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HomeMy WebLinkAbout6388 Beverly Hills Dr_ III 11 I II IL -Ltl T'q i 11- I ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System 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 Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ 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 RS, 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 Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation 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 Latin. 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 WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish 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 MIN or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or 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 WIC 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 Proofing) 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. I = IFM INI 111*4 JX 111M 1941 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS 1 2 3.1 3.2 F1 4 5 6 7 8 SIN SN1 S3 S4 S5 SS D1 WP PA1.0 PA1.1 PA1.2 SH1.0 SH1.1 SH1.2 SH1.3 SH1.4 SH1.5 COVER SHEET Rtt r FLOOR PLAN V INTERIOR ELEVATIONS NOV 2 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS FOAM DETAILS ELECTRICAL PLAN ROOF PLAN FOUNDATION PLAN MONO ROOF FRAMING PLAN LINTEL PLAN AND DETAILS STRUCTURAL NOTES DETAILS DETAILS DETAILS DETAILS RETROFIT DETAILS SECTIONS & DETAILS WATERPROOFING DETAILS PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL 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. CV C3 h6 � c eat o — d o P �U �� `J C � U N V - co x � u- n_ O2Z a CV L � ti E c y .i iv ;at n .wr" iu a a G C- M, c;J T~" � `1 C - i 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 IF a E M 8 V (A N � V 0. a`> rZ % (� ���� N 0 2s2s A LL Q c J 5 LL W LL LL 5 a Z J - orn a. 4 L tC z W2� o W rn Cl)IL Z d Z N OU U W ❑ ❑ o o OD 13 Q J tJ_ N N M V) 27 'nn O 4—J (� n L.,, 1 � U O LA-, g N C N U d � J I U U o c 0 8, S ti O CD M a w or tc O Eu =o oo r aQ z® c H � a T v_ Z G E CD N ~ a an n w w _ 7 � �Y m� Q. Z N ^J _� N � Gb < w iZ `s8 WLLa Q g Nw o a CID 's? LO �/� L1 J m rn m �1 (.a � � N co co � � r 6 T m m LO QI 0 N o CN T— tV T A T < � T E M C IN o Z Z E co a E U -i ¢ p ` -J JOB NO: 22-08314 SCALE : AS NOTED SHEET NO. C S _ -A_ +n l lr fll 111 1- '_t 1111 _i 1 1 1 1 1 1 11 _1 L- � rn LO LO 0 Cr rn 0 CV N 1 0 I I rn L0 LO v N 00 O LO 0 Cr C Q N E S J tZ E2 ri 0 pU J N LZ N N N 0 0 0 N a 0 0 %i 55'-10" 8'-6" 01 _ VERIFY METER A LOCATION WITH T-0" alp S3 BUILDER LAWH.B. 5-SH � 6" R&S - - - - - - - - - -- VERIFY LOCATION ---------O--- --- -- � cm ELECTRICAL PANEL I -_ ` @LINE K 4 ARE SUITE CD _ AT W.I.C. 2`6„BUILDER TO PROVIDE APPLIANCE PROTECTIONOWNER'S OPENING ■ TB, 8'-0" CLG. (CL -TILECARPET CLG. WHEN REQUIRED PER FBC CARPET 2 CAR GARAGE IIIIIIIIIIIIIIII � OP i 8 T0 7,8„ 8'-0" CLG. 20,a ,l1IIIIIIIIIIIIII 8 %0 6-31" 8i, 2668w O ,fiI e 68 HANSON2 IiIIIIIIIIII r @ 36" '-EDGE OF SLAB 2" B EYOND WALL oBOX oiD 00 A.F.F. .. v b> c�Naq DRYER VENT K S3 u60'x36„ N HRU ROO >SHOWER I''II 00 cD (3) 2x4 #2 SPF w/ FIBERGLASS o "00 DTT2Z@BASE ROD TPo cgQQWo TYP @ 1 STORY PT. W OPT. D 5'-11$" I 4'-0" 1 I J 1r11 I I I S3 1 I h� ,bN II NOTE: FINISHED WALLS TO BE I I I I �'� AHU , v 1 � i� L I FLUSH. VERIFY IN I I 8'-0" CLG. I FIELD. I I t° c71 1 �ti -T,ILE rG� K C D 1 00 1 ��2868 S3 (3) 2x4 #2 SPF w/ 3 1 DTT2Z @ BASE FAMILY RM R.A.G.o T FO�/. P R r O Cl) N 2:12 VAULTED CLG. r 1 9'4" CLG. 1 CARPET I 3068 I r I ; 9'4'cLG. A ENTRY zo 1 " in 23'-8 T-10" T-8" 10'-10$„ TILE 5 -6„ „ „ 8-0 CLG. - I I HDR AT 7'-4" - - - - - - - 1 2668 T 7R&S ------R&S- ° 4'-0" 11' iv 6-10" 4-78-8 54 r 14-654I T-6"8rw - I B.F. - 4068 B.F. ;n5068 1 1 - OPT.I -- I o I - REF. \- ---�- BEDROOM 2 " (D N �� z.�°s PATIO CAFE _--- _ _ c----��------] - W �_.__, - ' i 1 - . i. $'-o"cLG. BEDROOM 3 T J I PI BEDROOM 4 _� M�0 o VAULT.CLG.i ' I D.W. 00 I CARPET 8-0 CLG. BATH 8'-0' CLG. w oo U) in O I N 3 71 04 > -t L _ a N > U SILK wI pISP -, I j b°° CARPET I 8' 0" CLG. ` I TILE 0 CARPET C7 `7 _. - 2„ - r '� i' 21'-2' 2'-2„ 2, „ 10,�„ 1 U-42„ 2'-4 I 5' 3 I VAULT. CLG. ! - I a rP /� 100 ■ TII*E N !L©rOPANTRY W 00 fB TYP @ 1 / i 1 RANGE - - • =w - 8 0 rn0 r oa I STORY r` ` i FIAT CLG. L6� Tit F co Y I I FIBERGLASS SURROUND ° I A S3 'is - - - - - _ _ -� O l 5-SH I ih 16" DEEP04 � H.B.EGRESS EGRESS A OS3 O --- 29'-8" - - - 15'-10" 19'-6„ 65'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" -- --- FLITCH PLATE H5 (2) - 1 3/4" X 11 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 (Flange) FRAME (Fin) TYPE 12 20X26 18}X25�� S.H. 13 20X38 18 X37 S.H. 14 20 X 50 18 4 X 50 S.H. 15 20 X 63 18 � X 62 � - S.H. 16 20X72 184X714 26 X 25 4 S.H. 1 H2 27 1/4 X 26 S.H. 11-13 27 1/4 X 38 J 26 x 374 S.H. 1 H4 27 4 X 501 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 112 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 iJ 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37JX72 - 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE- S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 � 52 4 X 50 S. H. 35 54 X 63 52 4 X 62 } S. H. - - --36 54X72 52JX714 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 FLOOR PLAN - ELEV-Al SCALE: %4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inck minimum rigid nonmetallic class 0 or class 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. Ed. 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" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 Op +28.3 / -37.0 +26.6 / -29.1 O +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND II IIIIIIIIIIIIIII MASONRY HGT. .: 1 TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 20 TOTAL AREA 2372 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 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED N N c= N 0 C: a {- - w See o � CU N O Ry a, •TL N 61 ¢ y C) r w o Q � ro C m o C:r . CY!' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v E a o N8 W .0 r� N CN Cl .. (A M Cl Q � LL Zm c°' L @ a- d 0 rR�p 0 z NZdJ LLW a N OU � W o ❑ ❑ C9 N eM z V E3 to zC3 Tm C1Ul LL 's g� O L.0 V C., V) w ® - - E t 8 m 1 N Cb o Cl) e w =o oo �n z® E � oa &a Z O ru N i a i ao �o a �w m0 ro 0� o� z N J u�b 3z 1� fn n, " °o z a W a U aw o o Sa 0 o a °u � °I i O = LO m m cc � N : r N W m LO QI O N o r CV T r ^ r ci E ; N ;� o z Z E M Ia a E U 0 Q p C JOB NO: 22-08314 SCALE : AS NOTED SHEET NO. 1 an x a rn L0 0 0 CV M a Ln L M CV J 00 O I Ln un 7 O 3 H 4 N a E E 0 CP v N r CL 0 O a CD CNI r` Jj 0 a m tii VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES w MEDICINE � o CABINET 00 02 0z o> Z%4> r - r M M M M KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER i HOLDER Q CV FIN. FLR. KITCHEN co 4 F- . N NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. rz TOWEL BAR aW. ON BATHROOM WALL SHWR. o 0 VALVES _ w 00 = :) C° SOAP � CO 00 o DISH U r Q LO C - r r _t M M O TUB BATHROOMS. SHOWERS AND TUBS CLOSETS / LAUNDRY O C7 F. 0 0 CV 60 9 F- 1 0 0 il) ih KITCHEN O n BATH 2 i LF-L� OWNER'S BATH INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER I le 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30" H BASE 00 L a `D 0 2x } L 00 FRAMING CD =j 1 /2" GYP c'? BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS - rIN V-2" To 0 T CV ILE PLATE — ISLAND COUNTER � o N N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 N N CIO W Q_ C f0 N -o cu L' x N C LL O_ to 0 to C'J N �7 .0 Q N cu Q Q> ' CD C G N U In Bt N 61 1l O U (U n' o F f�`G Off' F SS\• a f"E i II I; 11, "lk 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. F Q � C'04 0)V d � � -0 M� Q cc LL U- 3 LL d _ -ate a {� �. £A2(_D ° Z ILW C Z� m u' N O U U Z U U) W El N QQQQQQM z � W nGQJ J E3 ci N r I N � p - L 4-1 lL � .Uo� 0 w g C. N N .�A. V I '— �r t � m L -1 = O1 <C Z M o S Go Z N aR Z® E U cu ru %a U w� ,o O nr om CD o Q G o K i w z= m° 6 65 n 'w W <0 J CD O cD O > (o I n m M H i N co co � T m m L0 T 4-J O N 0) N 0) t � ^ T o cc z E M (n cc a. E L) Q p a -j JOB NO: 22-08314 SCALE : AS NOTED SHEET NO. 2 --. 1 II .1_-...1 11 l _ . _I I 1 i1111 11 J-11,1141 . 12 5� HEEL T.O.M. - HDR HGT. TEXTURED o CEMENTICIOUS 9 FINISH ON C.M.U. (TYP.) F. FL. — ---- ------- --------------------- FRONT ELEVATION — Al 14'-0" RIDGE VENT 12 _.- -.. - -_ 5 .__ _...--�--,_ '-_- �._.�,.� - _._ � �.-.y �. _ 11'-0" RIDGE VENT �- .i i. 1 12 - -- - — �--� J----r-�. __,._._.. _..__.__. -- ---- -- - .-,_.... , ._._ ,...._.. Y._ gym. _._ ..�,..-•.. �.. ...-T�...n..�z.�.. —.. T.._.--_.. _- s...--.,�d-,.:.=..�d-�.,..�.-_� ....L..d-_..�..�_1 � . 4'-0" RIDGE VENT -- — — — i _,-.. I _l,._ ..�.,• T-;. _ _L_ _ � - -�_ -�1..-.e-.�.,_...�L,,..T...l�_A.__�_..-... L.-„a-„r �..,�_�.._-� _..�.�_-_,..-.--, � -_, _ .. - � ,.:_._ _-,.....�_;w_..�. -�-_ a.....,.- - I _ ..�._...--+�J..: � .�..-�.-..,... 1.._,�,�,J. � � i SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.M. HDR HGT. -- - - t - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------- - -------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1'-0" 1'-0"L; 6" FASCIA (TYP) 3'-0" TEXTURED _ CEMENTICIOUS °Q FINISH ON C.M.U. zo (TYP.) 25 SH 25 SH ------------------- F.FL. — — — — — — — — — — — — — — — — — — — — — ----- --------- - - - - - --------_--___..._g-w.-.— —._._-.._.-_..--- —.._...-._..------------------------------- --- LEFT ELEVATION — Al SCALE: 1/4"=1'-0" A REV. 09.24.21 c.a 0 c.` - 00 �. cam+ CO '2 G') a yle r.. co J f V > rr- � 3 r N » E co o d U L 0 ztiii���J�f,Ojj O% N = <L I F 7LU �rsdilil9lttt` t To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4 8 c. CO c: <V 0 o^p � MM r/ H N b 2S2S2 J "` LL rNi C LL - SS - p• °-I z =C _ OR O � W N � m�cr' �j a' °' �Oc m W ILW N N Z ¢ Z O U U W ❑ ❑ CD N A NN O Z Sid< J — N O UJ p Ly N � � I- r— to lLJ J s 1 � � Y o N Sm r- O w M z oLL- Zq E ao �w � av z® E OCU �ti o z o E o az ) SqS �z � C aa Sox o Oua. N °Z Z � 3 OE Z g0 0 ~i- O ��y 2 a 0 O t0 �• iL w oa z a a x n3r c) O �( CCY '^ + LO c Q ca L- H N co 00 :3 CN N Y CN /yam W m LO 4-0 N I -0 04 r d" - N ~ LO m a CN o z z E M a E U -1 Q -1 JOB NO: 22-08314 SCALE : AS NOTED SHEET NO. 3.1 _ 1 . . L , _ I _ 1 n 1 1 1 —A— _ 31 ..__1 11 11_ VI I _ I I __I 11, I 11, 1 1 1 1 _ — it I. I _ I I 1 II —A 111 _L Tnm 0.1 c I a 4'-0" RIDGE VENT T.O.M. HDR HGT. __[_� — — — — — — — — — ---- — — — — — TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 35 SH ----- —___ 4' OFFRIDGE VENT___ _ — _ 12 --- — -- -- — - ,- — -- 12 SHINGLE OR TILE ROOF PER �5 COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS EXTENDED OVERHANG TO BE CENTERED ON DOOR (2) 35 SH - _= >-10'>!!� 5068 SGD REAR ELEVATION — Al SCALE: 1 /4"=V-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) — — — — — - --———————————————-----———————————— — — — — ——---_-.-__._------— — — — — — — ————— --- -..-------- -------------------- 1_0— �-- I — TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) F.FL. 1------------------Ll------------------------- ----I - 1 RIGHT ELEVATION — Al SCALE: 1 /4"=V-0" 3-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment-) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-1/2" long (3/4"-V crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 c••s am N .c:, r, a> z � �_ o (� Q o CV v m x • r o m W E r Q U tea•"' � N if E � o a � 0 S Q ' _ _J �J✓ _ Q �O F� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rn g 8 tl C (�nl ro, Z a N O t1 N CO, J , N _J '� w _J Ll , ciaLu —�� o- Z Coc L m 5 W of w z IL v°�2O1Q' N Z 1704 J K N O U o _ Z ... W ID .G iz z C Q 1_ 7 E3 - V1 l 8 � C9 a--r �;; rL •U c' Tr• O LL, g N �N C N \ c o � a w M o z a J Cd o! i o E v� oa F_ rt7 a� X `1 w� o c) Z «Z CD <o �= Z_J�c q m <w Z _1 = 0 w a W U ao LL CD o V iI� a= U S CD LO LO Cn Q 0 CID Y 6 Y r /y'� W m LO Q O c) I 04 O N r 0) LO Cy) n T E c N Z Z E M a E c0 _J ¢ o � JOB NO: 22-08314 SCALE : AS NOTED SHEET NO. 3.2 :._I_I II 1. 1 1 11 !_ 1 I III _ _ -- �_ -- 1.—. - -- -- -- j — L I I VARIES 1'-10" 12 CAP CAP 2" "NOTE: 1" RADIUSD iv FOAM TO BE USED Cl)M u ONLY WHEN 1/2" RADIUS "IV 2" REQUIRED BY ^ SIN 3 1/2" RADIUS 1" COMMUNITY r V-5 " °O = SPECS. IF NOT, � c., 3/4" RADIUS a oily o DETAIL TO BE 1" 2" OPENING VARIES 2" #_-1 1„ 1„ p o w BUILT W/ STUCCO. 1/2" RADIUS EDGE OF 1" 4" VARIES 11 011 ys6 c m m x N t71C SIN OPENING VARIES iv o 21' VARIES Q I ih 2 '_ 11 VARIES 111 111 E = c 1 112" RADIUS sa 4D 4,1 42 2 1/2" RADIUS j a c E 4" c �jy U 4" � - Q 311 � Li _C00IN M (O CMR ZOE iD VARIES 1. 12° 3�" 3";4 f" �" 1" 1" 1" BASE • BASE ITN 2 2 311 T111 1,1 a' 3 1'-811 41 • N ' fV i c _ V N f` "NOTE: VARIES 8" 2" 2 FOAM TO BE USED ONLY WHEN 3 REQUIRED BY `D COMMUNITY 1'-6" t SPECS. IF NOT, 1" OPENING VARIES 2" I I �N 1" 1'41 1 DETAIL TO BE 2" 2"� io BUILT W/ STUCCO. 24,1 • EDGE OF gn OPENING 6 rn O 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, r _ the structural plans and specifications contained within these 4" 10" � - - drawings comply d with the 2020 FloridaFlo ida Buildin Code - N Residential ntial 7th Edition. Engineers signature aseal is only for o the structural engineering portions of the drawing pages bearing 11 " j 0 6 - Engineers signature and seal. ti 2�" iv - IN M T Q q - -- V � aa) N _ - - --- _ - - p o ,n co w NCO M (n ro N � S a' C) p IN IV 2s J J iD Q C �u J V 2 LL o_ - �iii LL o a 11 c � Y Z t o Cn j 4 611 - - - IN U1 2' 411 3-211 iti W w W 02 a,m m E N 2" Q Q ri LL Z L0 M Z d J > > �- {— 0 N a -i ¢ , - --- -- - - z O U c W ❑❑ 1-1/2" THICK 21", 2 z N a - - —8 IN 7 (p - � 21�11 ' Q �" 411 n_ 52' 11 511 5 -- - f1, 1,�11 31, N 5a co o 00 4-1 Cz 5V — VARIES VARIES �O l I I O N � L1 V (n I 2 N a U) w - , VARIES VARIES c �Q N mrd c 41 2 6" 4" KEYSTONE F11 0 KEYSTONE F11 a0 J 3 3 / r---------CT) w ary Q iv ; iv Q1 d�° ti OPTIONAL OPTIONAL _ 1� w® O pp _ ' ^ N N rD ' oo 1'. N io ,4 io i1 411 L3" a Z a� a 3" c a 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" �o t- I 1 u, 2 NOTE: c • INSTALL OVER STONE, TYP. a ° - _ < r) VARIES FIN. TO HAVE TRADITIONAL n a z LOOK & SMOOTH FINISH =! m J , • • • • • FOAM/ EPS MATERIAL IS ACCEPTEDLZ �w NOTE: o • FIN. TO HAVE TRADITIONAL LOOK & 1' 4" o SMOOTH FINISH 14"14" 12' 2 1 Q 2" • FOAM/ EPS MATERIAL IS ACCEPTED `>" 1'-12' S" > (� 31_8" 7"LO y 4" 31.011 4"r- �� - � < � � r' . 111 101, 11-4" 101, N _ co M r J � r C oo N r w 111 U) m N � 111 0 - - T +�+ LO - Q N � N 0 — LO M • E Z N 000� _ •, ci _j ¢ o JOB NO: 22-08314 n SCALE : AS NOTED N SHEET NO. GENERAL NOTES: Q 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 • ACRYLIC SAND FINISH ra M v x rn to L0 a, 0 X) N J I Q rn LO rn O 7 N 0 a (V 00 J 00 0 1 N L0 to 0 N o .a to c Q C'4 CV 0 d E o N 0 0 v QD J N N tZ Fn 0 vl a CL J 0 0 0 a N cV N 0 Q m 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. 150AI200A INDOOR PANELCENTER # 14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 450 AMP/ 200 AMP #10 to WH 10 #8 to Range 10 #6 to HVAC METER 50=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. \1� INTERSYSTEM 4 Bare Cu Ground 'V� A I , 1�f BONDING O #4 GROUNDING WIRE TERMINATION PER 7I WITH CODE APPROVED NEC 17, 250-94 J CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6- Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14 Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FETw WEATHERPROOF DUPLEX OUTLET � G F I GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �'4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN ;O EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FEd PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) FTq TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 119 ELECTRIC METER Owl_ ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR (✓ J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT III 2t1 AV ,J� VTL, PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER ULUIVfY l LU r1Ll1Lr 1 P1VLL FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM --- VERIFY METER LOCATION WITH alln n o ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" ri CV �1 11i 00 GV (•, ..Z: d� a ua 0 c ►�- IS. N A O ti V1 y C.7 fO Q N X a E s c G1 Y r 4 a � � iv y a .a yac•— a. c E � o a C N N O N r~ 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. 0 a E s U G " � C) 00 H U) # a N O qt i N � V LL c ii LL a uj a C _M� W Sao O N O rn toLLa0 Z¢J Z N OU 0 W El El Z N Na Z n Q r ^^V)' Z v W $ N W N U O -- w g t w m E B t = L N Q o Q N T \I1 o z M N __j E �o o < <: Fco '6 s V U p o N(U az U1, Y L o zozo Zyo C' T 7j a n E o< J` W 0 o � ar old 0 C:) m� > L0 ai rn Q 0 N T N Y LO M W CoLO 1 N O O .0 .- CY) LO T Q � T E E N 0 Z M E co to a E U .� ¢ 0 c JOB NO: 22-08314 SCALE : AS NOTED SHEET NO. 4 __ I I _ I _ _1_ _I1 L 111 1 ._. I _ _ I _.11_1 I I I ' II I.1M I I. _ I III _ L I 11 �11 1 I11U I I i �t rl' � rn v x a rn Ln 0 < O cV No J 7 M 00 0 1 rn r0 LO L V)) O Q CV NO J I L0 tf) El GO 3 H Q N d H E O x LZ CS a pUo O J N LZ O 0 0 a CV N tz S Q ROOF PLAN - ELEV-A1_ SCALE: Y4"=1'-0" am C C%4 na 'O ? lJJ C-- O C _ U C11 T] M CAI N C 1.6 C1.- N � O y C4 S N 4 G7 M C4 - r_ cz n > c>• `° ' = fO o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Q 8 N �♦ V N tT C N O a) _ o0 0US N rNv N u- 25z Q C LL �- Lw J l. LL S D_ Z uj -ern rl m C CU WNCD v W ��c� M IL00NZdJ w Z N U V W ❑ ❑ v M N M V) )CD (DruL iJ cn 9 0 Vi u, r �N w .a � C� uI m U < Y 0 421 N .4 (ti O zZz O 4 1- t- a co U � oa co L11 ¢a Oct a U Z � Ni U) OJ �o �•. U j 2 aLL r r � ji is `? Mi o L� yipa� _a �o = W W� > L m Q L- f— N co co Y � r Cq W 00 LO N r N _ T Ln t\ (D E N o z M C C v 0 a ¢ o JOB NO: 22-08314 SCALE : AS NOTED SHEET NO. 5 ti I r I I I_ I l l I ILL-11 �LI - 1.J_-11 M 111111111, 1 I 1 I' y1 C c v V-B" 5'- 6-0" TYP @ 1 STORY U.N.O. A �S3 G -10" 6'-0" 6-0" 6'-0" 5'-2g" 7,_ 18„ 15'-0" VERIFY METER LOCATION WITH BUILDER +H 8' ............................. ---------� ......... -- ......... � .................................. -------T: — �4 —(2)#SREBAR v_---- 60 VERIFY LOCATION �— -^ CO l lb j�-- 4'-0" 12'-1" \N . �W•H•i/ ELECTRICAL PANEL VERTICALS w! in J BUILDER O FILLED CELL I : � :: I : ' APPLIANCE PROTECT ON Ak WHEN REQUIRED PER I • FBC 354 20'-6" ----- - - - ------ ---_ --- - -- - I: --- iv in I ih I K o S3 7 J S3 T EDGE OF SLAB 2" - ■ I CJ :: :CJ I : -f- BEYOND WALL CJ - - 1? 5'-3" 1'-10" 3'-6" III cV f I N a� ::::::::........--------_ (� _-_ - -- ±� (2)#5REBAR I I VERTICALS w/ in I — J I OPT. WI I I OPT. D -3 1/2" I "n FILLED CELL 2'-6"x2'-6' X1'-0jFTG G W/ (3) #5 E.W. S3 :; r` 1 _.t _._ j �._ _._ �T I Lo J I I L - - - - J L - - - - 3-5" SLOPE -� T-1" (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" c' AHLI VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY I iv I CC FILLED CELL -� -- -- U.N.O. (;A ici - -K S3 S3 co CJJ ' / / — — - -- - I �ao I 25'-1WD' /// 9-5128 -- —— — — — — — — ■ 4'4" v 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. � I � -4" I L � 3-1/2" MIN 3000 PSI CONC./ �/ M S3 n INDICATES FILLED CELL w/ 3000 PSI SLAB FOR HERNANDO / / / / PROVIDE Y2" x 9 Y2" _ I M SLOPE I ---+- —� (2) #5 REBAR CONC. GROUT FROM FT. TO BEAM COUNTY ONLY / / RECESS FOR FRT. OOR VERTICALS w/ in W1 1 #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 PSk6SNC () TOP OF CONC./PAVER OBE - 4'-0" I 4'-4" 4'-6" FILLED CELL TYP @ ALL PLACES SHOWN SLAB OVER 6 MJ �/�SQUEEN 0 0 4"BELOW FIN. FLR. ■ ` Iv :::::::: ' ' : ■ 1 ' -----,------� .............� ........... ■ HOOKED FTG. DOWELS 5" EMBED VAPOR BAFjFt�EFi ' ' ::::::::::::::::: ::::::::::::. ::::::::::: ::: ' ' ::::: W/ 25" EXT. ABOVE SLAB "GRADE 40 / / STEEL" / / :: 4'-0" / i / / - 16'-1.0" 12'-10" - - -- 0 o STEPS AS REQUIRED PER FIELD : I / // KITCHEN ISLAND / / / / LOW WALLS I III 1: • III OPT.. r ........... 10' 10" I CONDITIONS /r---- :■ ■: C / -- -----� CJIII REF. 1:: -�-CJ Cj: CJ-�I - - - - --� I---- _--t---{-rt -PROVIDE 1 Y" RECESS / - - - .� e = _ = CHASE TO ISMID _- -- -- .. - - r-- � � 1 1 - " 1 - - - I TYP @ 1 STORY U.N.O. - (- / I F � 7 I FOR SGD. REFER TO / �r �11 yl- :: i % L I 1 I IF o - I I S3 MASON'S SLOPE FOR D.W. I III II Ill 1 .. ; : •- 1} I q N Cv 10 00 10 I 31/2„ L_ M WIDTH LL = _ SINK / DISP S3 / z' 16'-0" 2, 94, 6'-10" I .. �li :: II1 _ 0 0 I ■ 0 M 4 AC PAD -0" HVAC CHASE r---��-1 / / BASED ON ) 1 1 LOCATION : ' ' .: - ` - _ _ 1 __---_� :: I r i M I --------- ---�r` --- +- — — --------- �- ---------I-- 1 I - — -- — ��. -------1 a :M .:. .M .■ .■ ........ ... .... , �-�'� .... , .. ... a ---- ... .... ....... . • ■ ■ w■. :• M_ .. ■.. ■ ■ ■ ■ 1 H.B+ 54" 1, 98„ 3,_28. , TYP @ 1 STORY U.N.O. A (S3 5'-10" T-10" A T-10" L 2'-1 5'-4" FOUNDATION PLAN MONO - ELEV-Al_ 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. if FOUNDATION PLAN LLJ LU w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" •Jv•'`1 •I� �,:; --#5 CONTINUOUS REINF. SEE FND. FOR :,;1, ,.•;,:•.;� QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. yw,•'�.,,1;., HORIZ. REBAR, TYP. �, U.N.O. `*Alternate: " z • ;':. : . 1.,•• The reinf. bars shall be �`�'Y,, �� ; �.',: �.. cont. around corner by cold • �'��, bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" N U N _ Op C�1 LU � w t: o c O �.✓"1 — Ta CPS ii � O N T3 NO Qy fV - i d O CD � ? m ti U W C rm aa•`9 -n N [1 J'.7 E o d U r j PC `L �O . '. C)` a '/fir, ,ci�'••'•.....••'•lY�\. ;� 0 S S 10 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 71h Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W d E Q O N O //♦♦6 C y��7 �A `�i ID 14 y0c0 Q C _ -� L W J13 LL LL D Z -ern d m 0 W f° N (D �2- mW . = MZ dr_ ILW Z N O U U O W ❑ ❑ L � M z rQ � (/)Vl Cz w o F •0 V w g �N U r U o O o �w _j E o r® oa (Y l•_- (n U U ff N fed �¢ JU t"W �� o a "zla••�U L / (A) O1 N �\ 0 � � N (0 � N N 0 M 0° Ln Q� O N o o IT —CV T 0) r � Q n r E c 04 o Z Z E M c a E v a o JOB NO : 22-08314 SCALE : AS NOTED SHEET NO. 6 I II ! 11 _�1-1 A It _ 111 1 1 1 1 L I I :!I. 1 I It ' I '- -..J.� TYP ro 2A A 53 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO 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 1 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 C2&) or 1Y32" EXP. 1 (3�/I6) TILE: 1Y32" EXP. 1 (3�116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" 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'/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. (2) A A8 CJ1 U L M CJ1 CB U �A CJ3 I CJ5 I I EJ7 A EJ7 S3 EJ7 ' EJ7 ' EJ7 7 ' D1 EJ7 G I ( 2)1 X S5 D S5 ,n KCJ3 CJ5 I I EJ7 (2) X I I G Q Q Q Q Cl) Q -�- 11 / 1 / 1 � � / 1 1 v Q cn Q II I I� I I I EJ7 EJ7 EJ7 EJ7A 1111 1 LO Cl)m Q "I -J7A S3 I J7A I I) I I J7A m Q Q Q U ¢ Q ¢ Q ¢ I I ( I I I J7A I II I I I J7A L7A oo Q -_Q � Q Q N m m m 7 J7A o EJ7B w m D1 I I I I " I I I' I EJ7B U U U I I I I" U I I I w I' I CJ5B 0 CJ3A A � U U CJ U (2) S3 A (2) A V2 a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP I SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1 1870 11585 10 - 10d x 1 112" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 C H2.5A 565 535 10 - 8d RT7A_ D H3 400 320 8 - 8d RT3 E META20 1450 7 - 10d x 1 1/2" HTA20-18 F HHETA20 2120 1015 10 - 10d x 1 1/2" HTTA20 G H10A 1040 18 - 10d x 1 1/2" RT16A H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS ` --- - -- - J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-112" HTT5 K HD3B *� 3130 3050 5/8" DIA. BOLTS TDX2-TZ L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 112" SDS WOOD SCREWS & (1) 5/8" ATR - - - -- ---- - ------ ---- - - M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR --- N LUS26 1165/1060 *" 1005/915 `* 8 - 10d x 3" JUS26 P HUS26 1320/3235 ** 1335/2820 "" 20 - 16d x 3 1/2" HUS26 Q HUS28 1760/4095 ** 1720/3125 " 30 - 16d x 3 1/2" HUS28 R MTS12 990 860 14 - 10d x 1 112" _ MTW12 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 6_5.70_-M_ 6960-F 4730-M 5010-F w/ (24) 114" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME - --- -- — U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY w/ (32) 16D SINKERSLUGT2 (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR MUGT15 V — (2) LGT2 4060-M_ 3770-F 0_-M_ 3240-F J _3.50. - 1870 1585 10 - 10d x 1 112" 585 515 10 - 8d x 1 1/2" 345 305 8 - 8d x 1 1/2" 1625 1400 10 - 10d x 1 112" 2375 11 - 10d x 1 1/2" 1020 1160 9 - 10d x 1 1/2% 8-10d 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS 5795 5/8" ANCH. I(26) 10d x1-1/2 3295 _ - 2 - 5/8" DIA. BOLTS 1000/1080** --- 18 - 10d 2035/3400 --- (20)16d x 3-1/2" 2950/5090 1195 1005 14-10d x 1-1/2" 4175 22 -10d x (1) 5/8" ATR w/ 12" _ EMBED w/ USP CIA-7000C EPDXY 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE - BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 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 S_PT24 1090 __ 12 - 10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)1 Old x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (6) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) 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 (6) 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) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER x CONT LEDGER (A) SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV-Al. SCALE:y,. .