOB SPACM SHOWN ON SCHMU BY THE FOUOWW FAC'70R& FOR TIES OPERATION m K POSSIBLE. REDUCED SPACING OmANED USING FACIOR SHALL NOT HW LESS THAN ORS LF.BEN0. MINIMUM SPACING BOEACH FOR ECH ANCHOR TYPE AT ANCAM = 111[ 1/4Y 1/4" 1 1/4'L I/C. INIM 10 O4X-II Wn.*OHM uwm ) 3 a 1 3. 2 ,/3 Rm ArW! anx.tr tart (wO 3 } ,/# 3 t/2 4 /BAN, VA Q4fK. mem EW910R $ 9 - p ILO 3 Y TAO I - f ,Aa I + REOW0M M... RICE BETWEEN BOTTOM OF PANED. j AO ® To BE.. 1/2' r x• 1 V3/16 ++ REQUIRES Max. DWANCE BETWEEN BOTTOM OF PANELme � m BE 3/te' ' Max: C OMPQiJENTS FOR REGULAR, LIFE SAFE A E-Z HANG STORM PANEL SYSTEM (SCALE 1/2-11 -..--I5.125• MAL WIDTNI)­---.-. _ - �^-- 103,67`--� - .500' . 1.35G'-••I T2_W (EFFECTIVE VfiM) _ �� »--- 6 1/4, (TAP) ---� 1..3' D' r--1.350'--, .)" 'l�,, 115D" _,i,SbO• .374 I .IBB'-- .088' 00' I 4 : 10" 4. 125" ' ,7sa• /""'S,S. oRM1l6l i79/ "'+ I"" / GR 1 12 ,/T' D.C. % MAT BE IIEVWSEO) ,250 , S I I 3.378' .088'� `1 } E L€1EINAED EDGE I G4141VAIZED STEEL ATM A1s3 TYP. GRACE MWMUM . 2. I 2sD" I 084' 1 I1)t L_ l,Ot,i 1 +- ! 0[TAB. A SO G-•Bo GK¢ Or EM.E : 2,125` �-- ' I .Q84) L.-1:5t1 __j 9. (iYP,) OO NORM PANEL - -- - - i.S50' 7]50',.-. --- DETAR. A -375• 1---T.00p'. PANELS VIAL BE OWALLED ALMY9 FROM LEFT m RGHT W/ 1/2' LOG AT END AT LEFT SIDE OF PANEL '� 2.307'.-`-` V •N• HEADER O F* M0 (4) ANGLE WITH STUD H, , PANELS ENO LAP _"_, - -. W 1aA91ED E7)GL �R-aAX` +OLDS' -- l ` ,133' W,270' 7yP _ .O P NE E € .375" w - €"-�-PNEL C.ANIZ02e (M STEEL GALVANIZED SfEA ` --2,591 "-----T I _ HEM -"- " r ---aasD __. i r" H ( 1�}11ETRiC VFW DETAIL A � L i ➢./ 'P.s2s j D.375' 7r I-` , a , D.TSC'a 15 OR �.._..` .TyS.1 ROUNDED CORNER O ENDS 4F PANE;S ! I END UP W HEMMED EDGE. J .1�-I- F - 7,�. ,' ?> 1 .,. 2V { .125' 3.750` .072• 2,3D0• � I 091" 087' I - (TYP) Ise � tom. HOLE WAS( 3105-HI54 ALUM. ALLOY !--"""� ,'�'�`_E9�ce 17FIwINEL OTTOM � KEY HOLE AT PANEL -'-,:7'- QUA 11 2.12t' •7 .8 1. .SEE BEET 6 MR ACDOMMY :. UMIYAT*RS IF SLEDIE UNGH LR t I•. i 1, • , I J/S• O &SEW 2 1 /B ; MAX, LENGTH ,- 125' L - A .12•-, ! ONLY VALID FOR INSTALLATIONS WO ; MOOD STRUCTURES, --2.5u•-= •H• t..118' � 050 P L •U• l z.000 C"') L R a9e'"- I "7� 95 I 1 Q REV: HEADER HEADER @) I I -1 J.E� 1a A)L -I- MIN. TO V Max.. 2.o_ - -._ _ LL_1 D AdSIIE t 1 ",1" TRACK @ PANEL HANGER 374' I f-I. .._ -_J /.s}?7" 39a0' 1- ALLOY 50 �-x �__...._-,� •470'275' MIN. S""` ) ANI2" 2.�D', N.lzs� _ + MIN. '2 pltttaiHlF ��t';',;�A.,T �0 MOE)) 4"\, CENj ✓.#1 (USE ONLY FOR E-Z NANO STORM PANEL d 4r '4 BASTED) BO63-T8 ALUM. ALLOY - E ND, 4416E FLDRIDA BUILDING CODE Non HI h Velocl Hurr€carm Zons j I t' .! .i23" �• ;, N. OL 4 .ON* 1 ,. 1 - 3 ifs:. STATE OF A2W0 1E/EW, INC.FA. 24 GAGE GALVANIZED STEEL STORM PANEL � a -a000^ (tYp•) �, L -SEE sEcswNs = N. � t' p �ff.'..� 1ttY 11 E�GLOBAL PROTECTION i Arc 4Ms.W.si MY[, PRODUCTS. LLC. '_1D11 '.20I sow n.. C33t4 • tO3 BUILD -OUT w•�lkt F• a BUILD -OUT F TRACK 1 b & � WASNERED WINGNUT N.w, aw s,, w r+. a4WDs a am TM.. , PDC at+ -ea. - e. , pRm xn-,W PHONIC (Is4)se676,6. . ..N HH•....+n. ,•� • Olws/4W FAw (N64XNIA-ow 20-175 ex,,, w4 Om"" - TR1GK ANGLE - (ZAMAC 3 MLDY) PA � t as u M I= P.E. iNELI 1 O 16 TR 009 & IQQQ E-Z INTO EXISTING WOOD STRUCTURES s/4Y IAG BCJEWS a 6. O.C. w/ 1 I/2" ,.Arc, t1a1POW PETETRA710N (3 Mi.. 2"x4• IlDaO 1/i�+^� LAC WRM Esb VE4aiL1 wtl/DN9�� Ta Ext3tiPIG wOaD NUiOEA. f� REOIAREO 1/a'r iM StwB O s" O.C. wi j}2,��� FLAT OR ON EGG 7�1 iR PF WIRAIM i m i'1,41PA WOOD HEADER. I 4 Cwn. Ek SAS. / (_ a EA aO OF @ ,w�lahr-a2�ms�3/a•- MS, j 4 o.m. st- - - @ I - rWr' ts'..wR+G S. .1 // 1 4Y tAc SiWEW&aw D.D.. W/ 4 O-K )Mxt'sm-& jj( f r l rt ..YJ_� 1/a'+-2W3/4' TRUBS If2' M. THREADED PEKETIU ON / Y EA 00 A a) 1 /! (SEE OEfAK i/za & W C MR 'A/ a 6"1915%S2' R1 EXISTING 1100D IffAOER. . 1 ND7E th RFLOW) I- t EtffAt- ; �Eh OCIAL 1/24 $ 1 3 IRA Aum. FOP U0 4 C-L O FAT. EtI�F � e ND1T_F._IA BEt#w;i SMAIM tT Au wmH EP E`&Xr •I-I8'AOER 7 CAnL IwREU� 1 (SEE pAGA 1/24 $ 1 NmE toI'WOOD HEADER RE� 1 tq - 2 9/16• ift, i I/4 _ /.4' t 5 2 I/tir AWa . SEPANMIEN ' Z9.1 /2aM,TJ4 p 1SJ YY_ 5EPA9hTON 1 4 P-•EW3 4 m 7 8"fx3 32' ». m GtAS'S- +A� W/7/ /32' EVERY. OVEMAP 1Y" 0'C e 1 2 7A W. NUT 1 „ yM/94 4- 4' -- TO GLASS r I/4Y-20+3{4' Q 2 gS RA O - WING 3 Of tL7 5ff IF µ$B 1 TO EZ: i EVERY avow & R j I . a I fVFftY WEp1AF I I 11 1 9 i x is a I �0m - �j ' r i l� 4 . s I I -1 -.� o -�, f Wt+'� 9Ax3J43.2 u s. ; � q is � 3 + N. ; "I a t i 1 _. WOiN1Gi O,Cx3/ J C r _I -� 19 i 2 S 6 I (2•.Y WM 1 1, i i -_� 7' 4• µS. p } 1!4`w PANELIM7E FEMME - B g 7 G,w JT \. T PANELWTE MI5 w/ GanL _-l�� -_,_. W%4/B' a' MY Y{G i 4.. NOTE aWW//ETaWY PENEroiRAT a& 1THREADED/ac. '�j $ �l `1• M FRR iIG 1 2ar3/4• i/9 2' AAC SCREWS 40A6" 14E AARGN 0 ;. Mln (2}. 2'W4' 1/e w- a-. M& y// 1.234 (2Li j RQAp6D �u. TE gQU 7 ,tkii - NOTE 1A1.0W}. TH aF 7'VAtE AI BRIBES %4 OR M1 OR DM REC C i 1 4 4.• 4 "m 1A 8SIOW) 6 II 4'w-2Gz3/4' IN:S. w! 1/6" f32• 2 MHO PAdNELMxTE PLUS W „' WEI. PENE.IRARItlN a 12'Ae cont. M MIIF 4i S2" DC.. Iwo I/aY TAG SCREWS a 8` O.C. w/ /4*1 SCREWS 01 Min. (3)) 2°x4• A FtE1c . _ i 1/7' MRn. THREAGOD POCIPAY1104 MMs, (2y 2' • 11J'2 Mn. THINEMED PFdtETR471DN wcG1 fTE REaUWFDTEiiii[J• rW WDae PATE IE0UWEO ♦ MWWiOIH M' PLATE FLAT aR ON EDGE `a"DN.E ", i°' 11 H PLATE ARREOL MD FLAT WOODiiAT OR ON EDGE ALTERNATIVE 1.1 Tx Igulli SCAR 1f4`=1' - - 19=1 F�(t law MOUNTING ALTERNATIVE 4"W jjALLATiON ,. UP TO 1 -7" M PANAM ONLY VAUD G 'S LOOM SUWNGS VP TO 6_UDE9IGN LOAM 2-; tttGtLtxUN- , ERNATiVE 3"W SCAR 1/4'-1- 2. FOR NEW WOOD FRAME �': WWD xEM9GRs m BE mlR#&RN , 0, A IW Tl(j fr SCALE 1/4•-I" PRE NP. 2- W/ SPEC'EE OENFFY Oi M55 OR EQUAL. .` •�:@;'' � EysF'-dP yg - ? FLORIDA BUILDING CODE XI h VelocityHUrr€corw Zon NOTE M. - a * N0.4 *'y a0 T °� 20 GAGE GALVANIZED STEEL STORM PANEL , ORW SEE AO REgLVELIENPS TOR OF s�OP 9VN Q AT laP N S WELL AS PANEL t OfXIECfiOM m TRACKS OR At �T1DM FIASFA ON 4aop _ �� !bl2Am 1�0 DR 20a0 IaTALtA1XW TAP£ a4 EET z�.' + D°¢"" -t�, STA OF GLOBAL PROTECTION PRODUCTS: I.I.C.`O FLue.aGMrM.. ..'SS bYft,MLKAI TFRN.`TtVE TOP R 1v • •{" ''jA.. •�, 1-i L. tt ANC, f.W1 < NgBDE_40D PR�,y 4r 0 4em S,W 61 I AEET CONDH'PUSP a ALP DRAG /i 1, ... _.• ••-•" xw.,w: x. ax Ar. Ye.WW WaaA H Mrs hXAID twaXeH-lsaa FA: troaa7WeN-mmxt 20-i715 TOP $ RHonaM MGKlIiN09 CAN BE LroM+sNEo W ANr 1. x . � N �yjslrC1N �� � „""• , I'0• "r"A•"&Ia6alo x,-;", •++� HAP••••, •s .t . xN aaAnrm HM war ro SU0 ANY WSTALLATIaN. P.E TURCJ E e- M H . •sa.ax. NODE ; 6RUFFOR iRA4iKf; NS1T 91RY/W FCR CLARITY WATER A 4A4't PIE ` 411LX,` 24 a" a fi .11 siH: I "... I. 1, - . - � t:S MAXIMUM PANEL LENGTH "L+- OR -L-" (ft.) a MAOAlM AS,O• tR6PRESSURATIM (P,a.1,) (+ m -)... CONCRETE & WOOD WWLATONS t L+ L,", 200 12`-0^ 181-0" 2&O F2-0• W-8" 30.0 NN-•6• 10•-9• 35.0 FOLIO' W-0" 4" to-1' B•-4• 43.0 9'-6- 8'-91 3Ao 9`_t` 8•-41 55.0 8'-7* a' -r 6a6 a•-s' I r-r 65.0 8'-17' 1 7-4' 7a:a 1-4' r-o• 710 7'-6' e'-10' 110.0 71-2` 8=7' 85.0 71-0' 6`-u,. 90.0 6-9' 6-2, 96.0 6•-a` ar-a• 102,47 6`- I .-Tt" 105.0 $'-a' s-1• IHOa - 1 3'-7- 115A 3'-6' Tt9,6 I 9'-s, WRX TRACus M. a) - a R ID OR D.M..O, (�): m�fSAi IAQi Dian AT EACH END* XIMUMAHL LENGTH PANEL ®' @ or (CA MA L+- OR -L-- (ft.) D ""'MLW ASP. OM PRESSURE RA'TR(G (Ps".) (+ aY -) CONCRETE & WOOD 0WAL ATIONs t I+ N 220 14=4, I3'-0• 2&0 12-10^ I1=7• J140 11'-4• Ta'-7" 3•LO to -To' W-It' 40,a 9'+6• 9'-2' 410 9•-I• 8'-7' &7a 8'-7^ 81-2- 810 B"-s• Y-9' baa 1". r-s` 85.0 7'-4' 7'-2• 70.0 r-s' 6•-11• 6uo 7'-•o• 61-61 no Z- O' 8'-3' 90.0 8-9" 6'-I" 9SO 8'-7' 8-141" Io0,0 8,-3• 3-71 NR.o 1-1' 5:-4' 110.0 - S'-,' 113A •- 4'-Na` r1$8 4'-8' MNMUM UM SEPARATION TO GLASS SCHEDULE MAXMUM PANEL LENGTH WIND SPEED 4 170 m.p.h WINO SPEED > 170 .,P•h OR) WRESTRAMEO I RE$iRAMEO IR4RESmANED RESTRAINED 30 OR I:Z I' I' 6" 5 1/4' >33 To >O i` 1• 7 t/2' 7 ifz` >90 TO 145 I. I. 7 i/2' 7 1/2" 7t�'ro i� I. I. 7 1/2 MINIUUU PINE'!_ LENGTH An) FOR A GIVEN MOUNTING CONDITION T� wrrou� BOTTW4 DIREL'T MOUNT W•U^ DEAFER HEADER I.s^XT.d' ASTUD NGLE Ir TRACK TRACK COUPE& - DIRECT MOUNT 48' 1. 32" 35" 65' SD' SD" 4 1.S"Xi.S' STUD'ANOIX 35• 32" 32' 3T' 42' 38^ 36' a "F" TPA" SS" 1. 1. 42' 67' 00" BO^ 1 So OLOSURE9 A CLE �!" 50` 1. 32" 38` 60• 56' 1. t 57 32" 32` 3B" S6" s6' * 2/4 "JG ANCHORS (SEE SCHEDULE ON :� -- SHEETS 9, 10 &11) 6 0 -!-'l'r T1_1--1-I-'r-T--T-r-- 3/4, 4/5, 5/5 & 6/5 . 2W/6, 3W/7 & 4W/7 0 a _-I-•-T-r-F -7--T-r--I"-r .,� -I--.l_!- L* EDSECC IONS AS tPLI ABI Q MS. BOLT wJ At EA OVERLAP i LLL1 I D.M„(1). 4@ _ . - - -�- - ILA* - - - - -- �(.__'�� e o - � oe �ar V.