-.o. N N OD N c n o =' 1 N L O o s c> �> a ca C CC f-> N N d O c0 Q nr `G dl N N E r �: P. cD N y N l'1 � T c E � o p (tio %�>I ,ITV • CL- � � \ ; CS- = d a; r C' F To the best of the Engineet'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 englneenng portions of the drawing pages bearing Engineer's signature and seal. Of W E Q p N 80r Ir y20 co �li>°P z N U)r�r- N # l 25 ,q 7 It C J 2 LL W Ur _j SS p. - a Z13'* L19W > �c a rON(_O W rn�O'a m w UMZ N Z d J N O U °d U Z U N W C] El N pppggq� Z N V) R3 w M �+ $ 077 U sTo U Y 0 o < Cl) M J O z z G � E<ry C E oLL s z Z® C O (10 C)go �< o �z z � � oz z Z �; � z z to l - CL 4 °oF IS 7 go Nz " W U 0 CD co _ A Eu us °OLa = Lrn L0 Q CU 0 CL � N co CY) U) N m co Li i ¢I O N o O r Cy r LO T a M N z z :3 E M v 2E o 10 m U _ ¢ p 4)a JOB NO: 22-08314 SCALE : AS NOTED SHEET NO. 7 I I 1 I, 11 II 11 11 1 I 111 LI 111 '1'. I 1 if 'rl 1 �_ 1 I L 111111 II 11 ' I ar v a rn L0 Q 7 .g N rr) N J C Q rn Ln L 0 M J r� Lo rn C Cr cn 0 3 CU- QN N N E 1.2 O S J y LZ U a .o LZ C> 0 a N CV N S a 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 L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels Installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (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 vertical load + Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 1� !oil 0 I IN No 8F44 1B/1T8F40 1B/lT 8RF40OB/lT 8F321B/lT FORM dt GROUT SOUD N Q O r W U O #5 BAR CONT. 8F12-1 B/1 T O W" LINTEL DETAIL SCALE = N.T.S. I € f E f I SIME TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W F _ 8 -16- B/ 1 T � o Z tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT #5 REBAR AT TOP MIN. (1) REQ'D d a 1/2" LEAR n °U d e ° .M.U. e° ° ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D- ° a a ° GROUT � J Q W Q ° 5 REBAR AT ~ x�mw BOTTOM OF a m F O 0 LINTEL CAVITY w U -U -BOTTOM o um, ., u, REINFORCING X Q 0¢ Z 7-5/8"ACTUAL PROVIDED IN Z LL o w ^n "NOMINAL WIDTH LINTEL ¢ ' < 3 WX a (VARIES) c~n MATERIALS r_rc__p_rec_a_s_tTnteIs = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 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) 1-112" CLEAR r_1 -C.M.U. • EBAR AT E ASRINDICATED 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 F F J 4'-6" LL 4'-6" LL E 5-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" N N c=7 c nt CD DO n� N t Cc C) C i ` � V C OC1- cv o V -Q N L N C7 N_ q GV X O u3�i E c a= " 3 ro c o N J t C E � O 2 u O C-4 F � N' r p To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. .. � a p C�, c H N cn Q 200 N fA :13 v C (N LLL� 2s2sLL "a -W W Y Z/ W$ O 9 �0 W Is2 IL CoN MZO'� ZN oO W 00 c9 I NN `�(t`yQQQQ�ypSj! =Mai Q ? a .n NCD v CZ n o A V 2 O ui Ln N _U e E m $ 1` I, = L A41 c m Q N Or w C.0 M o Z o aR o z® oa Fno C C �F u o �6 O7 Z O E 41 ~ a Ci #o. x Ou. Z _ � J x �q _z � Z � z go J o N� w F. ;3 cD V a s > CO LO m Q 0 � � N J T N N Mm L0 +, T Q� 0 CN N O N LO �7 E N o Z M Z E co y ayi `m a E U � Q p °i JOB NO: 22-08314 SCALE : AS NOTED SHEET NO. 8 --- I I --- l 1-- I I 11 I I I I I--..11_j- 11 1 1 1' I I _L I I I I 1 -I-1- rn v x L0 L0 0 N 0 J 7t LO rn LO .S ul 0 C Cr rn 3 QN Q i E FE 2 E Y 0 J L� U i a 0 d t� CV N 0 ai CL C) N r, 4) a 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- . MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATERS 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 t 2 INCHES (914 t 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 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. A ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED ALL 00 0 0 G BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2,2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 0C F 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS, 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2• LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. PERTAINING TH ATI N F REINFORCING ARE T TH ALL DIMENSIONS TO E LOCATION 0 0 G 0 E 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 R T B APPROVED BY THE ENGINEER F YIELD STRENGTH OF THE BAR AND ARE O E0 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. 2„ 1 Y" X„ MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4, 4, 9, ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8, 2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irri ation/s rinkler systems including all risers and g heads p sh II not be installed within V- " f the building side wall. spray a O o e b g 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpou and mortar along the foundation perimeter must be removed be ore exterior soli treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11, FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14, FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 11/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND %8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". 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. c-a c-e c= rrlt U o � al y E c d =dam a� c $ o ci f i p` � J•y''Nn�.f ` � �' Y� y �t� t v L`T To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E H C)� g 0 -,-00 0 �m H c'nr'-O-1-1? y �N x a IL I a- u- Z - C Co. _ coY V Wf� �Co n LL_ °�° Cl) Z a K N OU = w ❑E3 LO JM � N Q J V ^V)11 v U O w g V) L, Y F O s t W U c 1� Q N 0 0 soo o w �, i z � wK �o ,n Uz U i`EL) 03 F ra 3 0 R �¢ U 0 uz " Z E N �I �o �z o QY OLL z Cn J ab z � Z �Io o§ az W o� =r rs oCID 0 � CD > L LO < c� � � N co � N N m m LO T ¢ O N 0) I C) C) LO r � r E o z Z zi a E ai v Q o c JOB NO: 22-08314 SCALE : AS NOTED SHEET NO. SIN x a LO 0 CNI 0 I 2 a CN 1.0 Ln 0 C cnCr Y� L 3 H Q 0 E i° E �i i In 0 i X i a 0 91 0 0 4 85 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 16GAx1-1\2" LONG (3/4"-1" CROWN) MAX. I,I I I 16GAx1-1/2" LONG (3/4"-1" STAPLES @ 6" O.C. VERT BETWEEN 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'-01, a - c� LO STUB -OUT FOR 1'-0" L I o ° GAS METER 0 ' o � U 9 F N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15' 4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 good panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber FILL CELLS ,— STD. 90' HOOK r-- BOND BEAM 4" LLJ � STD. 90° CONT. #5 CONT. #5 HOOK _ -� BAR BAR #5 CONT. F_ -- . -. FROM FOUNDATION TO HIGHEST - BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO BASE PLATE BEARING COLUMN �CONT. SEE PLAN FOR REQ'D COLUMN AND—/ PLYWOOD FLOOR SHEATHING PER PLAN CONNECTION TO BE CUT TO ALLOW '_TJI FOR BLOCKING/TJI `MASONRY WALL OR f INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR SECTION @ above to bearing below. STUDS INT. BRG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. r 1/8"min. 2" min. Small Filler blocking 1/8 g a p 2" max. 4 max. WebStiffener Fastener Schedule ; Joist Bearing Location / / :; :._- _ ! Series Depth End Intermediate r ,'t �, a 0 9-1/2" 2-8d 2-8d • BCI 5000s 11-7/8" 2-8d 3-8d 2-8d Clinch nails ( 9-1/2" 8d when when BCI 6000s®' 11-7/8' 2-8d 3-8d possible �_� BCI6500s®- 14" 2-8d 5-8d 1) Support back of web during nailing to prevent damage to __ 16" 2-8d 6-8d 11-7/8" 2-8d 3-8d web -flange connection. BCI60s 14" 2-8d 5-8d 2) Block solid between joists for full length of span. Tight fit 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" 3-16d 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. gCl 90s® 14" 5-16d 5-16d required when indicated or max. 16" 6-16>d 6-16d_ 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange ctst. Birdsmouthuth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR Boise Joist Blocking BEARING Use 3" (10d) nails at 6" o.c. Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls -- Load bearing wall must stack I I *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box ' areas=20 of high or=20 sinker lateral load. nail each side at bearing. ) =' -i Provide adequate bearing for each lapped joist. Squash block) 10d nails SECTION @ INT. BRG. WALL 2x4 minimum Bearing wall, Versa -Lam LVL or f N.T.S. Glulam Beam " `"" ' ' 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 O-L-0 a to 6 A 1%" ROUND 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN HOLE MAY 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 higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below--- Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o,c. for all joist blocking panel *Non -stacking walls require additional consideration. — ¢ •Tr ! .g �. --� J:;' d'� ¢¢��W, ri��n"+.:F�w.,1R7cM. �•w �"1; ��N�' �. .. W tk � y�,y� �'i5r�u.'f,�A F. t ry 'Y+ ',"l s..�... .I 4�Ar.' rr � }F � � t'�t�.rG'��)iw. Mein .....�� S5, �reA�t bu F'. �f�ry fi'-}�.�: �..,. 'ri"� 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, %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION, USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. SIMPSC w/(22) NAILS T 5/8"0 THRU BOLT SIMPSC w/(22)' NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -1 I I —III —III —I I — Nail with 10-10d nails. I I_ 111= Install tight to top flange. ; SLEEVE THRU STEM ° R SEE PLAN FOR A • , • ; . • ° ° Joist hanger - i ! FOUNDATION INFO STEM FOUNDATION fi. R G ADE REINF. SEE PLAN ,. Filler block. Nail with r, 10-10d nails. A Backer block required where top b mount hanger load exceeds 250 lbs.iTi— Install tight to top flange. ° ri=' I! 1, . I I h= r 1/4"-2" gap -- Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height ] requirements � `0.6 X Joist depth „ _1 I -JOISTS BUCKETS N.T.S. rvu t,nmor_ 1t rv%, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. •�� LOCATION OF SECOND H10A �(WHEN SIMPSON H10A REQUIRED) w/(18)10dx1112" _ NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION r ° y. 4 4° rrr—' I I �-III I ' • 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE ° SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0"—\ CENTERED @ PIPE PENETRATION A PVC OR SCH40 SLEEVE PLUMBING LINE Ir— a � A _ • ° A . e ca Z • ° • . A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE -- - ' — 4 A° L T I I I II a° a A °� L�T�fiTh -T— ° SEE FND. PLN. SIZE & REINF. CV N 0 C, cra 0 d c� CD o 0 U G n CJ C M C_;, N m = r..t GL N O rp r= �> > G t C . r f E n `,� CL D o• v Cr .: C J ��. U 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. 0 FW- a o $ 8 V 0) � � n C5 C 0 y N -°o N f° al rn�I-- 04 Q M tU J u_ LL M u_ a Cq O 's 2 rn a Z ILW to NZ d J M Z N J OU 0 to W ❑ ❑ N th s $ N � /� V / L U. C6 LL U 0 ,, g to r N 0 U T see 00 u Z 0� M J p d O zi F rd (6 I--- M o laId� o u Z E ao °z a f0 O �0 r LL; a W U o (0 Iw $- � 0 = LO e' rn Q N co C0 V J m LN r ,}i O C) 04 -0 N LO T ^ T E C N o z z E M y c m n. E U J Q J JOB NO: 22-08314 SCALE : AS NOTED SHEET NO. SN 1 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS _\ INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" `= 6 x 6 W1.4 x W1.4 r W/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO a BE IN ACCORDANCE w/ ASTM . �-,IL� LL�I D7158-CLASS G or H, or ASTM D3161-CLASS F, IN f� I'I I I 12 ACCORDANCE w/ TABLE -I ' 1, I� I - -f J J I=1 I �I - 1jl (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) - II ITi- ITI I 118,r1 t I - I 8„ RESIDENTIAL ROOF SHEATHING -SEE INSULATION LE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES 5/8" OR 1/2" HIGH-� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER -� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n NOTE: EXTEND W1.4XW1.4 WWF OR ° DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE CN r - o i0 6 MIL VAPOR T=Po - BARRIER % 4 _z _ D � • — r2 COMP. SOIL. ° (COMPACTED TO 95% - _ MODIFIED PROCTOR I TTT- I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 NOOK (SEE " 2 STORY U.N.O. 4' 1'-8( ) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-i SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" 0 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS(71� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS 'SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN FOR CLARITY 00 _ z NOTE: 'FOR BEARING WALL N W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION D_ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4"I / "v GRADE 00 _ — — a • — — ,Q _ TI III III III _ _ (1) #5 REBAR w/ OPT. ' 1=1 I I IITI-1 I I- I I- 11=1 1=-SGREEN ENCLOSURE TYPICAL THICKENED S BLOCK WALL BEYOND — 14 O.H.D, RECESS Y z_ Cl) T ` 4" - EXPANSION JOINT MIN. EDGE L SCALE:3/4"=V-0" S3 SEEA/S30RJ/S6­_ -1 LLT 1 1OUT FiLL I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS c9 v � CV M -,✓i II II II II 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB &BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" A.F.F. O,C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" ELEV. 4-3 1/2" z 3 1/2" MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ' BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %"GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 31/2"MIN. I 31/2"(min. - 4" ILI-LI I III -jI Ij IjJ LI -I I- J.-11Tt1111T11 (2) #5 CONT. rrr r'-"r 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL as STEP as SHEARWALL "SHEAR WALL" SCALE: 3/4"= V-0" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. -2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) -INSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 10d NAILS �2x P.T. BOTTOM PLATE I6x6W1.4xW1.4 WWF OR FIBERMESH SCALE: 3/4"=1'-0" as�GUa 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING QCS j�E NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /' \ 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8"THICK. @ K.O. BLOCK 10d NAILS PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP (24" MIN. LAP] #5 REINFORCING SPACE ANCHOR FIBERMESH BAR o END OF 2" MPLFROM ATE WEEP SCREED INSTALLED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR _ L o c GRADE 40 MIN. F = 40ksi a e ' ° DJ s z #3 & #4 LAP SPLICE GRADE 60 MIN. Fy- 60ksi � C) — o o. FINISH GRADE oo 2 25" MIN. LAP [30" MIN. LAP] y ] g D _ _ —lilt— I — P 6 MIL VAPOR BARRIER - I � e ° -rR14 O° R 1 7/8 Uj �I I I — _ ° N #5 REINFORCING BAR 1 • #5 LAP SPLICE COMP. SOIL. (COMPACTED TO 95%MODIFIED PROCTOR ASTM D1557) rrr-rrr-rrr m- I\ 4" 1'4' TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 112" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT — • ' a INTERIOR 2X STUDS @ 24" O.C. U.N.O. -3 1/2" oL d T GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 tl! m WWF OR FIBERMESH c, E. d . C Il M 6 MIL VAPOR BARRIERTFLHM _ 11� 1 - I}�MTi M:L! 36" MIN. LAP [36" MIN. LAP] 10., #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX.�-v SEE PLAN FOR ii TOP OF BEAM (2) HTS20 - 2x4 P.T. PLATE 7/16" 03,13. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS z w_ Q Q j w J w o w w U) 0'-0" FIN. FLRjh (2) #5 CONT. -I igm ON 3" CHAIRS 1141, 1/2"(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1A N C WWF OR FIBERMESH I Cl) E 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 VARIE 1 1/2" RECESS FOR 6 x 6 W1,4 x W1.4 / 3" TAPC N ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS CONNECTION INFO; ° & LAYOUT DESIGN 4 -� a SEE ROOF PLAN -r �_ - - - -d E II„rIIIn,�,n� III a. d o d M FOR STRUCTURAL = BEAM SIZE & % �' d 4 CONNECTION INFO cou. . TLI: 2x4 #2 SYP P,T. FRAMING w/ =-11-111 � MIN 7/16" O.S,B. SHEATHING SEE A/S3/J/S6 1'��� 8" ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 SECURE 2x4 P.T. BTM. PLATE 1 4" w/ x 0 S q MASONRY WALL AND AT 8" O.C. PAD FOOTING TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD _E SQUARE CMU BLOCK BASE, CONTFOOTING STEEL MAT REINFORCING. `= . ' SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS 0 GRAD �) FILLED SOLID (SEE PLAN FOR _ SIZE AND REINFORCEMENT) to LU E• z_ w F- awo z BRICK PAVERS or SLAB PER p o `" _ • • • • s z_ / COMMUNITY SPECS " � - �� -.- - .:- . FOOTING v BEYOND PAD REINFORCEMENT—/3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 Cam+ - C_j 00 > N J c mc� C4 U L _ IL O :E M Cam- �. cn y c� m CU E o L_ � 3 3 �o �o,W ,. � . .� ,= „.g:� xj tom.. N a E �N tttti9` 1 i Nf0 �� .1, .�� p fv 4 A 01�. ' S 1 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N E a 8 V 6 C N 0 2 N rn��L N � •k � Q C —I LL W Mu a a Z -6c °' lY mc_p 0 p W of cR�pjO' m F LLZ Mzdr :^ N do � W O❑ V !`M N N z < Q M V) o C3 vr-D� LL � p U O w s V1 r U �.. ami • c: 0 r— co w 0! MZ M Z __j oLL _® 0 E U wa O U as bz Xz °. Z z ¢o a w 10-A? `n rd >� a p W Q S nU r = O O CO wa �O 4 r 0 q z a S > CO L / t� `O e) m `` a cc L_ N r N Y T V J m m �,(') 4-0 r +-+ CV ) T -0 C � 0) L / Q ^ N E N O z M M m c a E U Q p = C ° JOB NO: 22-08314 SCALE : AS NOTED SHEET NO. S3 (MONO) -LI 3 a v CV N J 0 I Q LO 0 M 100 O I N IA i o, O 4 C> i 8. f_ J La.. 0 V .21 i a 0 0 Q C> 0 a C) 0 r` Q 0 N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE r INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ + STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX :_// W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD-,, FOR DRAINAGE BLOCKING (TYP.) �--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. ,CE OF BLOCK WALL IS 2 1/4 TO DRAIN %_ -/ 1 EXTERIOR WALL WALL CLEAN -OUT q SCALE: N.T.S. S4 7 5/81, 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 rD S4, SCALE: N.T.S. S4. KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W! (1) #5 FOR CONCRETE PLACEMENT 1 8" STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGStF GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W! (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION -� _-_ _ - F_ - NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. tJ3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE w > O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR— - _ GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF <. GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \\GARAGE DOOR TRACK SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N,T.S. SFF 4 �O'w 2x CRIPPLES @ ---I16" 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 W/MOUNTING ANGLE FOP a ;ARAGE OOR 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 S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Dp OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" 0/C (NP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) v O/C FIELD ? n 2x TOP PLATE U)2X4 V 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)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. IN KO BLOCK AT EA. STUD SPAN PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE AIS3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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 . if8„ SPLICE STAGGERED -10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ IAI 16d TOENAILS TOY6PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND KISS FOR ADDITIONAL DETAILS SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS / SIMPSON SP4 LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED CD J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075#SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE % 2X BLOCKING I I 2X8 P.T. BOTTOM P ATE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 11 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. / STAGGERED A " 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) Em FEE ------ ----------- -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD S4 I'S • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN, PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN, 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. N N C �. oe o N CU v F-- 0 1 „ _ © 1_ ro 0 vn .Q cv r. o days rE�� C.> . _ a 3 2 m y a3 Ja E 111, ,j, �•CV C" U F L G ESSo ,Oe 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 - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. w W v EE Q V N C5 CM V Co (N b 2s�2s M lJi. Q C J S w u LL LL SSS , p J (rj w s m4 7 '� V7 0 N W 05 m 2 LO NZ a IL J N OU U Z W ❑ ❑ M N J N z g q C1 �V) Q) IIJ U O LJ s to C- N .a (� r rn U L ® ! .. 0 U R S N 10 t� o w z M u-U_ 0 o v ¢ �• E:� to O =mow x U zLlUG O E C:) p < d = w Z 1 g <o a mo zC'.) J f u N N N S � $ � Z aU W at T C Nw F F U a oLL } O W a ¢� V �I d°- u 3 iJ L O LO rn M Q cM � � N j T N Y � Y r U) CN m m LO r QI 4-+ N p O T N n 1 7-0 L T ^ i_ N E T c 0 z z E M a E 0 _j Q o J JOB NO : 22-08314 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS MAX. 9" BACKNAIL w/ (2) 16d NAILS �--n SEE STRUCTURAL NOTES AND NAILING UNSUPPORTED, MAX. P 7 SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, IF >9" SEE 10/S5 •- NAILING SCHEDULE FOR SHEATHING 45' ± SEE STRUCTURAL 45'± / DETAIL NOTES AND NAILING 2"x4" CROSS BRACE 2x4 CROSSBRACE SCHEDULE FOR APPROX. 8" FROM APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT z RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od / EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EA. END 48" O.C. @ LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1Od & (2) 1Od (NOT REQ'D WHEN AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ 3 1 () Od & SIMPSON H2.5A w/ (10) 8d FROM LEDGER TO TOE NAILS @ EA. END GABLE IS 4'-1 ' OR �\ LENGTH (SEE TABLE) SILL 1/2"CDX PLYWOOD OR d TOE NAILS @ EA. BLOCKING 2x FRAME WALL (SEE WALL SHORTER) // GABLE TRUSS ' 7/16" OSB SHEATHING E2ND GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING" 1/2" CDX PLYWOOD OR ATTACHED W/ 10d NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED @ 48" O/C FOR THE FIRST (4) ROWS OF 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS N LS O. 6. O.C. EDGES AND 12" 10dX3" @ 3" 0/C THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. AND 12 O.C. FIELD END TYP. TOP & BOTTOM ATTACHED �� O.C. FIELD EDGES AND 12" O.C. FIELD (2)16d NAILS "T" INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS ) � W/ 2 16d TOENAILS ( ) 2x4 ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. "" „ 1/2' x 8 J BOLT @ 48' O.C. WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM „ „ 2x4 T ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4'Xl 1/2 "SDS SCREWS TO 1Odx3" @ 4" O/C MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT INSTALLED PER MANUF. ATTACHED wl (2) 16d TOENAILS BLOCKING, FASTEN WITH 1Odx3" @ 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" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. 65 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) SHEET S ON S5 FOR ON SHEET AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS 00 � 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF xz 1 1 2 1 1 2 EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 0/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF 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 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SPZ 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. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -112" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 112" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION V OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) I I 2x4 "T" ON TOP OF PANEL Lid 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ j EXT. WALL CONN. @ 10dx3' @ 4 O/C (2) 12d TOENAILS �IL_� NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D 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 gL 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2)16d PER JOINT f— CONTINUOUS BOTTOM CORD BRACING 2"x4" MINA. SEEM/S5 CROSS BRACING DETAIL J 1 SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO.131 @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SCJ 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 . - • CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T,S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. �,15� S5 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) • EXT. WALL CONN. NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" U-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L ` DBL. TOP PLATE STUDS @ 16" O.C. ONT. BEARING 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 END JACK 1 V-0" MAX. Cr C � 2 ^9 Y CORNERJACK U Cr w z M O U HIP FRAMING REFERENCE PLAN 0 z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C `-MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH 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 REQUIREDZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN �L� 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL�6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MC g oMIN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N N d a* cw t-� o ( o := C au w o � o L) d [ r O V C, CV � m x = LL 4 o� Q N N das� y E c d c� d "> y c -T ..-. N d -n E o rt U \�JJI QI , eft" • ' N v CJ� ��� (}` ` • � ✓ = U Y F L�' 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 F Q ci a) o t 6 tnrr�� �i w Q LL W U oU n W z —ern o_ jMN(O 0 W T m co 0 J 'n M z Q N .. O U � 0 Z W ❑ ❑ (r) z C, e J � n M V) z U 4'1.1 LL � T n w M � V Ou, o V) r_ N �A U c uJ r— _ E i ., —o Is I < o w Oo co o� ('% x � u 14 z o� N w T r� �, o > MG P ZLL z5 cn °1 , ° a� sZ E Cl)w o Z JU W � o N= x� U a o gg O � w C O 0 E, > (D LO4i � r1 Q 0 � � N co j N N N Y � T 0 m L0 4-J T N b I � N ` O) V)T E c o z E co Zia a U ¢ p o JOB NO: 22-08314 SCALE : AS NOTED SHEET NO. S5 Cn 3 i a rn LO 0 c� cV M cV 0 J I Q rn Ln 0 s CV M J M 0 I L0 0 a C) N E 0 C J Li rn pV U U 0 i r1 0 J a> LL CD CD I- 0 0 Q 7 A DOOR JAMB (REFER lx4 112" DRYWALL DOOR JAMB (REFE;f1x8P.T. 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T.TO PRODUCT APPROVAL FOR C APPROVAL FOR CONN. APPROVAL FOR CONN. r 1 x4 P.T. 1 x4 C 1 X 4 I_ FURRING 3-1/4" LONG X 3/16" 0 L FURRING 3/16"� X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON 16" & 4" O.C.C. 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO FROM EACH END MIN. 2" EDGE DIST. ATTACH 2X8 PER MANUFACTURE MASONRYTHROUGH �� 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 2x4 1/2" DRYWALL DOOR JAMB (REFER*2" EACH END W/ MIN. TO PRODUCT TO PRODUCTEDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"x FOR CO (2) ROWS 3/16" x 3-1/2" 3-1/2" TAPCON @ 16"APPROVAL O.C. & 4" FROM EACH 1x4 TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST.4" FURRINI FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1063" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS r 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.) 1/4" MAX ,2'-0" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WOW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WOW. 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 BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B1 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO .} 2'-0" 8" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TI INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK'�� SCALE: N.T.S. SS 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 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK (1 ±5A NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SOS 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'/2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY-J TRUSS COMPANY OR 2x4 000, #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4'Y�" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY KT SCALE: 3/4" = V-0" SS 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. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" 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: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. pp * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ p ° _ " COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL_. FURROW. REINFORCING PANEL __- SMOOTH. DO NO F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o, FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP / g G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: c.t ° " ' REMAIN FREE OF MORTAR. _ z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT A ° SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. do 11 J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07,28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. LFILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ` DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. ` #5 REBAR (TYP,) ' ,R 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TD. 90° HOOK (TYP,) ` 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON (4) 1/ HG2" SIDS A @ W O.C. wl (4) 1/4x1 1/2"SDS SCREWS ' +2 NOTC F� @ FIRST COURSE fHE ` ` S INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 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 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. ('*) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT S FO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?XO + + 44,37y + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 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 SFF 4HFFT n9 ANin SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3- - , } z 0 U) a 0 Uj a I- 0 a U) FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •° OVERRAN a RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-01' 51-011 I INISH FLO • , '. • .. 1-0'. . � ' .► � • • � #5 BAR ►' " . 4 b.,` • . .• CENTERED W/ g o :' • • . .' 1 IN TOP 4 • KNOCKOUT / EN a • CHAIR BLOCK MONO FOOTING , ,• SIZE AND REINF. PER PLAN •. AND SECTION DETAILS CLEAN FILL .> • • DIRT z ••• A STANDARD o 9(1 HOOK N #5 BAR IN FILLED CELL , �s STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM, DRILL 3/4"x5" MIN, HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. crJ c•. , C-u Ir= Cy 2 N j W N q O' a N y p CL :E N V E c � Ip4 o � w c N a 16 --2.-+ U W j •. cu c G � E o Q U l fv C� .+ ►u `� .. Oc, w To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. c� E 4 8 6 N tn��z? S # H M a s6 u Q Cq wa gLLu- Z _ ° CL W..@ 04 O 8 0) m W Z U-j LLN N Z d J Z O U W _ W ❑❑ CD ; u2 r M *D V,C1 a--+ " .� U O L1J C_ N INI^ W ® H J u 5 0r• Ly o ;K 0 �4 >� o U r� O a iQ O a N t ¢o oW ¢w r9 C C z S yx o Z " U) q u Z. go aL¢ W J CD �° O = L ! LO Q Fes- N T N i Y � r m m LO <I �-+ N () No O � N � � Q ^ r E M N o Z z E M a >J � Q o 0 JOB NO: 22-08314 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS .., ` .."" 1 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 LV �3 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE , CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -/—WOOD TRUSS — A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. - ADD 2X4 ALONGSIDE --- - TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS 8 U.N.O. ON ROOF PLAN NOTE: PE DING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1Od 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) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) 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 \ (2) SIMPSON HETA20 w/ (8) 10d EXTERIOR SHEATHINGATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE ,K WALL SIMPSON MSTAM36 w/ (7) 10d 2x SPF #2 USSES GIP y & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. 0 (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 1 Od COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( BEAM "RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS )IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE 2OOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO -- 7/16" OSB FLITCH PLATE --� SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULE/PON LANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT / SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=V-0" L.SEE PLAN L. FOR CANT. --7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C MIDDLE BM. SPLICE OVER CENTER OF POST KNEEWALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD -TOENAIL EACH TRUSS TO NAILER W/ (3) 1 Od 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. BUILDER FRAME RADIUS AS REQUIRED ENTRY FRONT WALL SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS v OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO ZSEE 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 FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS VARIES ti 2x STUDS @ 16" O.C. lipROOF SHEATHING SEE 1/S5 FOR (0) 1Od ATTACHED PER ADDITIONAL SEE PLAN FOR w/ SIMPSON SP1 w/ 1 ��— 81 NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON NAILING SCHEDULE � OUTLOOKER SP2 w/ (12) 1 Od NAILS AT TOP 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING 4" O.C. INFO. 16 O.C. W/ 4 12d INFO. () —�/L— � COMMON TRUSSES. � ATTACHED PER � 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON _ NAILING SCHEDULE \ \ TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 1 Od NAILS / r EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS INFORMATION. AT BASE SEE J/S6 FOR h ATTACHED PER NAILING SPF TOP , GABLE LOW ROOFNVALL-- (2) 12d NAILS TO EACH VERTICAL BOTTOM CHORD PLATE MORE INFO. STUD) SCHEDULE TRUSS SHEATHING ATTACHED - -- \� VARIES SEE PLAN PER NAILING SCHEDULE " 2x BASE PLATE W/ (2) 12d VARIES W/ FOR WALL LOCATION " 1/2" PLYWOOD — -- 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ \ \ ROOF SLOPE r SIMPSON LSTA30 w/ ' SIMPSON NAILS TO BLOCKING d x 22 10d NAILS OR (2) 16d NAILS TO i -, EACH COMMON � BELOW 16" O.C. WOOD WALL � � � SIMPSON MTS12 w/ i r � I' @ OR TRUSS. - —2X4 CONT. W/ 2 �/� — MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING () Y 16" O.C. W/ EXTERIOR TO FLOOR GIRDER TYP TOP &BOTTOM SEE PLAN 16d COMMONS r "' "1 NAILS EACH ` SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & _ • MASONRY WALL BELOW: SIMPSON PLYWOSEE PLAN FOR (3) 12d TOENAILS TO a.. HETA16 w/ (9) 1 Od x 1 1/2" NAILS @ FLOORING -- TRUSS OR OIL v PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. -- - MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM — FLOOR GIRDER W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. _j MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION -COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE \ 16" O.C. MAX. �' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION @FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL 7 SECTION ENTRYrWN�CONNECTION 22 SECTION AT HIP GABLErj_-�2SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS DETAILS &SECTIONS N� 0 e+.a Go hJ c> O C o ra 3 = °I �oFC< a1 a) n � - c E o a fill,// •� 4zV :' J � T- OF Ito U �O 0 F L 0 "OFESSION�\��� 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 - Resldential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. v► E a S �$ 0 OW C (A 0 H (nN0� Q C J LL u _j LL a a = -o Q, X W Z c-, Z ¢ J 0 N O U 11 El Ur N c^� `(SQQFh�'j Q p n- 10 P1 to z y J�•'Ll`+y v w � U C) O w g S v� U Le L Y 4 Ly C7 t Ii E o Goy Fj 14 a 0 z® w r "o mo o E �° z N Qo �� mw �I � mf Z& z, v �ja i 0f U 3p �LL J o = I o ? O B � Lno� LO Q c� � � N m LO Q� O N b o d' 0) T L1') a; E C N z Z M a E ci _j ¢ o JOB NO: 22-08314 SCALE : AS NOTED SHEET NO. D 1 FOLD UP WEATHER \_ RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER ��--r WINDOW UNIT WEATHER DOOR ROUGH OPENING / �Y / SLOPE RESISITIVE C11d 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 coo BARRIER i WOOD FRAME CONSTR. P g P P TAPE ��; j EXTERIOR SELF(0.6 cm: 30.5 cm) include flashing as described in Section R703.4. as -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. 3 / SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING c� j OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. 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 ofLW (ASSEMBLED WINDOW) O NAIL BRAND OR EQUAL WEATHER EXTERIOR � L z O NAIL B AND ORE __--CENT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means -WEATHER 2 - of draining to the exterior water that penetrates the exterior cladding. >N°'" RESISITIVE /� SELF -ADHERED FLASHING BUILDING PAPER Manx c"-a. z In BARRIER SEAL TOPS OF JOISTS 1 W WIRE LATH R703.2 Water4esistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or d / UNDER DECKING SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied SELF -ADHERED FLASHING (SEE DETAIL WP07) - PP PP 9 p pP L 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 o -_ inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The �� 3 HEAD FLASHING TIE-IN INSTRUXTIONS: .� 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 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND e flashing installation C, MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over AND WATERPROOFING METHODS TO weather resistive barrier 3. Fold weather resistive barrier back over head wood -based sheathing, shall include awater-resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade BE USED. flashing and seal with tape 2 2 Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Scale:Aim SELF-ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW EXTERIOR DOOR WITH DECK - SECTION A , CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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. EXTERIOR SHEATHING MECHANICALLY FASTEN IF - RUBBERIZED RUBBERIZED ASPHALT N 3/4"-1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE o EXTERIOR SHEATHING INSTALL SELF -ADHERED ASPHALT ADHESIVE _N -� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be PLASTER CEMENT THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING PLASTER UP JAMB 6". USE LIQUID NAIL BRAND FLANGEDVNNDOW applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL DRYLOK CMU - MASONRY BLOCK / OR EQUAL WEATHER PROOF CAULKING (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 0 EXTREME REFER TO TECHNICAL --- SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. LETTER ON CHEMICAL ° O RELEASE PAPER P ry y P g 9 P WINDOW COMPATIBILITY _ Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING ° ° °% = 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 4) SEALANT JOINT EXTEND A MINIMUM 3" RELEASE PAPER TO EXPOSE WINDOWBUCKTO ° ° EXTEND VERTIDAWNLLY U ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashin s WINDOW BUCK- • • • , g P Y 9 Pp 9 2) SEALANT JOINT THRESHOLD 5) SEALANT FROM \ INSIDE EDGE OF z 3 shall be installed at the following locations: WINDOW FRAME/'x/WINDOW BUCK j SECTION -A (SEE DETAIL WP02) ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall cn MASONRY--------- ATTACHED % SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings ° e ° ° shall comply with AAMA 712. Flashingat exterior window and door openings shall be installed in accordance with one or more of the v _ PER CODE s 6) TOOLED SEALANT REQUIREMENTS � 2 following: 22 BEAD BRIDGING 2 / - Q CLADDING AND WINDOW - 5 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed in the fenestration FRAME-------� � SELF -ADHERED FLASHING To the best of the Engineer's knowledge, information and belief, 3) SEALANT WINDOW FRAME T - NAILING FLANGE g PP g g WINDOW BUCK ALL THE WAY 1 2 4 manufacturers instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details theslructuralplansandspecificationsconteinedwithinthese LO AROUND, INCLUDING SILL. are not provided, an flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or drawings comply with the 2020Florida Building Code - r20 i P P gg Residential 71h Edition. Engineer's signature and seal is only for % 2 SEAL TOPS OF JOISTS 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for the structural engineering portions of the drawing pages bearing DO NOT FLASH OVER i Engineer's signature and seal. o UNDER DECKING BOTTOM NAILING $ (SEE DETAIL WP07) 2 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. w E SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. a g -, 8 � - I 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 0 N FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW I EXTERIOR DOOR WITH DECK / INSIDE CORNER ,(0 H 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under ,� M Z ZR stucco copings. 4 LL Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. z t a 0 4.4.Continuously above all projecting wood trim. W N 2, 0 Y SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. Z � N z° d LO ' - 1 6.6.At wall and roof intersections. -UN " Q J Q - - 7.7.At built-in utters. izu Water Resistant Barrier g ❑ ❑ rn - n JAMB, SILL AND HEAD DETAIL Lath L'-' APPROVED SHEATHING -,- SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL = c APPROVED HOUSEWRAP - PATCH STRUCTALATHTVVINTRACK 2.5 F- �N Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME ~� T APPROVED FLASHING TAPE - DOUBLE N 'V' SEALANT SOCKET WITH - JOIST - -- - 7/8" Cement Plaster TOOLED APPROVED SEALANT-/ - _ SINGLE woOD BEAM i in accordance with - 7/8" Cement Plaster J �� '�• 1 Foundation Wall JOIST BELOW SELF -ADHERED FLASHING ASTMC926 in accordance with V SELF -ADHERED FLASHING ASTMC926 Q g 2 ° Felt backed metal to c =' lathe in accordance Felt backed metal, 3" MIN , with ASTMC1063 lathe in accordance ,n SELF -ADHERED Tr! SELF -ADHERED ,U 4 Y i with ASTMC1063 E a FLASHING FLASHING O 5 Building Paper Building Paper c� � �t • 7/16" O.S.B. \ z -0 SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING sheathing �\ \: she O.S.B. t� ' �\, , , sheathing EXTRUDED SHOULDER DECK JOIST ' OUTSIDE CORNER �' j FOUNDATION WEEP SCREED 1 Mashing z Weep Screed C Q w Installed As Per E < \ SELF -ADHERED FLASHING 2x FRAMEWALL ��� p = ►`° C -0 �' Manufact. Specs. _ ,! � < o Stampede or similar 4 <n (V a n ' PRODUCTS DETAILS STRIP OF SAF LEGEND �- Maintain o K= ly �� E TILE FINISH \ SELF ADHERED FLASHING (SAF) Bottom Of (� cauk bottom a 0 Y - DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT ` cq Z ~ Q \\ BARRIER (WRB) - Weep Screed joint onlys w 1 1/2 to 2 TER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO w i BOND BREAK WRB BOND BREAKwEATHERRESISTANTBARRIER- Above Roof Weep Screed Z N j �w = WA Q 1/2 DUROCK _�� \ SELF FURRING (SF) LATH b0 a a> a PER THE FBC RESIDENTIAL 7TH EDITION (2020) - ¢ I PLASTER ACCESSORY - g Installed As Per Nw 1 t I SHEATHING,'OSB', PLYWOOD, DENSGLASS \��\t�LZ sheathin \�_-\ U SF LATH Manufact. Specs. V-4" PER PLAN Z J �O _� Ir Inc CC, o� Detail Instructions 1-0 PER PLAN THE VERTICAL WRAP DP WRB ONTO `\ 1/2' Cementitious:� `� Refer to the number marked as �# in each detail that corresponds to the I SURFACE TO TOP OF Cement Plaster Decorative Finish numbered items in the list of instructions below: - FLANGE AS AN AIR In accordance O = \ BARRIER with ASTMC926 v �,• _ ___ --- All inside and > (� SLOPE _ 3-1/2" INCH FLANGE over wood 2nd �' wv�� .,o,, i outside corner will ^ L � 1. Install self -adhered flashing in order as shown by numbers 8"CMU 4 - . � � floor N 2. Install flashing and weather resistive barrier to form water shedding _ = ' �e,� i need to be miter Q LO laps 4" OR 8" CMU - - cut and caulked all [L P PER SEAT DEPTH)------ ''0•u o•` butt joints need to I--- L 3. Self -adhered flashing can be substituted for building paper ( ) - _ - Z Z t I �STRUCTURAL FRAMING s,•�,o �,q•. - � --L. �'" becaulked using N M 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT a a _ I i STRUCTURAL SHEATHING ° ' Stampede or sim. N embedded in the adhesive la layer) for ease of installation and to ��- �- p --i r caulk for all y ) � � w PLASTER STOP THIS GAP IS A RESULT OF STRIP OF SAF Y T minimize scoring cuts d a NATURAL SHRINKAGE ,-- //� o-81 N 5. Remove all release paper per standard installation instructions and k, ��: = w CONTINUOUS BACKER DO NOT SEAL. - - DRAINAGE PLANE WRB m a--+ 00 -92 IT_ adhere to substrate using a square piece of flashing material (6" x 6" U ROD & SEALANT DRIP SCREED PLASTIC LU --BOND BREAK WRB j O N 0) N Minimum) SLOPED MUD BED- -rt� ACCESSORY I \ /' I ^ ¢I o O 6. Fold as shown by arrows - ¢ -SF LATH -0 N O 7. Angle of corner may vary, adjust folding of the flashing accordingly to cwi� . T L0 VINYL SHOWER PAN o / r Q T a fit tight to corner = A J II Note: cn a�-__� ��, S 8. Mechanically fasten as necessary OPE _; _ - -- �' _ �� : ;� ' The building paper and metal lath must be E N �; Z St - - - - Cement C installed over the top of the weep screed. E M D ;; PLASTER STOP A Plaster ii 0 Q o over block tit CONTINUOUS BACKER ROD =✓ j & SEALANT 1 st floor JOB NO: 22-08314 CEMENTITIOUS FINISH SCALE : AS NOTED a SHEET NO. S SHOWER SEAT � SOFFIT/CANTILEVER � ' WEEP SCREED DETAIL WP SCALE: NOT TO SCALE . I I 1 _ II I I LI. I I if I __ I_ I I ! I II-- AHURR'1�lVE4 Moltnting Brackalls (1 d Gauges 4-1A2'x 4112'x 2-12' `� T 1� Back Cross support (May he cur to W) Stir Ancnor Schedule IRight Bracket (1(3Gauge) 112''Dia. A32S iTyN,) *t4 Self -Drilling Screws 1 as�sH • A/C Unit Burturn Edge e Hurricane Strap (Typi I.3 in (ront) Washers Front Cross Support Self-L-acking, Nuts (May be cut LOW) Left Bracket (16 Gauge) p 14 Self Drilling Strews Thru Brat kets 8 Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) VA Lu. mlult"-ri aurrsuzuw arc raniileI Luis < h Itic t,UiS, Air Rcui [tale&SmA Oaamelep eeadifile arpgn /afewist f fee wiu appiyl Florida Depardnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs 1 of 1 I?it M2071 Si492 Entity or LAI Date 2992til Pitt Mail Version Ganrfacfurer 0011 lnmrwu&Lkellas Validated By V,ldamd tAINIII g ilQAKLM Approval eau, Affirmation 2020 sin, d Vent Pradude, Inc. Moen Graham Hamea F nano P.E Lmkt eawdrn P.E 1211OM20 12/182020 12281M20 Approved Caleg«y: Souausl Canpalents (877) 441.8368 PE-7s77B (334)3W-1800 SLbraUpoM• PrOduds htmduced as a Result of Into@smartVenlcam New T.&-lugy Cwmolin- Method- E.luuh. Report bum a Florida Roglr.red lvohltect «a Licensed Flprds Elul Proressional Englneer Raga hodud Moir. IManbr orKIM pwzsi2uojw_n QUNIMAeaurend co4xl Earadan pal. Approved for Use Amwoved in HvKZ 2&wo for Usa HVHt know R,,ilt,,d 00.1an lemmure 1 9madvge Modela'1540510 Dual Funetin Flaodand VenU:,Vw Vnt 12/31/2023 Y_ Yes NIA .100Fioo 2 9meHVnt Model M1340511 rhea Function Flood end V�M m Vert) 12/312c23 Yes Yea NIA •100AWO 3 emadvent MI t1540520 neulasetl Flood Vent 1201/2023 Yea Ycs NIA .100E 100 4 9m.dVnf Model i1'H 52, In it. Flood Vent IMIP023 Yee Yes NIA 1t00A100 5 Smadvnt MCtle1a154(} 524 16&wot; Garage Dear Floes Vatt 12/31/2023 Yes Yes NIA NIA 6 SmenVant Model #1540570 Wood Wall Ineismil Flood Van( 12/3112023 Yea Yea NIA v10W 1co amarlVnt Morel a7540.514 14 S&grdl: (limp Door Flood Vnl 12/112023 Yes Yt9 NIA NIA Florida Department of Business & Professional Regulation Par 1 al l Building Codes and Standards In4r2o2I Product Approval Application Detail c s inn I d.' M - .1b -' r"d Al R 1.1 n i 3y S -. �&-W9.v Xw S W P* v +r 1 lti a1 r9RA'r d .4h'�Av ,. ,a t' + Y d 'leis ,a ✓. v4 'H" � nr.:� � - ',. fN'�M r� 4 «'1 , rE;h.'"5 '�:' [ ,zf5 �� Y °'� ✓.� O+c �i".may"" $.:. � .J.. ,. - ,+'l,,.sas.a:G..:.2 c�.2`R1. ..�•1,. 2891 entry Of BMt w M Do, rental 9Mt ]age Yemen ttivertact.- valuated by Vend C )submitted FBC Anions Aom.md Rita R-on 2030 Drexel Metal, fir. Jason Shumate ZRCnAry R furred LOCK,, 8aa/den PE Oana2a20 08109r0ozu 0812WO20 101132a20 Apm-d Category: Roofing ,b021303.1511 PE-74021 (334, 3p0-taco subcat gDrr. Metal Rooing lanumeml$bexmet coin Ccanpemr, Mahod: EvaUslon Report from e PI«Ida limp and ArdhRed «I L-r.d FIorIM P10.111.4 Enonoer FLSIIM4%B Products QUOYAaGaalca Approved for US. Aoutoved fa Uri Impact pastor aeg p h«Act Mods. NLaMa «Name Pf oduot 06.0dw on Cadrad ExiiI l«1 Data lalDlRZ olltsdtf11Al2 Restslar LLlsau131 1 IXexe1 Melee Ru011ng Sym- OMC 100NS4 DMC I60SS., DMC 175S, DMC 2008, 12/31=5 Yes No NIA *0/-180 DISC 5V Florida Department of Business & Professional Regulation Pepe 2 of A Building Codes and Standards 1125=22 Product Approval Application Detail 1 1 10R`5 Ra10`J" q�i'yKr�'�y.'iYyip} +y, �' 4.-.,'.^ i�-y�, � -r+ p� . �[, iy�1��,.,+•4 �'"i ) p�W ,1,"''i to /,gyp. Entitle Of 20 Dix Dan Pendlne 2a Type version Manufacturer Contact Eno Imser&LicenseyalWAteillit( validated Subm ltfed FIEC Approval Approved status Revla- 2020 Tlermial Corpareuun Steve Jasperson Lyndon F. Schmidt, P E Ryan J King P.E 0411 W021 12I31/2020 0422/2021 06/G&2021 Appnwed Category. Exterior Doors (8m) 843-7828 PE-43400 (813) 767 8SS5 SubCetseOry: Swinging Exterior Door Assemblies a jesplem.nUntfie-ma t. rn Compliance bletftotlt E""'i Reportfrom a m Flrida Registered Architect or a Licensed Florida Professional Engineer FLa12046/4fa Produth Du611ty Assurance Acproyadlor Use Agartivadfor Use Imps Daslan +ea A Product Medal. Number or Name Product Description Contract FXelrstlon Date In HvHZ Outside NVHZ Resistant pressure 1 a Therma-Tru FlbervClaselc and Smooth -Star Nominal 891 iiquot,lmpacAquot, Opaque 12/31=22 No Yes Yes N/A C.pmpoetn Edge Fiberglass Single Door (I nswngl0utawhgl X configuntlon) 2 b. Therms Tru Flber.CNssc and Smooth -Star Nominal 69039;15 &quottripact8quot; Opaque 12131(2022 No Yes Yes WA Composite Edge Fiberglass Single Door with 8,delta(s) (Insvnng/Outowng, XO, OX. OXO confiqu.b.-) 3 c. Therma-Tru F,ber-Clasuc and Smooth -Suer Nominal B&M3Q8 tiquotlmpact8,quot Opaque 12/3112022 No Yee Yea WA Composite Edge Fibreglass Double Door win at without Sidehilm (Inswing/Outswing: XXor OXXO configurations) 4 it Therma-Tru Fiber-Classo and Smooth -Star Nominal 88N300 &quotlrrpecAguot; Opaque 121312022 No Yea Yea N/A Composite Edge Fi berglese Sind a Door (I nlwngJOutIvAng; X configuration) 5 - h. r e Tnarnv-Tru Flber•Gassc and Smoc:t Ss, I Opaque 2 1 2 rip Nominal &8a390 u0t act& uo 1✓3 202 t OP it 14.1 Yes Yes NIA ib l Composite Edge Fiberglass Single Char with Adel e`(s)Onswng/OubwnS. XO OX«OXO confgurstidns) 6 fThermo-Tru Fiber -Gams and Smooth -Star Nominal e&e39; IlLcluotlmpsot&quot; Opaque 1213V2022 No Yee Yas NIA Composite Edge Fiberglas. Double Door win or without Seelnes (Inev ing/Outawng; XX ow OXXO Configurations) 7 g. Thane-Tru Fioer-Classic and Smooth-3rar Nominal 88111 &quotlnpact&quot Glazed 12131=22 No Yes Yes WA Composite Edge Fiberglass Single Door (I nswrg/Outawing Xconfiguration) 9 h. Therms.Tru Flber.Cessie and Smooth-Smr Nominal 6901 &quotlmpact&quot, Glazed 121'31=22 No Yes Yes NIA Composts Edge Fiberglass Single Door wth adelte(s) (Inswng/outswrg; XO, OXor OXO configurations) 9 1 Therma-Tru Fiber -Class. and Smooth -Star Nominal SAil 8 8iquotlmpactiII Glazed 12131=22 No yes Yas NIA Composite Edge Fiberglass Double Door wth or wthout Sdelita; (I amrig/OuGxwn9: )CXor OXXO configurations) 10 j. Therma-Tru FIDer-Clew. and Smooth -Seer Nominal 8&a31;0 &quot;lnytact&q-t; Glazed 12/3l/2022 No Yen Yes NIA Compost* Edgar Fiberglass Single Door (I nswngJOuhwng; X configuration) 11 1 Therma.Tnu Flber.Classlc and Smoolh-8tgr Nominal a&rf3g;0 &quotimpact&quot, Glued 1213112022 No Yes Yes NIA Composite Edge Fiberglass Single Door Win aidelte(s) (Inewrg/Oulawng; XO. OXor OXO conf l"ref reform) 12 1 Thermo-Tru FleaNChive and Smooth -Stir Nominal 8903910 &qua2lRpset&4uot Glazed 12131=2 No Yes Yes NIA Composite Edge Fiberglass Double Door wth or wmout$delit@. Onsw+nglOutawing, XX or OXXO configurations) 13 m Therma-Tru Flbar-Claask and Smooth -Star Nominal ftil 8 &quot,lrnpact8quotl Glazed Molded 12/314=2 No Yes Yee NJA Open Composite Edge Fiberglass Single Doe (Ins-nit/Oulswlrlp; X oonnguraUon) 14 n. Thernn.Tru Plber-Classic and Smoeth.Star Nominal 6&039.8 &quotirnpactsquot; Glued Molded 121`31t2022 No Yea Yee WA Open Composite Edge Fiberglass Single Door wth Glazed Molded Open Sldelite(s) (Inswtng/0utsWng: conf XO. 0Xor OXO guratiarns) 16 rmlasp o. Thea-Tru Fiber-Cand Smooth -Star Nominal 6&a39',8 &quaOrnpact&quat Glazed Molded 12131=22 No Yes Yea NIA Open Composite Edge Fiberglass Double Doorwth or without Glazed Molded Open Sidelitea (Inswrg/0u14wirg, XXa OXXO oonfiguretlons) 16 p. Th.-Tru Fiber -Classic and Smooth -Star Nominal 8Be39;8 &quot;l mpactaquot; Opaque 12r31,'2022 No Ye. Yes WA Cam posts Edge Fiberglass Sigle Door rMth Molded Open Sdelde(s) (Inswing/Outievnp', XO, OXor OXO wnfipurabons) 17 q. Therma,Tru Flber•Cleasc and Smooth -Star Nominal 69a39;8 &quotl mpacttiquat; Opaque 12/312022 No Yee Yee N/A Composite Edge Fiberglass Double Door with or wthout Glazed Molded Open Sidelines, (Incwng/Outswi g, XX or OXXO conleuratio lc) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pep. t d 1 2U IA121 Le1Y EOMLQE gas 2KA Date Pendim gal Mail VMI«t Nmufmtuta cameo[ VaMaed &I Validated atpMgtd 1`8C Approval Approved I M& ReASia1 2020 PGTlnduares Jn, Ro dr! Mend -Cede RCCO -CER h6mi-Dade I1CC0-VAL 1111920N 10282020 1124rN20 Appvoro(j Ca.gory: Exterior Doors (941) 486-0100 t786) 315-7590 subCr.gory; Sliding Exterior Door Aaaembrec lrwawakl(gpghnasine*.p Complianoe ►IYtroo; Corti on Mark a Ustlne ors PLAMA31Pseuds Duaay Assural Approved for Vas Amroved for U64 Impact Rift §ag$ Product ModaL Nsarba « Name Rohn Desonodon Cnulract Eydraion Data e, HVHZ Quildifis HVMZ Resistant Proswr. 9 9GD6570 (Large Mail. Impact) Vinyl eliding IN .. Door 04/14/2021 Yn Y.a Yes NIA May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underla ment FL12328 N/A 6/2912023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 Er ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/3112025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following inform ation must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Prg.I of Building Codes and Standards IQS0022 Product Approval Appllcadon Detail y ,t[ 9292 Entityor fmt! jet! DatePandlna am version Manufacture )contagt F,QQlneer & Llcenae Validated By vaidagg Submitted PBC; Approval Aomyed AMU Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, RE Ryon J Icing, P.E. 07/2312020 07/12/2020 07129/2D20 10/1312020 Approved Category; Enerior Doors (800) 843.7628 1IE_43d09 (813) 767-6555 Subcategory: Seirgirg Exterior Door Assemblies cjaspersoncithermatru co Compliance Method: Evaluation Report from a m Fluids Registered Archtect of a Lloensed Fiorito FLY204MR3 Prfesebnal Engineer PTddu6M Sad 9 Product Model. Nem ber or Name PfddUdt Description ouallty Assuranee Contract EXDlrabon Dote A-rovedfor Use Aooroyedfor i HV Use OOwtaids HVHZ Reif Dayton Pril 1 a. Therms-Tru Fbn-Class. and Smooth -Star Nominal 8&a38.8 Squot.lmpad6quot Opaque 12131 r2022 Yes Yes Yee WA Composite Edge Fiberglass Single Door (I new WOatswrig; X configuration) 2 b. Therma-Tru Fibsr-Clessic and Smooth -Star Nominal 8&N39;8 &cluctlmpactiliqum, Opaque 12/31/'2022 yea. Yea Yea N/A Composite Edge Fiberglass Single Door win Sidelte(5) onivvinglOutimeng; XO. OX or OXO configurations) 3 c. Therma-Tru FAter•Clai lc and Smooth -Suer Nominal 6&039;6 8quotlmpact&quo[ Opaque 12/31/2022 yes Yee Yea WA Composite Edge Fiberglass Double Door with or Without SS"It" (Inswng/0ubawing', XX or OXXO configurations) 4 d. Therma•Tru Fieer•Class. and Smooth -Star Nominal 8da39, 08qud;impactiLquot. Opaque 121312022 Yes Yea Yea WA Composite Edge Fiberglass Single Door 0nawngl0utswing; X configuration) 5 eIherma-Tru F,ber-Claterc and Smooth Zir Nominal 89#39;0&quobimpect&quart Opaque 12131 r= Yes Yee Yes NIA Composite Edge Fiberglass Single Door vAth Sidelte(s) (Inev,ing/Ouulr.ing; XO, OX or OXO configuraton.) 6 t Therma•T'nu Floor-Cnasic and &rloo[fl•Ster Nominal 88039,08uitioLmpaQBquot Opaque 12)31 r2022 Yes Yea Yea N!A Composle Edgar Fiberglass Double DooevAth or wthout S,delitee (Inswrg/Oubw rig. XX or OXXO ..Yfig u.b.-) 7 g.'The,ma-Tru Fiber-Class.and Smooth -Star Nominal 69a39;88quot;Impact&quol, G1920C 12J31/2022 Yes Yes Yes WA Composte Edge Fiberglass Single Door (nswngl0utewing; X configuration) 8 h. Therme-Tru Fib« -Cass. and Smooth Star Nominal 6&a39.8 &quoit:Impact&quol, Glazed IM112022 Yea yes Yes WA Composite Edge Fiberglass Single Door v,,th &delbe(s) QrrewngK)utslMng; XO, OX or QX0 configurations) 9 i. Therma-Tru Fiber -Classic and Smooth -Star Nominal 09#39.8 &quot Impact&quo1; Glazed 1 J3112022 Yes Yes Yes WA Composite Edge Fiberglass Double rinor wlth or Without Sdelltee (InevIrng/Outliving. XX or OXXO configurations) 10 jTherma-Tru Flber-Claedc and Smooth -Star Nominal 8&e39,08quoLlmpact8quorl Glazed 12131 CO22 Yes Yea Yes WA Composite Edge Fiberglass Single Door (Inoeing/Cutavnng; X configuration) 11 K Therma-Tru '1W.Clasiic and Smooth -Star Nominal 89s38;0 8quot,lmpect&quot Glared 1213112022 Yes Yes Yea N/A Composite Edge Fiberglass Single Door YAth 9delte(s) (Insw it(YOuts ing; XO, OX or OXO configurations) 12 I. Thermo-Tru Floor -Chas, and Smooth-Sar Nominal 84113or-Umpaf&quot Glued 12/3112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door With or Without Sidalites (Inswirg/Ourefwirlp, XX or OXXO configurations) 13 m. Therml Fiber-C"SIC and Smooth -Star Nominal 6&939:a SquotimpactBquol, Opaque 12J31/2022 Yes Yee Yes N/A Composite Edge Fiberglass Single (Door wth &quotNon-Impact&quot; Sidalits(s) (Inswng/0ulsvnng; XO, OX or OXO configurations) 14 n Therma.Tru Fiber-Clasck and Smooth -Star Nominal 88e39;8&quotlrrpaeMquot; Opaque 12J312072 Yes Yes Yes N/A Composite Edge Fiberglass, Double Door with &quocNbn-Irroact&quot. Sidelite , Itnswrg/Outsw rg; OXXO configuraton) 15 0. T1lerma-Tnu Fiba-Classic and Sotooth-Star Nominal 6&N39.D 8quot lmpact&quoL Opaque 12131/2022 Yos Yars Yea WA Composite Edge Fiberglass Single Door wth &quotNorl-Impaf&quot Sideliti (Inswirploonawirp; XO. OX or OXO config unatlons) 16 p. Therma-Tru Fiber -Class. and Smooth -Star Nominal 8&539;0 dquot;lmpact&quot; Opaque 12J3112022 Yes Yes Yes N/A Composite Edge Fiberglass Double Door An liquor;Non-Inpatlaquot Slsllbas(InsWing1Cu1sw 9; OXXO configuration) 17 q. The-Tru Fiber -Classic and Smoothh-Shr Nomin*188939,88qupt;Non-Impaci&quot Opaque 12J31/2022 Yes Yea No WA Compesde Edge Fibergism Single Door (Inswrrtljoutswnp; X confg.ral,on) 18 r. Therma-Tru Fiber -Class. and Srrooth-Star Nominal Ull isquot:Non-Impact&quot Opaque I MIQ022 Yes Yes No NIA Composite Edge Fiberglass Single Door uth sidate(s) (Inawngtoutsl,Mng, XO, OX or OXO configurations) 19 s. Therma-Tru Fdw Class. and SmoothStar Nominal 6&s39,6 &quoi Non -1 mpeceSquot, Opaque 1213112022 Yes Yes No NIA Composite Edge Fiberglass Double DoorvAm or wmout Sdsltes (ln%WnglOutLWrig XX or OXXO configurations) 20 t, Therma-Tru Fiber -Classic and Smooth Star Nominal 8&A39;0 Squot Non-Iml7act8qurf. Opaque 12)3112022 Yes Yes No N(A Composite Edge Fiberglass Single Door Qnswng/Oulsw,ng; X configuration) 21 u. Themta-Tru Fiber-Claesic and Smooth -Star Nominal ItUn 0 Sql#Non-ImpaUNquot Opaque 12/3lf2022 Yea Yes No WA Composite Edge Fiberglass Single Door in Sidebul s) (In-WOutawing, XO, OX or OXO conflourabonM 22 v. Theme.Tru Fiber.Clsa . and Smoo/f.Strrr N.minel Uo3sO&quotNlm-Impact&9uot; Opaque 12131r2022 Yea Yes No NIA Composite Edge Fiberglass Double Boor win or without Sitlettes (Irls,vinglOutswing. XXor OXXO crnflguratiuns) 23 w Thenre TN Fib« -Classic and Smooth Star Nominal 511M39;8 &quotNan-ImpactlIquot; Glared IW31/2022 Yea Yes No WA Composite Edge Fiberglass Single Door Onswrg/Outawing, X configuration) 24 x. Thera Tru Fiber -Classic and Smeoth-Star Nominal 8&4398 &quaNmImpacI&quoC Glazed 12131rIM Yes Yes No NIA Composite Edge nbargiass Single Door with SldNte(s) (Ins vng/Outswng, XO, OX or OXO configurations) 25 y. The,rrm Tru Fiber -Clack and Smooth -Star Nominal 643.439;88quot,Nom Impaen&quo[; Glazed 12/3172022 Yea Yes No WA Composts Edge Fiberglass Double poor vAth or Without Skeins. (InaMrg/OuMving, XX a OXXO eanfguraeons) 26 X.l in-. Tru FO-r.Classic and Smooth -Star Nominal 89239:0&qu6tNen lrripactiI t; Glared 121312022 Yes Yes hl WA Composite Edge Fiberglass Single Door ins - sit X fi urabon 0 wral8 swrlp, g 7 27 za. Therma Tru Fiber Classic and 6mooth-Star Nominal 8&N31.0 $quotlNai-Impact&quo[ Glazed or. 12131/2022 Yes yea No NIA Cam site Edge e Fiber lass Single Door with Po 9 9 Sider &e(s) (Issue rglOut.w rip, XO, OX or OXO configurations) 28 zb Therma TN Fiber-Cless,c and SitloothSmr Nominal 88,439.08quotNlrrlmpect&quo[ Glazed 12/31/2022 Yn Yes No NIA Composite Edge Fiberglass DoUbe Door wth or wtholn Side["" (Inavnngloutswing, )0or OXXO configurations) Florida Department of Business & Professional Regulation Paper d2 Bulking Codes and Standards 82021 Product Approval Application Detail i qn~r + m z trw.ti,�t'n r `v»I°JL �`s ...Pi , .x~ .._c..'�..v) �:;;, s � Is> 't 3'Ls €.T'' .�..,.hL'�_4..,.; � lx ,+' ' A +• r s s e +?• use 7'R-._., �t''�S,r,:...Aar.Z,7�;ii_+'�''�.>,�%5`t":'3�"F.,�..��N•x,aac'r.^(+.��ki_i�..ia .� r.�l'�.��N ..._.t 1 .. .: aa,i,,�::+. . ls41114 Entity WILL ;alit Dar, Perking JBLt Ikes version N S.MaN EfmlreearaUrsula, ValldstedlI validated $IWmS{ffi FaCAooroval Approved Eratlli Rawson 2020 MI Wind-, ..it Doors Brent Sallow LUIS Roberto Lanes 'Siren M Undh. PE I0J0S2D20 iWOW020 10P IM020 12J152020 Approved Category: Exona Doors (7171385d30a PE-112514 ,;717)3IT-6454 SubCamiI Sliding Esteriar Door Aasemblees bunuhgar4gml.a cam Compliant. Method: Evaluation Report Wan a FlOdd. Regmmmd Ardlded sir . L,cen,ed Morda P LM 813tAB Prf.,,WW Engine« PradusM til9lt Protluf Mods�f151mpACta,RptM Prohrt Dacrldbn eurlty AssurarwApproved fr♦ffigetl Dwno tko In fUse far HVHZ Use Amend la Us s out"NVX2 yrraIvA pew Resated t7ttM1[}. 1 SERIES 420 ALUMINUM SW SERIES 420 ALUMINUM SGO OXO 12/312024 No Yes No NIA 145-3144quotriWituct NON -REINFORCED 2 SERIE8420 ALUMINUM SCO SERIES 420 ALUMINUM SGD OX. XO. XX QnI12024 No Y. No NIA 90"I1 xe04quot, NON -REINFORCED 3 SE RIBS 420 ALUMINUM SGO REINFORCED 5ERIES 420 ALUMINUM SGO REINFORCED OXO 12/31/2024 No Yes No NIA 145. V4&aud;x96&qur. A SERIES 420 ALUMINUM 800 REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX. 12/312024 No Yes No NIA XO, XX 984quotX33&quo: 5 SERIES 420ALUMINUM EGO RENFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 12/712024 No Y., No NIA 143&quul.'SKIi d. Florida Department of Business & Professional Regulation Buildirg Codes and Standards Product Approval Application Detail PPr PP Pear 1 d 1 Isr2mi �� „m ...trWP'�,al 7GF'��", ^''«~y 'wif�i bF'Y. ,f6",i"''k-err :f0j�' oee;k4v.tia.c• �� {Ti; ai�.r �s �,�*av��t,.g.,..�...?t�%'�a'r? ���Y,a.:¢ ..`F'"r �aGta, _ �_ .x.. flA ,c'mx•r°.+u4°ga.`,a2'.'. .,. ._. r�=vat* ,�G r„r4, -. bi�drN, �...�3r,'tt-�.n�,is,,YEy:-.e.�?. irr�,ri.`�trs>a�"rLd '�i«i� .�,x'�faivu§,.,r±i��z��sC�ui�lt�'��.a�.,•sr'�?�, go Matt Version mlpl�Yfet, Self! anmumi Uarlae VSMattd siryrlddad ffi FBC�Amrod Approved 11= Revision 2020 Wayn o-Daunn, a divni- rf Ovnu.d Door Oweyne Ramisn Jon E. Scala. Jefhey P. Amason, P E I0J1212020 09122 020 10232020 12/16/2020 Approed Corporation (330)763-8121 PE-51737 (904)821-5200 Category: ExteriorDoers dk-IshQwaynada11n1 c StbCalapary: 6aMnal Ems« Door Arena ice on Coeel""' Mamm! iYrurial Report from a Flodde Rep,sterodArchlI a e Llwsed Florida PLas2d&alb Professional Engineer ProtlueM ,ZugA Pfph1C1 MO(bL Mmbar or Marro. Duanli&Uwj c. Amrovatforthe Amrovedf«lh. Product Dwrlol Contract Gdratlm Qpe �t Outside HVNZ geed[ oni b ul tittMBt 3 6000m10018200 s1105 M01,. M.,, Midlh 14039. Max halaht CA-inp 1 N312023 No Yc, Yes -31 0005 00 a68039. In by «,nlennedirt atdbn. 10 DOOOPoIOD'8200 i1123 18&a39: Mu rAdin. 1481g9 Max helpht� Olazlnp 12/31 /2023 No Yea Yea .30.00A73.90 liveIn Ioo «Intemrodlal 9odln. 11 8000R100/820081124 16a489'. 111 wIdh. 148439: MRX height. Glazing 12131/2023 No Yea Yea •34.401-30,30 RAISIN. In tap or nt.nnedlett 4eden. Mast Version Mexwfedurar Ronson 2070 Cornea Df N9lnof AADG Inc Caegi EteW Doors "Catogory: EXIM« Door Components Compliance method: Cerilkatlori Mark or Laing fLa'11Sa7.Rg. Proud. HdIMd Preduf Mach. ni.nba «wnr t 1507. ?OT. 7P, 747, ]87, 777, end 847 Snob and Pass d Dar9 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail GONxt En�ge&Limits Tern Raney UL LLC ,fill l 494-'S13 Tan reneyQeeee enloy.co pradI Desgrlflan Flu St. Glazed. and Louvered Single and Isiah, or tenor metal d- Pore 1 of 1 115/N21 Will, Jade Oat P,ndllw =2 Fag �I tag Agumi Aumond Amu Troy Bishop. P.E. 1W020N 12A1112020 12/112020 A-..d i p54)947.0860 91WIDCAtsur- App,ov dfar tits Apgroyad fell IOpatt Rta03 contract F,warI n oats In HM L+ QWM92 M R.'hitay Pnssury 120312025 Y., Yes Yas NIA Florida Department of Business & Professional Regulation Paper or2 Building Codes and Standards 1&2021 Product Approval Application Detail a '� aerw n > 's- � ;: 4;m^Ys r,�u^rwwa`A TR'•'=$�uhau3lr,"w m - r n -., x v7a',.�b�ec@:rta?k+di'+F1a�At7�^-+rowAw�rsv.ainvaar.�.•,r - coda Paul& « ore 00. oar. Passim gate Jim Version Menunou"« Called, Eoalter,tyllasort YdIM>gffi.BL ypiddRd subdued f9C Aoomvr A,,,vd YletYa ReY,lon 2020 MI WludWs and Doors Brent BItlinger American Aiontodural seven M. Unch. PE 11/17/2020 11/172020 1127/2020 Approved Gregory: VAndows c71 T)365.3300 M-fecnr«S A,-detign (7171317-84M R&Cr.porn Single Hung bitlingeromi.d.com Cerrpllnce NNhod! CeMlcebon Mil V LMing Duallr A,srr.,da Aovared for Use pggrovm r« use tuill 292i E ilea )Ptohrl MohL IefMer«Noma gOdld dfMJ� Conies[ l.mlralln Ota ii7.kLlRlf Outside FIN¢ Rt I&Mq @!1!Y!a 2 185 SH 52X72 FINFlallg. Front IGISG Snore Hung 10/08/202) No Yea No •60/-60 Laminated Glaae N N N Q O .� U N Cn N O 'L C � ti � O car LL O .(n - O L (U -0 .a //y//,v'��i V/ Q. S< Z Z W J rT t N 00 cV tf'^� V 0 E W O L O O itee� W L) ICU lacteal O LCO W Q W z J z Q ^_i LL SHEET NO. PA 1.0. IL I I I 1 11011PIl I I 11 11NItI11111 111. I III'I II Florida Department of Business &Professional Regulation Pap.6 at Florida Department of BLlslltess &Professional Regulation Pagel Oft Florida Department of Business & Professional Regulation vPe 1 a1 Florida Department of Business &Professional Regulation P.O. 1 dz Building Codes and Standards +MM22 Building Codex and Standards tF.v2Dn BuildingCodas arlo Standards IJN202, Building Codas and Standards Ih2021 Product ApproVel Application Detail Product Approval Application Data ll Product Approval Application Detail Product lAppllcallo Application Detail __ . . DiLa PendllMl 2W 19ttflv or Jktt �ffi PiR j(Ma yaplpg Jlpgylggblrar Cpalat3 EpalneraLlpnee Valltleted By Validated submitted FBC Aoprosal 8aalsY€f1 ,Slaltta Sam 1`m .g/l B1u iZm Pending Bet £Q9! a01aY.9C Q9ta fit! Out Data Sg9t l:0lay-9C 12Yt .0u QILPJatu9 e1t4 ReNieirn 2OW Thm-Tru Corpcvation Steve Jxspers*n Lyndon F. Schmidt P. E. Rye. J. King, P. E. 100072021 0911fi1= Ioil M2021 121150021 Approved MM version Manuracturx ca"M eMalwaucensa Widened all yglgllad ausinnXI P5C AbusiYY ADgp.Y49 taMYe 1YYd vamgD .amtlifisids SaNael. EndrMvtur a y�•� MWW" jbKtya LAGAOUR& Approved Sam ARM YJafoon manufi6f1ser cadect Motors, &Lk a VAROM ( Xil"m ]BRIOM F&C Amroval 8pypvied Saba Category: Exterior Doors (800) 043-7b'28 PE-43409 (813) 787-6555 Affim all. 2020 POT Induetles Jens Ro.oweld Mom-D d. BCCO. CER MismLOed. BCCO - VAL 11N512D20 11,0SM20 11n 1/2020 Approved R6MSKn 2020 MI YAndays and Dose Brent surger American Arehkedurad Steven M Uich, PE 10,118J2020 1=111202a 1a/1a2070 Appw.d RP,A I n 2020 MI VAndaurs and Doors Manz s01rq•r Amencan Arch lsdurol Steven M. Ulon, PE 11/222020 11n22020 11128=20 Approved ory; SubcateaSwirgi no Exterior Door Assemblies ejaspefectr4thefmabu.Co Category. Wlndawa (941)486-0100 (78W 315.25M C000kir: Whdcws (717130.3300 Manufivlurss A-191m 01 T)317A414 Category, Windows (717)301.3300 ManuficNrarc A.smledm (717)3174454 Compliance Method: Evaluation Repattrom a m O.M.1.9a1y: single Hung jrativekQpsundueN.t.c aUbCaterpry: Horizontal SNtler bslulnper®mh!d.cam 0114Cdegiry. FIKad .+Iphpar�mWrasam Florida Registered Architect or a Licensed Florida cempnarwtl Mdnpp: Cannnllm Mork a IJsdnp an Cotnplbnte teallo6 Cerlkteuon IMiK a LlYi18 Compliance Method: Certification Meek orLiel'n9 ROoe&v,W Engineer Profluefa. F1.e2311428 PrOd"ds E�wS..e .as Prrar,,.,. Fletsaaa.INd a.e.d: pt140aei.A7. Aooiggil for trze Approved for Liza f✓mpact QppluB IMA Reduct Model. simmer a leave aurtYv Assurance ProduatComristion cgglta6.CIM1uH9nIIie aIQLYAppnay.d for use U-lLvtlZ QUWO M)MZ aesutaIX tRuMla eve t 91MItiLAkM1La0F1 p (j�a Awzofor sr jaj�j� Approved for Quuaee HVMz I yam Lsipr) p� it" hoduct Mode. Maybe: or Nam• r � AMXMMOfrrlr 1mW9 In MVMZ, )(� � CfiiMl � 5 f product Mpdel. Number or Name Product Desorption Contract Exdratbn Date In HVI Z outside MyMZ Resistant Pressure 2 6M5s0o rtarge MMslln knp•a) Vinyl elndle Hung ghee« n7g0no25 v.. vn Yes w4 1 HS f 60 Fln end Flsng• Frame 73a821 a.kd.d Glass 02/182024 No YIN No .55/-55 1 iss PW 71 x 721nsd•f•d sins OW32023 Me Yes No •BW-a0 1 a, Therrlla-Tru Filler -Classic and Smooth -Star NOmina188v39:8 8qud;Non-InpddBquot, Opaque 12J31/2022 No Yes No NIA Composite Edge Fiberglass Single Door Ilnswng/Outswng: X configuration) 2 b. Thermal Fiber -Classic and Smooth -Star Nomlmlft#30;88quot:Non-Impact&quot; Opaque 12/31/2022 No Yas No NIA Composite Edge Flberg law Single Door with SideNiol (InswinglOutawng; XO, OX or OXO amfiguronnns) 3 c. Thorn- Fiber-Ce"Icand Smoolh.Star Nominal 6803S;8 aquoKNon-ImpactBqu*t Opaque 12r3l/2022 No Yes No NIA Fiberglass Composite Edge Double Door with or Without SidNitee(ImMunwo soma: Xxor OXXO configurations) 4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7&M,0 &quc;Non Impagdqugt: Opaque 12r3112022 No Yes No NIA Composite Edge Riberg law Single Door (Inawing/Outswing, X configurabo n) 5 e Therms-Tru Flber-Clssssk and Smooth -Star Nominal 76#M;08quot Non-InpactBquot Opaque 12f3l/2022 No Yea No NIA Composite Edge Fiberglass Single Door with Scielke(s) (Inavdng/Outswing; XO, OX a OXO coMguratlons) 6 f. Therms-Tru Fiber-Ciaseo and Smooth -Star Nominal 68#3Q0 bquotNon-Impaat6quot Opaque 12J31/2022 No Yea No NIA Florida Department of Business & Professional Regulation Peg• I di Florida Department of Business & Professional Regulation Page I sit Florida Departmert of Business & Professional Regulation Peg• I d 1 Composite Edge Flbrglmm Single Door Building Codes and Standards I&M21 Building Codas and Sh ndards Na2021 Building Codes and Standards 1/521121 0nsvenp(Outowrp; X co nfgumucn) 7 g. Thermal Fiber -Coss. and Smooth -Star Normal 88A39,08quotNon-ImpecMcfwat, Opaque 12/31=22 No Yes No NIA Composite Edge Fiberglass Single Door vwth Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail SidelM1e(s) (Inaveng/O,ds mg, XO, OX a OXO configurations) tions)08quotNon-ImpaUBqua; 8 h Thermo-Try Fiber-Ckeeic and Srnoath-Star N«nnN Opaque 12/3112022 No Yea No MIA Composite Edge FIOag14+r Double Oder wth or VAl/IeIn SM011tes(In.wnng/0uW-Ang; xX or OXXO - Gab - - - awtv Or� �Q&Lftagm Y.a QgS tlgll{YSL Gsia eta ➢rs•P,,dga Aa9 - c>& - - EdIDLaC - pia uaa 11111g.pNKIRIllix M'Yf configurations) ]Yet Version ➢B471diStYr7L "Idd•dBy valiLted automated PBCAMmvd Aaprgyd ihbk Ma! ytoalon ku-asm- fraollm jt)3pjnseraLirwai Validated w Vllichood Submitted FscApproval Aara., tsatua jyg VMIon Msalifies r ,Cadaft Bna1,wbuL'Mfs VaMMedDu Validated mad F8CAmfwW Approved RAM 9 I.Thermo-Tru Fiber -Classic and Smooth -Star Nomna188M39:8&quat.Nornlmpac&quot Glazed 12J31 r2022 No Yes NO NIA Affirmation 2D20 POTlnasmes Jens Rasowgrl ksana-cede 9CCO-CGR Brim -Dade OCCO-VAL 11AT52020 11ro52020 11H112020 Approved Revision 2020 MI Wlndaaaend Doors grant along« Luis RLamss. P6 Slevan M Urlch, III 1008f2020 16tl6.7020 10/19R020 12M52020 Approved Ammtetkn ZD20 PDT Industries Jan. Restitution M-d-Dam SCCO -CER Mhml-Dade SCCO-VAL 11JO52020 11A)5R020 1111IM20 Approved Composite Edge Fiberglass Single Door eat.": windows (941)46"40 (786) 315.2590 Cdogny: Window (717) 3853300 PE-62614 (717) 317.8454 Category: Win- (941)48&0100 (788) 315.25% (Irawng/0utswig: Xconfguration) subcategory: Firma IrOsmsMepalndusmes.c subcategory: Musms psi ingtrQmhvd.cem aubcdogeiry: Millions Imsmskl@polndusmeac 10 } Therma-Tru Fiber-Ckassie and Smooth tar Nornnal e&#39;8 bquotNon-Impact quo[ GU2ed 12f3112022 No Yes No NIA C-VII rwa M.WM: Carplea0on Murk a UAing °m Campllano MNhorb Evaluation Report from a Compliance Mwmd: cxweavon Mark err LNmng an C«elde(s) Edge Flbrglaw Single Door wen Flodds Regidend NdnNi<t a • Licensed Florida Sdeltte(sj gniaateglOulawing; XO, OX «OXO F11a434W Predbda Prdeoeiona Eng:iet Pt/gNJlf]Pr*do[s configurations) 11 k ThermThermalFiber-Clamic and SnloolhSter Nominal n8#3g,88quotlMon-ImpaG&quot Glazed 12131/2022 N. Yes No NIA 91YIWL89MEaDn Averaged rpr L sk Appraysdfa In ltilaa6 &"D gumbAiMma Aogustaurolow outraged far low ka2ma palm Composite Edge Fiberglass Double Door wan or Lai Product MndeL Number as Mama Product Itescriptlen C.r+r•d Emtrakiun tuts In HVHZ Q add, MVHZ liLiltif t P-- it" Product Modal. Huniber or Namot $Yduct..QeM riptio0 Contest tbalydion DI In HVHZ outside MVttZ R alaatlt ghasure, v4houl Scalbas Inert /Oufawin , XX of OXXO ( 9 5 PA1d520 (Large MfasiW Impact? Viryl FlYed Wind- 04J302025 Yea Yes Yea NIA A-.V.d lo, us, ftmovid kff use dgMd Dww 1 Muam9la All OOOrs and Wl04tws Aluminum MUaG1A OS/2611026 Vs! Yea Yee WA configuration 0) Lek ftuLuAModel. IAunhrsNam. Product Desolation faotrafLalMtiinlsek WffiQIZ BtS1lsMJJlQIi 19aMataot 6afwu 12 I. The rme-Tru Fiber-Cla6dc and Smooth -Star Nomkw178p3g;0&quotNDn-Impsdt8quot Glazed 12/5112022 No Yet No NA 2 5784 V•r6W AJumc,um 1140. 12MM024 Me Y.. Ycs N/A Composite Edge Fiberglass Single Door (InsyvinglOutawng; x confgunrt on) 13 m. Thermo-Tru Fib-Zliitnla and Smooth -Star Nominal 7&a39;0&quot;Ncn-Impsrct8quot Glasad 12131 12022 No Yea No NrA Composite Edge Fiberglass Singki Door with Siderle(s) (I nswhg/OLnswng; XO. OX or OXO configurations) 14 n Theme-Tru Fiber-C"Sic and Smooth -Stem Nominal Bb11139:0 bquatNon-ImpeLt&QUI GHxed 12131 r2022 No Yes No NIA Composite Edge Fbergl ss Single Door (Irawng/Gutswiril X configuration) 15 o ThemusiI Fiber -Chase, and Sregoth-Star Nominal 68#3l0 &quocNonFImpaett&qubt; Gazed 12f3112022 No Yee No NIA Cornposite Edge Fiberglass Single Door with Sideka(a) (Inawlrgroutagdng: XO, ox«OXO to eldetiona) Florida Department of Business & Professional Regulation 9u Prot elf FloridaDepartment of Business & Professional Regulation P.gazdz Florida Department of Business i Professional Regulation P.pe 1 d 2 16 p. Tharmil Flber•CMa91C and SttoOtn.SYar Nominal B8#39;0 bquotNon.) mpactliquot Glazed 12/3112022 No Yes No NIA BLLld rig C.od9s and Standards 1a/2021 Building Codes and Standards tOM"oa 2n Building Codes and Standards iM202! Composite Edge Fiberglass Double Door with at wima,t SMelses Dnswing/outsmng; XX on OXXO configurations) Product Approval Application Detail Product Approval Application Detail Product Approval APPlicatlon Detail 17 q Themn-Tru Fiber -Case. and S r ooth-Star Nomnaf 8&#39:8 &quot.Non-ImpKAqugt Opaque 12131l2022 No Yee No NIA v Composite Edge Fiberglass Single DoorWtth Transom (In Xconfiguration) 18 r. Therms-Tru Fiber Ckeng and Smooth -Star 88M3ge tNo 8quot; Opaque 12/31I2022 NO Yes No NIA -raft lIOW:g - 12� �,! Date PerMrw titre stBa lt�C� �! Bi! IBtPtatiDa gait c90s Epgg(g DMa EataPioitm Qr! Edge Scrale C-p Rbeir Singh Door with IY!>s ilJmon Sri EndneerA ucau.ydioul By Xddgm FIQAmrowl aalannd 911a1i Ixaa Yldpr1 .ant la tune fdO W aodYaMdllmou ValitlMld W YAW" albmatd FBC aMrow mp[a-Virg Saba &p3 Version IUM &IMIw b Llcena vail4Mod By VmldMsff S bmited rw AMroval ilaorc, R41.1111 Sde14s(sj and Transom (Inavdr+p/Oubwrg, O/XO Sider(s) also (In O/OX or OIOXO configuretiansl Revision 2020 Janes Hardie BUlkzng Prodecb, Inc, Chad Ciacks V. Andrew Tan John Southard, P.E. 01Jg5/2021 12/142020 011082021 dog FBC Appr, R.,AV- 2020 Abkle Nick Thomp.m Lyndon F. l2mmkl, P E Ryan J. King, P.E. 02115/z021 O V1512021 021221202i o4n3na21 Approved Ror1Na, 2020 OAF Michael shah Rabert Mominen J19 W. Kne.vich. PE DB1262U20 09012020 10AYM0Z0 12/1612920 Approved 19 6. Thermal-TW Fiber -Classic and SmWth-Star Nominal 0111,030;8 &quot Non -I ntpad8quot Opaque 12Mf2022 No Yes NO N/A Cat gory: Panel Well (WO) 543.6369 PE-01662 (3525367-2520 c t y: Panel W.I. (330)922-2389 PE-43409 (813) 707.8555 Category: Rodng (000) 708-Nt1 PE-56166 (954) 772-8224 Composite Edge Fiberglass Single Door with Sub Catpory: adng cheat dbrckaQlsmishsd SibCdeg.ry: &.% nth-psan(ital.d. gam subcategory: Asphalt shingfef mrtlMi$gaf.eom ad.lae(s) (1..WnWOutavnng; XO, OX Or OXO COmpllancs Method: Evaluation Report from a a.eom C-Pli-is MNhtd: Evaluation Repod from a Compliance 1OPnI EvMUNibn Raps, noon a Continuous Heed and Sill oonngurshons) Florida RaMerend hchitod w • Licensed Flada Florida R091.1srod Architect or a Licensed Mrs. Fimda Registered Architect a a Licensed Florida 20 t Theme-Tru Flbef-Cassk and Smooth -Stair Nominal 811ol ;0 116cluot,,Non.lmpaet8quot Opaque 12131/2022 No Yes No NIA Prof ssional Engineer Proteasbael Engna•r Professional Engnw Composite Edge Fiberglass Slagle Dog with Sldelke(s) pnawing/Oublowng; XO. OX a OXO FtM u a FI11A72J6 Lyr+tlu.l. FLMIK2"21 @� Continuous Head and Stllconhnitsoms) Quality Assurance Approvedfar Uet Approved fa Uss know 1� Aprrsv.d far Use Appr.ged far Use QSl�D Curtis, Assdraue Amrand for Ulf Approved for Uss it Design 21 u. Thermal Tru FIor Gleccic end Smooth -Star t; Glazed 12131/2022 No vas fib N1A peg$ Product Mont. Neater Or ThrrM Product luaerlptlon Contract ibmteNan Dees In BJBkk11)01i 6effitMtl $lMIILa a•a Y ProOrwt MadK Number at Wens ProAMI gaeano8an Centred P-lmintlon Oaa In MVM! Oulsla HVHZ ftoh" Macsuro $19,a contract Ealril-09, In H1rQJZ outside NM,Z $tItat01 P'181m Composite COmpoate Edge Fiberglass Sngl9 Door oven ibe glass Sill SIOeIBB(s) OnswmglOulewrlg: XO, OX a OXO 1 Cerrolenk Lea Sting Sberttmenl I¢p .sing IZ012023 Yoe yea NIA MIA 1 a. &qua;2T&quota Sam Vent or Sold VW San( 17J31)2023 NO Yes No WA 1 GAP Asphalt Roar Sarpin Flbergless nlnlod 34ab 'celamnaim M1. 54meh and 1 VIM2022 fib Yes MIA NIA Continuous Head and Sill configurations) 2 Hard,Plenk Lop siding lb-semenl lap.ldng 1.1.023 Y. Y.e MIA N/A 2 0. &quaNllentt T46,quot: saint Vart m sold Vinyl Sala 12/312023 No Ye. NO WA hipAldge seats" shkgks 22 Y. Therme-Tru Fiber -Classic and Smooth -Star Nominal MMI)&quotNon-I ripad8quot Glazed 12/3l/2022 No Yea NO NIA 3 c.6qud:GlowDrtar Ventage 8eededb#30. Saga Vint or Sdid vinyl Sam 12/312023 No Y4s W NIA Composite Edge Fiberg ass Single Door wth 4 d. &Q` t:D5bWd; SoIM Vent a Scild Vinvl SONI 12131r1023 Pao Ye, No NIA Sidutau(a) (I naww inglOuteng; XO, OX a OXO 5 e, &qud;Chala Oek6qud; Soml Vent pr said Vinyl Sony 12/31/2021 No Yaf Ile N)A 23 w Thermo-Tru Fiber-Ckwkard Smooth -Star Continuous Heed and SIII configurations) Nrmina188#34,68quoKNon-Impact8glwt Opaque 12731/2022 No Vas No WA 8 1. 8qud:slps 9pn+&gMt; Sant Vint Or Saint Via Sofa 124312023 No Yee W WA Composite Edge Fiberglass Darr Parbawlth Vented Sdctibr{s) (inswng/OutsWM, XX, XXX or XXXX confgumbon*) 24 x ThermiI Fiber -Classic and Smooth -Star Nominal 88Jp9,0 bquotNon-I mpactbquot Opaque 12/3112022 No Yes No WA Composite Edge Fiberg ass Door Panels with Vented tatlNae(s) QnawnplOumv+ireg: XX XXX«XX1()( configurations) 25 y Theirma-Tw Fber.Claule and Smooth -Star NommsI e8a30;88quot;Man -i.lpact&quOt Glazed 12/31/2022 No Yes No N/A Composite Edge Flbeirg law Door Panel uveh Vented SicWW%) (I revel ngfOutt wing; XX, XXX or XXXX Florida Department of Business & Professional Regulation Page i sit Florida Dope fitment of Business & Professional Regulation P.O.I d / Florida Department of Business & Professional Regulation POP.1 d I 29 z.TharmaTuFibarClassioand Smooth -Star ronfiguraaans) Nomial88#30;08guotNan-ImpeaBquotGlaed 12l31120 No va No WA Building Codes Building Codes 1=21 Building 1w2o21 Composite Edge Fiberglass Odor ParMk vAth Vented Wallets) 0nawng/Outswing XX. XXx Or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Data II configurations) rx .. - . -. ,s- -- ...;r.; _. _, yr. ..,y-.. ..: sg 1 ! .•n - � . ,c..,.,..... r .: .. - "eP,-��'2i-t ..--:c; -�-w •..r^ v .: a.. "r. A.. r ,. , . "Y..i. ; } '.•�s, . ,.. ., .....r _s .. .ry w. s _+ xM f tiK>r",.g &»� va ...c•.;•r. I "j r•.. ,,.r•... , ., ,,y. ti t; .:.,, q�^.,Y z . -T F -tar i Glazed 1 1! 27 aThertra ru IberClassro and Smooth -Star Nominal not Nan -I a8 loot eat 213 2022 Na Yes No NIA leg rrlPe g Compost& Edge Fiberglass uo -Ingle Door with azed 0 Sidelee(s) 0nswinyOlJbwirg; XO. OX a OXO ,:w'f^ ^ 3,? ... 