�/ (-,„A. MAX-,,, ._.-.-___. 3° MA' ' MN. 2/4 1/4. 3/4. 4/5. 5/5 & 6/5 1" MHA TW/6. 2W/6 3W/7 dr 4W/7 ANCHORS (SEE SCHEDULE ON SHEETS 9. 10 &II)--_ REGULAR_ TIORM PANEL Gj ELEVATION 2.6er N-T•S• 1/4'''Mryo[x'," GAP m (MN mmw -1 MOLE VA r4 i( NOTEV1 (1) L+: MAIMMUM ALLOWABLE PANEL LENGTH FOR A GIVI N POSITIVE ASD. DEEM LOW. L-: MAL ALLOWNELICTED. PANEL UMM FOR A OVEN NEDATI E ASD. DESIGN LOC. (2) PROCEDURE TO DETER MQOMUM PANEL Waft GIVEN A POSITIVE A&D. DESIGN LOAD, PETERMpaE EMIWRM PANEL UDAM 5:+^ FROM SOH OVEN A NEGATIVE ASD, DESIGN LOAD. OEfiRMwNE MADMMM PANEL LENGTH %L FROM SO FINAL MWIM UM ALLOWABLE PANEL. LENGTH M EOIML To THE IBtlA N DETBRIMIED PANEL L BETWtENt Y+' AND *L-". (3) SEE SCHEDULE BELOW FOR. MAY. PANEL LENGTH FOR PMOS17Y QUAJFIC4Ti0N, WSIA-LA7ON5 WO WOOD ARE LAM TO a 95 P•aI, MAX AS,D. DESIGN PRESSURE RAT W 9, IC & 11 tU MR MAX. ASP. DESIGN LOADS & MAX, PANEL WNTHs.. FOR _ r8E SPhcERIS USED. D. 44T67 '. Iem2O *''moo• w_ 24 GALVANIZED STEEL STORM PANEL * ' ' • rA*OE -* i E Q 1 PROTECTION PRODUCTS, Lt �� ' n rAur Tl3fI10 & 460E SIN, at SOVIET S• 4 ..O. 1!R€.....; , 1 '' ,,... om•'o,.,m ..fir. - " PI,ONE: C54Mw-»+S, PM tt9M)M-4M 20-175 aWwr&D N4a GENERA€ AI- a ae()7'ES teal n Tasw IMF wA.- r P,�sm 1 1 °k (C) TO EX "TOP WDN iCH SPEY:tl�'FM � -. 4.5s MRN L 1. STORM PANEL SHOWN ON THIS PNODUC7 EVALUATION DOCUMENT .E0. HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE BY H.T.W. (P ) - TAP ANCHORS, INC. MIAV POURED 1M1741 THE 2021 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS S40RM PANEL SHALL NOT � INSTALLED AT FHdi - /14-10 PANELMATE FF3,Mi.£ O A'RU PANEtA1RTE PLUS ANCHORS. AS MANUFACTURED BY ELCO 0ONS7RUCTIONPR00lf44IS. 014- NE E ANCHORS, VELOCITY HURRICANE ZONES (MIAA I -DARE / SROWAND COUNTIES), - 1/4'4 LAG SCREWS PER N.D.S. DESIGN WIND LOADS SHALL IE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND - 7/76`0 x 5/8` WOW BUSHING. AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. h$ UREO BY THE PANEL AllE0. AND 6$CFiO SPEEDREQUIRED JURMICOON WHERE STORM WILL IE INSTALLED. FOR A D RALUTY FACTOR XD-0. 7-16 N ASD. PRESSURE RATINGS INDICATED B5, USBNC AS7, AND SHALL 0 £%GEED THE MbXA.1UM ( ) DFSICR DNOCA ON SHEETS C./J MINIMUM THREADED PENETRATION INTO WOW OF TAPCON ANCHORS SHAG BE 1 1/2' AND 2' FOR EI,CB PAHEtMATE PLUS 3, 9 12 77, H. AND PANELMAE FEMALE O. DERV IN ORDER TO 1UERIRY THE ABOVE CONDITION, ULTfLWTE DESIGN WIND LOADS OETEIL4NE0 PER ASIDE 7-18 Slibll BE FIRST E REDUCED TD A.S.D. DESIGN PRESSURE RATING BY MULTIPtl1NG THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX MD)C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-. NO THREADED DESIGN PRESSURE RATINGS INDIATED ON SHEETS 3. 9 TtRU 12 & 17. 18. PENETRATION KID STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION, IN GIRDER 10 VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS TOTE USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS SEEN DETERMNED IN C.3) MINIMUM EDGE DISTANCE OF LAG "..CREWS. INTO WODO SHALL ESE AS INDICATED IN THIS ORAWING ACCORDANCE WITH N.D.S. 2018. STORM PANEL$ ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCoRDANGE WITH SECTION 1609.7,2 OF C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 6/8'. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERGAN TEST LAS OF SOUTH FLORIDA REPORTS /0814DI-Ot AND g0279.02-09, AS SHOULD STUCCO COST, AND t" MINIMUM FOR WALLS WITH NO STl1= PER SSM 12-99 & ASTM € M-02 STANDARDS, AND AMERKJN TESTING LAB SOUTH FLORIDA. RETORT 11123.0t-ID AS PER TAS-201 AND TAS-203 PROTOCOL$, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF 711E C.5) IN CASE THAT PRECAST MDNE, OR PRECAST CONCRETE PANELS, STUCCO DR WOOD BARDS BE FOUND ON THE WSTINC FLORIDA BUILDING CODE. WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL W AS MENTIONED A CA), 0.2) & 0,4) 2. ALL ALUMINUM EXTRUSIONS TO BE BU83-TB ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICAIONS OF THE ANCHOR'S MANUFACTURER, 3• ALL ALUMINUM SHEET META. USED AT CLOSURES SHALL HOE al%-1114 ALLOY, 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETALS SHOWN ON SECTION 1 THROUGH 8 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OLVI MEL ASW A-553 GRADE 80 MINIMUM, G-60 GALVANIZED THROUGH B) EXCEPT THAT HEADERS '(A & 0 WALL, NOT BE USED, STEEL. DESIGNATION W/FY- 92.2 AN (AFTER ROLLED). 9. IT SHALL BE THE RESPDNS8JLrrY OF THE CONTRACTOR TO VERIFY THE SOVNOWSS OF THE STRUCTURE WHERE SHUTTER' IS TO BE 5, ALL 'SCREWS TO BE STANLESS STEEL 304 OR 316 ALSI SERS5 OR CORROSION RESISTANT OPTED CARBON STEEL AS PER. ON ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME BUILDINGS. 50116 W/ 50 W YIELD STRENGTH AND 00 W ItDNS1LE STRENGTH AND SHALL COMPLY W/ FLORID BUILDING CODE SECTION 2411.3.3.4, 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER W. AS PER SEC710M 1. 2, 4. 5, 6 AND ALTERWTAIES IW, 3W & 4W ON SWEETS 4, 5, 6 & 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARfNG WSTRUCRRG OWNER OR TENANT TO 6- SOLIS TO BE ASTM A-307 GALVANIZED STEEL, OR Art 304 SERIES STAWLESS STEEL. WITH 36 " MINIMUM YIELD STRENCM. SECU� PANELS WITH APPLICABLE RETtEOR(EMENT DURING PERIODS OF HURRICANE WARNING- ]. ANCHORS TO WALL SHA L BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAAX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WWD/RAIN IN7RUS4014- (A) TO EXISTING POURED CYTIJt'wFYF, - 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY LT:W, SURDEX. INC. (Min. rc-3192 PA•I•) 12. STORM PANEL RSTALNION BOLL COMPLY WITH SPECS INDICATED IN THIS DRAWNG PLUS ANY BUILOW AND CONDO REGULATIONS - 1/4 a x 7/8' GAL(-N ANCHORS. AS MANUFACTURED BY DEWALT BIC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, - t e x 3SOW-SET SO -SET' A14CHOR5, AS DISTRIBUTED BY ALL POINT SCREW, & SPECIALTY Lb.. (wit I. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PfEPARED BY THIS ENGINEER IS GENERIC AND DOES HOT PRDVOE INFORMATION P.a.t.) ANI FEMALE O $ PANELMUMTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A 5RE SPECIFIC PROJELT; ia. WHERE THE SITE CONDITIONS DEVOTE FROM THE P.E.D. - I14-10 PANEIMATED - 1/4'e ZAMAC NAUN ANCHORS. AS M OILITACTURED BY DERALL INC, (W) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUMNO LIFE SAFrIY OF THIS PRODUCT BASED ON TAPS P-EA. PROVIDED HE DOES NOT WMTE FROM THE CONDITIONS . 0.1) MINIMUM OF TA NCH ANCHORS 9Nf0 POURED CON'CNET€ SOW. BL 13/4'; 2" FOR ELCO PANEihLATE ,AND /'+1'E CI4 TH4 DQaUMENr CONSTRUCTION SAFETY AT SITE IS THE CON'IRAGTOR'S RESINI4$IBILTY. OR ZAMENT 1 3/4" FOR 7AMthC NHUN ANCHORS, (a) THIS PRODUCT EVALWTKki DOCUMENT WILL BE CONSIDERED INAUD IF MODIFIED. A.2) CAUK-N & SOLO -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE POURED CONCRETE, NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0120 SCREWS USED SHALL DE 1 1/2• LONG MINIMUM SHOULD SfUCG4 SM, (6) SHE SPECIFIC PROJECTS SHALL. BE PREPARED 6'Y A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS DR ALL THREADED SCREWS WfO HEAD, ENGWEER OF RECORD (E.O.R) FDR THE PR0.1ECr AND WHO WILL. BE RESPONSIDLE FOR THE BUT WITH WING NUTS, PROPER USE OF THE P.E-D. ENPKEER OF TECDRO, ACTING AS A DELEGATED ENGINEER 10 INC PEA: ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC ORAWNGS FOR REVIEW. A3) 0 CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BARDS BE FOUND ON THE EXdSTINC WALL OR FLOOR. ANCHORS SHALL BE LONG,' ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, (a) THIS P.E.D, SHOW. BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PRO'M04AL ANCHORAGE SHALL BE AS MDMONED IN AT) AND IN 0.2)• ENGINEER OF RECORD THAT PREIPA3E€] IT. (8) TO E3),iTlflS) C'ONCREIE.BI,D,NS L., �! O-9D' 14. SHUTTER MANUFACTURER'S (ABED SHALL. BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4- 4 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. BUILDX. 94D PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED- Y OPENING. LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE E/4' e x 7/8` CALK-H ANCHORS. AS. MANUFACTURED RY DEWALT, INC. FLORIDA BUILDING CODE.FOR - 1/4'w X 3/4' SOLO -SET ANCHOR, AS DISTRIBUTED BY AL POINT SCREN. BOLT & SPECIALTY CO. - /14-10 PANELMATE FEAIAUE O AND PANELMI PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P`1 L�FH�IFq - 1/4" a ZAMAC NAIJN ANCHORS, AS MANUFACtUM BY OEWALT. INC. . t5� �1J, Od :.. WV\GEMs•`':�9$'I� EL 1) MINtWUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAVIC NAILTN ANCHOR. INTO THE 4 FLDRIDA BUItA1NG CODE Non Hi h Ysloe€ XurriGans Zone BLOC( UNIT SOUL BE 1 1/4" @ &21 CALK -IN &SOLO -SET ANCHORS SHALL BE EMBEDDED 7/8" Ora THE CONCRETE BLOCK UNIT. NO 44 7 = a '0 nlexa. W`' 24 GAGE GALVANIZED STEEL STON1 PANEL r FAM - �Vas STUCCO SHALL SE PERMITTED. 1/4" 9-20 SCREWS USED SHALL BE 1 I/2^ LONG MINIMUM SHOULD , * t „ /r /� - 0 7 AND 1' MNBMUM FOR WALLS WITH NO STUCCO. �•qL STATE ._. -.._.� IL E C G LOBAL PROTECTION PRODUCTS, LLC. LVOE: 9 . ,' y INc, F 4600 s,w s 8.3) W CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS 5RGW OR WOOD BOARDS BE FAUN jORI w MN a aMxa� rnL DIAL F sT3ta EXISTING WALL, ANCHORS SHALL. BE LONG €NOWN TO REACH THE MAIN STRUCTURE BEHIND SUCH P 3O ,• ' ww.•.g1WRm-,sA.ro.P.¢m-,sN PHotx: (964XIdp-?345,. PAIN 20-175 (!s4)4e;W-e7MY ANCHORAGE SHALL BE AS MENTIONED R MI) AND IN B.2). fft d ,* ""'�, _�qw"1719 -? sx awaWla Nr, ra AAAAA,tHl11H INN P,E SFAI3i0WaUP6J0.4E W/N.TFR A PI1Uf Jr P$, m n.,.a y 9101T , ate INSTALLATION MAILS FOR REGULAR PANEL INTO, POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCRETE G POURED CONCRETE CONCRETE E Q CONCRETE BLOCK If REQUIRED. iJ/ . REQUIRED. t'ANCRETE ANCHORS I CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUGH 10) r-{ .T (SEE SCHEDULE ON ,�, SHEETS 9 THROUGH 10) r.1;Z } E'fi3TMG POURED CONCRETE OR y v✓ i/2.. ; v lIr i �^� CONCRETE BL0q'K z ; ; 1 1 41-fN ' REQUIRED. (: 1�/4' ______- _� I/4. __._,__ rd - y �a ON r I (SEE SCHEDULE I'll E. 1 E1, f 1 SHEETS 9 THROUGH 10 1 I 1 I 1 I I / i . ENO 1 1 i T i 1 i 1 �L (�' µ-- q,; 1`-- If4� w - ® 7H�90Ln w Elf, i I I I SEPARATION TO GLASS. DL / I L �t TOWat -C ..$@ SEPARATION RA ,4 �EDULE i � �/' UlSrmv SEE SCHEDULE (ON -�.j-. ._ -I SM SCNto W(O4 BEET 3) --� __ _-- __.._- 1 1-/ i I I GLASS-"� SHEET 3) ( PANEL LENGni S I, (SEE SCHEDULE 0 I i 1' Max. IMM, SEPARAiIOPi I 'L• ya,4, 1 t I ON SHEET 3) CONCRETE ANCHORS_ l-__ _ .:,-__��11 a.:_. [ `-- - - W--` '('�- I I a -� - L_..._ -= -' __-= ,._ I {SFF LENGTH'I t5EE SCF�EDULE I (� SCHEDULE 3)1 {SEE SCHEDULE ON 't v SHEETS 9 THROWN 1 I 1 1 fl I 1 ON SHEET 3) i...� DN SHEET 3) ' _ , j OF 'L" EXIS7N GV5i . i ' 1 I i GLASS�i I ! I MAX. I Y A"I-WMi` I salt 1 OF IV MA{.X. I j - I I L y B A e.1/4' O. 11 �fi Eh. "jj i i E{D. I i Eb. t 1 1/2" ......-._.r-.._._-.-.___F j , "----a .i £TGSRNO POURED % ' E ; � � _:i'"C.�i y i "ii ••.�•• j A ' _�­ r 1 0 7 (/Y aG CONCRETE ORt i "'PJCA9/E)i ! �"n� W. W. WASHER mw IRr PMxsEx" Sato CA CONCRETE 1 t GGNGRETE ONE..._....,• rj L _- I --FO-I,-•£G••-' Ass. � 1 • ,2 1JT aC. REQUIRED. / -.__.��.�_( (SEE SCHEDULE SHEETS 9 THROUGH 10) .' I ALTERNATE 'ice'...- ! W ®ONLY WHEN SOLID & CALL ANCHORS LEC LOCATOR =- -SIN OWING POURED CONCRETE AM USFA & w/ WHEN -OR CONCRETE BLOCK ALTERNATE CONCRETE .. PORED GONCR€FE ANCHORS oR tWGC9NC. Bwmc REOU9tin. CONCRETE ANCHORS j suG6ETRE0 w/ sT13` � ra REQUIRED. (SEE SCHEDULE ON SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHEETS 9 THROUGH 10) BUjj,n:;QUL j(� SCALE 3ABLE/SIN-7' WALL..ma EMU- 3/8./' WALL MOUNTT �EScL MOUNT 9CAF 3ABLE. - Atttttill OtAAAH 4r` 1>:. CEN G ^.; FLORIDA BUILDING CODE (Non High VelocityHu Gone Zane ED. =EDGE SCHEDULE (SEE SCHEDULE ON NOj FC1R COMB1NA71Dj1 OF SEY:TVYNS; TOP & BOTTOM MOUNTINGS CAN HE 0. 44167 ? # . * ? -cf'. STATE 0 : * _ .. �`' •� l'- 'tOR€DP':• tam Tn1Ew. ILL`, 24 GAGE GALVANIZED STEEL STORM PANEL ""'"'^` \ GLOBAL PROTECTION PRODUCTS, I.I.C. { L E CO... . \. W. "'Pr�HH iv. OPAtM ION """." 10 SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY ,C•• �vaaW.4t:,kar. iwwwa,w n- 14P1 20-175 INSTALLATION, y,� ��• ` A/A/ Ar PenHc LWs4)ee9-Taa6. FAc t►s+Y-BIST ORAW'r1G N> ,Q A AtNlNH 04-0014 „R-.• .BtdEA A .#., P£ - v-1. - r 1.QT 4 a is _4. N N O � U •.� �CL Q Q O C .a C6 U -0 N 0- N -0 O p -0 -0 0 CL � 0 (1) U 0 O CC E . 0 .� _0 Y O N O ^ L.� t CC ,0 .= /` CEO Vi C:)- t7 I � a I 4 mi , z W r"�O t c 0":) V) •N o ,.,, N N M •Q .4 Hy CIA 4"C.., ICC y orax Cr 3::,�R OM `7 C CO.!-- O aN 3 ,= • ,A R a R E O - INSTAW.&TION MAILS FOR REGULAR PANEL C1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INIQ WQ..�1D STRUCTURES � T F R REGULAR PANEL INIQ WQQQ ALTERNATE CONCRETE , T•,1 j- _ WOW ANCHORS ' I 1 _..,__._,...T....SEPARATION yh---•-- 11 1 -.-.�� ANCHORS LOCAIHXN .,"" SEE SCHEDULE ON �.. _ , 4-h2D,,.I.i--® ts'E£ SCHEDULE ,Jee-ID.+• + / J CONCRETE ANCHORS I�SEE SCHEDULE oN ^�_ (SEE SdiE01AE OFT-\ EUGS'RNG POURED OONCREiE I StREET3 9 THgOUGN iD) Efj �L SHEET I I) x' f r- HCAa eons 1 ON SHEET 3) t g, w I 4'x8` Min. EXLSRNO WOOD �.. DT LEG EXISTING POURED CON" ip (( / l/,itcn SHEETS 8 THROUGH 10 on CONCRETE BLOCK I ' TERNATE LEG DUONC' fLbC9c Y � /W a 9/a' 0.tL 1 8 BEAMRE % f '" 4 OR CONCRETE,ENCeI Ot61 T-d ! ADEQUACY £XISTNNG WOOD `/f EXISTING p LOCATION CONCRETE ANCHORS r ; i ( 11.AIM REGI TQ BE ENGINEER R }+ �� ` 1 _� 1 I iXISTBG-F PALL LENGTH fEGISTERW t�IriNEER OR I I (SEE SCONCRETECHEDULE ON �7' RWOOD H r �:J wQOU ANCHORS -+ / . i I 1 1 _ (SEE SCHEDULE ARCHRECT PRIOR TO SHNTER �t j WOOD ANCHORS ALTERNATE WOW ANCHORS 1' Mn. SHEETS 9 THROUGH 1 i --LLJ l / / J (SEE SCHEDULE ON 1 A oN s , 7 FOR INSTALLATION. / _ II / / M D'jj t i j �f • SHEET 1t SIffEf it ,Ir-Car Sa MS w war 1' 4Af. Ile SHEET it) ! T,_- i i e; LIDf NW01KR ./ a) % 1 I SPAOER SEE SCHEDULE ON (SEE S ICH) EON 7 ' T ( FAQ , su4nar , Q , �����,��� 1�//s xr HRC 4w6xLI1 +xHD ( -L µTx. 1 60f6 , , 1/1• I ��--�® �f f1AP EV4sot 18T xREr OR !/Y :1/4• f i/2' 4I SPACER I 1 VE L ) ) - 1 I . • 42 I/I' Gz. / --,.-1 � I I 1/4•-Ua•r S.s, Ms W/ wT VIOL / 7 - I tFNOtH HMfC., ,, f /2" I 1 CONCRETE ANCHORS 0 12 1/Y O.C.QD _C_ I ! I : � WOW HEAD t �� t j �e 11/4' j• /tom A I �.__i (SEE SCNEDLD.E oN- j ,!Y l --I` 1 2 I 1 -i �T� REQUIRED /2^ t f eG .r _ _ L I i € �- ___--_. WOOD R£AfER ` 7/z- T � C/ ) 1 1 SHEETS 9 THROUGH. TD) i I / 4'1t-.2A1• E . I { �` MM. { !., € ! Mfi. H C _ - F s N '- -""'l REQ 19 �/ N (A }-- 1 I ,BAD ews I ) I i _ 7 7 EO , T t I s ' EXHSTNG.G _i C A }-... I �I NEm �L1S I v -� :� 1 1 ED. A r14' Ni.0 y i v LOX. 1 I. I ,� t 1 GLASS ? 1 I I w 0 s ,/P oc. I A 1 r ! ' '/%//�/ I PANEL LENGTH '• 1 '. `. I '• I t 1 i WOW ANCHORS MM, t ,§ I DO$TJ -p I I 4 E, . ✓ U 1 i i 1 45FE sGNEOULE 1 - i 5 I ( f 11 t ) _ t' MAX,MAxLONG N.LIMINUM SPACERS )# 1z 1/z' 1 (SISEEt�ETi1f1}WL£ ON iAiSS if , O.D. (SEE TABLE Nf ON SHEET it. MAD, ( t MIL i r SEE NOTE BEIAW FOR LMRATOtR FOR NIB,- H i ! 1 1 A t 1 ¢ I I I I ON SHEET 3 A I y { I A T eatXsa9� � I ' ' 1 � FORS LEAP 1 ! ! I I I t ... � ' I E - SEPAPkTIOH R .. A SEPARATION N L` MhX, S7.'„. f7d��I,y I f 1 & 5CiEEbU T" MGUL 7 i {? yy €I ; p! i 1/z" 117NG SLEEVES. sBHLYNULE I ,/+•✓BM;,• N `-' _ Y 1 i ;_._._T Y FOR rAMt { ON SHEETS PANEL LENGTH I t T F p4 7U GLAS. i 1.... TO GLASS. -. 1 PAIR LENGi1F! i { � , tYASS,{sEE 1 I } ON TO GLASS. f ,/4'w-EMar ! SiE SCHEDULE T IrH1- e1• FDR l (SEE SCHEDULE l (SEE: SOHEDiH:� N I (SEE SCIEOOLE I 1 1 MAM.-) T-6} 'L" Lax. (SEE SCHEDULE ON ., I , ... &s. ,OL1w W (6Nt SHEET 3j 1 ... __y$ 9aL SPAM pM 1 ON SHEET 3) f ON SHFFT 3) E-,_ ON sNEEt 3) `<,, I }T {......_...PANEY. MATE Fi:TdA.E ID oR PANE7: MATE ! DN SHEET 3) .1_.._._ ..-&& sDMt9 w ! F Mrn, 9EPAPkTtON TG GLASS. I E -3 .-.,- .-_.---y SHEET E. t lu , I (^ Y HA PwC A M ,/4v-,ter , I.. .--.__ _ _.,. ____....a i 4 (. PLUS (SEE SCHEDULE ON SHFf'E 11) L_ ..,_._ 1.. A" W. SCNN3}kI.E 4N SHEE.T +.fj _._ I `L,: j AT a - I/aS-mtr "L.^ L. L� W I PANEL LENGTH 1:....._______ �_AL_ ._»_..-_ __ I46E,CRPwEi, 'L Max. 1---.-.--.. --:a -.-'� BNE 1_--r___ - .._. i _: 9s Ag1T5_ v _. _.-. r-'r--- t Po9 Rest t € a _ss. 90.Ts 1N PANEL LENGTH . LBtasl {MDR 7 1" AEA ae.A, i I Min. ! �-j1/fg,. 1\ ..,®.Fi- 1 1 M1OPH Ote, T�'U 7O FA 1 l (SEE SCHEDULE€`""'"„�...'"`.__.,.__ 3..__ IGaxaOMr7 (SEE SCHEWLE EX 1 1 _�._ i IT-_._. "NsE wR PANEL x SEPARATION I 2`14` WOOD •--$ s ;: - --.-v( � SCHEDULE EXISD j -.._. __ t ...,_, _ F _� (---�_.b�.,_ 1 - (ME eDR AwtL (SE£ SCHEDULE E E A� i 1 I '1 QN SHEfl' 3) ISTIN{-i + I i EXTSTTNG� _+_ 40aoH 6e11 r-e'; � SEE SCHEDULE 1 PLATE REWIRED I 1 ( C.IAy� •A _ , 1 6 IHaM O.Bt T-ery ON SHEET 3j �s€E 0- SCHEDULE I sdn T i I 1. U) ass i i i r- STET , 1 E a4 3) i - N (ON sFT 3) i t` I -. -`7 of '><' I I..__._...., i * f ,�-�, ALTERNATIVE 2W' A I I A I MAX, _ I MAX. i 1 1 `_ -._ 1 4 1 yT SA} scv.E 3/6=," i i 1 e 1 OF 2" A 4 % 1 T SPACER IOF 1 54x i� - r T 0 12 1/2 D.C..� i 1 �• I t , i 1i I 1 I _ �� 11 I /� SO% i - SEE YABLE 1 ON SHHEET 1l FQR MAX. PANEt LEtIGitHS & j O t 1/2' O.C. ' a I _t__�._�.i ED. IETiG"ON i I I OF 1" EQ I MAX. ASD DESIGN LAMS FOR THUS INSTALLATION. 1 I I . ,_ I { t 1 1 (� I r i _­_, - y • - I Q 2 i/2' D.C. I EQ✓' !• j/'�- 4.4-2W,• A _�____.E.._.