1 -itv 0/16�yy�I, configurations) 224s l:n1r„ Or Qa<r. PdB QdlP.lrad, tenet Sffie timayS[ RtR Bet! cut Pending au S.4d! or B)dt ggli Dogs f+enang Ron! 28 zb T'herme-T ru Fuser -Classic and Smooth Stet Nominal 68039;8&quat Non-IhWCSgU0t Glaze A 12/3fl2022 No Yes No N/A ]YJM Version 1 SMAI endnstL us-, Valliclaind lk YAMOud lilbS]Wgd FBC Amrovd hagaMtl AJag! mm VKIAWI BiOYfaslursC cgOl%1 EpP101NALKaOaa YaYdatmw YOU" af4fthd FecAmlm* aagfa)@d mulYa 1_yp_. vwNan Mantra t rer caved analis-a Licensevalidated Do y.IB1 Yr_h�a aW Mn PaC AmrovY Approved so" Composite Edge Fliers less Double Door with Revisor, 2020 TAMKO Building ProWda LLC KWH Eden Robert Nkminsl John W. Knemvlch, PE 1011142020 092212020 10/112020 1b1512020 Approved R.Vean 2020 L.V. Thompson Inc doe Thompson Archdecwre Tony Christman Zachary R Priors Steven M Ulch, PE ow 7n020 09/19n020 091=020 12/1512a20 Approved ReVaOn 2020 Flonda Metal Products Inc. Clark Jmt6 4M.6 L. Bucker, P.E.Q Seven M. Urkh. PE 09272020 Oe2512070 10/D42020 1116/2020 Approved 38 Or I) 9idelltes OnswrefOubwing; OXXO Gdep+tp: floolln9 f 417) aN-86N PE-5918B (954)172-6224 Metals Corpany(TAA,C O) (615)248.3458 PIb74021 (717)317-8454 Category: Rodng (904)781-6400 CRUCK regretting (717)31?-1104 29 zo. ThenrxHTru Fiber -Classic and Srrlocth-Star configuration Nominal S&II Squo0on-ImpactSiquot Glazed 1213112022 No Yes No WA Suaca,sgary: W yrneds kern ederQl,rnko.mm Rooms Imybpo.taukoding000n Aces rind are an aubCal o derNQ6.mao.ean P631212 Composite Edge Fiberglass Single Door with 38#39.D icid: Co.pWnn Method: Eveluetim Report from a "(atcategory. aubCatepory: Rotting Acaeuaies coal Lie en Pan the RoRaing integrc Pan pane Rocang system stem Sidaite(s) (InownWOutawn s XO. OX a OXO Rodde Registered Amfuted a a Ueersea Flakb Integral Pill ofthe Rtoing System Compllanas Method: Evduaim Report from e �fiB ura0on professional Engineer Compnance Merhoh Eveluenm Report Mora a Florida Regl4brod AeMllecl a a UCahsed Elands 30 zd. Therms-Tru Fiber -Gawk and Smooth -Star IJorao .10;%i0&quot:Non-Impaa8quct Glazed 12131=2 No Yes W N!A Fl y lde Regldered Ad ttael err. a Ucmaed Flo der P,.t-k n.l Engine� Composite Edge Fiberglass Double Door With FI40121 yla.s Predum prdesslmd Enghet <Slat8e6.a1 Products SMebles (Inswrg/Oulcwing, OXXO AMr.YW la Us, Amtaved fa ll•a E,Laraur�rrdB>ffi '1'herina-TN configuration) iFBa 14oduct Mold. Number erwm. gytup(Jyg(gpppd gatllMLPrdatlaasn s.+d�t.Eeotoalm&t! teaatd III (�JZ ; ep�yp, dually AsOurance Amroved for Use Approved fair tar 1D1 R29M 31 zeFoef.Clasotc and SmoomSier Nominal 78#39,0 bquotNon-Impatx&glwt Shakier 12/312022 Ferias Composite Edge Glazed Fiberglass Single No Vas flop MIA 1 TAMKO Rod Undedtorkitic(HVFR) Roof uncodaymants far use in F SC HVHZ 06/29/2023 - Yea No NJA NA Ind Product Modid. Number or Him. Qualhy Arlrancs Product Dsoicdon Cprtrad Emcrdkn Oats �povtdfw Ust Arno InMOM fa line Ih'$IhaM.t= IMRW 9taittad � Paslflpa §A&9 Rtdret Model. Nkarorn war 3 3-FlAMC06qua;RV l O Ridge V.N&qud: cpsi[yjj Aluminum Ridge Woe kVoltMed rotes fabrated 12131=4 ! III 2WUWLIB= R No Yes No Phaseouts WA Door with or without 18e39;2 S cIalke(s) Wsdoons i TAMCO Fla Top OA-Ridge Vent with Was 1. TH 20 ga, siatic rooveotilotstMIn befit. 0"2024 Yes Yef NIA WA from 0.(125, Adumb.. (InawngfOutewng; X, OX, XO or OXO gpnUgurabons) 2 TAMKO Rod Underro ntt NUN-HVHZ) yme { Roof undeda ymanu fa uaam FBC non-HYHZ 0&2Bn023 No Yea NJA WA 2 TAMCO Gooseneck VON 28 pa. OBVOB2028 No Yef N/A +OF52.5 jurisdictions, 3 TAMCO Off Rape Rod Vont v.4m Balk 20 Ste. slant rpplvenkatarw"A Integrated baffle 09/06/2026 ye. Yea NIA NA 4 TAMCO Round Top Off Ridge Vent with Bello for TO. 20 Va. siatic moo/ventilate with bath. O9ro92020 Yee Yee NA NJA Florida Department of Business & Professional Reguistion Page a Florida Department of Business & Professional Regulation Par I sit Florida Department of Business & Professional Regulation P.O.I .11 Florida Department of Business and Professional Regulation Building Codes and Standards Building Codes and Standards 19=1 Building Codes and Standards 1251ZD22 Building Codes and Standards 3l15l2022 Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail Sra.9x lyal Version Manufacture ! lid YiaaYtl.®L 21L! IIBIB Data Mndng IBte VNIfted 51,11,01101 FBC Aoamvd B�W Q" VeNum jaIl6YfiGWL6 EIaICLar fronted Bngaw A Ucen•a Yatlde4d av lbal all Yet MIt lisigaillad two pension PSC Ammval 2112 Approved ttaWa pat Ind Version Manu(g.rtum Entity w Centel InstindJ•jt, 1.1conse Validated By 216me �(a i Dab Pendlag Alt Validated submitted PSD Aoorgwl Approved. Aldus FL02511R31 Revision 2020 L-r. K hl- Jd1ey James L. Rudmer, P.E craven M Unch, PE I11232020 11232020 112W2020 ding FBC App R"slan 2020 Borel Rooting Arrive- Rein IAPMO Uniform Evilu.tkn Gary W Walker I11332020 i i/0712020 111105/2020 Approved Revlsion 2020 Global Protection Products, LLC, Tim ROanson Walter A. Tilt Jr., P,E John W Kneaevich, PE 09/08/2020 0910B12020 10/012020 12115120-10 Approved Co" EMIN ar � 20 2= M Ca4pary: Raising (501) 063-6153 PE-31242 (717) 317.8454 Category: Rodng (801) 380.60111 Services LLC. (205) 854.0160 Category'. Shutters (954) B&9.7546 PE-44187 (954) 772-8224 Ty Verelon Manufadturttr Conte Sri Engineer Validated BY Y�Ild3S9d Submitted Pending. �DfOYed Approved SubCategay: ROeahp Acveasak, that lie an kJMI•y@lomenco.can tulaCectitI. Rodng Tlk• RoUnArderamQbor1 m subcategoly: Storm Panels MGM*d: bm mbinsoragppentcohn .J(f�i Revision 2020 POLYGLASS USA MauryAlpert License John 10/26/202010/22/2020FBC 121150020 WeyrN art *fine Roofing System Compnanc.N•mpd:EvrwtlanRapostktms Complaints Method: Evaluation Report earn a prMuctEvolu•nknam* COMM Pllanrle Evaluation Report from at Rotate Registered ArchtectoraLicensed Florida Category: Roofing S9542331 330Srialper4polyglaw-com Robert Nieminen Knezevich, PE At>Rmyet Floda Regd Rd Archile taaLkmeed no oe Professional Engineer Subcategory: PE-59168 (954)772-6224 11/01/2020 Paeteamr EnneerLisiMittildillLftallitut FIlABMa•Ra ProtlYeie. Undone manta Y ELadl7B3�.C�s gurtM Assraim, Aeproved fair Ur Approved fa Vas ImaMl � Compliance Method: ouaMArpract AoamNdtaUe A0p1"Wtlfor hs �Damien . Lab 1D myM:4CWnlryaae,SpflOkErgMh 3dl,(oarax Oat• Fletplonle- oanverCO a1BZ sit [gad deHer Y.f a�� NfA NIA '3! Product Model, NumberorName aaYaiYApOreM ProMDeeCnolMn Contract EoraaonDate for Use Apgrovea rorUn:�� InHVoutside HVHZ Raarlaat aUJU Prhaw ro Evaluation Report from Lae Prdu tNadel tit or wpp Conrad rdlen use EF In ktvmz outside MvKZ t rilili� p Thatch damp; impact 1 20 Gage Galvanized Steel Storm PzneteMVT17 Corrugated Galvanized Steel Storm Panels retained 12131 r2022 Yes Yea Yes NIA a Fbrida Registered 1 Deck -Air v DA 4 or TRFBuilens I Oack-tir DA-4 Low Prdii, PoMxwykne Plset., Rod VON 12/102025 No Yee No +97.51I 17 Swany 600 -SII Shake 6amp: SPI" Shake Flit P odlo-Stockton. CA 12/312020 No Yee NIA WA or not by books to provide hurricane protection, Architect or a Licensed M.ehmialy Attached to Plywood Deck 1B SAmy BOO -Skis, Shake 6amp: Salt Shake %I Profit@- Riska, CA 12131f1020 N.Y., MIA WA 2 24 Gage Galvanized Steel Storm Pand%JNHVHZ Corrugated Galvanized Steel Storm Panels retained 12131=2 No Yes Yes NIA 19 Slushy 700-8hek., Slata 6am9: Sold Shake Fat Prdl•-8txltm, CA i 2/112020 Na Y.. N/A WA or not by trucks to provide hurreana protection Florida Professional 20 SevenyyT00-all MlPrmle-Risk.. CA 27I=0 No Yea NJA MIA Engineer 27 Tar Roper.I Bum clan. High F4dle-Kay, TX I2A10020 No Y. MIA WA FL#626e•RSt Products 26 ViIN Lmv Prar.e-Kaly TX 12131=0 No Ye, NfA N/A Qgi1bAerrrrtce � ArJ20LMldroruaa jm� Qpptm Bra del a Product Me". Nlanbr or Neme Product Bartel on lots CW 6l &ALQn plate Outside NVNZ Resistant Pressure 1 PolyglassRoof Undedowents Rooengunderfaymerss IW21/2022 No Yes WA 4N/A/-522.5 1 Polydass Roof Underlayment , (HVtiZ) Poyglass rod undenayments for use in FBC IX23/2023 Yes No WA N/A HVHZ ludedldlorts. 2 Polypass Root Undedayments (non -WHIZ) Polydass not underllymeres, for use In 12/23/2029 No Yes NIA +WA1-022.5 FBC non•HVHZJuMlsdicdona. Florida Department of Business & Professional Regulation Page I of Flonda Depe"nt of Business & Professional Regulation P.g. t dI Florida Department of Business a Professional Regulation Papa, d1 1 Polypass Roof UntlertlymenM (HVHZ) Patyglass roof undMacdorks f«use In FBC121231Z027 vas No ova WA Building Codes and Standards ,125M22 Building Codes and standards v7r" Building Codes and Standards tJrr2ce, HVHZ)udsdictass 2 Polypass Roof Untlergyments (non -HVHZ) IIPollytilass roof Uru Mgctions ,for use h 12'2312023 No Fec nomHVHZJuMtatkUona Yea wA +coon-022.5 Product Approval Application Detail Product Approval Application Detail proval pproval Application Detail Product Ap 1 Polyys9s Roof Underkayments (HVHZ) Poy91as9 roof urderleymerds for use In F5012/2312023 Yes No WA WA _ HVHZ jutiadidikXle. 2 Poiyglass Root UndedaymLYlt9 (non-HVHZ) Pdyplass roof urlderlgyments, for use In 12123r2023 No YC9 WA +cool-822.5 � Entity g 20 ggis pa[a Pending ,Qpjp, Sedc l,ofay�t pYt p1a Dal, Pontine Di! yyda - tgBlBLpr 2Ms Jba! pop Fifflam pM! FBC non-HVHZ j.60cliCNorm, T�4 Version Manufacturer Contact Enalti B Lloernca Valldated Bl/ Validated estimated FBCAppm"l Approved status LM v si- lltmttaBaa[ contact P�,".`� Yrdd.d err Yaidatd a,bm)ad 1`.aG.EgafalMt Aaem3sd ataaM 1Ya! lhrslon wnubcturer &SKUA Enomtoor.lilcarsto vaMaerl erg 3Ulw" asmm F9g.applmol A,-v,d at13C 1 Polydass Root Underlayments (hIVFIZ) Polyplass rod undNlaYments for use In FBC7212312023 Yes No WA WA Review 2020 All American Shutters and Gass aka Barbieri Frank L. BBfirard0, P.E Troy Bialtap, RE 10128f2020 1UI1512020 11105121720 1211512020 Approved Revidm 2D20 Alpine SwM1 Lewin ICC Evaluation Service. LU; W roam M. Ransil. P6 1021/2020 1021202D i 1p62020 520 11g02pOvetl Ap RevisioCommercCommercialma n 2020 CmCere P-Otluol9.ln0. Ruben 011li Samuel 0. OroenDsfp Jahn Hoy 17I/82020 12l182020 122a2o2p are FBc App, HVHZ juri�diction al Category: °- hwitters (561) 712-9882 PE43046549 (954) 9474SOO Category: -Iftel d Canponmis (321) 710-3377 (407) set.1917 Calspteg 9vanuu Carpgduce re17) 85a1707 PE-34N5 (352) 586.5311 2 Polydass Roof Underlayments (non-HVFiZI Potyplass roof underlayments, for use ti 12f232023 No Yes WA +WA1-S22.5 subeMegotY Storm Panels mikeb@alamakarshutte eubcd Trine Rn•a egory. slewa Ipinanw.can Qa aubCWpory: Products Introduced as a Result or Pr•c.etgelaQyhoo.wm FBC norrNVHZjurisdictional . COmpIMB+X McMdd: Evaluetirn Reporttromp re cam CamplisaeYdhod:EWuMion Repot 4oma New Temndopy Florida Registered Architect Or a Licenwtl Florida Product Enlua9m Entity Corpllants NOMOO: LYauislal Rupert from a Professorial Engineer 1I R• INI-clA hIll are Licensed Florida FLanBes47 Mails a Prdaasmat Engnser PLJ117eaDM pmtluMs Ouaey A.waw Approved far Uw Apar-W UM Lh-4 Won Qualrbv,Aasuramte AJrslayp faitrse AonnnwdforUae impact Demon Iliac Pm&ct Model, Numbsrawmi Product Contract erymdknaa. InHYHZ aeslde6t pressure I'liJ7r1•aeProelMM §112,)St Product Motlal, Num Oar or Hama Product description Cattract azRlratloo Pip In HVMZ a1mM. HVNZ I n Prarsuro 1 ITW SCCIApIme Highs Strength iH bemp: s) Metal Camedor Pkb 12/312024 Yea Y.. NIA N/A QWlMAUWaM Amraved fail Lisa Amrp,rr to Lisa kpg;dt R&MM 1 24go Galvanized Steel Storm Panels 24ga GalvenDed Steal Storm Wank 12131,12022 Yes Yw Yea WA 2 ITW 8CG/Apne Hinge Plate Metal Connector Pau 1213112024 Yet Yes N/A NA atap Product MedN. Nu6rber a llanu product Description contract Iteelfallon DAD In HVHK OLUd, HvtZ Rui= PriaM+rst 3 IIW BCG"m Truly Metal Connector Ptim 12012024 Yes Yes NIA MIA I Quahly Preasn err Commercialk Control Predutte Precast and Prestressed ConaroLintab Ot252024 Pia Yee NIA N/A 4 ITW YCG/Apins Wave Metal Comedy Phle 11312024 YM Yee NIA NIA _ Florida Department of Business & Professional Regulation Pool.+ elf Flonde Department of Business & Professional Regulation rap. t er + Florida Departmerit of Business & Professional Regulation Par.1 d2 Building Codes and Standards 1092oz, Building Codas and Standards alam2t Bulldog Codes and Standards PmnBn Product Approval Application Detail Product Approval Application Detail Sa4dt Product Approval Application Dahif ice' or - R& eta Dab. Pending ,Steep call fipatL9L Bag Als Dole Penang ) cage 1 ghOaaLa[ all Baia loats Istadinks ➢its ]yp! Y!r Manedeawrer Stearn intaskisher.6.LIL1D1a vAkldtd.a. Vdl{dld htAJW FBC Acu mvd eapr,v d AltYi T t Veralal Manufacturer S;9DIMS 6mbw a cerMt Vsildeled IN Vdlddad submit PlIC Aral Approved al8tut ,1ipa j(/rslan maildislitus contact Endn.•r b Lk-t Vatldd.d vlidted Submitted FaC Aoolpvel A,-pdd aStHve Reu•Im 2020 MITd( Inc. Fran W.Mea ICC rrvUuscm BaMce, LLC ICC 6vduWm Service, Out t1202, Oenb2071 06n22021 Approved ReNtbn 2020 Weyemaeueer Rob Bddain ICC Evduedon SerMtt. LLC Ian Lehrer, P E O2.e22021 1 Di13/2020 0103/2021 AApwetl Atlmndbn 2020 Nphe Numnum, Inc. Jose 8M Luis A. Loma Sewn M, Urkh. PE itn IV2020 i to 6202a 1120n020 Approved C•teskI Structural Carpm.N. (062)698-&B35 LLC Cdsgory:$trWural Carrpooems (251)9244470 (8oa)839-3288 Cdegary: Panel Wales (407150P-2008 PE-B2114 (717)317-8454 B„bCat.pory: True. PINT •waldsnQml,pOm (0 I &bCalsg*ry: Engineered Lumber Rabert.asldhn�weyern. subcategory: saint a 1ph-luminumIncBstho Method: Evaluation Regal tan a Medical; evalusilm iner from a Compiler- MediROOM awsr.cam e pppllanoe Method: Eveluobm Report tome o.urom Product EV4lwlkn F�itfy Product EV.Iwtlon EAttY i RegM•rM Ad+MM Li a . censed RandsCompllaxe Flaltl PLaaf I" Products Proressimal engnear P.t QualKw Ass ralie Approved for Use Acoroved to Use kDNd Deslan Amsted fen 1Pw 8mrove9rpr Ltr vim fen (Jrl1 products MngsL lAJrmer a oven. H.4 erdpyMl {,,gyred n tw• k) �aB�H-tQ1T. 9tNtA PCKFUf9, If" Product Nowt Hamer pr Rama Product Dernmpn � in HVHZ Outside HWZ ) pyjtu(!, gualMv AfMrence Approved la tins Abarowd for Lit imam IMMI 1 I M1MH3 M15AH /31=2 18 flu. high almrpU inuN c*nn•da p.te 12/31/z022 Y.4 Y•e Yea N!A WA 1 MCralem LVL Laminated Venser Lumber 07/3120t3 No Yes NIA N/A Awl Product III Number ar Name [:,v,l.aa mlydlM Del. Ili.MVkij Dindde NYK2 Red.laN prelMl(Y 2 Mil t8 go ups strength trusscmneda Date 12/312022 Yet Y.. NIA NIA 2 Parellam PSL Partial Strand lumber 03/31/2023 No Yes NIA MIA WA t Alpine Aluminum 9dld damp. Yented Aluminum 8*mV Agh&Alumlmm SdW burp; Vented Aluminum 07J OVI No Yee No WA 3 16 onn ctor 18 ga.Wrcmnth Id Yes Yes MIA WA 3 4 mmberanntl LSL TJ Rim Bard Laminated Slrend lumps 071312023 N let Bangalore LumDerapkntatlamm 03A11J023 No Vas MIA No Yas MIA WA CMu bang; WMo SMN CMIJ Barry; Wood 4 MT7a49 VTIS IV31/2022 ,8 q. high shenplh huts canneda pste 11312022 Yes Yet; N/A WA b.anStru toad Rim BOOM 5 M72pi3 20 go high tbenpm mum esnnMa axes 12/312022 Ye6 Yet N/A WA 5 WvyerMtu6er flm Bard amtw Strand Board Rkn Board 0713112023 No Yas N!A WA a TL15, MT16 is ge. wn CmnMa plot•. I2f312027 Y. Y.. Ma WA TUO. Mi20 20 W. buff cannMa plats 1131r2022 yes Yes N/A WA May 27, 2022 ^W Wr��s L N _ atQt i 0 U so O O ." Cn ..E O (� .0/'�� O E E O .� O QO� ��ss�t /�.11I V/ W _Q CX 1.L Z Z W J N Z � W cm G rn C 7 N 'L7 � �C • C W CL N eo o :._ N L r/f Gn r0 N � P7 � a5 v r_ as O � •,cC L al (U to O C O N C1..O E O O d rJ 0 w Cn E Z rose Cn `V 0 L CL 0 Q L U 0 < U) L) W O L� W W z J Z Q J d SHEET N0. PA 1.1 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130r2020 For direct Inks to ail 33T approvals Acted below, C LICK HERE For additional Information regarding Florida's Statewide Product Approval System and Mani-Deds County Nottoe of Acceptance (NOA). SUCK HtRC FL#2355-R7 2 N Product Modal. Number or Name Pmduct Description 1 Titan Stainless Steel Concrete 8 Masonry Screw (TTN-SS) 1/4" diameter Then stainless steel masonry screw FLU -Re JW Product Modal. Number or Name Pmduct Description 1 SDI 0112DBB Outdoor Accents Connector Screw 2 S09112, SD9212, SD10112. SDI O212 Strong -Drive SD Connector Screw 3 SD9112S8, SQ9212SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512. SDCF22614, SDCF22700, SDCF22858, SDCF221014: Stung -Drive SDCP Tlmber.CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512. SDCP22614, SDCP22700, SDCP22858, SDCP22912. Strong -Dive SDCP Thnber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614. SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112 SDE25134, SDS25200, SOS25212, SDS25300, SOS25312, SDS25412 Strong Drive SDS Heavy -Duty Connector Screw SDS25300 S0825600,SDS258M a SDS25112SS, S082520OSS, SDS25212SS, S08253ODSE S0525312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDVVF2716, SDW1`2720, SDWF2724, SDWF272(3, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL#10007-R8, .4W Product Model. Number or Name Product Description 1 ATR3/8, ATR1/Z ATR5/8, ATR314 Threaded Rods 2 ATUO5, ATU08-2„ATUD9, ATUM2, ATUD93, ATU014, ATUD14-2 Aluminum Take -Up Device 3 SP3/8-2, BP112, BP1/2-3, BP5/62, BP5/6-3, B13314, 6P3/4-3, BPRTUD3-4 Bearing Plates 4 CNW318 CNW112 CNWS/8, CNW3/4, CNW5/8.1/2, CNW314-5/8 Coupler Nuts 5 CTUD55, CTUD85, CTVD66 CTUD75, CTUD76, C7UD77, CTUD87 CTUD88. CTUD97, Coupling Take -Up Device C1 UD98, CTUD99 6 1144, N5, N6 Heavy max Nuts 7 RTUD3, RTILI RTUD4, RTU048, RTU08, RTUDB, RTUD7, RTUD8 Raleheting Tako-lip Device 8 TUD9, TU010 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Tiedown System 11 URS4 112" Uplift Rod Run Tledown System 12 URS5 518" Uplift Rod Run Tiedown System 13 URS6 3/4" Uplift Rod Run Tiedown System FL#10441-RO $W Product Motlel-NumbeirorName ProductDescnptlen 1 DTT2 Hold-down 2 HDC1014, HDC10/22 Hold-down 3 HDO8, HH0011, HHDO14 Hold-down 4 HOU2, HDU4 HDUS, HOU8, HOU11 HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 8 LSTHD8.. LSTHDBRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPA144 Strap -style purlin anchor 9 PA 18, PA23, PA28, PA35, PA51, PAS8 Strap -style purlin anchor 10 PAI18, PAI23, PA128, PAI55 Strap -style purfin anchor 11 STHD10, STHD10RJ Strap style hold-down 12 STHD14 STHD14RJ Strop -style hold-down ® Simpson Strong-Tie2020 FBC Approved Products For direct Inks to all SST approvals Ided below, ® LCK HERB. For additional information regarding Flonda'sStatewide Product Approve] System and Marri-0ade Canty Updated 1213012020 Notioe of Acceptance (NOA), CICE .K HE,e E. 21 U3 series hangers rop flange hangars available in width of 1.9/16" and heights ranging from 5-38" to 15-1/8" 22 LBAZ series hangers Top flange hangers available in width of I V16" and heights ranging from 9.3r16" to 13.118" 23 LEG3, LEG5, LEG7 canes hangers 1'op flange hangers avall ble in widths ranging from 3-114" to 0- NO" and heights ranging from 9" to 33-1/2" 24 MEG 5. MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6 7/8" and heights ranging from 9" to 32-1/7' 25 MIT series hangers Top flange hangers avallable in wwdths ranging from 1-9116" to 5- 1/8" and heights ranging from 9-114" to 24" 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in v4dth of I.9116" and heights ranging from 3.3/8" to 7 1/8" 27 RR Ridge iaRer Connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/8" and heights ranging 9-114'to 32". aW Product(odaLNumberorN¢me 1 ABA44. ABA44R, ABA46, ABA46R, Ali ABA66R 2 ABU44, ABU44R4 ABU46, ABU46R. ABU55. ABU5.6 ABU65, ABU66. ABUSER. ABU88, ABU88R,ABLIVIO ABU101OR.,ASU1212,ASU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 4 A04, AC4R, ACE4, ACO, ACBR, AOE8 5 BC4, BC46, BC4R, BC6, SCSR, BCB, BC52-2/4, BCS2-916 6 CB44, C848, CB48, CBBB, CBOS 7 CBSQ44-SOS2, CBSQ46-SDS2. CBSQ66-SDSZ CBSQ86-SDS2, CBSQ88-SDS2 8 CC, ECC, ECCU Series 9 CCQ-SDS2.5. ECCOSDS2.5 Series 10 CPT44Z,CPT067 CPTS87 11 EPB4MA, EPBM, EP846, EPBW 12 EPS4Z 13 LC1344,LCB% 14 L.PC4Z, LPCBZ 15 MP8447, MPB88Z, MP888Z 16 P844, P844R, PBM, PB66, 135SOR 17 P138"A, P8348, PBS66 16 PBVe,PBV10 19 PC44-16. PICAS-16, PC48-18 PC64-16, PC86-16. EP044-115 EPC48-16, EPC48.16, EPC84-16, EPCOO-18 20 PC4Z, PC4RZ, PCdZ, PCSRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCBZ, EPCBRZ. EPC8Z, EPC8RZ 21 PPB44-4Z PPB44-GZ 22 RPBZ FL#10YB6-R6 AW Product Modal. Nunn bar or Name 1 FJA, FSA 2 FRFP 3 GH46-6 GH46-8, GH4&8, 01148-8, GH410-6, GH410-8. GH66-6; CHIOS-& GH66-6, GH68- 8, GH610.6, CH610-8 4 GLB5A, GLB58, 1331.85C, GLBSD, GLB7A, GL87B, GLB7C, GLB70 5 01-61"512, 06LT812, GLBT516, GBLT616, GLBT520, OBLTS20 6 HGLBA, HOLBS, HGLBC. HGLBD 7 HOT-2, HGT-3, HOT-4 8 UFP10-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3-14'to 9-17 and W2 ranging from 3.518" to 7-112" Screwed column cape with W1 ranging from 3-1/4" to 9.1/2" and W2 ranging from 3.518" to 7-1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Bass Post Cap Post Ca p Post Base Retrofit Post Base Product Descrlotlon Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Beanng Plate Heavy Girder Tied~ Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12130r10.0 For diI [nits to all SOT appro✓als Acted be4w, CLICK HER For draft Inks to all 83T approvals listed below, CL IC'K HERE For additional Information regarding Flande's Statewide Product Approval System and Mami4)ada County Notice or Acceptance (NOA). CUCK H tRP For additional intormauon regarding Flande's Statewide Product Approval System end Marry Dade Canty Ndlob of Acceptance (NOA), CUCK H ERe FLih 0446-R6 FL111104511 All Product Model. N um bar or Name ProductDescriotlan gea8 Product Model. NumberorName Product Descriallon 1 A21, A23, A33, A34, A35 A44 Angles 1 Br, BTB, BTH Stick Ties 2 APA21. APA4, APAB, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI8 Coiled Straps 3 AP844, AP844R, APVBeS. APB66R, AP888, APB88R, AP51010. APB101 OR. APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Cooled Straps APVB44R, APVB%, APVB66R, APV888, APVB88R, APV81010, APVBIDI OR 4 CSHP18, CSHP20 Coiled Straps 4 APDJT2 4, APDJT2R-4, APDJT2-B, APDJ7214-6, APVDJT2.4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Comprosslon/Tension Strap APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate to 5 APHH46, APHH48R, APHH610, APHHe10R Outdoor Accents Heavy Hanger 7 HI, H10A, H2.5A, H3, H6, H7Z, His HISS, H18-2, H1&2S HurrlcaneTies 6 APL4, APL8, APT4, APTS, APVL4, APVL8, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2,.HGT-3, HOT-4 Heavy GirderTredown 7 APLH24. APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 H824 HurrieaneTie 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1 5, HSS2-2-SDS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 9 CBT2Z C13174Z Concealed Beam Ties 11 HST2 HST3: HST5 HST8 Straight Straps 10 CJT3Z. CIT4Z, CJT5Z, CJTBZ Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS2R. HTS30, HTS30C Heavy Twst Strap 11 DJT14 Deck Joist Tie 13 HTSQI8KTZ. HTSQ20KTZ Heavy Twist Strap 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 13 FC4 `CS Framing Clips 15 LSTA9, LSTA12. LSTA15, LSTAI6, LSTA21- LSTA24, LSTA30, LSTA36 Straight Straps 14 FWANT Foundation Will Angles 16 LSTI49, LST173 Straight Straps 15 GA1 GA2 Gusset Angles 17 L.T820, LTB40 Bridging 16 H2A, H2.5T, H8, H10A-2, Hi OS, H14, HGAI0 Hurrican a Ties 18 I TS12, LTS16, LTS18, LTS20 LightTwlstStrap 17 HCJTZ Heavy Concealed JoistTe 19 MGT Medium GirderTedovm 16 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, Ml MST72 Straight Straps 19 KSS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12 MSTA16 MSTA16, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 20 1.30, L.50, L70, L90 Angles 22 MSTC281 MSTC40, MSTC52, WTC86, M$TC78 Straight Straps 21 LCE4 Post Cap 23 MSTC4883, MSTO86B3 Pre -Bent Straps 22 LS30, LS50, LS70, LSW Skerwable Angles 24 MSTI26, MSTI3e, MSTI48, MSTI60, MSrl72 Straight Straps 23 LSCZ Adjustable Stair Stringer Connector 25 MT812, MTS18, MTSi6, MTS20, MTS24C, MTSW, MT630C MediumTwletStrap 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ20RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 25 NCA200.12, NCA2x12.12, NCA2xd-16, NCA200.18, 9CA2xl2-16 Bridging 25 LSSR1.81, LSSR2 1. LSSR2 37, LSSR2 58 LSSR210-2 LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12. RCWR14 Wall Bracing 26 LTP4, LTP5 Tie Plates 2B RPS18, RPS22 RPS28 Repair Plate Strap 27 ML232, M11-247, ML282, rdL28Z, ML21 OZ Angles 29 RSP4 Stud to Plate Connector 28 MMH8 Roof Tie -Down 30 SPt, SP2, SP4, SPB, SPB Stud Plata Tie 29 MMHG Hinged Root Connector 31 SPH4, 9PHB, SPHB Heavy Stud Plate Tie 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLUI211, MMLU139, MMLU1311 Face -Mount Hangers 32 SS1.5, S52.5, SS3, SS4.5 Saud Shoe 31 RBC. RBCP Rod Boundary gips 33 ST9, ST12, ST18 ST22, ST292, ST2122, ST2115. ST2215, ST8215, ST8224, Sr8238 Straight Straps 32 RST-3 Rod Te-Down 34 T320, TB27, TB30. 7836, TB42. tB48. T854, TB66 TB80 Tension Bridging 33 RTC227, RTC42, RTC2Z RTC44 Rigid Tie Connectors 35 TWB1Q TWB12, TW614 Wall grading 34 STC, STCT. OTC. HTC4 Truss Clips 38 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 35 TJ037, TJC57 Truss,lack Clips 37 W8100 W8108C, WB126, WB126C, VVBI43C Wall Bracing 38 Z2, 24, Z44 Panel Stiffener Clips FL#10531-R5 FLIM0447-R6 See X PmduatModel, NumbarorName Produat Description Sea # Product Model, Num bar or Name Pmduct Description 1 C01-127.3711S 5, CBH2.37x7.63, 0131-42.374.75 Concealed hangers 1 AHEP Adjustable Hip -End Connectot 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 2 DSC2R-SDS3, DSC2L-SDS3, DSC511-SDS3, DSO5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/18" to 3-9110" and heights 3 GBC Gable &ace Connector ranging from 9.118" to 23.15116", 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5,25-SDS, HGU5,50-SDS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers, 5 HHRC2-2, HHRC42, HHRC42.2, HHRC411 81, HI-IRC4Q HHRCS.2&3.25 HWRC5,37/81Z Heavy Hip to Ridge Connectors SDS, HGU9,OO-SDS HHRC68 4 HGU8 series hangers Face -mount hangers available In widths ranging from 1-518" to 7. 6 HRC1 51, HRO22 Hip Ridge Connector 318" and heights ranging from 55116" to 12-718" 7 LRU25, LRU28 LRU210, LRU212 RaRerHanger 5 HHGU525-SDS, HHGU550-SDS, HHGU5.62SDS, HHGU700.SDS, HHGU725SDS, Face -mount hangers 8 LSU28, LSSU28,. LSSU210 Light Slopeable/Skewable U Hanger HHGU9,WSDS 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS28.2, HHUS28.2, HHUS210.2, HHUS48, HHUS4$ HHUS410, HHUS5.50110, Face -mount hangers 10 TC24 FC26, TC28 Truss Clip HHUS72&10 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- THAC422, THA428, THA422-2, THA426-2 IM" to 5-1/8" and heights, ranging from 4S/4" to 15-314". 