-.._...-I (D =3 / .HEM SOUS C » I T -b ,E' 1 H i, CONCRETE ANCHORS r . 4 Ile a.¢- CONCRETE ANCHORS --- I ! - * 12 1/Y G. a 1 I � I i '; - ESN . ��s� EXISTING POU '' (SEE SCHEDULE ON (SEE SCHEDULE ON I I t WOOD ANCHORS -) * *NOSE NO FHNI E I f I I IH I,/a•.-SO6 1 � , � _. ''' -_. � i ,F €1 I-._i�.J �, 13rsr%�eMmao fSUNLTREI£ �NEIRMEN" EDGE OF WALL OR SLAP S1i£EIS 9 THROUGH 70) � SHEETS 9 THROUGH Ib . f 2 1/8' LONG MAX, ALUMINtW ' , - x+�'- O 1 £I RE018RED ;,.__.. 7. CONDITION) '.. '� SPACERS O 8 i 4" O.a VA,fD FOR EO *�-_-"--€--`"-'-i t STAGGERED Wf STUD srACBe 4M MM' te: 1 1/2' tDIWI ff: I i3/4• NO POURED CONCRETE j ALL DESNSN L AND PANEL _ �!�, ti jjf (SEE SCHEDULE QR .. _ 'XB' WOOD t 'y 1 I F "k 1 I j I((( "I - 2'x4• YNOD PA_TR._ t...1 4 1 1 CONCRETE BLOCK EXISfWG PoURED aLINCRETE . L17NG'0R PFR STREET 3: ! § 4 I :. I„ { st i I s .,'. SHEET 77) (1) A41NUOldt 1a tYWFA m A ODE 910M &IMIR99 wRN iT-0' DECK R£QLI1REt1-�--�„{ yj { �',' - ANCHORS CONCRETE ANGNORS� , I REQUIRED. OR COCONCREIE BLOCK '- I 1' MAX LONG ALUMINUM SPACERS o 2"x4' WOOD °_..„,� T ) :I': � , Aum, S : I ! S '• WX MEAN ear NDAn tRlkc % A P040:71 N F1RDM AAI WOOD ANCHORS �'.` .�...... REOUIREO 4_ t i ? 1 •!• - : L 4 SGFEDDLE CMi (SEE $CHROME ON i��..ED:------" PLATE REQUIREED s i 1 4 E 7€ BUAAI4A ! EIO II R a&Y 1eNLt9YD ON ,en 11). 12 1/2` Q.C. (SEE TABLE /h ON I II _ WWb ANCHORS ,' TAIL 'ffiPWBnIdN m aL1ws NINOICI3ED „. I a- `.3 . ,K4` WOOD (SEE SCHEDULE ON 3/4 "-- ti ) SHEET it) SHEETS 9 TNRWGH 10) ' STAGGERED W SNd �h SHEET t1 - SHEETS 9 & 90./ (fJ ANCHORS OOM THEW iOUPO ONT 9A (PANEL MATE POLE b OF ) � j ", �1 T .. (SEE SCHEDULE ONDEFOB.GWRIO GOriGRIO4S APE 1:'/.:-__, tPAM #LN7E71t'MUtIUt1A 6 tf4' tpO.GtIN� a t idd{ I €.1 ` d, , alSwRr a W6 BE RW "c" m t/4• AS - � LATE REQUIRED i P I � 1 1 6tt sHEEF 11) axEEr s) 2' MI- , > . f_Li s_ i 1 ••^I 1�1T I + t,) +d P. M VAX 24 GAME PANEL LOWER IS U M M TO W A' ANY OPENNO U) SCALE 3/8.1' SCALE 3/BrO" Af (2) Min" 61mm PANEL UM N 6 Sciftux. 3mw 11). SCALE 3 t" MIS * A OMUU Mdt MI USGER PANEL M OM MADDED ON G � F�Oj QR �gUNTING /6- CENM A BUILD -OUT MOUNTING • - WALL MOUNTING (3) slaw PWPK 1 9U}SA O IS 17NLr ta7 t +/2^ tLW c SPACER 19?1 NT }et SMALL 9E AS NEARED ON E ALTERNATIVE #W Ai TERN OUh 9qo AN mt*RHA Wmo FaMf C L. sOAt.E 3/B=t` sIv a L. salwAiloN GF L T/r LOGO SPA= " IT$ ONLY AL RNATiVE 3W rVE T W VIM FOR mma COIN 1, 2 Mp S M ME10 O M AM SCALE 3/3-1' xtiNtNl SCALE 3/6-t' E-1IAI 5T1N,OAIUF Aa, t1l 2ai0 CANT EGIIION) Of' 171E FLORIDA tEa A. Tay SCALE 3/8-1` t4) IIStAIATIaN WWID OA.7 TOR WON wmDwO tXbE. .I. - ,, zw&s S. 2 * 7 iR ASTM E a1. I``""CE LA Tip lays ��MAPF� uCEN�('•.,q W y�4� VCiENs 'rP/ 1147ES: VCEN,T lam'? # •' N0. 4416E FLDRIDA BUILDING CODE Nan h VeloG HMrYlcane Zone 2 F •••• FLORIDA BUILDING CODE (Non High VelocityHutrteane Zone FLORIDA BUILDING CODE Non High Veloc 'came Zone. i, INSTALLATION ARE ONLY VALID FOR MAX, 0.5.D. - S 0. 4416E i '0= WHO. e&' v. NOTE FTM C 1, INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. - 24 GAGE OALVAHRED STEEL STORM. PANEL o,eMe+ e,y Q1fflR MhI OF SECTIONS: DESIGN PRESSURE RATING s,f AND PANEL LENGTHS - - NO. 4416E s tA:wA tI.1NTco. 24 GAGE GALVANIZED STEEL STORM PANEL '*, TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (.w.f) AND PANEL LENGTHS ? STATE � 3a e>6Mm n1Sca. ,Hr 24 GAGE GALVANIMD STEEL STOP( PANEL 'ORAWN w,, Q NOTE FOR COMBINATION t:1T1nNc.: a *' * • * S (P• ) c TF : : * R a - - COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 -: O' F 4tr�1': �• Z �- �•` w/27/AOm TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - * a 77W/27}som .INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD .._ -,�-- t T- E.D. - EDGE DISTANCE s Ate: STATED IL EC O tNe- BAD.' PROTECTKN PRODUCTS, LLC. Dac COMBINED FN ANY WAY Tfl 5L)R ANY ALTERNATE 2W) .'W'•. STATED ww�-__-_Zo_=� E O ANC.GLOBAL PROTECTKN PRODUCTS, LLG. 04c MEMBERS Tfl BE SOUTHERN PINE No 2, W/ SPECIFIC 'y4H �..., -� 9 Na GLOBAL PROTECTION PRODUCTS, LLC. °'r"aa, (SEE SCHEDULE Gh1 TOP &BOTTOM MOUNTINGS CAN HE % O,r ; L`tOR1D4`,: k aboc sI SrAw - INSTALLATION, © aPj asap sw. s1 sOlEta DENSITY OF 0:35 OR Et)UAL ANAL ,FT +wOA &w. $1 5#NEF SHEETS 9 & EO) COMBINED IN ANY WAY TO SUIT ANY i� 4C -•..,,..... 6 7E7 ww. AM. �,, w ar. asra a a,r P,rtee. DIVE, 3)3M 7 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD +�'' OR€D : CA/'1aPRWAE. A. 333M r< hAhM11144H19t WW a•. e...l. mM Wlaa awWoa a aw ,479E Hs. 33C74 Z '1Y la en.�. , ppq m.lsta . Tw , (xn nr,M, twsN36IA- nu: (P54fsM-s]w `'fL S• • • • ••• • - r,P,IaW, (AMklw-Ts4a. FAn SwM1ssO-s)w7 2D-175 rw , pMn m-1WtN , r- ,Dom m-,w U'"OIE-(WI'm ]9ia,rAt (Ss4TMW-sawl 2D-175AY O ,w,,,r, a,,, oMw.a Na MEMBERS TO BE SOUTHERN PINE Na 2. WJ SPECIFIC 'y /-• pRwrla Q 4r n-rr , p1TdT # 16 : eYL7ER A 7w14 A.. PF.WWLTER A tIJB Hr.y 4'.L a stlrsT 7 Or to JDENSITY OF 0.55 00AU EQUAL. r rA-aGAS71e • r". HHHAP.M• - ft P.0 srAysatiInin,ce. E 01-9aoszl0 •fie ww.-..e eW....w.. INSTALLATION. / F. T. .-n+n r-xM.I.. rx.... : �► MN RE/DAE AAIIINIflPt /SWH{1VAFA'aM7E•��_. WMTmAJ.. P.E aA Aanf s THEW s a 1s - 441s7. a a - SHEET NO. SH 1.3 -3- I I.. .A I: IJ _-1.I C .I: "vk11 TPRIMA 11 .114� i�lll��1711 I��kfl ,I.,; a � II,ilb11 I 11� I I I - 1F_ - - - ----F -- i I I III, I I -I END CLOS-URES UETAILS EQR INSTALLAI19HT CONCREfiE BLOCK OR WOOD STRUCTURE% VALID FQR REGULAR. _LIFE SAFETY & E-Z HANQ5TQRM PANEL1 SYSTEMS pp� OR � 1%11 =%R 2'. r k .Oor 3105 H-14. OR WOOD FRAME rs4' v 0067-76 AL1AI CONT. M11L1. S' IIPe'i ® & (10Rt3]UIgEO 6061 eWN 1 e 1 11//2' 1 _2 TW73N • 12' Qc. POURED %OCK OR 2" � POURED ✓�I /� /�, Ile. s 1 3/4' TMCON , REOU 0 CONCRET I rH" M�(IOD t'PiaF.E M L— / I p(j(3 ANCHOR 4 12. O. 2 t� J2' 1 1 �'' UtkDildtEO I xt/4' Lsv� 14`6A13/4` Der Au&I. ' 1 '1jaN AACCK7R -- I 1 f � k A . 10 TERN4IE LED LOCATION .* I 2"kr 05 !r O.0 VARIES2» ' 2" k 5' k .OSS' CON7. / 5' Mmc 9DS L.+tl7g ..IAA%. ( KFA1: +NOds OR 1 .OBo' 3105-4154 $NiEi POVREO GONCREDE. WMCREPE {...__. _ 1PACN. 9,RiA1 ALLRN. KTST PUCE' "., r X 4" % .126-, t:. 1 M MOOR OR 2'k4' WQOC FRN, 3fI-Ni4 f7 REDRHEO 6G3-TB ALLOT 2 1/2" _` 1 ;,._ 2" -? .°.J CONt. ALUM. ANOIE o M. CAP ift- r 8bty7; ,4" . e k A7r e 12OC. 3105-xI4 OR WW-U AUMY W/or"AlT C-L M.. max CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASED(PLAN) SCALE 1/4--l- SCALE 1/41-1' SCALE 1/4"-1* SCALE 1/4--1- SaJO-5R OR CALM(-Oi I OR aC0 PANDJAVE_ 1.SX POUND ti.T '�:7' OR CONLIa1E i ru.'aw AT �PAi 1101. PLLI5 rSEf - 00NORE7'E 87;OL1s VARIES L I oR 25,4' uXGO P SWEB. OF OPENING r sctHELNa.E tl1N &SETS 9� ,...-- (MIN. PANEL. (�j/}j �iL F'RAAE ME9lMED AS APPUCAKE 2-a4` XCOO:F1tAME $" My,•'i \;J & 0 ) OVERLAP BIRTH) CONCRETE CONCRETE RFPONED ItFElMNG WIDTH) OR 2'.e WOOD FRAME ACQUIRED I �� p } YARRS I p ' "'``�" "-'% t..!./ W'{AT 1TAN= PARMl&SA. To ' S• L WALL KM CUT Do PANW x w B.G. DISTANCE " �"""'•" RIPa I • �. '� L , AINN/.NAM CASE G (P1,9N) ki %,, SCALE Ile-11 �7T `�_ .......... ^:'✓"¢4Sy VALID FOR DIRECT MOUNT INSTALLATION ONLY & g Y CERTIFIED PANEL INSTALLATION AT WALLS WJ _= No. 4416I = SURFACE LEVEL. VARATKINS Wi N 3/4- FLORIDA BUILDING CODE Nan N) h Vitiocity HuMcane Zone � ��• CASE E (PLAN) CASE F (PAN). � °°uUnoo• Na 24 GAGE GALVANIZED STEEL STORM PANEL F.P.SCALE �gr ,LBWN 911: 1/4•.r SCALE 1/4-at' 1: D.G�••. ftORIOA , . ev4•�.A" - GLOBAL. PROTECTION PRODUCTS, I.I.C. °f�COL. II�011 AAANNAH »I,LLlil '2w�`Rd.�^ kilt M: r Me.1w4M R r FDA$£. of nLur t taNGIMI61a-No J33sf FRS; 20-175 (ad)oat-con CM00067te. ,u... wlrllr eoe ep.r MW46,0 NIX PE 9CNJSIYR3UREfM1[ '., A'A4TIR A TILLR b11 now 41 MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL 6) INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL iDINSTALLATIONS AS PER ALTERNA17VE5 1W THRU 4W, ON SHEETS 6 & 7) MAX. ASAL DESIGN PRERCTHI SSURE PAYING (p,efJ MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 Nk 7 APPUCCABLE TEJTO % OF TERM MAXIMUM PANEL LLv 00 TAPCtN UlO SCREW PANEL•MATE FEMALE ID PANFJ•MATE PLUS WOOD 1 0 it Ir 1r 13" 13" 111 (MP) Ir I3' 13, 13, 13` 1W (BoROM). S T/r 6 1/2• 5 1/2• 6 1/2* 6 1/2" zw(TOP) - - 6 1/4' 12 1/2" 8 T/r 2W (BOIL-) 5'-0' (TOP) 16S r 8" r a' - 3W (BonWQ 13• 13" 13, 13' Ir 4W (TOP) +45. -45 OR LESS Is- is, 13, 13" 13" 4W MOTIVII)i 13• Ir 13, 13, B 12' 111 (MOP) 13, 7r 13• Ir 6" IN 00trow) 6 1f2- a Ile 6 1/2' a t/2' a 14r 2W (TOP) - - B Ile 12 1/2" 1 6 i/4' 2W MOIT.-) >5'-G- # 1f2' e 6 1J2' 8 1/2' - (TOP) 14'-C 4 I/2' a 1/2" 7" T' ••. 3W (Borrow) IO 1/2' 9 tf2". 