12 THAI I .el122, THAl2.08/22, THAl2.1122, THAI222, THA1322, TH AI3522, THAI422 Adjustable Truss Hanger Sized for I.Jolsts Concealed flange version (HSURC, HSULC) available for all 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange is concealed 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers e HTU20, HTU28, HTU210, HTU28-2, HTU28-2, HTU210.2 Face -mount hangers 15 THJM2.4-SDS3, THJM2-5SDS3, THJU26, THJU2&W Multiple Truss Hangers 9 Hu, HUC series hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 16 TSBR2-24 Truss Spacer -Restraint In" and heights ranging from 2-7/8" to 19-114' Concealed flange 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 18 VTCR Valley Truss Clip greater then 2-WI 6" 10 HUCQ1 81/9SDS, HUC01 81/11-SDS; HUCO210.2-SDS, HUCQ210-3-SDS, HUCQ310- Facc-mount hungers SDS, HUCQ410-SDS, HUC0412-SDS; HUCQ5.25/9-SDS, HUCQ5 2.5111-SDS, HUCQ610 SDS, HUC0612SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30=0 F direct ksto SSTapprovals ll a elo CLICK HERE. For colic n alllisted below . For addtbnal infamadan regarding Fltxida's 5talewide ProductApproval System and Mami4)ade County Notloa dAcceptance (NOA), HERE. FL#11460-RS Jgg,$ Product Model, Number or Name Product Description 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6, HRSs HRS12 StrapTras 3 HUCQ210-2-15IDS, HU00210-3-SDS, HUC0310-SDS Joist Hanger 4 THGB2, TH1383, THGBH2,THGBH3, THGSH4 Joist Hanger 5 THGQ2-SDS3, THG03-SOS4 5, THGQH2SDS3, THGQH3-SDS4 5, THGQ114SDS8 Joist I longer 6 THGW33, THGW3-4, THOW4-3, THGW4.4 Joist Hanger FL#11473-R5 SW Product Model- Number or Name Product Descriotion 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRNL, FGTRHR Girder Retrofit Anchor 3 H16, HISS, H18-2, H16-2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA4C Embedded Truss Anchor 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor 6 HGAM10, HM9 Masonry retrofit connectors 7 HHETA16,HHETA20,HHETA24,HHETA40 Heavy Embedded Truss Anchor 8 LGT2. LGT3-SOS2 5, LGT4-SDS3 Girder Tiadown 9 LTA2 Lateral Truss Anchor 10 META12, META16, METAIB, META20, MSTA24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM30, MSTCM40, MSTOM80 Strap Tle for Masonry 12 MTSM16, MTSM20, HTSM18, HTSM20 Twist Strap for Masonry FL#11496-R5 &Mfi Product Model- Number or Name Product Description t D1TiZ DackTension Tie 2 HD12, HDi9 Bolted Hddowna 3 1-103B, HD5B, HD76,, H098 Bolted Hoklowns 4 HTT4, PITTS, HTTS-3/4 Tension Ties 5 LT719, LTT20B, LTT131 Light Tension Ties Sao # Product Model, Number or Name Product Description 1 S8518x24, S8716924, SB1x30 SS Anchor Bolts 2 SST816, SSTB20, SS'TB24, SSTB28, SST834, SST836 SSTB1 SL, SST820L, SSTB24L, SSTB Anchor Bolts SSTB28L FLAN 3d72.R4 Sea iI Product Modal- Number or Name 1 CMST72. CMST14, CMSTCIB. CS14, CS16, CS18, CS20, CSM 2 HRS6 HRSB. HRS12, FHAS, FHA9, FHAl2, FHA16 FHA24, FHA30, MST128, MST138, MSTI48, MST160, MSTITZ SIMST27, S/MST37, VMST48 3 HTS16, HTS20, HTS24, HTS28: HTS30, HTWOC 7 9 S'TAi2MSTA15 STA18 TA21 4 L8TA30, LSTA3B, LST 49, LSTI 3, MSTA , M , , M , MS , MSTA24 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21.. LSTA24, ST292, ST2122. ST2116, ST2215 6 LSUBH325, SUSH3,25, MSUSH3.25 7 LTP5 8 LTS12, LTS16, IS618, LTSM 9 MSTA30, M1STA36, ST0215, STe224, ST9, ST12. ST1 S. ST22, MSTC28, MSTC40, MSTC52 10 MSTC88, MSTC78, ST8238 11 MTS12, MTS16, MTS18 MTS20. MTS30, MT824C, MTS30C 12 S1B1 56, Still SIB2.0e, SS2.37, S/8166, V132,68, S1B3.12, SIB3,56, 8163 62, SI64.06, 5/64.12, S184.28, S/B4.75, SIB5.50 13 o-18A2.12/8, S/BA2.12/10, SIBA2.12112, SIBA212114, WBA4.18/8, SIBA4.18/10, S1BA4.I&12. WBA4.18/14 14 SIH1A 15 S/HDOS. S/H0813, SMDiOS, SMDi09, SIHDI5S, S/H015B 16 SIHDU4, S1HDU6, SIHDU9, SIHOUI1 17 S1JCT, S/HJCT Product Desanytion Coiled Straps Straps 97 mil (12 go) Heavy Twist Straps Straps 43 mil (18 go) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Tw st Straps Straps 54 mil (16 ga) Straps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricano Tle Holdowns Holdowns Joist Hangers ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2024 For direct Inks to all SST approvals Haled below, CLICK HERE. - For additional Information regarding Flonda'e Statewide Product Approval System and Marti-0ade County Notice of Acceptance (NOR), CLICK H E,iC, 18 S'LBV1.56, 51LBV1 31, S1LBV2.06, SILBV2.37, SiLBV2.56, SILBV2.68, S/LBV3,12, I op Flange Joist Hangers S11_13V3.56, S/LBV3 62 S1LBV4,(16.. S/LBV412, ,SILBV4.28, SILSV4.75. S/LBV5.60 19 SILTT20, S/DTT24 S/HTT14, HTT4, HTT5 Holdow is 20 S/MSTOO, S7MST72 Straps 118 mil (10 941) 21 SP4, SP6 Stud Plate Ties 22 SSP, OSP, TSP Stud PlataTiee 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 I russ Jack Connector FLOM3904-R5 Sec 0 Product Model, Number or Name 1 CCQMS_62-SDSHOG, CCQM4-82-SDSHOG, CCQM5.50-SDS14QG, CCTQM3-62-SDSG, CCTQM4,62SOSG CCTQM5.50-SDSG, CCCQM3.e2SDSG, CCCQM4.62-SDSG. CCCQM6,50-SDSC 2 ECCLOM3.62G-KT, ECCLOM4.62G-KT, ECCLOM5.51i ECCLLOMD3.62G-KT, ECCLLQMD4 52G-KT, ECCLLOMD6.50G-KT ECCLRQND3.62G-Kr, ECCLRQMD4.62G- Kr, ECCLRQMD550L3-KT 3 HGUM5 25, HGUM5.50, HGUM7.00, HOUM7.25, HGUM9.00 4 LGUM26.2, LGUM26.3. LGUM2l LGUM28.2, LGUM215-3. LGUM28.4, LOUW10-2, LGUM210-3, LGUM210.4, LGUM48. LGUM48 LGUM41C 5 MSHA3.12/9.25, MBHA3.12/11 25. M8HA3.56/7.25, MBHA3,56/9 25, M13HA3560125, MBI-IA3.56/11 88, MBHA3,56114, MBHA3,50116, MBHA3,58118 MBHA5.6077 25. MSHA5,50/9 25, MBHA5 50r11 25, MBHA5-5WI1 88 MBHA5 50114, MBHA5 50r16, MBHA5.50118 6 M13HU3.56M.25, MSHU3.60/11.25, MBHU35&11.88, MBHU3.5ell4, MBHU3,56/16, MBHU366118, MSHUS.S01g,25, MBHU6.50/11 25, MSHU5.60111,88. MBHUS60/14, MBHUS 50M8, MBHU5,50118 FILM 3975-RO Sag If Product Model. Numberor Name 1 SOW22MO, SOW22338, SOW22438, SOW22458, SDW22500, SOW22600, SOW22638, SDVM834 2 SDVVC15450 SDWC15800 3 SDWH 19300DR SDWH1940008. SDWH IPOODDB, SDWH1980008, SDWH 191000DB 4 SOWH274003. SDWH27800G, SDWH278000, SDWH271000G, SDWH2712DOG 5 SDW676212, SOWS11i SDWS16312, SDW81 M 8 SDWS19800, SDVV81971Z SDWS224D0,SDWS225W.SDWS22512, SDW622600. SD'W822800, SOWS22900, SOM221OW. SDWS221100, SDWS221200, SOWS221500 7 SDWS22300DB, SDVVS2240008, SOWS2250008 SDWS22600DB, SDWS2280008, SDWS221000DB 8 SDWS2231208B, SDWS22512DBB 9 SDWS27300SS, SDWS27400SS. SDWS2750DSS, SDWS2760OSS, SDWS278COSS, SDWS271000SS, SOWS2712DOSS 10 SDWVI3400 11 STN22 Product Descriotian Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strang -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Seong-Drive SDWH TIMBER-HEXScrew Strong -Drive SDWH TIMBER-H EX H DG Screw Strong -Drive SDWS FRAMING Screw Strong-Drrae SOWS TIMBER Screw (Into nor Grade) Strong -Drive 80WS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Woad Screw Strong -Drive SDWS TIMBER SS Screw Strong-DfiveSOWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FL#15363-R3 §KA Produot Model. Number or Name PMdUCt DnaMAlon 1 AS IS. AS 1855, AS 18S8 18 ga Truss Pintas 2 AS 2OH5 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector FL 730-R4 Afta Product Model- Nurdber or Name ProductDmirlotion 1 ET HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GOPS, GW-50, GW-76, G W-100, GTH Gas -actuated fasteners and assemblies 3 POPA, PDPAX, PDPA-MG, PDPAT, PDPAT-K PINW, PINWR PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 -SET-3G Adhesive Anchor for concrete ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 For direct Inks to all SST approvals Asled below, C L IC K HERE For additional Information regarding Florida's Statewide Product Approval System and Maml-Dade County Nolte, of Acceptance INCA). CUCK H Fit 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.5/8" to 3- 9/16" and heights ranging from 4.5116 c, 11" Concealed flange version (HUSC) available for modek having width squallo or greater then 3-9116" 12 IUS aeries hangers Face -mount hangers available in vdtiths ranging from 1.718" to 3- 518" and heights ranging from 9-1/4" to 16' 13 LGU3.25SOS, LGU3 89-SDS, LGU5 25-SDS Fare -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC2e7, LUC2107 Face-mounthangers 18 LUIS aeries hangers Face -mount hangers available in widths ranging from 1-9116" to 4- 5/8" and heights ranging from 3" to 1 a15t18" 17 MGUS.83-SDS, MG1.15,25-SD6, M131-15.60-SDS, MGU5.82-SDS, MGU7.00-SDS Fsoe-mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging hom 1.9118"to 5• 118" and heights ranging from 6-15/16" to 19 MUS26. MUS28 Face -mount hangers 20 SUR. SUL SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9/18" to 3-9/16" and heights ranging from 3-1/1 &' to 13-3/4" Concealed flange version (SURC, SULC) available for all double 2X and 4X modals; on ly acute flange is concealed, 21 U aeries hangers Face -mount hangers available in widths ranging from 1-9118" to 6" and heights ranging from 2-5/8" to 11 AM" FL#1066'7.RB AW Prod uctModal .Numbar orName PmductDescndtion 1 BA series hangers Top flange hangers available in widthe ranging from 1-9116" to 7- 118" and heights ranging from 7-1/8" to 30 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 1/8" and heights ranging from 9-114" to 24", 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2" to 3- 518" and heights ranging from 7-114" to 24" 4 DGHF series hangers Top flange hangers available in widths ranging from 1.314" to 3- 5(8" and heights ranging from 9 1/4" to 24". 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.114" to 8- 7/8" and heights ranging from 11" to 32-112" 6 EGQ series hungers Top flange hangers available in widths ranging from 3.518" to 7- 114" and heights ranging from 111V4" to 32" 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 8-718" and heights ranging from 8-V2" to 28". 8 GLTV series hangers Top fledge hangers available In vadths ranging front 3.114 to 7- 1/8" and heights ranging from 11" to 32' 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/2" and heights ranging from 8" to 30" 10 HGLS sense, hangers Saddle hangers avallabfe in widths ranging from 6,114" to 8-718" and heights fanging from 10-117' to 28", 11 HGLT series hangers Top flange hangers available in vidths ranging from 3-114" to 5- 7/6" and heights ranging from 7.112 to 32' 12 HGLTV senes hangers Top flange hangers available in widths ranging from 3-1/4" to 7. 118" and heights ranging from 14" to 33" 13 HIT series hungers Tap flange hangers available in widths ranging from 2.5tIff" to 3- 9/18" and heights ranging from 18" to 20" 14 HUSTFseneshangers Top flange joist hangers available in widths ranging from 3-118"to 3-9r16' and heights ranging from 5-3/8" to 13-1/8" 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from I -9/16"to 5- V2" and heights ranging from 3-7/16"to 15" Concealed flange version (HUCTF) available forall models having width equal to or greater than 2-9/16". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9118" to 7- 118" and heights ranging from 5-3/6'to 28" 17 HWPH series hangers. Top flange hangers available in widths ranging from 1-9116" to 7- 1/2" and heights ranging from 5.316" 10 37' 18 ITS series hangers Top flange hangers available in Widths ranging from 1 .0118" to 3- 5/8" and heights ranging from 9.1/8" to 16' 19 JB series hangers Top flange hangers available in width of 1-911 U' end heights ranging from 5.3/8" to 7.1 W 20 JBA series hangers Top flange hangers available in width of I-SIM6" and heights ranging from 94V18" to 13-1t8" Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 For direct Inks to ell 8ST approvals listed bolav,. CLICK HERE, + For additional information regarding Florida's Statewide Product Approval System and Maid -Dads County Notice of Acceptance (NOA), 5 SET-XP Adhaswe Anonorftor concrete e Strong -Boot 2 1 STB2.4SS, STB2-6SS) Strong-Bot 2 Wedge Anchorfor concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HP (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-C-MM Then HD Heavy Duty SorewAnchor for concrete and masonry avalable with hax head In carbon steel and Types 304 and 316 stainless steel, or with countersunk need in carbon steel and Type 316 stainless steel 8 Then HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger ITHDB26158RH, TH0637158RH, THD37212RH, Titan HO Threaded Rod Hangerforconcrets THD50234RH, THD10212RH) 10 Wedge -All (WA) Wedge -All Anchorfor masonry FL#15230-RB §gpJ Product Model. Number or Name 1 AT-XP 2 ET -HP SET-XP 4 Strong -Bolt 2 (ST82) 5 THen 2 (T7N2) 6 Tien Hp (THD.H4SS. THD-HBSS, THD-CSBSS) 7 Tien Turbo (TNT) FL#11i837-R3 fit" FMdaCt Model- Num bar Name 1 X34B1018-5KX1S1016,XiB1016.4K,XQ1S1018,XQ1131018-4K 2 XLO114T1224,XLQ114B1224-2K 3 XMQI1461224, XMQ'I 1481224-2K 4 XQ114S1224. XQ114B1224-2.5K X114S1224, XQ11261224, XQ1 12BI 224-2K 5 XU34S1016, XU34B10163K F1.111135220-RO Sea. Product Model, NumbororNearly 1 OSSCB43.5. OSSC848, 0SSC84s DSHS 2 FCB43.5. FC845 5. FCB47 5 FC649.5, FCB411 5 3 FPHSD34S1018,FPHSD3481010,FPHS034BiD18.5K.FPHSD34S1214, FPHSD34B1214, FPHSD3481214.5K 4 LSFC2-25, LSFC4,25, LSFCO.25, SFC2.25, Si SFC625 5 LSSC4.26, LSSC8.25, SSC2 25, SSC4.25. SSC6.25, MSSC2.25, MSSC4.25. MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S RCKW5,6S 7 SC8493, S0845 5, 9CB47, 5, SCB49 5, SCB411 5, MSCB45 5, M8CB47 5 8 SCS32-5/97, SC562-5/97, 5CS02.V118. SCS82.51116 9 SCW3 25, SCW5.5 10 SJC8,25, SJC10.25, MSJC8,25, MSJC10.25 11 SSM.518 12 XLSH3401414.XLSH78BI414 13 X0181018, XQ181Oill X41S1214. XQ181214-3 SK, XQ78S7224, XQ78B1224-3K, X011461224, XQ11481224-2.5K, XQ11281224, XQ11281224-2K, X3481016 5K, X1S1O10, X181016-4K, XiS1214, XIli SK Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Soh 2 Wedge Anchor for masonry Then 2 Screw Anchor for Concrete Tkon HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless &feet with countersunk heed Titen Turbo Screw Anchor for concrete or masonry Product De9anptlon #10-16 Strong -Drive X Metal SeH-Drilling, Tapping Screws with #3 Drill Point All 2-24 Strong -Drive XL Large -Head Metal SeH-Drilling. Tapping Screws with 05 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal SeH-Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Dave X Metal Self -Drilling, Tapping Straws Wtth #G Drill Point 410-16 Strong -Drive XU Metal Self -Drilling, Tapping Scxewe with #1 Drill Pont Product Dascrtotien Bypass Framing Drift Strut Connector Bypass Framing Fbied-Clip Connector #10-16 and 912-14 Strong -Drive FPHSO Framing-to-CFS SeH- Drillilg, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Well Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head-of-Wair Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Strews 010-16 412-14 and 412.24 Strong -Drive X Metal Self -Drilling, Tapping Screws N N (n CU O U �- C O C cia TO V Q- C C 0 Q Q U_ Cn >` O Q L Q (� .- ``C^^ VJ Q Z W J dD o C'V '= 1r > ru-r O L 0 c ac o cz ro CU N �- N is in O N L ® ' ar �' m N a � as nr C. L C G 4 CC av >u m ar ar im try � c � ro G- N G 0. C? n. O w Cn E z M O CL O CL L U 0 L W U CC M -10 n< a.. - F- L L_ Clio LL1 W Z Z Q J IZ 27, 2022 SHEET N0, PA 1.2 MIAMl�XUAW-DAWCOUNW PGThedustiries.lnic. PGT,11u4u%trie%Inc. Mi PRODUCTtrt3YMOL SECTION PGT'Snhs�'!II •t'_. bt. 11,905`s'arshesuakRoom 24B N(3TI EOF.ACC'EPT_ INCT-EV DE<NC"ESUBRIIT"� NOTICE, OfACC EPTA_NCE.:E1wIDE NCE SUBMIT TED 8EiF9�T'MiENTCiB itEG�fL�i,`t'oRY.A,I49BGDNCJh'LtC FS(i�$� hdic�.u..FJu�I 33 175- =1474 AGARD AND CODE AXINGU ISTRATION UrVOWN t r7sgj 3LS-;upa F (7";u-2s .'NOTICE 01F 4C C'EPTAiT CE: E'� IDY-NTE SUBI�if>�TED . iPRfl_O/A�ldi�8_fSY:K�N®i NOTICE OF AC CEPT�►-N CE (-NOA) 7 I. IvWeace subod"ed under previous. GA D. QUALITY ASSUR—kNCE A. DRAGS B. TESTS (continued) 1 _ Miami DadeDepartmebt of Regulatory and Ecawmic Res (RM). I"GT Industries, Inc. 10701tchartoiva Dzive., 1. Manufacturer's Slit drawings anfdy�sedioons- 5. Test -report on 1) Air lrrflltratim Tes-t.. prr FBC. TAS 2Q2-94 -T reLA:�tl,tlr.3i Y'4 (+7 r�1F rli�l� u.�d '1W+.'i . iMi1i/Z.VY# ry 2)Uni omStWic.' i Pmmve T�.�#liC. TAS 202-94 � ` �^� p � � � � E. Ji�t'13i+.iA�IAL C�TNICATIONS MATERIAL Scon: 2_ Dnrwing,No. 3M-5570.0, td1rd'Vmy11 Sliding Glass DoCffN0A(I1q,)7. sheets 1 3):Water Resistance TeA, per FBC, TAS 20294_ 1_ Notice ofAcceptance No. 15-45,18.14 isstot to Vision Ext== Lstmited for ti>fr ihisNOA isbemi issoe�d under fh�e upphcable rides and regulafia:ns govemtug Sire are of ca=Ituctianmatexials.11te thr+au gh 21 of al, l+rgwed brymauufxhit er: bated 1a145d 5_ with t�c�ion A dated 4) L gibe Impact Test per FBC, TAS 201-94 "'43'`Lite Rigid P`"C Ex*rior Eaitrtisions forty` ndews and Doors'- dated 08,13.45_ docuaaat �ticd has been r+ hewed asd accepted by Miumu Dsde County RER -Product Control Section to 00511?. signed and seed by A- LMufller, P.E. 5) Cyclic Wrind Ptt'mwe Loadingpts FBC, TAS 103-94 o ang on.+950119. be use$ inKnimiDade.Cnmgyaatt odwrw aswhem d1owed.lbythe Authority Havinghuiselietion(AW 6)Fc wed Eaffy' Test, per FBC- TAS 20 -'9ti 2_ Notice of Acceptance No.16-M©.09 iw;wd to V;tm m. E)an=n Limited for tbm *A-E MisNOA sballnotbe vaW aite'r the exparaion Slate stated below. The NUmi-Dade CatmtyA oAtict Conero1 Seen B. TESTS along with marked -up drawings and installation diagram of vinyl sliding glass door, pmepareld 1000 Tan .102 and iitgllter Shades (Non -White) Rim P'(`fL Exterior Ev-trvsions for (IttMann Dade Cbuaty) =&ortlie Alit ('m rims other than N iami Dade, C'ouna )reserve the right to have this 1 _ Test t�xirr vn 1) Urrifamo`Static Alt Prt 'Test, gerFliC. TAS 202-94 ily F dlittlt Testes Lab. Inc_, Test � No_FTL 85119, dated 11+106fI5T � a�lcl �"6[tcdows and i)!tl{rr3'�, dated 1.?,+0$1Yt- eapi� era I2�9i21. product or material reined gt rt puspcch if this a ormrttertal to at ni tm: the a arc ept or 2) Lame AEssile 1m;pact Test per FBC, TAS 20140 4 seamed by Idakais Ortega, P. E. (Test report revised on 110 4f i 5 and 0? � 1116) 3_ Notice of Acceptance No.15-0529.15 k-simd to Vision E� Lnnated fear their wifcc curhty d the ely re etxsaner. the aaaxr�esntec wilt inctertht rxpcetse of such testing and thr AH7 rsiaw immedi®tely rev nice_ m a dify. or exp ma 3) Cyclic Wmd Preswe Loading per FBC_ TAS 203-94 $_ 'Iles( tie rt i�ril 1) Air TrrflBratitan Tt�t. her F)3f ; TA5 �.U? -Brawn Coated (Painted o r Laminated) i't''ldte Rigid PVC Exmior Extr udons for suspend the use of snub product or material wkiiiu ditir jurisdiction. RER reserves the right to mvol-e 1 acce,p ixitisdetenameedby iwtiasui-l�adgrCo�mt�,*ProdacrCos�ol'S�ectsouThatthispro+d4rrttarrmaterial f,�xls to ��'IIg Widb� dr,1VG- and 1Z�a�ttt� d- of'� uy1 sliding ghm door, pi epared 'Pest � .�- 2 Ud�lv2m Static Air Test. j pcsFBC, TAS 20. 9 Windows and Doors", dated ti8t13� l5. exprr QQr3Q "i 4. uwvt die t'equirauturts of 'the apphcat�le building code_ b F ration Testing Lab, Inc._ � N o_FTL 571,, dated 1 ,107,15, and 3 Wa�trsResu Tire Test, ) per FBC, TAS 202 - -1. I�otl�cc'�FA ccepta a to.16-f171'.+DZ issued to E R+CiI Solutions USA_ Tisis product is apiwov�e-d as desctiW herein andhas been desig�wel to c amply with the Flonds Balk rag Cod&_ sealed b Idaltins t?rte a. P_ E_ (Test "� r g (T teF'as'r rev W5d on 4 15A 6 and 0' '�416`) 4) Large NhWle. I t Test per FBC, TAS 201-94 c - ,Feewstration Inc. for then TAN 3040 and Ludlum Shades (Nosr White) Rigid PVC Eat*iior including the Iii,gh Velocity Humcaste Zone. 2. Test report an 1) Air lnfilttration Test, per F13 _ TAS 202194 5) Cyclic Wind Press Loadingm FBC:, TAS 203-94 Extrtisions for 111 doors and Dow5- dated 09115(16_ oviring on 0104021. I?E.SC I ON: Series,4:..S7(v277a" N'invl S"tidr'mg Glass Dow (R.einfareed) woo 9tF & M-0 cowt err-I..M1. 2) Unifbm.Static .+fir Pressttt+e Tess, per FBC, TAS 342-9 4 along with warlmd-up dmwm and m"lation d of %vinyl sWmg door prep2red �,ep 3_ Notice of Acaptance i'No,1"7IZO-! issued to ENERGi Fenestration Solutions U S.k- . PROS ��LDOCUll .XT: DrawbugNo. MD-5570.8 RevB_ uded''Vmyi SltdmgGlass!)=NCA►(LIA)"_ $ � Water Resistance Test, FBC, TAS _0� 94. -) l 2 '�# by Ftm ttion Testing Lab, Inc..c_. Test ors � a, F7L B552, dated d��'Cl##Ji 5, afld 7 sigme¢.. Inc.Irlc. feet their 'Bronze and L' liter• 5hatdeg of Ga p Coated Rigid PVC Ei�tet�ior 1 than 1 of 21. ared bpmanafacrtxm, dared 10), 5,4 5 and last n vised an 0�'0112 L s and s b ' '`` ,4 a 1�Stssile Impact FBC- TAS 2Q1-94 ) Impa � - scaled by Idaltuts Ortega, i'_ E. (Test irpoort revised on. 02,1 a12016) Emu-uslioas for R itidows and Daot"s tlaltxl 09115�16: as D1!1G�2A- E_ A LyrmlirSillet, P:E _ taeari +theMiami-Dade CovntyPradrux GcratraaiRe Revision sranp u Sire Notice ©f 5) Cyclic Wind Prey= LoadingperFB�G_ TAS 203-94 '� Forced ' Test, per _TAS JCO2-9�4 7. Test r�epon on 1) Union Static Aire Test, per FRC. TAS 202-94 .� Large Missile Impact Tea MFBC, TAS 23Ot_p4 '�) �6. Notice of Acceptance No.16-0712.03 issued to ERGIFenestration Sahntiions USA, Iztc, fir their Whitt Rigid FVC' Ester krErnv4Dns for Windows atsd Doors." dated Acceptattce,unni r and a gnraiou date by the i1� am Taa4e C4aaty Ptodact Cos*W Sechon. 1i3,5S� IMPACT 1�AT1NG. La rgr *ad SmD Wisa� aet Rtshtaut � along witL:ned�p drawings and instaliatton diagram ofvitxyi sliding glass dtyae< paepasred x 3� C�*rfic Wind Prt�txne Loading per FBC. TAS 203-94 _ 418110�`1 "�. t�afm� on a?2$�l S. la FtatcAratnon Testing Lab, Inc„ Test No- FTL $alb, dated 1 IA3611 S_ and Y � signed alo>yg witltnaarlced-wCp tisawiri and installation diagra;n oft�tuyl slidlrtg glass dotty. ptr�ep�d 7 'Hest t�gorrts No(s) 1t1-t?02-79.�.(,�). 10-�Cf6»MUS?i, §35753-09_ per r�STME-iOr 1'�imitsttiorts: i _ table 1( er and (elite 3 S) a SCIl3 hurt saes, pressmm zrinfRarces ass. es T -�! sealed. by Idalm Ortega,P E_ (Tea revised on 011+4�4,+16 and 0—111201 b Fe stration Testing Lab. Inc_, Test XTwt 'N'o. FTL 6639 (sm%des A_1 tlr u A y2); dai:ed AS-MM 1929 zW ASIM M35, issued by EXOVA to Visions F.xhusion for cellulosic -I & _4he is 74 lesbe .glass types, s�t�r('see rabSesTt-t S,r Ha��_:sliee�ts 7-8y u� anchartayan# si:eersxequirermears isr Zee ins 1fr,. & 3, Test tart on 1) Air Infa3tratwnT FBC, TAS ?fl2 94 '2) 1 !19/10_. igned and straled. by Jorge A. Canso, P. E_ {Sobupiard tinder.LND_4 ��►& II- composite nutenal 2_ Rigid White , Tam (l�tvn wt�) Rigid FLrC grid l3rovwn coated (Filmset or ]atnmated) wfzite Rigid PVC to be IJnifem�l Static Air Pressure Ik*st= per FBC, TAS �202-94 Ui�l7. C14Pt (�'ubrtAh"ctid' �t�er' 1�►r1')`� E'tio.11-411dT,�) beledpersdl+t't3A�'sregnirenje>nts. eftr 3) Water R.esi ce first, FBC', TASK 2�02 94 8 Test report on 1 Air Test, FBC_ TAS 02-9A 1 P� 8_ Notice of Ac afire No. I 4416.11 (red to �y Ada., .Inc_ for their '�'� 3. Egless operabled,00rs ens# com*ywitdtmm Irk wuftho rhaditperFBCn%quireanat, as applicaia c 4) Large 11 irMe ImpactTtest per FBC. TAS 201-94 ) Uri feim Static Air Pm%mur Test ptr FBC. TAS 20294 "SentsTGUst (Ckar and White) Interfayer , exprinng on 07,046118. t. Pocket walls trader wpatate appt n-A to be ret-ievvedby iauildurg official 5) Cyclic Wind Premwe Loadingper FBC, TAS 20394 3) Water Reststance Test, per FBC, TAS 202-44_ 9_ Not=e of Acceptance No_16-1117.01 fseued to Ru=y A erica: lw_ for Shear LABEIX G: Each uw shaT1 bear a penunuent label with the ruataet's aamr or logo, ,city, sage and set`ses tend 6) Forded Entry Test, per FBC. TAS 02-9=4 4) Large Missile Impart( Test per FBC, TAS 201-94 "Tr dfall Ultmclpatr. Clem, and Color P B Interia m-s '. eq*ing an 0708,19. atlarvrn .sta "14irarm 73ade Courty Noduct CDv&ol Appeoved'_ noted hemirL along with=rked-W drawings and Matson degree of vtnyl Wing gUss dryer_ prepxed 5) Cyche Wind Pres=r Loadingper FBC, T-4S 2A3-94 RLN7]E ►1AL of ftzNOA dial( be ecca fared afters r'raevral atpphmtloa has beenfiledw there has be nuo by Fenestration TestingLab, lnrt,_ Test Rwitt Nt3_ FTL 8547. dated 121%115: s-igned.and 67 Fomed Entry Test- per FBC TAS 202-94 F. STATEMENTS change . in the lebu codex � 'tn�l5affectag the pt~af'otmastcr of this sled by Chtega, P, E. ,r'eport rrVised tam 02115'1 6) aioxlg wsthu>adCed-tug drawings awl installation diagram Qfvmyl sliding glass do", pepared 1. Staieintmdt ktca:r of ctxtlfatnanee with FBC-,-5* Edition (2014) and FSC-61ftEdid,on TER11iLti AT 0.'kN' lfthis NOA will oct cut after the ex*mhm date at if Shone has beery is wvism or chw is the 4• Test upw on 1) AirInfibmion TW. per FBC_ MkS _'102-94 by Fenestsattio© Testing Lab. Inc_. Tit RgrM No. FTL 63V (s unples AA thru A-5). bated (2017). usued by marwfaetum, dated 08/14117, ed & sealed by Lynn Alffier,. P E_ tnatenait;,- tale,antVarmataxfacttutroftheprtaductor nocess. ll�useofthis NOA as�aneadovwtivaof any piednrt 2) ITnifotnn Static Art Pressure Tint, per FBC_ TAS"?OL-�74 121�t16+10- wgued and sealed by Jorge A_ Ca€ m. P. E (Tribmbled �underAVt711'Va.11- 1, Statement Letter of no financial tutete�, dated t�l'IPw'17, issued by tttarrttfacttrrer d for sales, advtrtishtE ov otiy other purpmes shall autowaticatiit tennivoretitis NOA. Failure to ctmfty With any 3) Water Resistance Test, per F'BC. TAS 21M-94 of 07 091) se:ded by Lynn Mr`lla. P.E section ofthri NOA shatll be ca ore fm *mWn ==d renmval of NO k 4 j Lathy M nk ImW Tess pef FBC, TAS 201-04 3- Letter of lab , part of the abw test septets. A TRTISF-MI T., ThrNDAunnat xprecededby 11*wor& hlianu-Nde Cam Florida., aid follcmedby the 5) Cyclic Wind Pressure Loadug per FBC-TAS 203-94 C'. C ALCI?LATIONS 4-. RLRTcst Proposal No.17-0387_ dated 05/05.17. s bV ls�,q CJ�da. P.E. expu,auondarteivaybedis kyadmadl,utmmgldennue� Ifait?1PafrUanofthe NOAisdisplayed. tlre�titshallbt" 6)FrettedF YTest, perFl3C_T�A.$2'02-94 1 4,udxw Vftifrcatioutakulatiomand stsucttualattar W'"FBC-20114, �> c dour r,. its entsrrtety. with drawings andinstallatiosnd' ofvisn skid' along .'rip gs yl .rug gia.� door_ pare�p�ced �d PGT, dated 1?�'{19115�d last ar�ri4ed art D2�'15r16: Sad and s+ealtd by G. OTHER, - II'45@Ei'IIO:h:.Atar of tdtrs c�'e NOA shall be ceded u3 die. user the ctueer cn' its dtsttart and IsF ' try t�e,5"�tlpn T i.�b� 1ar,, Test NiR_ 1'IL 85�$� dated i � F t�tiftg R.eptxt 24W I25, signed artd � Aat4tvrsyL MYIIc�, P.E. (Srrbt►sriri�d travdtr a'r'!I � ?l 0 1 S-1.,.I11i171 j. 1 _ Noticeof Accepbwe Nta_ 15-121i1.01_ is � to PGT Inrinstm... for their Series ihall be available far tstspectson at the ob site of the r err ofthellutM Oft at_ 1 equ r� � sealed b5 .Idalmis Ortega- P. E. Nest re"A €reed an 01 4l 16 and 0j)11.1 did. 2. Glazm g cos�lles w� r�S'Tr4'IE,13Qt7-09_ fi,7, � � `5 , t ,7", 0" Vinyl' Shading Glass Door (Reinforced) - L.IILL" exllulug on 0+14,21 _ Thi6NOAreviscs&resevV N- OAd204429.0_ and rcrosysts�sf�Pagel mute*,ude�epagesF_I,F_2.E-3.E-�1. t � � � �+: f �w.�,s L. '� » �� .. � 4 � t �1rt0i'l. �' �''t,a"� � w �"No,.:�,^^. E-S.cFc&iasnrellssaprptovatd�rsmrrtt�e�aedabart+e. lAnq I, a602 4. P.E. IsLaq L Ch*ails, P.E. + Iakaq L Chnaih, P.E. The t<>a list doctmuen tarsoa was reviewed bar Ishaal L Clsanrda. FE. Product ironuol U�sit 5 rr-twr. opt PredrutC"oatroi L]Ut 5u 'nor L� Proaltu# Coutroi 7;aat 5up*r6tot .. rv. INO A No. 114.t 9-03 NO -AL -ND, 10, 141i?6.11.3 NOAWe.11-4204_03 NOA No. 31-020g.b3 Fspir.timn Dots; PYpa ii 11, =t}26 Fsltirntloa llatmm: Aprit l.t,102d Espirrstim taste: A pcil. l4, 20.19 Expiration Date: 34pril I4, 21OU Approt~aMatedlarch'_a, :1t21 Approval Date- Nfarck 15. 2011 Approvil Daoi March 26,:011 .11tpro ra l Ileat::tlarcl►1f,14111 Faga i E -1 1E PGT Iadnetrie s. %c. C GI Whidlows a►nd Doors, Inc. PGT Indtrstrits, Inc. NOTICE OF ACCEPT-AX C'E: EVIDY-NC"E Sl.$RAH1TEb NOTICE OF ACCEPTANCE: EVIDENCE SUB'MITTE,D XQTWT OF AC'C'E.PT.-ILYCE:E4'IDEINCE S[B ED ? Etidence Submitted -under previous submittal 1l E. MATERIAL CERTIFICATIONS (coxid rn�e) j. New Ec>deIIete Submitted 5. Qlrane x Part Sltuter Sharer Standard comtplyistg wall ASTM C 518 Thermal Conductimy A. D1LaRl}'rTGS 0.881 BTU-inr hr.-fF-F. ASIM F 1249 WVTR P'asss, ASTM D3985 Oxygtal * ASTM E A, DRAWINGS 1. Dming No_ MD-$570,0 RevB, titled "Vinyl Sliding Glass Door NOA 114-, sheets- 2.190 I.G_D=b hty-No Fog-Pas6_ (Suftiftled under jJU'onlous X0.4 o.15-0404 05) 1. Drawing No: MD-4570,0 Re%,B, Titled -Vinyl Sliding Glass DarorlrT4A (LMj` _ dwets Y 1 tLmugh 21 of ? l,,pnyared by unnafacturer, dated 10V545 and last reused on through 21 of ►1_ prepared by s 'tetwu. dated I OtSll5 and last revised on 02M1(1. 04J21' 20, sagred and scaled by A- L)mn Miller. PE_ 6. Quarta Pant DttraseA o=Vly* with ASTM C518 Tbennal Conductivity 2.22 BTU-inl s�ped and scaled by A Lynn Miller, P.E. hr_ itr-`F: ASTM F 1249 W"4rIR:Pass, ASTM i% 1434 Argon p -Pass, A5T1vi E Note, Tlfis isioa c onssists replacmag ofsanie test mg;mstallation screw wdhflat head _ B. TESTS 2189 I.G_ Du ability Na Fog, ASTM E 50 Dew Post Deve t -20*F is 48 ins. 1. Vest reports oa:.1) Air InOtration Test, ,per FBC, TAS 202-94 (Sabtrthmd nuder Xa4.a3Vo.15 0409 05), B. TESTS 2) Unift�tm Statirc.ASt Prose Test, Loadingper FBC. TAS 202 94 7- Visinta siona. Ltd- Parts cosplyi with PVC AAMA 303-13, Voltudary' Sp�iftzaWa 1. Notts. 3) Water Resistance Test, per FBC, TAS 20294 for R d Pn15 vinyl Chloride (PVC) Exta�iol• Profsls for Vision Extnasioz - Ltd: �E'X 1 by 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA Fenegrition ExterwProfiii a Cullen Pr to (Suba h%ed under NOA Xa 1 S- C CALCE'L.�1TCli�i S 5) Cyclic Wmd Piess re lmdingper FBC_ LASS 203-94 0409.05) . 1_ I"4 along wit (marked up drawings and instaliatiaa diagram( ofall P'GTlmdusuies. Inc. S. Vision FAtrwirortts, Ltd. Partscomgly n<g withhPVC-AAMA 303-13_ represeataiiva (stilts listed below and tested to qutali'fy Dowsd 791 and Dtw sil 983 sores. (Submided nnder ]VO-4 X0, 1 S-0409. 05) '�oiary T D. L �II.ITi'.4~SSiTRA'YC"E '� prepared by Fenestration Testing Labtatatary, Inc.. Test Reports No-: 9. PUG"-,+�A�rlA 303-13, Sper�iatum 'four rigid Pvi1-trt Gidotide (PVC) E�tet�x 1. made of Reguia4t� and Economic Rem (RER), F�T*'L-78n9�7�, PVC Irme�d W�t'�,��ro�,tiv (u n/t+6 in dated 09t�3{'14��r--y� P-+roftipcs�,�rforr Vtstom moans_ Ltd.-VEX-1 by AAAMA Fetws�trgion Exterior P file _i?gmtnx!nt 7proposal). gP.GT �Pyi-�l^'552330 1 3 L-70-210 !.1. PG SGD 80 Ahimim= 3f ding' �.7� Door (lint l in .>E' iL-10- Ctiti cation Prcv= 2107.2, PGT'CA740 AkmL OutswingC'as+enaeut Window (unit 8 inproplosQ Fit. 20- 10. Notice of Acceptance No.1&1217.14 issued to Fauergi Fenestration SolutinD USA, Inc- for E, i'V#.ATE1iiAi. CERTIFIiC ATIOiYS 2107:3, PGT PR7620A Ahm�luin Fiwd Window (unit 9 in popmg) and FTL�-20-2107.4, their -Tau 300 & light shade (non -white) N4 Bite -Iligitd PVC Exterior Esnats�s for 1. Notice of Ac cep�ce No.1.9-0305.02 i%ved toKuraray :1�Icitfar, fortif& PGT PWr'7620A Alua tnum Fixed Window (unit 10 in proposal) dated 070120, all signed Wtadowv And Doors", expo* on tl"t. /04+21 _ "Trosiifcdf, Uitra&nr, C'llear, and Color P%7B Glass lnterlayers"_ expiring on 0708124_ and sealed by Idalmis Ortega, PIE. 11 Notice of Acceptance No.1"122.02 issued to Eneigi Fenestratin n Soh tin i.. USA, Inc, for 2, Notice of. Ac7ceptaruc+e No.17-080&02 issued toKuraraty xltsstestwx. Inc. ftntheit their retries ­"Ut Rigid PVC E.a nior Emissions for "`endows and Doors'_ egib g,on ",SentryGla4 (C7ear and'41'hite) GlassIatelrfayek"_ expiring on 07ffl+23_ C, CALCULATIONS 021-Sr-3•_ 3 Notice ofAcceptance No.18-1.106.10 issued to Vision Extra: inns Lk3i*d for t%t Brown I Awhor VenfwXioln calculations and strwturgl analysis, complymg with TBC 79h 12, Notice of Acceptance No_ 20-01.03.03 issued to Ezcqp Feae&rratiop Soh oit+ru, USA. Inc_ for Coated (Painted Qr Lamina led) White Rigid PVC Exterior Exandous for Windows Edition (2020), dated 04-22020_ p Vated by mamttfactmer. and sealed bvy their "Bronze & Iiglut ,shade rap coated White Rigid PVC Exterior Extrasiaas for and Doors". expiraig an M`3&1+4. AttthoayLyam Mller: PE, T� untdows and Doors'"{ expiring can 4446r15_ 4 Notilcr of Acceptance No-1.8-1106.11 issued to VWon Extrusions Limited for due r aesiwrs 2. Glazing complies with ASTM E13"-04, 49, -12 and -16. "AT 1000 Tan 202 and lighter shades ffon-3'4'i i) Rigid C ellrbtr PVC. Exterior D. QIJTALITY ASSURANCE F. STATEMENTS Ea mw, 'ans fai- U'ladows and Doors"_ exdairing tart L2/29M. Mint -Das1e Department of Regulatory and Eccwomi�c R,es urces OtER). b L Statement Wt+er of conformance to FBC' 7' Edition (�2020), dated 44t 112i0, nmied by maturfach=, signed and sealed by Anthony —Lynn Miller_ P.E. F. STATEMMS. E. KAXERIAL CERTIEICATIONtiS 2. Statement Setter of no firlancW inmrst and of independent. issued by manufactumr, dated I Statement letter of cotiforruance to FBC" 76 Edition (2020), dated 02/00-1, is Ard by I_ Notice of Acceptance No,19-0305.02 issued toKurarac America, Inc. fortheir 04/18,120.. sighed and sealed by AnthtanyLytm Millet-. PE_ nla#lal�`aCttI . signed and staled by Anthony Lynn Mille: P,E. "Tmdfol& Ultraclear, Clear` .and Color P3B (Glass lnterlatven', exp►►umg on 3. Private I.Wxl ilg Agreement doamumt between PGT. dated 013015 and signed by all 2- Private Labeling Agmanmi dated 03r S/21 'betweem. PGT Industrim. Inc. and C'IGI tl"id18+24_ iftwiWA parties Windows and Dom Inc., signed by Dealt M. Ru mi-, P.E_. VP. Fagg: on behalf of 1. Notice cif AccepptanceNo.17-084S.02 Issued toKoraray America, Inc. forftir both ate - "Seat A1(Clear led Whits) G1is Int+erla rerIt on OT04t23_ G. OT S 5_ Notice of Acceptance. No_ 15-1106.10 sssrlled to Vision Extiusions Lwxftd for their L 11iis NI OA ret-is+t►s -N0A# 17-042 izo6 (PVTwr'+C+GI) and updates to FBC2020 (70Edidon); G. OTHERS "Brown Coated (Painted or Laminated) Alice Rigid PVC Exterior Extruusions expttirtg 01102L 1_ 'This 'NOArtrrises & ivnewsNO.028-0424.05; (PLAw1CAGL, expiring 04!14 26 for Windows and Doors", texpaitxg an 095 24. 2. RERTest proposals #194155 dated Ql i'IOaD approved by Ishaq I _ C1ranlda4 PE, expiring 14+"2,6. 2. the ctaum associated PLA, Cr GI fate #21-020&01_ cq2idng 0444126 4. Notice of Acceptance No.18-1106,11 toVision. Exhusiams Liutiled. fear th= M±1O 1. series "1E 1000 Talc 202 and fighter shades (Non-i%like) Rigid CeWar PVC i trl�� i � nRrr.�. j "tG,, Exwrior Extrusions for Windows and Doors", mqwmg on 12•_9Q 231 Lehaq I, (IMitala. B.E. I11Aq I. chaada. P.E. 7sh2q L c'kualtba, 21. Pradort Cauum] t.T" Supervinr PetrdtMt cuftw LT" sttpers'hw P"ductConvol ait Supwri3ey (►CIA So.:1-03pb,1?3 NOA Ne, 11-005. 3 NOA 1+o..I-03DA..93 Expiration Datt; Aprfl 14, 2026 Expiration Dare: April14,1016 Espirativa Vater ALwd 1b,:DX Approval hate: Mhr h .15. Z021 Approval Dsirt &&r#% :%.24:1 ApprorelDste: March 3a, 2021 E4 May 27, 2022 ^�^1J ^W W VJ Co O W - U N U Q O -o 0 sr co -0 CL C cv 0 tU l_ U . (n Cn -a Cn Co O Q F— cU -0 C/) a. Q cc 0 c*.a W cl U0- CZ) '- v> lV - O wCX� a C ru E N z Cn co O !� O l� Q L U O CL U co m O � w N Z Z J Z Q J SHEET NO. PA 1.3 O c5 N U M®� MIAMI-DADE COUNTY L Q C O tv • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA. LLC Q O (1)CD- � BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2 90 FloridaF (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED t� U � Cn - NOTICE OF ACCEPTANCE (NOA) www.m iamidade.eov/economy O 0 cu O 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 3. EVIDE 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 C 0 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS O Q = O Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 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 0 i _ C__.— CU SCOPE: prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast ", "Lintel I 3 3, by 1 prepared by Craig Parrino, P. E., dated March 24 2003 and Drawing No. „ 1, dated 03124103 and Drawing No. LT4612, titled Cast -Crete 4 , 6 & 12' O CU O > -0 -Crete 4 6" & 12 Safe Load Tables'; sheets through of prepared LT4612, titled "Cast -Crete 4 ", 6" & 12 "Lintel Safe Load Tables", sheets 1 f �� Lintel Safe Load Tables", 1 through 3 of 3, last revision dated 06/12/14, all •— E O O O This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 of3, prepared by Craig Parrino, P.E., dated March 24, 2003, last signed and sealed b Craig Parrino, P. on 08119114. prepared, g y 1; L •N rn CL C The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March ll, 2UU8, all signed and sealed by Craig Parrino, P. on .O Q „CCU U) Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS -0 .� (AHJ). 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. Ce this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. flomon, P.E. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P. E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane z Calculations for Cast-Crele Lintels, dated 05129103, 140 pages, prepared by Craig Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS Zone of the Florida Building Code. E. MATERIAL CERTIFICATIONS 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1. None. F. OTHER APPROVAL DOCUMENT; Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual,for Cast -Crete Machine Made Precast Lintels revised on May 1. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002• 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 E, dition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last z Cavt-Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details': sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent rebel with the manufacturers name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1_ None. B. TESTS County logo. , ae Load Tables", sheets I through 3 o re b "Cast -Crete 4"6" & 12" Lintel Sf f 3, prepared g p p y 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS1 C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS None . . 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with ER) 1. By Miami -Dade County Department of Regulatory and Economic Resources (R. any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number receded b the words Miami -Dade County, Florid and followed b P Y h'. � Y D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade Counry Building Code Compliance ice. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER WThis INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1 • NOiie• Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and P g P g '�'� c� E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maker, P.E., M.S. eimy A. Makar, P.E., M.S. /^ elmy A. Makar, P.E., M.S. tl i - i`'• %� 4�;� �elmy A. Makar, P.E. M.S. O f•/- NOA No. 20-0630.15 Pro uct Control Section Supervisor P NOA No. 20-0630.15 Product Control Section Su ervisor p NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 N s- Q, N a CMILA ME ff-=Z� /f o Z7 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 y s o �Za ' 7� Z c Approval Date: 08/20/2020 J Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 3 11, x CU / Pagel E-1 E-2 E-3 CU as CU a� _ CU o C E G U O w Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. L� C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS .�, 1. None. 1. None. F. OTHER F. OTHER U) 1. Compliance Letter with the Florida Building Code, 2017 Edition issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, AE. _ CU 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of > >) Q 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 0_ L74612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last L■ revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on O January 22, 2019. B, TESTS O 1. None. L C. CALCULATIONS 1. None. D. QUALITY ASSURANCE U M M 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. O t` r A //� r L� w M Al CAielmy A. Makar, P.E., M.S. 4L' jl;/ Helmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08R0/2020 J E-4 E-5 n- SHEET NO. May 27, 2022 PA 1.4 11 I_ 111 1 I— I I I 1 I I it I I II I --- -- I I �- 1�L �� i t I'''I 1!11II !III 111 I 04 Z I I L ECO PRODI) r IIWAJ UATTON aF-POR•&O. 20&7X1l1 2 fRGDUCTXYAL£[ATION REPOR'r NO. 2G.B72i.01 7 iNc. TiLLIT TESTING A ENGINEERING COMPANY 2.2• TEST REPORTS: 8- MATERIAL CHARACTERISTIC$ AND SPECIFICATION& - - WAtTR)t A. T1LLfI; JR.,Pb. tilteEor e01.CDm Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components indicated on PL P.R. LIPRY.,`te."fir 201, 203 as r section 1626 of the Florida Building Code. Uniform static loads Pa 9 sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawls ) g n C IL6• M..W,,715 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-669 dated 08/09/1996, #98-570 dated 09/18/1996. 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176, PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996. all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411811998 and # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CQ DIN TIONS OF USE; REPORT NO: 20-0728.01 0219.01-09. dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13, 20% on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tllteec, Inc. and signed and sealed by Walter A. Tilit, Jr., P.E. PRODUCT SUB -CATEGORY: Stone Panels 2.& 3 RUCTURAL ENGINEERINGCALCULATIONS: 7,2. Product may be Installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind bad and panel defined on section 1620.2 of the Florida Building Code. MANUFACTURER: SilDbalP r_ length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and 4800 S.W. 61 Street section 1618 of the Florda Building Code. Calculations prepared by Tilteco, Inc., dated 11/03108 and 03112/16, signed and sealed by Walter A. TINT Jr-, P.E. wood frame structures Davis, Flonda33314 1. PURPOSE OF EVALUATION: 3, MISSILE IMPACT RESISTANCE* Product Evaluation Report prepared by Walter A. Tillie, Jr.. P.E. (Florida License This is a Product Evaluation R Report Issued by Walter A. Tillit, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 61G20.3, Method 1 D of the Florida Department of Business and Professional Regulation. 4, WIND LOADS- SiS�ANCE: tAt,L1nH1110ol"' �W`���AA: T1((/T'w 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind �, ✓ y�Q JCENSF''•, . This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition the pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. ; g0 44167 - - � - -a '-'-�` of Florida Building Code, and to verify that the product Is for the purpose Intended 20.176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, g T 1*;--_7`* - ' 7k 2 �,,/z ,;'- •� STATE OF at least equivalent that q required by the Code. 14, 15, 17, 18, 19, 20 25 and 28 of 26, of Product Evaluation Document (P.E.D,), T2''.• ;;1r /_ 11h I -W1,f, drawing No. 20.178. • FCOAlO This Product Evaluation Report shall be subject to review and revision In case of aP I r+r` .,FSSiQNAt.E , a Building Code change that may affect Its limitations and conditions 5�gTALLATIGIN. h41UNH11110%` 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 TLL D'ii TI TECO ADMON RECORDS 1 P. E. REPORT.201 GLOBAL PROTECTION PRODUCTS, LLC 1 20 GAGE 2.1. PRODUCT EVALUATION DOCUMENL(P_.E.12.1: (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANEL%ORWG M20-118% REPORT 420-0728.01 Drawing No. 20-176, tided N20 GAGE GALVANIZED 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 Tifteco, Inc.; signed and sealed by Walter A. (P.E.D.), drawing No. 20-178. Tlllit, Jr., P.E.; dated 0712812020. This drawing is an integral part 4� is ,LIIIrl111)NFr Evaluation Report. A l(t lv . i T!(LiTM(�," \`a�P,�'� _ c ` - L\CENS '.,✓�, �a.�P���R i� ati \r, Sic Vs N0: *416T -17 ��- 167 :*it _ �_.__.,- * f��_��. OF � �O'A ._ r$�^/ ,\�`I _STATE 3,Q FLOR(OP•'�,I HA'�N�S�ONIA�LEN�,�ANAA 6353N.W.36thS ( meet, Suite 305, Miami, Florida 33166 - Phuric: 305) 871-1530 -� ; �Y1i3 1 1 L FCO INc. TILLIT TESTING & ENGINEERING COMPANY - - - --- --_. ----- ---- eo0(�aOI.COIn watz7 tLn. TTtLTr, rR, PE. PRODUCT EVALUATION REPORT IIrT m.Pr. iAA.P '1J Na14T ILC:A. Lk..a N.. JM6)IV REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global TO1491110APMdUt L i C 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. (System ID # 1900) to the Global Protection Products, LLC, Rule Chapter No. 61020.3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in Case of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1 PRODUCT EVALUATION DOCUMENT (P.E.DJ 1 Drawing No. 20-175, titled •24 GAGE GALVANIZED STEEL STORM PANEL,, sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0712712020. This drawing is an into ��(P1+0�t irj►ris Evaluation Report. s,A�t ;• R )„/((/j!�y, 1�3= \CENSF''... _s ' � '---*r* 167 = 1, ' IMPu * *? F. "r -C, STATE OF i 6_355 XW. 36th Stint, Suite 305, Miami, Florida 33166 - Phone: (305) 871-19'3�jA',t(vl.1531 PRODUCT' EVA r, ,:AT101V RitMTRT N204711,1111A7 2 PORTS' Large missile impact food tests were performed under SSTD 12.99 standard as per section 1600.1.2 of the Florida Building Code. Uniform static (cads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E.. Botiz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and seated by Edmundo Largeespada, P.E. And Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code. test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 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 by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per CIC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano. P.E. as per ASTM E-8. 2.8. STRUCTURALIO11111FERING CALCULA�IQHS On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as Maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tllteoo, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Waiter A. Tllllt, Jr., P.E. 3LbAISSILE IMPACT RESISTANCE: Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. ¢ WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 6, 9, 10, 11, 13 thru 18 and 18 of 16, of Product Evaluation Document (RE,D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. L11µIIIIII1►pN ��Q a, rrt�,- -_, - 'y`10ENSF' `.. __�_-_T 44467 - - 7,.,z71R#J * :*_ / i S —�,,. SATE OF , �}/ %56....'`(ORitiA ' W %� S/0NA1 �vs `4 O'FUNINRIIA11111� PRODIIVT RVAIAIATIr1N REPORT NO. 20,4727,02 7 & INSTALLATION: ATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. B MATERIAL CHA A TERISTICS eN0 SPECIFICATl01S; 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_ Z. LIMITATION$.ANZCONDMONS 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 by Tilteco. Inc. and signed and sealed by Walter A. TIM, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures, Product Evaluation Report prepared by Waller A. Tglit, Jr., P.E. (Florida License No. 44167), President of TlRaeo. Inc. (Florida CA-0006719). _ r-4, `�1 ENse''•;�� `.N -�­= _ _T41§7 � • 5 ''G. WAnL1 '` . S. DanLThCO P E. O%GLVITALPIO N P QA(WLVAM12E0 STEEL STORM PANEL \DRWG#20-i7b% REPORTt20-07V,vco. i•,............. ......• -6-0 a) (D C_ U) jEll L_ L -IN-5_0 U a) C:LCU c- O O c .a co U -0 &- 0- U) C CU -0 Ca U O CO -0 - -0 C C C' L.- Ell Ca O O CO LL p CU > . � 1 CU Q i F._r, ,0 .0 U) 0- Q Q Z Z W J GM�E�RA�L� N�AY.�r�A-,. COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS 1/4, 2/4. 3/4. 4/4. 5/5, 7/5. AII.E7GC�1aLiL7: 03) M CAA HAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCW OR WOOD BOARDS K rGUND ON THE (SCALE 1/2-17 1W 1O. 2W 1 EXISTING WALL ANCHORS SHALL K LONG ENWGM TO RFAC11 THE MAN STRUCTURE BEHIND SUCH PANELS. / / 0, 31N/10, 4W/10, 6/5 + SmAY PANES i1N1VN ON TINS FRWUCT rvALWTODN nr,CUYFIIT /PED) -HAS BEEN VEAPIIy FOR CcArPtlwT H AA-J10RAGC SHALL BE AS kawrOWED IN 9.1) AND IN 82). - - __ _ - _. . ... --. 15 IN- (TOTAL WIDTH)-.-- - - 5W/i0. 6W/I1 A 7W/I1 ACCORDANCE WITH THE 7020 Qth EDITION) or THE FLORIDA, BUILDING CODE lQ TO_LXM1h _1dXi,21YIB..SPE�Ii.. ti,RA,4IY_ a.�.932.1181.1 12-500' (EFFECTNE WDTK? -- --- - - - ,S 196 OlA WIDTH) -- - - __ CON CTURED PERI/411 TAPANE AFT -HORS. E NAND PANELM BY V.w BU6DW45 AS .6 1/4• __ _... __. -. r 1. r .... _. _-- ` FOR A WIND PEED SIWl K n By THE EO R DIC SECTION ,6TH SE THE ABOVE II&I BE IN COOL, _ ,•,- - - 6.790' _. _ __. -_ __7 ..r _ _____ I 9_ _ __- _. _ 3' ANC110115: TOR CONCREII SIE 3o1[OLAE ON SIICRS i ! 3 LNX 114-tp PrVlF1MA1E FEAALE D AND PANELMATF PLUS NICIKlFl. AS WWUFAL'NR[p in ELCO CONSTRUCTION PNODIA:iS - - FOR A WIND TO" AS ,COP Kd O U ING ASCE7- WMEFS SMALL WIT WAI E INSTALLED ( AND --t ^I. ,0. .,, . \.,5pp• R 10 TOR A CIRF.CTIOMAT' FFIC'tOR KD-065. USING ASCE 7-18 AND SMALL NUT EXCCEO IFR AW(IMUM (A.S.D) - 1/IY W. SCREWS PER N.0 U.S. 3(SO' - 3, r _____­__1______._,_______ ___ ---I M PRESSURE RATINGS INDICATED ON $NUTS 7 tWU 12, 14. 15, Is. 19 AI 20. - 7/16•P r S/W WWO BUSHOG. AS DISTRIBUTED BY ALL OW SCREW, BOLT L SPECMLtY CO, I .' , . r. ,. N ) +-1.350' IN OAS ,--I.SSO - /% ., _ _.• FOR WOW SHEETS O L 1 D 1' r' SEE SECTIONS ON III/ M ORDER M V06FY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCL 7-10 1 } { t ASTM A-9W , <.��,t1- D.M.,O. O,Oi© f l___r _t_-(__1==";- , -t ; _ _r T__�__�___t__�_ _t-.-_.._... I - _..I C,` 1M/a1,11Y IIIAFi1DED PENETMIION INTO WOOD OF TAPCpN AMCXORS SHALL K + 1 Y ANTI 2' FOR CLCO PANflAATF PLUS (,�^.l CAIVANQ , T- r -�--� 1 1___,__i STEEL 1 C7 m STEEL ELDE I ) 3�'\," G-DD V [pGE / O V/• ® ®• © I __- 1 ; _ I.� SHALL K !N$r KDUCED TO AS.D. DESIGN WIN° LOADS 8Y IRA7IRYNG 71YY ar 0 6 M ORDER R7 ' / ��•- °MADE SO` I - / (O S DESIGN MNWIMO M RATING'S NOK/:TIN ON $16By 7 IN O1 t7, AND PNRIMAUE FEfNLE ID /, / GALWA MN. T EL 1 EDGED.• /, OA HDW[D + 1 T----t�-�--7- o COMPARE THIM W MAK 14, 15, 16. 9 L )0 2.e5T C 2) MMeAAM THRE'NTED PEKE;RADGN OF LAC SCREW. INTO THE W000 FRAME UNFI SHALL BE • ,/I' MU "CAGED 2CPO' ,2�(J � � tYP ASTM A-WM T z.000• .z� I -, �D ` T ' , j I j y 1 ( ' T7 = IN ORDER TO VEAeY THAT ANUMOR ON THIS P E D AS tESTED WERE NOT OVER STRESSED. A 331E INCREASE IN ALLOWABLE P[WWIION INTO STUCCO Sl BE CONSIDERED AS PART OF iM REQUIRED FHREAOED PENETRATION - OABE 30 TOARN DETAIL AJ r ` DETAIL NL I I i I Ts (� N37 �, STRESS FOR WNO LOADS WAS BOL USED IN TKO, ANALYSIS rA51FNM SPACING TO WOOD HAS BEEN OCMRWWD IN _1 EDCF II ` � EDGE I I I MCORDANCE WITH N.D.S. i01e. C 3) MINIMUM EDGE DISTANCE Or LAG SCREWS, INTO WWG SMALL K AS INDICATED IN THIS °,AWING I_GETAL A 40.B a-•o oALY. I_ _ ". _ _ ,°; II ._-- _I. _ 1.. ( I° I I I.. i. - t _ l ) i..... i. .. l._.1. I i O WSTOMA PANEL'S AMOVACY FOR IMPACT AND VANO RESISTANCE NAS BEEN vERNTED IN ACCORDANCE wnM SECTION 1625 OF E. _, _- . _ ___ ... _ . _ . _ _ _ _... ; t 3� I ,: I - i D t— d � b THE ABOVE YFNTIONFD f.00E AS PER MURH9GVIE EWGMEERINO L TESTING INC. REPORTS 96-669. 96-570 t %-TSp AND 04} MW.IIW F'ENCiMTXI1 Of YAOIXA tl1ISI6NG SHALL K 5/6'. I/4' M-20 SCREW$ USED SHAD K 1 1/2' LONG WMMUM - 1.350' i, 1-... .. '1 . I -.i I : ;_. J-�_ ,. ...t _..._. •, i. ._Li FENESTRATION TESTING LAB NC., REPORTS 12032 t F2126 . AS PROIDCOLS TAS-201. TAS-202 AND TAS-103 SHOULD STUCCO DUST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO ___.. -_ .-6,250' - - -____ - _ _ _ -. 1 1 • 1 - _ I �.. '9 v C V C.•2 E _ AS WF'.LL AS AMERICAN IFS! LAB Of SOUTH FLORIDA REPORT 102/9.01-09, AS PEA TAS 201, TAS 202 AND j • -� - T j TAS 703 $TANpA1e4. C s) M CASE THAT PRECAST SiDIIC, OR PRECAST CONCRETL PANELS. STUCCO OR WOOD eoNl°S BE F0LM0 ON THE DIISIMG O STDRt� PANEL ® END STORM PANEL I 1j I I I i -= GD WALL ANCHORS SHALL K LANE ENOUGH TO WN'N THE MAIN STRIICTTME BCFANO SUCH PANELS--2.leY I I I } '1 = L'. C� 1 Al Al1AH1NUM EXTRUSIONS m K 6063-76 KI.OY AND TFLPEA. (UNLESS OM_AwIA. NOTrO} SET SNCCY 2 ANCHORAGE `JWl BE As MENTIONED IN C.1). C 2) & C 4; ", T'•.. E6. i -.�. - ) - t _7 I I i I � o �- 1 ALL ALWINUM SHEET NETAL USED AT CLOSURES SHALL NAVE 3tO5-HI4 ALLOY 1 L__1 _.-.. I I I I N CV t (0) ANCHORS SHALL K INSTALLED fOLWMNG ALL OF THE AFIXAKONDR10N5 AND SPECIrICATKINS OF THE ANCHOR'S MANWACTUREA �' 1.250• 2.,87• 1 , H! cn -o v ALL STEEL SRHEE7 METAL PANELS SMALL NAVE $TAI,ICIURN QUALITY STEEL, ASTM M353 OWE SO WNIMW, G-bO PNAQi [MI W' / :mil f tW' 0H I15' )CM,' - l/4Y- 1 Il-A, .115 I I I I I r _H I I _ - _ _ _ _ _ A ECT ( 6 PANELS 1 IYJL71HE1 XSO K1jM5TN•L® NOM2OHACT FOLLOWING INSTALLTgV ORN;.0 SHOWN ON SECTION ! iMIMUGE 10 SHEETS A / ' A 0. 1.750' 7e0 - f_ ,1 "3505+ 4T110 eAr1n; S.S TIRES VnW - . �'- UNBDL}ED PANEL$ j I i BOLTED PANELS W/ 1/1•-20.1• "x NXA __IT CE1 ON.VAMTED STEEL DESIONAl10N W/M1- 59.5 I., AFTER ROLLED) ( W KAIII[D EDGE 1 -'"' I 1 4 .i.S.M.S. BOLT W 7 B' . 3/3YMERCERS ®r 514ALL NOT RE USED �'`� /Z 1 f %(SEE SECTIONS AS I ". / A' �• �' 111. TO A'AIE • TO ANJ } WINGNUTS O U. AP a7 ,�- N5 ALL SCREWS TO BE STAINLESS STEEL 3W OR 316 ASt SYAII S OR CORA05DA RESISTANT COATED CARBON SIEU AS PER /// ` I12 1 DC 17 I/7APPLICABLE) , 1 _ DM 50016 R 50 IN YRID STRENGTH AND 90 TIN TENSILE STRENGTH L SMALL COMPLY w FLORIDA BU4DING CWF 9 n SMALL K THE RESPOW401UTY OF THE CONTRACTOR 10 VD•,Y THE SOUNDNESS OF rME STRUCTURE WKRF SE IFR IS TO BE J �� � � ! �' I I 1 I (SEE SECTIONS AS APPLICABLE) E - = FG SECTION N1i 3.3.4 / ATTACKED m INSURE PROPER ANCHORAGE TDIIS SHVI7ER SHALL ONLY TUC ATTACHED TO CONCRETE. BLOCK OR wDOo TRAM[ 09J' , - I I I x > C BITlOD/05 ��`•C `' '' !.]75' pA' 093' z,2-. 