72 tz" 4` W (TOT') 73'I Tr 1 13, 13' 1 8I/2" PIP (BoTTOM) • SEE TABLE #1 FOR MAP(. AS.D. DESIGN LOADS & MAX. PANEL LENGTHS WHET! SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 Ilet, TAPE ANCHOR • MAX, A.S.D. DESIGN PRESSURE RATING MAXIMUM ANCHORS SPACING FOR E.O. a AS SHOWN ON SHEETS 6 111 7 APPLICABLE TO ALMWMPANELMATE � & i17A. DO OF THEM MAXIMUM PANEL, LENGTH (R•) TAPcot+ LAD SCREW FEMALE 10 PANELAfRTE PLUS W04D BUSHING Ir is" 13' 137 T3' 111 I}" 1r 13' Is- a` 1W (BOTTOM) a 1/r 6 t/2' a 1/2, 6 1/2- a Ilr 2w (MR) - - 6 1/e 12 1/2- is 1/r 2w (Bo1F•') 51-01 7 1/2- a" 8" - 000 LESS 7 1/2- 6" B' B' - 3W (BOTTOM) 13' IJ' 13' 1r 13" (TOT') t 5.-43 +75. -73 1r Ir is, 13" Ir 4W (BOTTOM) 13, Ir 13" 13, 10' IW (TOP) Ir Tr is" t3' 0 1/4' 1W (Borrow) a Ile 6 1/2' a 1/2- 6 1/2- B 1/2' 2W (W) - - 6 1/4` 12 1/2' B Ile (BoTT••) >5'-O- 4 1J2" 5' 7 if2" 7 1/2' - 3W (TOP) TO y 5' S T/2" 5` 8' 3W (BOTTOM) 13' 1S' EJE- S 1/2' 1Y (TOP) 1r Ir 1 Ir Ir 10' 4W ) + SEE TABLE %1 FOR MAX. AS.D. DESIGN LOADS & MAX. PANEL. LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 7dLAE�.1 A A.S.D. DESIGN LOAD MAAMUIM PANEL LENGTH 40 PSF OR LESS 6'-8- > 40 PSF TO 50 PSF 61-2. > 50 PSF TO 60 PSF W-10" A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE ffMALE 10 OR PANEL MATE PLUS ANCHORS & W/ qDPMIYSiAAI 1/2' O.C. SEE 15HOM 10 & i8 MR ANCHORS TYPE & SPMNO rM NSTAUMONS ALTO WOOD IW31E sitcom M"MuM ANCHOR SPACIms AND MWaUY EDGE OWANCE ARE 6000ED ON INS SCEDULL FOR L0. I= TLAI INDICATED ON SCHEDULE MIX= ANCHOR SPAS BY SAATK WO SPMJWi SHOW ON SCEDUME BY THE FOLLOWING FACTORS I" THIS OPONITION TO K POSSIBLE. REDUM SPACING OOTAYEA USING FACTOR SMALL NOT K LM MAN INAAN SPACNO 00"1137 FOR EhOH AMCIOFt TYPE ON TAS SCHEDULE. 1/4'r 1/4-0 ANCHOR THE i7NR'DI PAe43LLaE MIMIUL MINOR vmm 00 3 3 rrnMHlwFaHM E'�1i 8a) s 3 3 1 t/2 MUW[tBa{ 4enenfe 644I: 0-1 MAIN. Rno=SEW FADIOR 1/r o33 —Lot— Det _ r a9O J C 3 11r- EXISTING I CONCRETE CONCRETE REQUIRED, T/4'i PANEuAATE ANCIMXN (BEYOPIO) WALL MOUNTINGS SCALE 3/8'•1` v MAX. PANEL. LENGTH (SEE ELLVATMTA ON SHEET 12) FLORIDA BUILDING CODE (VALID ONLY FOR PANEL(J INSTALLATIONS AS PER SEcnoNS 1 THRU 6, ON SHEETS 4 & 5) MAIL A.S.D. OEM PRESSURE (p.e RATINGt MAXIMUM ANCHORS SPACING FOR MN EA. PER SCHEDIJUE DISJOIN APPLICABLE TO SOCTIORS YN0161Y PANIX LENGRi (n•) MAX. As.O. DESIONI PRESSURE PAYING (a4• MAXIMUM ANCNOg6 SPACING FOR MIN E.D. PER SCMmULE BELOW E TO TO iAfll uM PANEL L. () TAPWN SOLID -SET FEMALE to PUTS ?iMAC-NXLUi CNJt-N a TAPCOM SOLm-SET FEMALE ID P 2NAK,-rWLIN CAUL-1N a OFTHEM - m 3k To toC0,06 CONCRETE ro m m ro TO m m ro mNCNM 'ak46- +46. -45 LESS SJ• 1' 3 1J' 7' 3 7" J 13" 13' tr 73' r tr 1 r 1 {TOP B,�• OR tEBa —45 To -55 1r , 3 1 3 1 r 1r :r 1 r T 3 Ir 1r 1 3 1 1 2 f i (TAP ) OR 5a* LESS Ir it - 13' 13" it is- Ir it Ir Is- it Ir 1 (8 nw) Ir 13, Is. it it it it Ir Tr Ir 73` 11 1 1 (80TTOM) 13' 13` Ir Ir it 13' Ir Ir tr tr 13" tr 2 DOP) Ir 13` is, 13, 13" 13, Ir 13` tr is, lr I i 2 (TOP) tr it Ir 13, Ir 13, 13' is, tr Ir is' Ir 12 (90170M) Ir 13• 13, Ir Ir Ir Tr 1r Tr 13" ,r 11 1/2 2 (BRTRR) 13' 13' 17° 13" 13" 13"FI/e 13` 3 (TOP) 13' 13' 1S' 1J' iS' f3' t3' 73' 13" /3' 1S" 1 1 Z f 3 (Tt7P) 6 1/4" 3 (BOTTOM) - 12 f/Z•12 i/2 a 1/4• 6 I/4` 2 1/2- 12 t/2 - - 6 iJ#' 6 t/b' 3 (B9T1E61'j ' $ e• '. B' 9' B' 6` a' IF S" '. 8'7 1/2' # (7iU') 4' 0 1/2' a' 8" 8" a 712•.. e" 7 7/2' 6" 8' 8' '. 5• # jit4+) r 8' 6' r - 6' 4 {BOTtOW 6- - Er - 0- - a• 6' B' - 4 (B01TSklj Ir tr Ir 1r Ir 1r Tr is" Ir 13' it (TUT) Is, is' is* III tr Ir ,r 1r 1r 1r Ir 11 I/V (TOP) 1r 13' 13" 1r t3" 13" 13` lr.. 13' tr.. !3' 6 (BOTiLSM) TS" Ir Ir is, 1r 1r Tr /3" 9S' 13` jr 71 1f2 6 (BOTTOM) Ir it 137 13, 13" 13" Ir 13" 1r Ir •Ir 6 (TOP) 1r 13` 1r 1r 13" Ir tr it lr 1r Is- It 1/2 a OOP) _ - 8 1/4' 5 t/4` 6 Ile 6 1/4' - - - - 6 1/4' .6 (BOIL-- - - /4' 6 1OR 8 1 4" 9 if4" . S 1/4- - - •- - b 1/4' _8 Ile S (aOTT•-'). 73' r 13' 10 t/2 Ir 7' 13, r 7 1/2 5 1/2 Is- 4 Ilr i (TOP)+65, >b,-6' To I4'-4- is, 6" 13' 13• Ir 6 t/2- tr T 1/2` 9 1/2- 6 1/2- 1r 5 Ilr i. (W) , • To W-V 1r 1. Ir 1r it 9 1/2 13' 9 1/2 10 1/2 7 1/2 73" 6• 1 (BOTTOM) 13' 7 Ilr 13' 13' Is- 10' Ir 10' 11' b' Is- a Ile I (BOTTov) Ir 5" tr 110 1/21 Ir 7- 73' 7- 7 1/2. 5 1/2 Is- 4 1J2" 2 (TIP) Is* a• 1r 13, it a 1/2" Ir B 1/2- 9 1/r 6 1/2" 13' 5 t/4' 2 (TOP) /7' 7' it 1 13' 13' 0 1/2 tr 2 1/2 10 1/2 7 1/2 is' 0 1/21 2 (BOTTOM) Is- 7 Ilr IS- it 13, to' - Ir - t0' If* B' tr 18 I1r Y (BOTTOM). 7r 7- 13" 1 it 13• 9 1/2 13' 9 1/2 10 1/2 7 1/2 13' 6 Ilr 3 (TOP) Ir 7 1/r 13' 1 13' it 10, Ir to- I 111 8' 13" is 1/2, 3 (MOP) - - 12 1/2'12 1/2 6 1J#' 6 1J4" 12 1/2' 5 1/4' - - 6 Ile 6 Ile 3 (BOTTOM) - - 12 1J2 2.1J2 6 1/4' d 1/e 12 I/T 12 1/2. - - 6 1/4' 8 Ile ] (BOTTOM) r r 8- 5 i/2- 7- 3 ifr 0' 4- a 1/2" r 6 1/r r 4 (FOP) 7 1/2- r d' 6' 7' 4' 6' e 4 1/2. 3 1/2` 6 1/2'1 r 4 tW) 5 1/2- 7 1/2' 4 (BOTTOM) 6' 6' a" IC 5 1/2' 7 1/2*1 4 (BOTTOM) Is- 7' 1r 13` Is- 9 1/2" Ir 9 iJ2". 0 1/2' 7 1/2` 13` 0• (TOP) IS' a I/2" 13' Ir IS" to, tr to, 11' 8' Ir d iJ2' S (Top) tr 7- it is- Tr 9 tfr tr 9 1/2` D if 7 1/r lr 6 1/2' 5 (Bdi70M). 13' D Ilr 13' ]3" 13" t0' 4r 10' 11" C tr 6 I/2" S (BOTTOM) tr 5" is" 10 t/2 it 7' 1r 7" 7 1f2" 5 t/r T3` 4 tfr 8 (TOP) 13' 0' 1S 13' 1S` 6 1/1- Ir & Ilr 9 1/2" 6 1/2` 13' 5 ife 6 (-TOR) 1/4' - - - B 1/4' 6 1/4` 6 60TT.TM - - 6 Ile 6 t/4' 6 Ile 0 1/:r - - - - 6 1/4" 6 1 0 6 Mir-) SEE SHAG it FOR ANCSIRS TYPE It SPACING FOR, N3'tAU.ATNNd 9170 1110011 FRAW SJOU I'LG9. e t:OMM ANCHOR SPACOWS NO MNMUM EDGE DISTANCE ARE WOODS) CM THIS WHOME. FOR LD, LESS W M 010100110 OR SCHEDULE OEOlICE ANCHOR SPAGNC BY i"TK N9 SPVW I NR1N ON ScHux" 5'T ne FUt1CMRi0 FACTORS. FOR TIRO OPERATOR TO Be PONE, REDUCED SPACING ONNINED LWAS FACTOR SHVJ, NOT K USS THAN NO N SPACING M"10 FOR EACH ANCHOR TYPE ON THIS SCFRDIAE 1/4. 1/4"• Ile. 1 1/4. 1/e. 1/4'. ANCH R TYPE 11000 rOtDiR IEW"aIAINC-AMUNCANS-N MR^" ANCHOR PAC04 (w) 3 3 3 3 2 1/2' 2 1/2 ANVMn1t� IaW 3 3 ,/r r 3 3 ,/Y 3 pMTAFIC SETT} &mL 3 3 11r 3 i/r 1 3 1/2 3 1/r 4 AtCRWM, WE Bomm (E.D. FACTOR - 2 1/2• s• a,a an - t.w - ae3 3 T - 1AO i3Oa - tAd Im '+ SPACINGS ONLY VAlJ0 WHEN SPAA:ER®IS USED. SEE T /1 FOR MAX, AS.D. DESIGN LOADS &MAX. PANEL LENGTHS WHEN SPACER USED, ` 16"-U A A.S.D. DESIGN LOAD I" MUM PANEL Lam 40 PSF OR LESS 6'-8. > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE OV VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2' O.C. T.---- _.- (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14. 15 tr18}-- �( 3- MAX. R-1A/13, R-24/13, R-3A/14, R-18/13. R-26/i3. R-39/14, 3' TruL f D•M„ ' 1` R-1AW/15, R-20/15, R-3AW/16. R-19101/15, R-26W/15, R-3001/16. t• lJor i � i/4 r-20k1" S.S. BOLTS ,lam { ' { 11 i.. •�• MAK PANEL LENGTH PANELREG)LAR SOM STORM 6-8' s +4t10, -blad. LIFE SAFETY STORM PANEL Y-e' ! +Mao, -5A Pad.(USE FOR PANEL LENGTH -'--O'V-ER r-'7E--- I _ (W/ OEAIAMe FMfi LTAH BTRS) 1 _i------------ (W/O Ovm-AP No PANEL` LENGTHBOLD . Y 1 i A USE 2'--WMN, PANEL LENGTH AT ALL iOLVINGS 8.6. BOLTS W�{I{!j( �.T_AT �OJFI{LAP--__._L-_...•i.,4--'.:..�.,t�.,! �.. i _.L ' I f - F 1 —7— '•���-'W i I ( 9 -4r—_r-._. 2')NO7C:t5 NTON O UFE SAFtiS "" ' i 4 VVp I g y s D.W(j). PANEL BOTTOM CORNERS 1 ` 0 �.L___.._..�..r...__._,.! or , WM HN AT rl EXTERIOR L WOG NUT AT i 1 r'-- r Mu%� LEFT PANEL FIGHT PANEL r i' t INSTALLATIONS ONLY VALID FOR WIND FMN R-1A/13, R-2A//3, R-3A/14, R-1$/13, R-20/13. R-3B/14, I. uw SPEED UP TO 170 m,P.h. R-1AW/15. R-2AW/15, R-3AW/16. R-11IN/15- R-28W/15, R-38W/16. -. --------ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14, 15 &1 f 1/1 MAX. d1P LIFE SAFETY STORM PANEL M ELEYATIQht REGULAR &8a7" SCALE 1/4"wl- l J STORM PANEL (w ovi"W4LE1) UH STORM P94EL '--•' saga «.-_-., i .. ...._.._zs===-°___'`---sane_ sass. '�Pj: MAX. GAP'3> _ ." L�C A.rg i t_ __z`'_L.--,..-« __ zndk--`>�......:_,...-.--_.-»-..,,---r ___e:_..._.T-_` ___'�' .-.�Y�.G^-:.5- _.ca..�'-._ x...t ems:.-_'-"-_._,.__s:'•±�� LIFE PANEL *S FLORIDA BUILDING CODE Nan Hl h Vatoea Hu Done zone �R �SORID� .='4f��+ omxDtR3dx Ac 24 GAGE GALVANIZED STEEL STORY PANEL rs. o ry cDOWN 5'/....N0�1 1 C a EFd•. GLOBAL PROTECTION PRODUCTS, U.C. D SECTION A —A �../�/• 4eoo 7Lw. 1 POT SCALE 1/4'-1' r/ / T :..Y. aM A. a&r. foC MN®T 9RCD. R AtN OY1_7 ns, _ 3M1(r64)Ed9-8707 [ 11...:IcaAN_r419, te:iFAN an-1sa PIIfNO Ln4)see6.a M,17 20-8 d0-1G 5 Scorer req whew. K PE SEALJBtlNnARJWT[ YN3 I 14Urft PL -- NICT 12 M to INSTALLATION D,E,TA_ INTO 11 EQRR LIFE SAFM_ PANEL WOOD STRUCTURES HEADER t CUJ 11PADER - C HEADER iiEAQER WALED 1 4i TAPCON 1 4"r TAPC011 1 i 14'► TAPCOnt ' \t�l I • 09'O.C. I' 4B'O.C. RAOCO9 O.C. � rf I ,if4. 1/2• iJ4. T ! 21" Ir � Rom.: to S I i a iJ#'I-.20eta I { 3 "t8. et333 +.+*.n .;.,....�...,-.c IN ��1.s—.= M el I €XG„•y + 1 .. :.�� .. ^' e7. i 1:7FSR B ..:.•._,....._... -T '0(F RN RN6 �'il I ; �E FOR MfQ 1 u7wnN oWa r-Atq I I ; 4.. "L' MAX, ll 1 larsar DYBF r",y7 CY.XSS B T.. E I i 0 �. i _ 'L" MAX. e PANEL LENGTH 0 (SEE ET2VATION a 1 L PANEL L04M 1 Y �~ ' r 451E ELLN%TON A ( Fil74LTWH 2 I ON 6HEEr 12} ! PANEL LENGTH 1 (SEE TON E I ; ON SHEET' 12) SHEET 12) a I 1 A 1` Min. i 1 ON SHEET 12) r I M 1' lion. j I i��`�-T�TOGtA 1 1 Lf2 I'--SEPARA ! i j. I 6•--SEPARATION^ - 1 '1} i __i.�E, j` i ' �1 •1 '� _____��� t 6 PJI' t E �•�s`.I�m2�,q�13�p/4aNa. 4' 1 = ' (E r� j -. tt C 1 ( � 2»A4" S k £ 1� -Y ! WuATE � j ft' F•--Jj3S4 Nd 4`MM 1 9OLiS of s « I p / 4'r TAPCDN .� : IANCNOR • 4` O.C. : STAOOIND W/ MUD i i 4"r TAPCOR McCFiQR • 9" O,C. STACGEMD W/ STUD MOUND �, 3 i � 14'r rAPCON 2 4" � [ • ,2 1�9F ( �y -ANCHOR 6 9" O.a P1ARE T I ' 1 4'r TAPCON � ), '. ' AE.W�D q P ? i (( LATE WOOD � i � REWIRED - t' ' "kµT4E WORD REOUNREO ff 1 y {j R 4 II' dA: �L MEN - AI TERNATII(E R-1 SAFETY PANEL WALL MOUNDNGS SCALE 3/6-1• BIM - ($PANELS �C p.. Tr((�T AI 3ERNATIVEIt 2EL1iY 1Q LIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/8-1' ,` FLORIDA BUILDING CODE Non High Velocity Hu can* Zane 44161 = `il 01M 1131M We. 24 GAGE GALVANIZED STEEL STORM PAWL ORION W 1. INSTALLATION ARE ONLY VAUD FOR A.S.D. DESIGN PRESSURE RATINGS (p O,f) AND PANEL LENGTHS AS PER ELEVATION ONSHEET IL = %+ t.* * * a STAT€fl �'� w/t7/202a I�E C O /NCI, GLOBAL PROTECTION PRODUCTS, I.I.C. dM 2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD e�'• -•»' S° t7X:' ' ORSC1 's•d-Zs? & - 4Lno aR. 51 10107 sW. n otvie, H. a3s,4 MEMBERS TO (E SOUTHERN PINE No 2. W/ SPECIFIC. : ... RAN, M, N,. aat w�.Pl 4HAF 20-1 TS re,e.; r1-,N4. - fa -1R1 PflpEt (P34Xd=-7b10. FAY (9S4)GW- W DENSITY OF 0.55 OR EQUAL Sl `•,..• �; •.qF "`wr°"ea' . w.. r 4trarr Ale O1er1AId RAN Lit-Dp067/9 AiNIN P•" ItUE/DA7E.-- .w4A WN.iR A TWO' ,b.: PE m 1q' wMfT t3 9P 76 (VAUD ONLY FOR PANEL '(DINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAIL A.S.D. DESIGN PRESSURE MAXIMUM ANCHORS SPACING FOR MN E.O. PER SCHEDULE BELOW APPUGABIE YAtUMUM .lam - MAX. A,S.D. R� MAXIMUM ANCHORS SPACING FOR MN E.D. PER SCHEDULE $BLOW A'Pt/CIBLE A � . t tl L&LO7H LENLTH t) TAPIXN SQUID -SET P� PAF�1tAlE L1IUG-UAW T3LLiC-N A � TAPCON St%ID-SET I P �� 7AAUC-N48Y1 G1UC-It m ro WRACK 'M m fC ro m ANY m 10 7o t0 m ro >+65,-65 +75. -73 1r 11' 1r tr 73' tr tr t 3' 73' 12" it 1. 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Ir 8' it 0 t Ir 6 i/2" 13' 6 1/Z' 7 IJ2` 6 t/2' 13` 4 rf2' - - 6 1/4" 6 1 e 8 1/4- 6 tj4": - - - 5 Ile a SJ4` a (BOIL--) - _ a 1/4' d 1/1' 6 T/e 0 If4" 6 1/4' 0 Ile - - 6 1/4' 6 1/4' a 13" 7 1/2' fr tr it ur is, to' it" a` Ir 6 1f2' 1 ) >3"-8' TD •'-0, Ir S` Ir t0 -1 Sr 6Y 2 13" 6 1/Z' 7 1/2' $ 1 43' 4 1/2-4 (TOP) TO 'r-6' 13' 7 1/2' tr Ir 13' 10 t/2 13" 10 1/2*11 1/2- 6' 13' 7- t (BOTTOM) 13" 6 1/2' Ir 13` tr 9' Ir 9' IW 7 112' Ir S- t (Wmw is- 7 1/2" Ir it Ir le Ir to' It* e' it 8 1/2' 2 (TOP) 13` 5` 13` to f 1 1r a 1/2" 13' 0 1/r 7 1/2- 5 1/2- 13' 4 Ilr.2 (RP) 13` 7 Ilr tr 13• tr 0 1/2 1r 10 1/2 1 1/2' a' Ir r 2 (BOTTOM). Ir r jr-- Is' 13' 9 11V 13' 9 1/r. 10 1/27 7 1/2` 13' 6 1/2' 2 fSOTTOM) 13' 7 1/27 Is- 13" 13' 10 IJr, 13" 0 1/2 11 1/2 a' is" 7' 3 (TOP) 13" 7- Ir 1r i3' 9 1/2- Ir 9 t/r 10 1/2 7 1/2" it I 6" 3 MP) 12 t/2 12 1/2.. a 1/4' 8 1/4' 12 Ile 6 1/4' - - 6 1/#' 6 1/4- 3 WITOM) - - 2 1/2 12 1/r 6 1/4- a t/4' 2 1/2 6 1/4' - - 6 t/4' 0 Ile 3 (BOTTOM) 7 1/2. 3 7/2' 8' 8' 7 1/2' 4'... b' 4 1/2" 5" 3 1/2" 7' r 4 (TOP) 7" 3" E' 5 1/2- 7- 3 1/2' 6" #' 4 t/r 3' 6 1/2" 2 1/2' 4 (70P) Ir Y IL' e' 4 (90TTOM) r a 1/r 6' a' 5 1/2` 7' fnB.0�etT10Y) is' 7 1/27 it IS' Is, 0 I/2 75' 10 1/1 t 1/2 e' ,r T f1GP) is" 6 1/2` is' is' Ir 9" I3' 13"- -$' S gap) 13' 7 1/2" t3' fr t3` 0 7/2 f3" 0 1/2 it 7/2 a' f3" T 5 (OOT'mNO tr r 13, Ir 13' 9 1/2' 1r 9 1/2' 10 1/2 7 1/2'. tr 6' 5 (807T0F) it 7 t/2' it 13" t3' 0 I/2 13° 10 if2 1 I/r 6' it Y 0 {'ice) Ir r T3" tr S 1/2" 1r 6 1/2' 7 1J2' 51/2' 1r 4 1J2' a STOP) - - 6 'lei. 1 4- 6 1 4` 6 1 a` - - 6. If4" a if4' S (N30Tr.-+) - - 6 1 4` 6 1 e" 6 tJ4'. S Ile - - - 6 1J4' 6 7J#" a jBo7T«) SEE BMEET It FOR ANCHORS TYPE & SPACIW TOR odT16Lm" on tow PRIME wwoo . • MWMn41 ANCHOR WACANDS AND wow am D9T.ANCL An RICICATO ON THS SCHEDULEMR LC LESS TWM INDKMO ON S DU tE REDUCE MHDHDR 9PALaNC:91' MU41ift N* SPACING SM1kN ON SCHEMA# BY THE FTXLOWND FACTORS, FOR THd r 3XN 10 K POOK E, REDUCED OPAI'SNG OBTAINED USND AALTOR SHALL NOT K I= THAN MN NUM PPACNG 19WATD FUR EACH ANCHOR TYPE ON THIS SCHEDULE, #'♦ I/4 Ar 1/4`r 1/A1 1/4'r ANCHOR TYPE tiWC011 mXLa-uT zood-AMN ou-14 MINIMUM ANCHOR WAGING Sib) S 3 3 3 2 1/2^ 2 1/2 NMNM11M POUF Oy 3 3 1/r S 3 3 ,/r 3 DIITAMS.D4 JOXM= &car K s 1 311r 31/r 31/2 31/r 4 A01 K ON MOM FROM 21/r 1°1 SPACINGS ONLY VALID WHEN SPACER IS USED, SEE T �1 FOR MAX. A.S.O. DESIGN LOADS & MAX. PANEL WHEN SPACER V 1S USED, ?AL1L8_LL A A.S.D. DESIGN LOAD MINAM 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 INSTALLATIONS W/ SOLID SET ANCHORS & W/1 SPACER AT 12 1/2. O.C• INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1) INTO POURED? CONCRETE OR CONCRETE BLOCK STRUCTURES STING POURED 1/4"e TAKID tSMNG POURED OC. 1 I-` CONCRETE tNH ANCHOR a 9• o.c. ^s �E rM TTl TON 12) SECTION REGULAR PANELS Umm"NEL L WALL MOUNTINGS SCALE 3ja�I" iTP[ ' TTIIM S1 N6rAUA INTOANCHOR IFNMRAL ANCHOR SPAONI Sly 3 10101401 ANCHOR STWCIN OS AND MNMLM 4 � arvkyi QA3 en nt4.l.ai .�'• 9ccr {sa: 3 3 a" OWANct ME 00N ATFD ON INS SLWE40LC MR E.O. u%S THAN eacwTE19 ON SCHEDULE REDUCE ANCHOR SPACING AOMK fuz umm TA) DAM BY MULttp4'nA& SPACING SHUN ON 6C UMAX BY THE POLLANNO FACTORS 1 t ' FOR THE'+ OPERATION 10 K POSSRILL MEOUOIDIC SPACING 08TAtM USING FAORNR STALL Nor K LESS THAN 2 t/r aei p 530 MINIMUMSPACING NDA]t7FA F*R EACH AMXJH)R TYPE ON Tt6 5CNE0UE IHIQ WQS?�STRUCTUWOOD .. _ RDR WOW HEWER REQUIRED OUM 1 1 #'� TAPCON 1 4'r TAPWN O.a T O 9�" O.C. i/e / If$' 1/4' MAX HI 1 EXIBRNG� m PANEL LENGTH I PANEL LENGTH (SEE T1K2�H)N It Iit 1 (SEE ELEVATOR H ON SHEET f ON SHEET 12) It 11 Y U p0---a't�rhlLA 1 .� I 1` Min. L TMO GLhi3. 1 LL---•SEpARAnaH I j µ i j it GLASS. � 6' 1 0.. ,.,• 1 • a Vr Old I • u ,/2' ac i N i RTE ?i14' WOQQ- ' 'y 2'.e WO 4 I 4S i EO�UIRi11 I S ( R0�Mn 1 �y, #"r PA+ffLMATE Puts j,,-1 i4 _ t/4'e PANEWATE PLUS ( t i .', APt4HOR O 12 1/2' MC, - I { ANCHOR O 12 I%2» O.C. F 1 ! t of REGUUR g O L�FRE�SAFETY PrNB1EL S.H,t111I1NNAA� WALL t=NTLNGS ��R p• Tfj(/l�� SCALE 3/6-1' ��!.��+�� ;✓,f2 _ .44167 FLORIDA BUILDING CODE Non High Velocity Hu we Zone !lam Vr? 1ti i atno 7t7EC0 I C 24 GAGE GALVANIZED STEEL STORM PANELORNIN On. 1. BNSTAU.ATION ARE ONLY VAUD FOR MAX. A.S.O. # STATE OF DES04 PRESSURE RATINGS (p.e.f) AND PANEL s�L%'• FIOfl > LENGTHS AS PER ELEVATION ON SHEET 12. b T ILE C O INe. GLOBAL PROTECTION PRODUCTS, LLD. yA S/ONAl1T'� 46aD aW. 515T„sT 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD / •�,yrp.�,I No P PINE No W/ SPECIFIC ATNMHNHMM4A17 "n,w`. peN n "'te Hell `r PNw6: Oa4T75w FASN ta54NRW-a»7 20-175 MEMBERS TO BE SOUTHERN 2. rHe"•+io`. m DENSITY OF 0.55 OR EQUAL Seew,r PE efAL/9AtPN1UREjMTE A TRUE Jr,; RE 1>•i. 3 - low it of 15 N N L to C0 L- U Q C O '0 0 C Ca - O O O O Cu O Cu LL O /•u / VJ Cn QD C E L ^` ��•4�r \V 0— Cx C- � / Cu 0 � t'F'O .C: •4� v J Q. Q a z z w J N >O W u C , c'- M W c 49 !V - •tQ tli�. %� cc O V N .a CV t In as o es; Q r C4 O7 Cp > C2 O3 V Q 3 CIO, 3_ .1s Na 42F is w In C Cc O >r O SHEET NO. SH 1.4 ez1/18, EZ1 W/18 ANCHORS (SEE SECTION E21 Ik ALTOWTNE E'Z W ON SHEET 1B) It' Nirt l t' Mfn.i I•-(SEi NOTE Z) (SEE 2) f /t4Xi' S. iJ2" • 4Jtfi'P AI,UMHYUM _ PP RNET IASi PANELCD TO DE INSTALLED AT EACH OPENING SHALL ALWAYS BE - 1/2'u o -o Ci:M-j 0 o o G C PROVIDED WI REAR HANOLE TO FACILITATE INSTALLATION IF INTENDED TO FROM _ BE INST)L D INSIDE OF STRUCTURE. I NOTES SE -T -T---rr-r-r-r--'�-�-(--r'- * I (1)• E-Z HANG STORM PANEL SYSTEM (ENO PANEi.) (INTERIOR PANEL) (INTERIOR PANEL) f (INTERIOR PANEL) (ENO PANEL) i CONS( ING OF PANEL + GanL TRACKS TOP & BOTTOM. SEE NOTES 2, S, 4 jj [ jj SEE NOTES 2. 3, 4 ! 10. { ( I I I 6•_O (2). END PANELS SMALL ALW OE t:ONNEGiED 74 BOTTOM TRACK It jl PANERWISE A STt'SP BAR SIiAtt BE PROVIDED, AT TOP OF SUCH PANEL LENGTH PANEi.S... 1 Ix 1 k _, as ii 0 s J- 4o.D p-t. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALT. CONSIST OF 1/4"0-20x3/4" M.S. W/ 7/8"6.3/32' WING QgLTEO PANELS WJ 174h2I7 4 I NUT OR 1/4 %3/# Min, THUMBSCREW INTO TAPPED BOTTOM 5.5. BOi is w T Q EA. OVERLAP ;( TRAM LOCA7SON OF FASTENERS MAY BE AT EITHER OF TWO tSFE sECT10N5 AS APPLK:AaLE) EXTERIOR FLAT FLANGES OF END PANEL I . -L-L1J -L_ l (4), INCASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM _ "'I-"T-'T1v`T'- MAX I TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO ( 1 PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS { INDICATED ON NOTE (3) AEWE. IN SUCH CASE, CONNECTION OF �1JJ_J_ JJ_LLJJ_LLJJ111JJ_L J1LLJ i�L1J1LiJJ_LLJJ1 1J PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. ....J 3* Mw lI SEE NOTE 4 i Y N.A.,".. ," Mtn [gE 3 -DW/@ LFOTE 3 t* uln.t INSTALLATIONS �•IpYOU'D FOR VflNO ANCHORS SEED UP TO (BEE SECTION EZt a ALTERNATIVE E21W ON SHEET is)--....- EZ1/18F EZ1W/18 TYPICAL Y �- SCALE: 3/32"=7" tJ4'�6X. GAP 2$6a7W+KtE ew1EY) t J4. MAIL GAP P//, •� SECTION A -A Aa"N1iMN1Hr1e13rryyA SCALE: 3/32"=1' ,`�Ei R; Ti yy N ' ✓� : FLORIDA BUILDING CODE Non High volocit No cone Zone All nrzan. 24 GAGEGALVANIZEDSTEEL STORM PANEL ' ro.44167 LC Otne. GLOBAL PR{)TEGTION PRODUCTS, LLC. 0 {p SWIM 'S+d pke'7"'" • fi DR19P. y�r.`"i r. aPP. p. we., rpmlN wmo.. nMPm,w 20-175 (964)&IS-7345, Mtn tYs4j8e5-sm - AA rs...... P,m.see. .... 4poxrPw .Px OAgTo16 him dVRry C KTLTER A 7xARti.,T P. • ix.wv Y4NI1MNt i P ow 17 1W to ENGINEERING ENI3I1`4EERING EXPREEISS PRODUCT EVALUATION R£PQR'f September 15, 2020 Application 117869,11 cation Number:- R2 EX Project Numtier. 20.31543 Product Manufacturer: All American Shutters and Glass Manufacturer Address: 1640 Donna Road West Palm Beach, FL 33409 Product Name & Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report Is being issued in accordance with the requirements of the Lida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61 G2D-3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested andlor evaluated as summarized herein to show compliance with Me Florida ButkdhPg Cope Seven Edition 020 a ' for purpose me lent . Seventh ti (2 ) and 1s, Hite p ryos intended, at least equivalent to that required by theCode Re-evaluation of this product shall be required following perfinerA Florida Building Code modifications or revisions. Substantiating Data: . PRODUCT EVALUATION DOCUMENTS EX drawing 420-31543 tined "24ga Galvanized Steel Storm Panels (HVHZ & Non4iVHZ)', streets 15, prepared by Engineering Express, signed & sealed by Frank Bennardo, P.E. Is an Integral part of this Evaluation Repoli . TEST REPORTS Uniforms structural has tested Inaccordance with TA 202 d t tatic pertormance beenS t� standards per Les reports) #8T-ASG-17-001 by Biackwater Testing, Inc. Large missile Impact resistance andcyodc loading performance has been tested in accordance With TAS 201 and TAS 203 test standards par test report(s) *BT-ASG-17-001 by Blackwafer Testing, Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative andlor rational ana" to qualify the following design criteria: 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM GENGINEE RING Ex Ross. CDM ENGINEERTNGEXPRESS.COM - ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% Increase in allowable stress has been used in the design of this product. Separation from glazing is not required for installations outside of wind zone 4 and Essential facilities. Impact Resistance: m Large impact Resistance has been demonstrated as evidenced in pre rlousty listed test report(s), and Is accounted for in the engineering design of this product. 9 � 9 Wind Load Resistance This product has been designed to resist Wind bads as indicated in the span schadule(s) on the respective Product Evaluation Document (i.e. engineering drawing). Installation This product shall be installed in strict compliance with its respective Product Evaluation Document 0.0. engineering drawing), along with all components noted therein. Product components shall be of the material specified In that product's respective Product Evaluation Document #:a- engineering drawing). Limitations & Conditions of Use: Use of this product shall be In shirt accordance with the respective Product Evaluation Document .e. pr pactiv a (i engineering drawing) as noted herein. Ali supporting host structures shall be designed to resist all superimposed bads and shall be of a material s rodu 's respective anchor s u os are t accounted fo listed fin Lev p d asps schedule. Host structure oondildons which r no r in Use product's respective anchor schedule shall be designed for on a'stt"pedfic basis by a registered professional engineer. All components- w ent Installed s be p protected -, ai corrosion, contamination, and which are permanently Hated hail pr � against osi n, c netio , Met such damage at all times. This product has been designed for use within and outside the High Veto* Hurricane Zone (HVHZ). P-p-dully, ,y aCl!k cs]s.��Twfi Frank sennardv, PE ENGINEERING EXPRESsQ #PE0046549 I Cert, Auth. 9885 160 SW 121H AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM @ ENGINEERtNGEXFRESS.CON ENGINEERINGEXPRESS.COM VNMiXN NNAk )S1, rtr. i P'iq$RRyq �A rfifi.T. H P \ .CFI 13 Mil L I ±1 \ . 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Q ITC". = 1 :❑ N 11\N[T.Ti(lN •rNc �A•--yt AL xvv C r Mx ] W .'III P 'EY-1 •IT C[ H �Ah- J E 1'Y.A h,,.IVIIMi I"' 4rnn Q f (6,H I.aN i1.f�R15[[N,Y G fi4 L Pf -rE T>n.. r]R iG GUS '.L _trxS..h Nv.I:r.V, `F M T = i' yI C Q f Y t '.� UlF _ rlai N y.�BEE TIl NL-L } �E -V a WIINRRFANR R 20-31543 Ti sr. FA®ossuprrmla I Ill--OPiMIlJAL TOPlWT[DFI.CIOSURED TAIL` LJ U U1. E T R�gE'1'�': ""75.,. `R .s• _ 1 y lJ 1 lwi IL r �Wl.li�,4 l-ew Silty, e - er=n J z r n. ✓. E t) ) '.4JctwE /'� "Y' I1tM:XfI1,RH: M[111tN 4H I,nN Lf a LNr_./SA u INVAUMON WAILS FQR SERIES 2Q0Q E-Z HANG STQRM PANEL, 1 1 -4*e TAPCON C(R9CRETE eLpCK ANCHOR O 12` O.C. R✓ ED 1 _ 1/4.0 TAPCON ANCHOR O 12' O.C.-' 14X7' HEX HEAD T€EK FROMREWIrtE6 WOOD ! ; 14x1' HEX HEAD 71X / f - FROM i f` EWOO s}/4' EDG _ 1 OF0•, EDGE 9 / ' 9 E I� 1/2'4RFR T' ...-.... -..( E%M511NG I SE DAAS.i,.. I L_W. __`M CIASS-`�N X.F.U.XRPOP rel d''� T 3/t e'd r L ... d.UAdNIW PIX> CLtSS `lt Tp CH ...... g RIVET r I B r 1 RNET I 4�4"i-TILL*�j ....._ psplaA�'•T ^.. i 8•-O* MAIL, .____.___.] PANEL d W-'i D* ;14* * - -' PANEL IN Y LENGTH I G 3 p E LENGTH d 11 Win. t f I d-•$TIARA ( fi \'1 d 1' ArVL N"-"SEPARA I J4*~ 2• 8 TO G[A55. ' SOX 50% d TO CLASS.THUMBSCREW OF "I.` i ; I 49-20x2" OF -C SPIN-" iTHUMBSCREWII r k i I v L I r I tJT ppf. I ✓ Wx /2 -1J2 f4*0. TAPCON. ANCHOR. O 12' O.C. 1/0 xARCON >„. ANCHOR Q 12` O.C: POURED 'ice �INCREI'E 2OD 'x4' WO OR CONCRETE BLOCK i RLATE tI WALL i RTXII RED. sEcr�o� ezi ION SCALE 3/8=1" ©L E21W SCALE 3/8-1- -µt,MtrNNNN y1 .'" FLORIDA f 1, INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN * MIN. PANEL LENGTH SHAD- BE 2'-6` 0, 441 i ,k' i*3 BUILDING CODE Non Hi h VoWelty NurTlcone oaam iV.tEt%L. XrG 24 GAGE GALVANIZED STEEL STORM PANEL Zone) r.P. tXwad .. PRESSURE RATING +/- 40.0 p.s.f. AND &'-0' MAT( PANEL LENGTH. FOR NEW WOOD FRAME CONSTRUCTION: WOOD STATE -?,^> CD(1113 TL E C ©tNc. GLOBAL PROTECTION PRODUCTS, LLC. 40M B.N. 5, 111= o71x7laas6 ouE 2. MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC / y�,� :, ,. y 4 hA 4� .* S!(jla po:,x As ,K.P43p. PpReee 4Vt,--i amM DawE. FL. M. i,..+, ooN A�t-ran.A... tPssaim-Hut tMDK:(944)6�-744s. Im 06r )ON-sm7 20-175 DENSITY OF 0.55 DR EQUAL, y rrFNNYnEf:7RASjSRJFtYITaRElIMiE A. w, ar..■. aR..94. - .Ae t14,emd9 tN: . Y99.TFU1 A'nLLn xn. PF. 4 Y9-l4l v 44 4 -,--I to OF is F ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ) L TOP MOUNT CONN ( T v R TYPE A5 P,E D 4 ) sECTIONB --TT------ OPTIONAL :" 20.ST7TGH I WASHED WINGNOITH INGNU 5FA5T FASTENED W 7 EN O 0 OVERLAPS O MIDSPAN (I m APPROPRIATE SPAN TABt . PLAN VIEW 8 a � Ro.iss" BOTTOM MOUNT (CONN TYPE REQb) R0,391" MAYBE AT TO •.. ,� ,,, '� D,375` a "'I'm 1 TYPICAL VERTICAL MOUNT ELEVATION \,tV N.T.S. ELEVATION TOP MOUNT tX4u z -OBSTRUCTION D.. ( LOCATION MAY VARY) N K N � (CONN TYPE A5 0.EQ'D) ]TTOM MOUNT tCONN Lrnzx TYPE AS REQ'D) (SPAN BELOW 'OBSTRUCTION) PANELS MAY 5ENOTCHED AS REQUIRED OPTTONALy-2051TTCH PROVIDEp THAY CDNNECTION5 R14D BOLTS WITH WASHERED ANCHORS ARE USED iVHiOH 5A71SW WINGNUTS FASTENED O SPANS,ABQYE,&BELOW OBSTRIN:T]ON. OVERLAPS O MIDSPAN (USE APPROPRIATE5PAN TABLE) VERTICAL MOUNTELEVATION 2 NOTCHED PANELS 1 .. N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANEL SEPAL IN FROM GLASS' MAXIMUM 1 fHVtq WIND ZONE ESSENTIAL FACILm E57 RESIGN AUOWAatE Il INMILATIONSUESS INST LTA ONSGRPATER PR EaM,J RE SPAN fLnl THAN 30ABD£MABOV€tRAYE tPSFD Taoxin E.M 1. 2.lfi in .}5 1 130A gin 606 in 2.164n +/"1D 19D;OIn 6061n .xS Fn v7"4.6 AS" IN, 6061n d.ib an 5 13D.0 V 1 6.r161n 2, D kn t r54 ! 306.61n 6W61n 2351n +/-GO 83.2 M 6351n i2,53In { -65 59.Bfn 6111n i 2.72 n I +/-7D i 36.41. _ 6.12M i 2,901. +1•72 27.01. 6.131n 2.9E in SPAN SCHEDULE NOTES: 1. ENTER SPAN SCHEDULE WITH NEGATIVE LOAD 'PANEL P ER PACING TO DESIGN aFASTENER 5 DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE WADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. "PANEL FASMEAS ARE STUDS USED IN CON U ON A MOUNTING MONS NCTI WITH A N EUSE ("F"-TRACK. 5T't}DbEp ANGLE, ETC.). USE 6.2$ O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL "H*- AND "W-HEADERS (INCLUDING BUILD OUT CONDITIONS). 3, UNM INTERPOLATION BETWEEN LOADS I HIGHER ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1. SPAN ULE WITH POSITIVE DESIGN LOAD TO MINE EM AL SCHED W DETER MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY, INTERPOLATION BETWEEN WADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 3 MR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES 3N ASiT} WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. MAXIMUM ALLOWABLE F °, DESIGN PRESSURES: AS NOTED IN DESIGN5 DESIGN NOTES: I Sf1HEDULEs POSITIVE AND NEGATNf DESIGN PRESSURBS CALCULATED USE WLT THI 'SYSTfMSHAL BE QET RMINEO PER - FOR H S L E REPA E INTER NG IN ACC T THE P T E S ORDANCE W( H NG GOV NG-CODE PRESSURE 11,pH EVN1ENTS AS L609OF THE IN PJ BII ILDING C ASCE )AND CHAPTER D OF THE F ORIp0. UIt.I52NG CODES ALL I LESS THAN OR UAL TO THEPOSSILPE OR NEGATIVE DE SIGN P R A T YV UE6 LIST D FORANY RES�U E CAP C T AL E HEREIN 495EMBLv AS Sp105NN - GENERAL NOTES: 1, THIS SPECIFICATION HAS BEEN DESIGNED AND. SHALL BE: FABRICATED IN TRESS HAS BEEN USED IN THE aft THE PROJECT ISUSED 5 HALL BE RESPONSIBLE 'ACES TO THIS. DESIGN WHICH COPLTFACTOR YEtRIJG SHALL 6E REQUIRED IN NS, OR SPANS (TARED 'IATe $PAN CALCULATIONS AS MC AND DOES NOT PROVIDE CQf4O OHS DLFF REN FROM .ED ENO VEER OR -REGISTERED CLINE., FOR USE IN BASED ON MAXIMUM TESTED 'SAE GRADE E UpILESs NOTEDPLATED OR OTHERWISE COMPLYV/tTH "BPECh7CAT1ONS THE A11111 UM ABEDtlATLDN, t1DR LOCAL COtiES L I D 024" M A653 STRUCTURALQUALRY 41MUTA FY-4a K61. 063 T6 ALUMLNUM.ALLOY, R T1411 CIIANOEO AS FIELD TED VERTICALLY OR 4LL BE EM SEDOEO TO CONCRETE ANCHORS PER TSULATE OR PROTECTRLL (EVENT ELECTRDLVs76. ATES STRUCTURAL DESIGN AS CONTRACTOR, et. PL EM FOR ALL COST A DAMAGES ULTRNG FROM MATERIAL CTION PRACTICES_ BEYOND THAT DETAL CODES 6 FROM i 0.14NDED. ADD2ITDNAL ARKINGS TO THIS DOCUMENT WITH NiAMIWITTI MN. ON mUH OF (1) LABEL VISIT C-CALC.10191Fi43 E $f� FR3 FIiC R,T 0 1- L YfaT eNiIP�6tINIiEXPAEB. CGWBrfMiE FOR-ALUITI Not1TANe, REPpRi86nEeJA'fiCE3 . T MINIMUM ALLOWABLE SPAN SCHEDULE DAD ll0tl�ll�IQllf731GiIITiIF� �'C.-i3li� 041[7�3��iE�7�Ot�10 A ��mlvllr�ctl�rI11�I+I1�:�lIlE.�lf�i[E�l� .Ei.IIF3 ... .77E7^"] [u . ` vrr-�" .i 1 ir7iZFiF3iE�•i�"i�97�sS1:P..AiEGiQ7-r �E� G1.fi... ..Ei'B..E57I ���®�DE�tOCT3mt�E'I�� CgN01 CMAB ATT'OP OA BOiTOM. PANEL GTH61E55 THAMiHD6E xO,T.O PN Affi14EAA6dWT T1 LEiI TAL9l AtiCEP1AB3.E. x, ECnVIE QVNTI FROM CAMIRN nIS ONABOVE. WHEN PANE6IaNFm I6 G[eEAli31 MAfl THATNDrfO FOR. RI RG P E i OOx A SP6CflVEMtlUNn COP7B PIA sD'do, 3. 51 QOSURE AE NRLKl RM N.I ILOOIIT M�UNTSwT .E A9GYE. V{YNRE CT.OSUR66 ARE NOT [SE ¢ E.0 AN SIDb QU UNn19 CONOSTC AE UtEO AAA1;4 02 "a nu Ss, IN K Pa1OETML T' USED WITH twt1D0UT MO OAS. tAl SEP Ae.E APPL(E51090TN'27 a. OA Wt1HUUT §T]TCM 60L AND 14 RNS1S o60T44'Vf1THWWEt T 4 (WITH TSI ill fAS[EN£A6 IRS" OR W M O,C 5. ING(5.MAY6AAN 36` MINIM UM MOO ONIETIN 1 OFMEOPnC.aA4TOP OABOTTOMCLOSURES PER (1 DP£t1l PEA DEINL'K USING ANY f401)HTING CONOm[Xd 9HBWN ix'txESEDRAYd1NG5. OPENING L i. tTOPTIONAL INTERIOR FASTENING DETAIL l:/ N.T.S. EXISrINd WO eol PANEL) OPTIONAL EGRESS PANEL DETAIL M INTERIOR FASTENING I go 4 t-2:250"] fr0.094'--II-0:0 0" 2.25D- 119 A. uU x 0,094I + 22,50 94 I R 0.750" ppxx61 4a A, i M o c BZ5'' F w - }� 6:094 r0 0.125" 4 10 GA "�"� ffi '$0.044" m 0$A," I.120 444 TYP, � IYi TYP. "-.� T -Z n -o. 3 z G ry l 0.11B" 2 D,t � O.D 2' - ! 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U �' u•.',q -T .+ d r nl WfRI rw�xxr llnMURr nrinll cJISrANCe pill- n `=: iLt:4, a/ a.c,, .. tr - LOW 4'1 EMeED r� -. i.DDO" y'I '91 IX>(7fi 130. i..T• - :'1H� F FS � 3 WERLAP Iwwrcs 3:t3Zc°",1 A-:%alL1Pu•1. !>•:'% j1M1 1 )il II M INI (.If)MIIItF,)nIN q t: ..x. e•.a �-.25•MA%' N.T.S. _Y S.SOO" 3 MIN. IM ij pp T U1 t vx L >t iY � �-D • �. FPN R F3 v > MA MIN, I M]Nw D4 c.� eat nMi1 �CLOSURECETAR EP'*BL.1:..H>.. I u og 0 TRAP MOUNTCLO6URE DETAL n-rrt ^'r V •t: � le NRh,A ANCHOR SPACING $CHEDULE: 24 GAUGE PANELS;:.PANELFASTENERS O 12 5° O;C. 1 Iff�39 ' • EBEY�IT:E�t3�II�Yllllf�l»lt� �®Q•'BM��IEk� ICI EMU . ®M IM1130MININ, "maw, ///i/. ffJ$. //, ii iii/i//i/ ma / ii,,,///Jiro MEddf! a J / F//. offim camn Z/11MMM -ESIMUMIM t&fieC&��Lffi�� IBA : • EFMB E€' c� nn 0. n CIE 83F��KMIII P Eomm 00IFI 9M �. mn kTrw �yi� i'TY,CL M41I6®Iep ANCNOR FREf9DIlE d !eF � I .o'-iY l,oAn to tfl8'-x' f:Rnn Ur [) II'-1 CQNaiYPE. 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S' 160 iQO' 6 88 125160 130 61 125 16.0 : SD a 14 12:5' 160' 56.0' 76 125 160 147 6.0"12 S' 1e 0 16' LS-.S Z,Vl 160 1&0' 160' 147"' 69 60 126' 12'S" 16D 154 4 1 ] 50" 141etl' 125 125' 1+.7 S6:D bO" ]4.0 144711 sn" O g ,A, XI - D•Ia,1 3!? 33 1M00D 6GREW 41 48 52 72 I2.S 360!360" I01 12.5" 160 !Zqljj 7'0" 12 S' 16.0 165 62" 12:5' 5 L2.5 i;.'J' I, ICU' 141" b Sb0 12d0" 160' 11.}" ]b.0' 9;6" a 1 7D .5,6' 12 "160 S. 12:5"160 125' S60 9 7 561' 96 56" I 9,6" $6' 325" 126' 12.5 12 S 16:0 97 5" 6 ]650 96 66" 36:0 9fi" 9.4" 16.0 9.6" 5.6" 3 4 x t-14° LMDID U ! 3 3 TAP 01t1'CFA6• 41 49 "h S2 T2 t25' ib.0 1b 0" 125'160 115" 12.5 7:D 6 [ .5' z. 160 30" 125 Sfi D 9 ,z 125" 10 .D II.5° ]60'11LA" 149180 91" lib' 16.0 9.1" 126' L2:5 26.0, IOP5" and -9.1" 12�S• 12 5" AGA 160 9.1' 9 1 12.4 1 b" 2 IN 4.1" 15.0 91" 7 SL• } ^ 6" EMBED ! +! 33 All FOINIH HIIAY.4 41 1TG000U01nG 48 T pp,,WapIR�� 52 72 LY.S' 160' 'a.B" 73 12, 5" 15;5 60" $.1" ]2.5' SGB 3 12. ,5 38D T.tl" S 9 1 23" 12 S 48" .1" 6 * 2s 14 4.' .Sr 2. a 4 125 354' :9" s 50 625" - 3 x 47 d;O" 625" 123 7" 4.0" 4 L25' 14 2. ' S:5" 4.7 " E.25" 123 d 7 4.0" Q 2 S 12-.3 $tl" 4:7 625 12.3 4.T 40 625 12.3 474.0 625" 123 47 4.0 ANCHOR NOTES: L ANCHOR SCHEDULE APPLIES TO ALL PRODUCTSCERTIFIEDHEREIN BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING HE EXISTING R STRUCT E T u MATERIAL a ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR.E AL 70 NEGATIVE DESIGN QU LOAD ON SHUTTER AND SELECTSPAN GREATER THAN ARE TO SPAN;Sf NT UTTER ELECT QUAL CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR iDENTI FICATION aF tbNNECTION TYPE). 3. "PANEL FASTENERS" ARE STUDS USEDIN COMUNCRON WITH ALL MOUNTING EXTRUSIONS 'F" TRACK STUDDED ANGLE EYC. U E 6.:5 O G PANEL FASTENErT;SPACING TABLE.VAL ES FOR r s z u ) ALL H" AND "U"-HEADERS (INCLUDING BUILDOUT CONDITIONS). 4. ANCHORS SHALL BE IdSTALLEDIN ACCORDANCE WITH MANUFACTURERS'. REGOMMENOATIONS,: VERIFY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYW00D IS ACCEPTABLE ONLY OR SIDED URE PIECES CE F LE O LD, WHERE ANCHORS FASTEN TO NARROW FACE OF STUB FRAMING, FASTENER SFthLL BE LOCATED IN CENTER OF NOMINAL 2" X 4' MIN WOOD STUD ' G DISTANCE IS ACCEPTABLE FOR WOOD I 7 (l" EDGE T PTA FRAMING), WOOD STUD SHALL BE 5411THERN FINE" G.0.55 OR GRPATETt DENSITY. LAG SCREW SHALL HAVE M4LLIPS PAN HEAD OR HEX READ 11. REMOVABLE ANCHORS ARE. DEWALT PANELMATE, ALL -POINTS SOLID SET a BRASS BASHING. 12. MACHINESiCREV.5 SHALL HAVE I/2* MININIIM ENGAGEMENT: OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TR ISS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N:O. 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO OR OTHER WALL FINISHES. 14.E DESIGNATES ANCHOR'COWITIONS (WHICH ARE: NOT ACCEPTABLE USES 1s: �c DIRECrNWNTING OQfVDFTxYr,LS. 16. LINEAR INTERPOLATION:15 NCIT PERMITTED FOR USE WITH THE ANCHOR SCHEDULE LISTED ON THIS SHEET, 9 N N L to Cu N �... U CL C C. CB O -a LO � J CO V! O O Q. O O W C O CIO LL O C/) a) O CD cL Q Z Z W J L"•a of � C3 fy O 1z �� e 6®® F 0 CC CC L-7 d CIA W C1- y a N L nD A401 0 40 "..' N Y �_ 47 Qi E " c C2 = Q 3 is 3 '- y N � N � T ,C H a. c E � O A- V O C, .4rm W i� rn V O L 0( 0- U O n� U C�Aj C I W LU c G Z Z Z Q J SHEET NO. SH 1.5