1500' —' t�'Op' _. _-1 I i �_ II f..r •Q S BEE 93a' GOB' - 1 j 1..I _ I_ 1-_- � _. I . _LJ '_9 D, O a BOLTS TO ASTM A-IpT CJIVAHIZm iTCE1, OR AISI SpH WIVS SINK FSS ';nrL, WITH M N, WNRA M •IELR / \_ �. 1_a = / ~' D!3• 2.00° O[fALL I � • 1 T ' r _-_ -_ �.• ' T , . , : •• t008 t00 I i I TEMAN• 4EC11RE ANELS WNN121P('LCABLE RENNFORCEA1CNf DURING POURD$ RLApLTRRKNNF WMMNC 'KIST,UCIMG OWNER OR // - �'' I .J7S111 R 0. �3751 ..... r 1 12�'.i 1. �73II ( I I I I I I I I r I F.O --�-n U G1 STRENGTH . , 1 } / 7W R. 5 Man - - --f.SGO'---1.500• A +I � �• ' IO EACH REGULAR STORM PANEL WITH LCNGTNS 0250 212S- 1 ANCHORS m WALL SMALL K AS LOLLOW4 Sw L 10W ON SKETS I S I I . ,•,� Tp P 17 . "otl1fR Tao 1 l 1 (A) I(} LXrASIIA(M._1RLNILPSONGTETE 11 UIF 1NStttAtlON f.UNTRACI(M IS TO _,EAL,'CAULN HI p4U1TER r•(IMPONENI FrX;ES WHICH REMAIN IN COMTIWJXIS CON}ACI IH}. �— - _� { I I '# .11 � .� C - 1l4.4 TAPCON ANCHORS AS MANUFACTURED BY I TW MLIINX, INC (Mtn, 1'K-3,92 PW,.) THE BURRING m PREVC.NT WIND/RAM WrRl".1A ]0- i i I i j CD ryAI 2.DDD• Ilr� --- O.M..®.®, 4U ,a (-- { -- -- 9 ' -1 -- --- -- ' I -}--i---1 -- I---i �/ �• cr - >. - 1/�• ♦ A 7/6• CAX-IN ANCIOAS. AS MAIUFACT•ILIM eY OEWAL.T INC.(Mtn. V' 3000 PW..,.y / ROUMDEDT Ye ENDS OF I�iF 1.000• ) +�.G � ' -,--1. -I I o o - 1 o I o i VI 0. I/4'P . 3/4• SOLID -SR ANCHORS. AS DISTRIBUtED BY ALI POINT SMIN, BOLT t S►ECIALTY CO 12 STORM PAWL INSTALLATION SMNl COMPLY WIT1/ SPECS 'NOTATED M THIS DRAWING PLUS ANY BUADIMO AND SONING ,CITULA11ONS it /� /� /� ///��� (3Mn I'c.3000 9-..0 >IIOAOFD ITT THE JURISDICTION WHERE PERMIT IS APPLIED m END LIP W/ HEMMED EDGE. (�) •h• HEADER O •Ur HEADER O �iIE ® ANGLE WITH STUD ® ANGLE WITH , "+© F L }.F 1tE{7,' FV 'Df ) _ i 'D o /tt-l0 3480 P F(AALI D h PANFI MA'F PI US AHEiL0A5, AS MW/AACRI•fD BE ELCO CUNSTHUC 11Uh PROiYY.?3 13 (a) THIS PHODULT EVA"ATION DOCUMENT (PE O.) PREPARED 6'• THIS ENGINEER I; GENERIC ANI DOTS MH r"4O'AOE INFORMATION (NYi) ���p�� �/ `% V �• (••t (AMA Cf TA50 P.W.I.) FLIP A VIE SPECIFIC PROUECT, I4 WHERE DR WIT COMOTIONS DEWTr rROM THE P,LD ^Yii404a1- STUD 1, MA - 1/4, 2/4. 3/4, ANAL, 5/5, 7/5.�_G -3. -I d ` - 1/4•P CF TAP -GRIP ANCHORS, A5 MANUfK1URF0 BY tRv-LAST CORPORATION (T'c-3600 P-2.1.) I I SEE 1W/10, 2W/10. 3W/10. 4W/10. /$ .2 IN CONTRACTOP M BE RESPONSIBLE FOR NE SEIECDON, PURCHASE AND INSTALLATION M i-LX)ING HIT SAFETY Of TM16 PRODUCT A.I) MMRMUM EMBEDMENT OF TAPCON A TIORS INTO MIRED CONCRETE SHALE. BE 1 „/4': 7' NOR PANtLAAATF' FEMME BASED ON THIS PEA. PRCVMOE° HE/SHE DOLS NOT CLIMATE FROM ME CONDITIONS °RAKED ON THIS DOCUMENT - E.__I 1/1. t 3/14 P34._ .37E �71' ow _ 4iI.$W/t0. QW/11 eI 7W/11 •O ANO PANEMATE PLUS AND 1 1/4' PA CF TAP GRIP AN:IIORS CVNS'IAUCT1pN SAFM At SITE D THL CONTRACTOR'S RESPONSIBILITY I -_I l — PANEL leaL-1 * IA6' Tile'-'- � 31I 7 --. ----__ - ANC 8 L _ - _ _ `L_ _ , _ L: •'jISRO', ETEDA2) CAA-N t 9OUD-SET ANCHORS SEAL K EAREDDED 7/e• WM OHE POURED CONCRETE NO EMBEDMENT INTO . I {-. 3aA •:..) \1671'' �'I '25 HORS. FOR fANLRETE 1.40TT 0a3' 375' ...f . T l FOI w00D SCE SECTIONS ON 9/HEE75 10 1 t t(<) 1A.5 PW(IDp[T EVAVA110N DOCUACN/ rA1 K LON5NOLRED WVALA If Mopr1ED : AAL1 t 12 1/2' OC STUCCO 4MAIL BE PERMITTED 1/4• M-20 SCFLWS USED SHALL K 1 1/2' LONE: MINMUM SHOULD 3T0000 EXIST, 623- - /--3 )ND t' MIIMMIM TOR WALLS WAIN NFl $tUCCU AND MAY K HFN][D SCMFW=: OR ALL INAEADED SCITEWS w O IgAD, l61 SRE SPECNK PNOJECIS SrINI BF. PREPAACO 8T A FIWW NFtlSTFT4ED ENGINEFA OF MC7urECT WWCN wR1• KLOME THE _ {r''(�BIfT WAH .INc. M1T5. ENONLCR Of ,[CORD (LO.R )NOIN(ER O' RECUETO. ACAIA AS A pEl,EGA1E CO NCRIEERF TO 7Hr 11 J \ 1...A. 1 31J1.67 f' �,E 1.500'PRDPEA USE OF IMF PSO f 55//���� (\�)' �. I01S•A3) w CASE TEAT PRECAST STONE, PRTCASI CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS K FOUND ON till P.[�D ENGINEER, SMALL S~ TO THIS LATTER THE SITE SPECIF70 OPAWW40S FOR NFVIEW. STUD•LOfNA°ETILIN�F'RT-'9�7'' 1 i( _�.) �. I ..A '�� REGULAR STORM PANELS C1� do hA� ELEVATION EXISTING WALL OR FLOOR ANCHORS SHALT. 81 I.ONG POJC41 TO REACH THE LAIN STRUCTURE BEMND SIN'.. (VER,' PAID OV6" t ua COL!• � - . ..�: - � N,T,S PAWLS ANCHORAGE SHALL K AS MENTIONED IN A1) AND M A2) (,) THIS PED. SHALL BUR THE DATE AND ORIOVAL SE/L AND SK? rA1E 1)F THE PNOrESSIONAL -- - 2.Op0'. - (tl) TO f rISA� �iCY�IP'o<LS,jO(p„)E(1(!,_151M G�,Q' TNGMEER Or RECORD THAT PREPARED IT \ .62s • • .F rT�) I 4- T.0D0• O KEY HOLE WASHER - 1/4• a TAPCON ANCHORS AS MANUFACTURED B, I I w BUILDS%. Pit 14 SMUR[R TNMliAC1UR[R'S LABEL SHAu K IAGTFD On A READILY VISIBLE LOCATION AT STORM -- •• .06J' © I - TRACK ANGLE ® •3ZA r TRACK ® FLAT PLATED 2.67- / MCA. GAP PANEL SHUTR'A A ACCORDANCE WITH SECTION 1709.9 3 Of ROD13A BUILDING CAGE ONE LABEL 1/-0 W . 7/e CALK ,- ANCHORS. A4 IAAlNWACTIiRED BV' pEWALI iNG (MAN i..ISNb P.4.) AWL SE PLACED roll EVERY OPENING. LABELING TO COMPLY W11H SCCTION 17099.2 OF THE O.Ilm- (Mtn.) •-.ON• „NINI1Ny WITH STUD 0AN OIV6M -T nFIG1 LWALLVJ 1 /4'a , 3/4 SOLID -SET ANCICOITI, AS DISTROMD BY AL POW SCREW, BOLE h SP[CALrY CO I1yyDW1 BNLDNG COOL GALVANIZED STEEL Lx4•.D, \ Al I", (MH ,'K-, 1100'A'.) I \ )) N A• Tt.• ITT-1U PANLtAA1E fElAlf in AND PARELMATE sus ANCHORS, AS MANUFACTURED BY ILCD CONSI11VGrNJN J1 111i5 DRAWING s1AII. ONLY K V9Eb To M. 15• NONG .•�E. ..... ,PRODUCTS (YW F.-2071 p e I) ,1H11HIH, OBTAIN P¢R,RR M THE STATE OF RMDA r - - , t I .4 - H/4' W Cl 1AP-TRIP ANCHORS, AS .A NUFALTURFO Br YRN-FAST UDNPURAtION a�ER A. T1 4375'M - .36'P 675's , ( _. I, - 1/4• _.. _ _ ,, 'A H , Q• T FLORIDA BUILDING CODE NF h V.I9cI Nurricon. Zon. ( _ • _� 81-(:,�,.-.-�C'EN��'. z ' ,• ND. 44167 "'"" °"P +L"'�E•.p:.•••�/l 91) MINWIVM EF•NDMCNT DI TAPCON ANCHORS. ELCO PANEMATES AND Cr TAP -GRIP ANCHIOR, INTO tIM C E ;.••'`jy - )'FS' -� / - '�* �• F---"T-'��' *; * F(ARIDA BUILDING CODE Ni h VN6ol Nurricont Zonti EN '••.'P FLORIDA BUILDING CODE (High Y61oe Ilurrlcan6 2Hul• etIXII UNIT SHAG K 1 1/H'..Two 'ArL17p. Aril: rJ ` . - 1 3•:• 1 20 GAGE GALVANIZED STEEL STORM PANEL " -._. --_ - TrP 1GIroM _� 20 GAGE GALYANIIED STEEL STORY PANEL 20 GAGE GALYANRED STEEL STORY PAJgA No. 7_-�*' °AMA • T o63 NICKEL EDci W PArrL STATE : a wino lllra. we rA WaD,D ATKQ NC. rA 6.2) CALK -IN A SCXIO-SET ANCHORS SMAU BE f%W..DOEO `/6• INTO THE CONCWTF °LOCH I.WT NO E -' -'---- I Zso• 12S.•-r• 1875• r+^'LD'R111G NUT •.Qy 61a,N n -' No 44167 n V. 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I i pWALL NISTALLATION MQUINT11412I - ALTERNATIVE 3W Ir F�►�y,A y INSTALLATION - ALTERNATIVE I .mJ"ruR I n�1°eR i'u 1JF'A•'nn _ •�� �/.b Mt M.rb. • Y •.. u1l'N'Iw•M•' M1E �"' - I CEWNG FLOOR IIWl1ii1NIG WALL NFL OR MOUNTING !!iltJN 11QYt{DNQ HWALIATION - ALTERNATIVE AIN wsTALUTIons -ALTERNATIVE SW IISTALLTION -ALTERNATIVE 2w (SECTION A7 TOP IS UNITED TO +55.5-67,0 YAK. YYSE: t/4' . 1' AS.D. OESICN PRESSURE RATING) BCALC 1/4' . 1• SCALE: 1/4- . 1- NOTES: 1. INSTALLATIONS ARC ONLY VALID FOR DU111NNGS WITH AS.D. DESIGN LOADS UP TO 455.5, -72.0 pS f. AND PANEL'S LENGTH UP TO V-8'. 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAI_ NQjE FOR CQS(�MiI�O[� Of SECTION'S: TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANT WAY TO SUIT ANY INSTALIATION. CONCRETE ANC." Oo.01[TE AFIO4t10 SHEET 14) swery 4) POUND towimm REQUIRED I � � Ili 1 'OR to AYH gPAMTRw I FOR W. 20VAYIDN I' to -al I TO LIARS • 6 1 S/4R4TpI.1` WVW[fN[�s 6J6- MET. 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REGULAR PANELS W/ OR - SAFETY PAL -� W/O REGULAR tRACKS (SEE HOTS I (� 7 CONCR[R NCNOILf ��� /: ; L KEOWI • CAE PANEL SiLYYD%NEILOOPEENN D aNNl (SIT eHuT ,on W�NpLE qAa PUM[D LOICRETL / (M OONpnIOV) T0SAIS K E N6T ArW R. pq E 0iL 'EWIREO TO K INSTALLED COI'r.IR1[ YCNMB OF STRUCTURE OR REMOVED rROY IIISCE ELEVATION WALL MOUNTING INSTAL ATNkl WALL ANDFLOOR MOUNTING INSTALLATKNV SC..LE 3/32'-1' OAP SECTION 1 SCALE O 3/a' . 1- - SECTION 2 SCALE: 3/8• . 1�-•0°" t ' t • ,/E-Y..- I 'r.. «► 1- rLmEs DN LET v AN PAH • IT W jAJ$jAlyAjO ){: - -- I. LIFE SAFETY STORM PANEL CAN ■ LOCATED AS AN END PANEL (FIRST OR LAST PANEL) 1 . OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS), 9E2 W wK 1)/.IOJ B (,TLC A&W, LIFE SAFETY PANELS MAY OR WY NOT BE tWALIM ADJAtEWT TO REGULAR PANELS �1 SE HER ,)(W/ OR W/o Rouw Twn.) SECTION B-B OF DRAWING. 2 uFE SA„STORM PANEL coNSlsTs OF 0.039' GALVANIZED STEEL STORM PAN! As SCALE 7/32'-1' . SHEET 2PTHA6 CNSELF I() AMR BE REMOVED OR RISTAUED FItOM THE ASIDE OF STRUCTURELYNHC. J. LLFE SAFETY REQUIRES TOP TRACK TO DE COMPONENT 06 BOTTOM TRACx TO P, TI C■OMPONENT� S ITNSTALLED MAINS 04,400101l LL OR FLOOR MOUNTED FOLL.OMNC SECTIONS 1 A F'P'CEN fJT 2 ON THIS A4 WELL AS DETAKS I A 2 ON SHEET 14. _' J 4 Min, LENGTH MR COMPONENT R ls' FLORIDA BUILDING CODE NI h VelocityNu cons Zone) Mom. 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PMI[L IiNON, (6RLY('Cl ) '"'1M is:la N ITO 01/6'b pM1p ADMIX 6 LM OE tld .N* -7Eo 1'-S' M Use 2 1/4- ummm 1 71Ru a a T .30.6, -72.0 .7'-V TO Ill V. E I/.• wmwnu I TH U 5 a 7 .Y.O. -12.0 -48.0 'll TO tt -E' r•L 2 1/2, I' •� � a 'r-4. 04 USs J 1/2' • 00 0 N WIAIOM 6. e 1 10 • •KTO W/ I/.1-2%1• IS, Y.7. at We~ N Oa011A a aculwaT+ OF PAIR MAXIMUM A.S.D. DESIGN PRESSURE RATING(p•.-f•) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS CI) & 2 INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FW PANELSMet 0OWAUATIOM6 AS PER SWT1ONa I THRU 7. ON gN M 4 A 51 ,IALYWN ALSO. OESAPI M +) ,.IL.YIN Isom fNbD F6R Ea. - a I/2• - TO Ba =/ APRESSURE '•' aCOMBINATION IaNPAM PAIb LDOTN t(R) "PCON -- Cr up -amp arA-w BE wNV.WM rwO PMUYsrz Pua m tOPraMTE 70 CSICI.T[ a4m m MAKRCI[ TO o0HIO1[a w/Xx 10 00I.M[R To coF mm tax ToBOICRR TO 00,101 ET[ wx4 toCONCRETE To OD,IotR woa r N/A N/. WA a N/A • Na (TOP) Y a• R/A N/A r - r s• !• - r - - 6' ' (gprty) e q/A N/4 WA 6' WA a• _ N/A 6, NJA 2 CHIP) 0" WA WA WA a' - N/A 5• N/A - 5• N/A 2 (e0na0 NBA -724 OR LM r r WA - 6 N/A N/A N/. -.--__ N/A 6• _.-_. A- R/A 6 e• N/A -- -7I' NIA - 6 --� 2 a , ____nM)._-j y 16D710M) T'-6' Or LESS r Y N/A WA , s• WA N/A N/A T7 1/2' NIA M/A a t/4' 6• e' ,2 t/2' N/A e' a t/,' s e' • 1/Y WA e' a ,/.' a r 6 ,/i N/A a' 7 gyp) , a 74M) 6 1/.' y (�) SEE SCM 10 a It IVA k4W= THE • SnEID PM PWWU. 7OH6 NATO 0000 FRAME 6uROela LINwlllM ANCHOR VAOMOR AND MSS M EOCE DISTANCE AN ,OrA TI, ON IN* SO/OLAE IN CA Uia RAIN 0100'A1m ON SCHEXU AMM ANCHOR SPICWO V MAIMLYI D SPACING SHM ON SOImUE IY Itt F04MM FWTMS. IN IIY OPERATOR TO K POMkZ. OVIDUCED SPLICING O/4MIm INNG FACTOR SILL IOC K I= ,RAM R.ONN sF'A014 "-TM FOR EACH MAID. nvR AI IIC.Oms DODO. AIOOI TM t/.•. ,YYAW 1/1'. P 1P•i I/.'. FNI 1/4•. i,Y■YBk 1/4'. O.Ay1 1/.'• .OD-KI 6 UNION, arAONa PJ a 2 2 2 1 1/2 1 a NA N.., d•wY a.,.. OU 2 1 2 .n a to a 1/2 MAL V Ow mom11D1BB - a --: - -- a e ---- - -im -.i.w- -yp 1/a• ID %W I= DOOM wIDW10 r/ -._ I PARR. LOOTHS IA TO W-W AM 6 1/4' Oc FOR Lr am ur TO •-e• MW. ON / 10 Lus .., •. PN4LMl1E FEMALE 10 M PANtumTE • 12 i/x0wn11 1 I Mn. PNIE1RAMOR A N161O[P PIL LENDINGaUP Ir ANM TliIr t'1111 1 1j\ 1 I I I I 1 t 1 { j ! 1 ' j 3 1 SR fClmflla 1 oN sMRr• e MIN f I r ewN M GLARE I I ) 1 EO' /r I 1 ED, I 7 , t/4' LD.. a/4' LONG MASS ARMING r/ 1/4Y-2p12• SS YJ e [ /Y OC 1 FOR PANEL LODiMS I* To s -a' AND R 1/4' o.0 r0a 1D4n" V m 8-4. Nr. AaO,,Ap OR ill moral !)YNE D M PMIOMATE Im All 12 Yr 0. C w" I IIR LOM PENTINA ON M YOMOIH Or Ill HOOD •LA1E FOP ALL UHY1M UP To Ill NMI SCALE 3/8-1' INSTALLATION DETAILS FOR REGULAR PANELS rlj A INTO EXISTING W00Q STRUCTURES -,.-,4.. 1! I 4 ! I Jrt,-n w. }.-7.s*.Eo11Wt'ie � r f' ,/E• I i••�sw i E01 roN 1 f rOm Nn001a AITMA.m I 000E RIP earlm ' ALTERNATIVE 1 W ����RN�TEL/� 1 aaU►LrAr 3/8 AU-i12. 1 SOLE 7/B-,• 90Y_F J/Br t' 1 _.. 9E[r SCNMmA1AEREPMATISHOT M 6. ( 10 OLASS ' I ED FD ! V to EO Fol --T 1/2• 1 -_I Ea I -- �Ylot Fun l L �,. I .I. _ PW1N0 1 a �. 1 i-. �16MIuf U. 4 OPEN v u, eoaMl •roe r `%AO, FenR•ia1 ALTERNATIVE 3W ALTERNATIVE 4W i 2A4' PAn • YOrD•I a PIAOE SCALE 3/8-1' SCALE 3/s-I' ,[ouAm Il l TIL L: ....... .,.. AIblAA I ATNA•1 MOTE SKITTER SKIT�TEER Ts�-RAOLAs��eSHOWn1 W FOR -'LAITY. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-3' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOIIAL NOTE FOR C CAL ATION Oi' ACTIONS. TOP ! BOTTOM MOUNTNGS CAN BE COMBINED IN ANY WAY 10 SLAT ANY INSTALLATION. - .-,AT END STUDS 0 EVERY ( OVERLAP 7072HO D PANEL 1 I �y O L I (ITS) 1/4' SEE SEE INTERIOR PANEL END PANEL ANCHOR �/'p'`�) sCAEO1lLE /l: SC14FDUU /1 V OR 7 L_-]• !CARE MM. ^FOR M.. J•..F OR OMEET MOUNT fa 4PK"o"IN6 DETAIL f : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) SCALE: 3/te• . I' MAXIMUM A.S.Q. DESIGN PRESSURE RATING (p a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES %r Prm E IT +.:..>7) 9!_ BAIT IID{ffi_ S Ifs �tl Af W SS A B4ISBE L)RLL_LB__l- l SLY_ SIDS a r�a I2 O.C. P 0/s• MPI. (CASE I) 3' Yin. (CW 0)', A.SA POLS"'Iq&AE1 INTON -ToCONCRETE OF VP-M oWN-H P&WAVE FORE o IWQIgE Pm KCLOME/ TOWVWW or IF"+w PNFL InDIN 1• (.-) wDDOLTE .1 ElE mta it TOM TOMTO 10 CONCRETE 10OOMR[T[ caExW 6• N/A N/A N/A a' N/A 8` N/A 6` N/A 1 A 2 (FOP) 55.0. -72.0 p' 7- B' 9' 9' 9' 9' 9• 9- 9" 1 (BOTTOM) OR 036 III N/A N/A 8• N/A 6' N/A 6' N/A 1 A 2 (TEMP) .55.0 -72.0 9' 5' 9' 6 ' 9' 7 112' 9• 9' 9` 9' 1 (BOTTOM) TO T-6' rsSD -7x.0 8' N/A N/A N/A 6' N/A 0' N/A 6' N/A 1 A 2 (TOP) 1-0' TO el9' 4' q' a• 9' 6' 8• B' 6' 8' 1 (BOTTOM) �H:otn[ / 2 Me, FIDOR I40lR/i cDNoma& AT Wngm BA_[.a. • s 112' • MAMMUM Ala oQON POCOM ANTOW .+ DO I DIUD a 6/r M. Fell VP O NOD CM. (COW a r NO, ITOI %P OF ANKE) APPLIWLE TO SECTORS IIIA i.OIIBINATIO OF THEM MAXIMUM PANEL LENGTH -L• (ft.) - - 449.2 -81.5 ]• y 4 1 2- 4 1/2' 2 (WffOM) r-6' OR LESS 452.8 -66.0 3'i 3• 4- 4' 2 (BOTTOM) 7'-8' OR LESS +55.0 -72.0 2 1/22 1/2' i J 1/2' 2 (WTTOM) 7-e' OR LESS +SS.O -720 7 1/7' 2 1/2- N/A N/A 2 (BOTTOM) 7'-6' 1a'-0' 1.55.0 -72D N/A N/A 3' 3• Z (BOTTOM) T-8' TO 6'-B' BUILDING CODE (NIDh Velocity NuMcans t/4 it 9[E it TEE 1--INTERIOR PANEL \--FAD PANEL MY li�ANCDIOR ,. ANploll SPACPD SPACING DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALE: 3/I Ur - I' MAXIMUM A.S.D. DESIGN PRESSURE RATING ( s.i) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE I.WKWAIllWr OILLID SECTIONS LA 2 n FOR .'• 4cE]y 5TdA1 PA.IiI SYSTEM ON SHEET IAL IIMIIAN JD - - - 1A•,N (IJ le l Yc-' v IMMM 7oWLO0MI m COY P.Wt Emlo, 2 2/•• I.,ew1m I" OCE7 IB F(P ANCHONs TYK a SFMCIMO FOR NBTNIAFDR PRO mm FRAIL "aft WOMAN ANCHOR WVCMOS ND W,MN [DOE DBONCE ARE INDIC M ON SSW SCHODULl IRA ED LESS THAN INDICATED ON SMmUE mumt AMODR SMCAa s. UATIMITNo Y/C*D SHOWN ON SCHEDULE IN 7HE rOLLOWMG FACfM MR Ma alRU M TO K ►09SOL WAM SPACING OKAMm U!R FACTOR *V" NOT K UIS OVAL U OWUM WINCING INDICATED FOR EACH ANOOT ME AT ANCHOR umm. 8100TM ___ /4-S I/e. 1/1r.._...._ 1N1/NI4'h. Of L1A/P4-,.WP tYYA-IN �•r, mom N%cm •.OY.WNMO A) a a a 7 a Won za WK mom" 71DFOa _....'_.'� 2 ,/r ---- r - ---- m ,m m N ' 31lr (VALID ONLY FOR PANELS AS PER SECTIONS 1 TNRU 10. ON 11HEM 4. 5 ! 6) LYNWAN WXUM MIODR SPACINGFOR La. - 3 I/r - &LI). DESIGN TAKON -_ OF TAP-ORP oult-IN 1VIELWTE FOIAII, ID PWGAMTE PLUS SWo su V APPLICABLE TO UCHENd / a MAReAY PANEL PRESSURE MTN Ac (P..I.) TO o=cxm ILL CORNETT Ill To NcAatE a TO CONCRETE BLOCK to CONCRETE TO CONCRETE INLOCK To 10 CONCRETE FSDOI TO CONCRETE 10 CONwn ROC* TO CONCRETE To CONCR CONCRETE Ill ANY COMBINATION a, aF 1NEN tLNaN t• t n.) 8' N/A N/A N/A 6' N/A 6' N/A r N/A N/A N/A 1 (TOP) 6" 4` N/A N/A 6' 8" a' V 0• 6' N/A N/A 1 (80710M) 6' N/A N/A N/A 0' N/A 8' N/A 0. N/A N/A N/A 2 (TOP) 8• N/A NIA N/A 6' N/A V N/A 5' N/A N/A N/A 2 (BOTTOM) 56.5, -72.0 8' N/A N/A N/A 8' _ N/A - e. N/A 8' N/A N/A N/A } ! 4 (TOP) CAT-5" TO 0'-8' OR LESS 0' 4' N/A N/A 6' B' e' 6' fl' a' N/A N/A 3 (BOTTOM) 6- N/A N/A N/A 8` N/A 8' N/A 0• N/A N/A N/A 7 (TOP) B' 4• N/A N/A 6' 6' 6' 6• 6` 6' N/A N/A 4 A 7 (BOTTOM) N/A N/A 12 1/2` 5 1/4- 12 112- 6 1/4• 6 1/4' 6 1/4' 6 1/4, 6 1/4- N/A N/A 5 (tOP/BOTTOY) 50A. -533M./A N/A 12 1/2, I 6 1/4' 12 './2- a 1/4• 6 1/4• 6 1/4' 8 1/4' 6 1/4• N/A N/A 6 (TOP/BOTTOM) '-e' 70 11--2- 50.0. -72.0N/A 6 1/4' N/A a 1/4- N/A 6 1/4• 6 1/4' 6 1/4' 6 1/4' N/A N/A 8 (TOP/BOTTOM) B•-e' TO tt'-2' N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/4' 6 1/i 6 1/4' 6, q, 10 (TOP) 43.4 ^48.04' N/A N/AN/A NIA N/A N/A 6• 6' fl I/4' 8 1/A' 8(�)OR LESS A N/A N/A N/A N/A 8' 8` 8 1/4' 6 1/4' 9 (BOTTOM) 12'-4' OR LESS N/A N/A N/A N/A N/A N/A N/A 6 1/4' 10 (BOTTOM) SEE Sl 10. 11 AND 12 NOR ANGWR$ IYK a SPICING FOR INSTALLATIONS INTO WOW FIWIN [ BUILDING YIN" ANCHORVACOAS AND WOMAN WN DISTANCE IRE WaCAM ON THAI SCHEDULE FOR C.O. " THAN NAWATm OH SCHEDULE REw1Q ANCHOR VACINO M WLTWLIMO VAC►p SHOWN ON SCIROULE BY IRE FO LOYHO FACTOR. MR IRIS OPERATION TOK PDSML. N[DU[m SPACdO OBTAIWO USING FACTOR II PULL NOT K LEM 1ID4NIN SWORD •IDIo11m FOR EACH ANCHOR TYPE AT NCIDRS LEOM Ana= TM _ 1/4. ,/r. 1/4'. 1/Y. 1/4-. I/4•P_ TIM M OF W-ow GMX-IN RaUO-'!T IRt NR7DR grow O� 7 a E a , I/2 ] ..-NNFA.,..F alew n.) a MA AI►1 aN...w;oJ a 3 a "i�i2 iIn a,n =ft 1l■Ram" ►A Oa SI 20 - r INSTALLATION DETAILS FOR REGULAR PANELSCI) & INTO EXISTING WOOD STRUCTURES I,IL 1h 10 PANELIAIE PLANS 11l 1A-t0 PVNRAYIE PLUS -Ij1 14-1D PAWFUAATE PLUS Ih __� 6 t/4- OC W/ 1 7/0' 1 a 1 .• OG w 1 T/B' -� 6 V., D.C. w/ 1 7/8- TIwEADEO PENETRATION TO 1WR TO wOOp NE R TMRIAM PENETRAWN 10 LXISHNU WOOD HEADER ""�j" I Ci6TN0 w00(1 HEADER REOUIREDA� __. _ ,I'( EX15MO WOOD HEADER .149 _ T IRFRY SRO • I aERr SRD • 1 ._ RIDw W W • 2 1 . I/.• of. ' p . Ile oc. 2• l 4 t,w at WOW A Rrouml. YET ' RE UIIREDADEX _ . • _ Yh 11 k 1 Dal IRE SO.ow 0. RQ 90faAi oN O7: SO.DIA2 ON MKt a f a2 a SETA ram YM. To MET. 1DARtTd/ �` 1.0 . snAMTD. " DAK . m OAK 1 ro WAS[ 1 A M6.. PANG LENGTH MnP PANEL IfNOTH .' PANEL 1L11Cn. SA fsFE NDtE 1) ,/•O-, DN1• S6 (SFI NOTE 1) ) 1/Y•-aWt• sF (SEE .RR I) r 11�V0/IY•"'OnQM 1r/P , f 0> a~El RBA. A. 1 wt. wx SOS OF I No DF t• 0E t- I r�� CD 1aN -a3 .._� - 4 hln3IM6T.L • a1 1 0. O N' ap • gip. - • 12 1/Y OL EO MNO WI e 6 Ile Or f jjt LING SCRERS 2"N4. WOOD PLATE 2.4' WOOD P,A1E 2%4. HOOD-PLA ,_. IIW 111REA�D RlOIIDm - '. -... NI4-10 MNEWAIE ILLS IHWaIED " '1 (� AEWwED i a I/r o.c. w/ 1 7ro' r O(R17. PE.nN1TD. AT T161Et0E0 PEWETWIXIN • I 7� WOPM/N OF PLAIT Aso MOTH M PLATE 1'i 1{" Oc STAGGERED w/ _IL Stun w/ 1 '12* " AT MO1110T. OF PUT[ - ALTIERNAMME DIRECT MOUNT N?yjjPQ IMMILLATION DIRIELT MOUNT INSTALLATION SCALE 3/9-1' SCN.E 3/8-1• SCALE 3/6-1' 1. INSTALLATIONS FOR ALTERNATNES 6W. SW A 101V ONLY VALID FOR BUILDINGS WITH AS.O. DES" LOADS UP 70 +43.a. -48,0 P•s.f. AND PANEL'S LENGTH UP TO /2'-4' 2. FOR NEW Ill FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS '/''• LAD Saffil •' O.C. " FOR OPTION /► 1 FOR INTO EXISTING WOOD LIFE STRUCTURES SAFETY STORM PANEL SYSTEM 40 Ea( i Fai_ I ' I M EQJED t7-I Tr I - rCOp a qn' STUD 0 Ile 1(t/2• ac. ALTERNATIVE 1 ALTERNATIVE 2 MfDIj1l On roO7i t2 , 0c rim NO, To CLAN m vss e0r v - l E01 ED 1 _ I. T 1 E,f ,- III M _ EO ; WOOD KATI 1 IMDOVO ALTERNATIVE 3 ALTERNATIVE 4 gwl.q,y,TE :1'I %I 1/.-• LAC MOM • Y C.C. W/ I In- I•. TWWADM POCIMWN OR :/A0.41S• UM aura OLOWO W/ S.S. '4''-m2's: •'A0 OR ALTERNATIVE CONDITIONS& FRAME CONDITIONS ANCHOR LOTIONS LOCATION 1/.'.-N E COMMA D OP Tt P.NnimD W. �0 ' ' 1 gayC S/a' . '• rAKN KENCTIM ON,N Rat , HAZE WOE[ THUITTI T 1RKRS NVT SOAR FOR CLAW".v�Y WALL MOUNTING INSTALLATION P PIN. YL TIL(/r ALTERLN TIVE 1 W `` �1 J' Vill I. 3;"' • �- FLORIDA BUILDING CO a .202o OL1110. MC. 20 GAGE GALVANZDI I. OVAL69WNS AK ONLY WAD rDR BUILDINGS WIN All OEU011 LONE W Ta .ass. -72.0 Pill AID PANELS ULOT. LP 10 ,'-6'. .(L �[� _ . '' R10 � BALL PROTECTN y4pA .,SL Q IMe. 7 PON Rw WOOD FRAME WOOD MDAERS TO K SOUTHERN Poe 2. W/ sPECIt� a o.ba M EauAL ay--FS`S� • ••A�. �' ., .,201' WIRE. ft IIIN.... ....MUM .� W ow. M - WI.TU MOO. -PALM PLOD laa.XYa-T. (D JET Cu .�. U 0 C Q. Cd - .� 0 a)IW N iU CB Cl) ICU 75 Cn /71 E � O L- cul .Q O .0 CuCL U) Q CJ DO N '' C c Ly O lD X LL_ r cn o L- N C14 z •i0 In .Q O J N C cia r d -:3 N T .Q O Er I- O W Cu O 0- ■ Cn ICU rn LLJ Q Z Z Q ^J LL SHEET NO. SH 1.1 .. __ _. -. .... ANCHORS (SEE SECTIONS ON SHEETS 17. 15, 19 a 20}--_..-- 3' MA%. SA/17. HI17. WAS. !/17, 48/17. ID/IP. 3• Aux.!. 1_ _MIN. �aAw/19, 7Aw/+e a SWI30 r*vow/19. 7«r/n a ME/20 I. will. O _10O O O----- O O I' cleOR L _ T -r- I I I I � I I I I • }t(aA"a ' ur xAlTlh PNtt , NETAW ran i7 LIL wSH.H y l { -y. PAN Ip0 A ,.r I � I �i'..-•--•--' ' ✓ Ld'G1M1N�i�i1K (I(�--r-r-•-- - -- i �-- 'I-« , --i 6� FIR Ln BDna Comm ,.�__. - ... T ;f NAM- ,wq TEF O Nat • ROe A1Ng 4=app- J' tAx W17. W17, BA/16,plo 3B/t7, 41/17, 6A/,B, ]' MAx. t• TOM 6Aw/1•. 7AW/19 a ow/20 Mw/n. 7M/1e a Aw/20 I• MIN.. ..ANCHORS (SEE SECTIONS ON SHEETS 17. Ie, 19 A 20) - ---- R OPTION #2 FOR LIFE SAFETY STORM PANEL( ELEVATION SCALE 3/16'.1• ,/4' NAX w ` v °A �' 6■, o� �+laz ,w,n7 !:. ur[ fwiiv I "" a' ru ronDv...... ��.?m-ate . �:..,--'�.......,..,,.. ----- _- `J,.. � ..-..�.,,...�>?.., i..,,.• SECTION A -A SCALE 3/10'_1• �sifj.o *-Iaslk, I oil, ten 7, rxil � orng-ni Am 14: M M.1211-flos-TIR MAXIMUM AS.D. Mo.. PANEL LENGTH DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL RATING (p.6.f.) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 9'-B` 2 3/4` UNBOLTED •L' MAx. PANEL LENGTH WE SCHEDULE) BUILDING INSTALLATION 1/4' upcm AWWR.7 DETAILS FOR INTO EXISTING POURED CON __. t[•' TAPYICHORIS OPTION CONCRETE 02 FOR UFE OR CONCRETE SAFETY STORM PANEL BLOCK STRUCTURES W.. LVCON ANCHORS SYSTEM TAPCON µCROR.S ,' O.C. • ,' O.C. 9. O.C. _I•l�' • ,• O.C. POIMW FIOnCIW7E, wOClt REQUIRED '` POURED CONCRETE • POLRED CONCRETE OR MI[A 1 ^: POURED CONCREIL. r {� BLOCx J O RE0 BLOCK REQUIRED - , • H ~ r Na..-_ E. -- -. \. T.___.-._ --1 [ E. EO• 4 `� t (T �Al 1 y Zar 1P (� t FI■,,RO�N,�YOI�aY ,e -� I_ ; A _� YF I,- G W eO o 11�Yw NP�MKPI.� 4lNaFYt G {O1wM(PQY.RI i O�MgaY i a 1,8E 7#gca 1 Test ,qw 1 F�ITIiy �� 1 �� I �111G.J � j I fxIRTINI•j �y � Ai r Yi 1 LLLpMfff IF PA u +Aw j j I �. I I I t /\a��, I COAT. � �;-; �, - r '• 1. 7 j G s- 4S a, E0 EO• ED.- L0. {.. + ::: •, t/•A'•-20aJ�aZS M.S w/ -7/e•A.J/32 •lI AJ/•'SAS. N.S W/ "''r - 3/32' wlNc RUT /�� � � !' '_`'Wy 41 1 , 3/32' wwa , j',. "No NUT WAWfA • u , /2' O.C. 1 T/6'ra3/J2' WINc NUT wA6NE71 (twNo) f'w,+ WASHER • 12 1/2. O,C, 2C�o'M ,A7UUtE t1A4RER (WEYOHO) 11,'i TAPPCOON ANCHORS : IACON ANCHOR5 - i - t I 4' APCON ANCNOIS 4 /2' O.C. 1 Y TMCO1 (STAcam W/ STUD) /2• D.C. (STAORRW W/ STIED) • 4 1/2' O.0 ooNNc e113cK POURED CONCRETE It DO BLOCK -.POURED CONCRETE 001 BLOCK O CONCRETE _ON CONCRETE BLOCK REdURW O WALLMONKONG INSTALLATION C WALL MOUNTING iNSTALLATION WN At I ATION SCALE 3/6'.?' • LIRE SAFETY � SCALE S/6'•i` � SCALE 3/e'.,• a Ul SAFETY PANEL SCALE 3/e'•1' at eMWtT to • FOR . ARGIgR TW'e '!n- .�, . U WID W DO G FoIH INSYNLLiION6 Nro HOOD NLL ANral Skiable P.) FIVAN 111141.111411. UPO" mom YAC10" AND wR •rrA■nw IysW4 9A) ) mGE D6TMRE ARE NOfATO ON T,a NCMm" FOR L0. um THAT Oz. ON SCHEDULE REDUCE AMOCO twALTIO F LRLIWLYM SPACING SOWN ON SOMILE AtML BA an own* 11101OR r M FOLLOW" FACTOR MR THIS a OPOMMON ro WE POSML REDUCED SPACING 091N11Df usm FACTOR wW1 "at To, EACH ANCHOR TINIr ON 148 SCHEDULE 3 /r INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 114' WAGON ANCHORS I. 'IN" AMONOR6 • 9' O.C�1'O.C. POURED CONCRETE POURED CONCRETE OR CONCRETE BLOC Q OR CONCRETE BLOCK REaX11C0 1 •` R[OUNEO l..a. N' H LD• ; rMnwaAi�a �G�+ E%KT� i OlASE I � � d E I , 1 , i� /,/-19h PµELAMTE PLUS W/ _ .....7I6'0. 3/32' WIND NUT WASHER (pL p • a 1/a' D.C. dl CC6NCIR07F BLOCK KOIARW WALL MOUQAL LATION 1L81t_PANEL SCALE 3/6'.1' 1/4SI SEA 1e a >LL ION ANCHORS Tm Y MINIM 1" .. ...yam, F WYO O a FOR AeTAUA710113 unD WD00- r A,IprR HONE 0. ] iM1E TIMOR[ ANCHOR EDGEDMMA" VAICII S+MaKA AND 4AT"H■A a9w+rA .IY WEATm ION n•ESCH ._.. _..--EDa LT3 TOR ED. LEM THAN rA)CATED ONRrs SAE REDUCE AMOM MOIL F 00 3 NNW m Get a16Cq "am x TIPLTPA SrCNO SHOWY OY sadv A3 W THEFOLLOes40 FACERS MR NO OPERATION To a POSIUL ImU<m W%CMO ONVXOW NANO FACTION SHILL NOT 3 ,/r ' - K UiS% THM MNYIAI !r'ACrID MOEATED TOR EWN ANCH0* TYH ON T4B SCHUXAF I' _ ,✓p IN a, , 1/4• C Max_ _.... _...I 1 i � as j - Ex1311yD-� GLASS L__:- i 1 1 4" - I +I yEr /•r'�iul • a`W iwEAr i I ____l.- _I _ JwOyATE PLUS w/ _ _.. i/eY . 3/32- WTNG NUT WISHER (BEYOND) POURED OR CONCRETE &mop REOLOU 0 LIFE SAFETY PANEL SCALE 3/B'.1" Hurricane ^�^`P ^W W N OL N U N a)�- 0 -� O .� U 0 a- C O O L_ 21 O W 0 I_I- cn U'� L- CL .� a z z W J INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM JIM& INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.EY6 D) HAS BEEN VERIFIED FOR COMPUAKE IN B I) MwUY EMBEDMENT OF TAPCON ANCHORS MO PANELWUE FEMALE O a PµELUAR PLUS INTO CONCRETE - I T �) .-....T T Y '. ICI I; - I ._ .-:•-- i-' .-.. I, _ ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL BE 1 1/4- i I T�1 ,�_ 1 DCSM)N WIND LOADS SMALL BE DrTtWMRED AS PER SECTION 162OOF THE ABOVE MENTIONED CODE, 2.2) MINIMLM thiWOMEN! OF 1/4•0 x 7/6• CALK-eN ANCHORS SHALL BE 15 7/0• INTO CONCRETE ( FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND RW EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. .tR �. - .•, I,l IO +' �i1 � N - i•� FOR iY F 7- 8 µ SMALL N01 EXCEED TFIL' MARINU ( SD) 1/4' 0-20 SS SIOLWKK BUTS USED SMALL BE LONG ENOUGH(SMOULD ANY FINISH MATERIAL EXIST) to 111 % / Y '. / • I _ _ 1 1-6 tAPCON W •• D.C. DIRECRONAJ ACTOR x11.0 es USING ASCE / o M A. . . .. - -_-.�IMF�. >9 1 ,/T YM. THIIFAOFD 6�/ 1 1 2• YIN. TNaFAOED:•.I '{ •/'. ._W/I 1 2' w. / :''-- / _ I s r tAPGON w e' ac. [NOAGi ]/1• INM MICNORS. / DESIGN PRESSURE MA7INGS INDICATED ON SHEETS 25 • 26. 4'r /AKAN • P D.C. , aY TAPtd/ 1 r 0.0 1 IY tAPCGN • 6' D.C. 11•I TAPCON • R DE - "W//1 ,/ 2' YIN. 1NRWOED I 'I I "W//1 1/ 2' M%N, TREADED IN ORDER 10 YENRY 711E ABOVE COMOTgN, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 �--- j ''1 1'? WN, LADFO // / IIrEAptp FEATRA/N7N AT WOOD PEN[iRATON A WOOD SMALL BE FIRST REDUCED TO ASD. DESIGN WIND LOADS BY MULTIPLYI C THEM BY 0.6 IN ORDER To B 3) W CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EASTPC WALL. CV ,I '9 TON Al YOUR PEN[,MnON AI 1R)o0 �' i PtNEfNATq/l A7 1YOm .;EADER{ • '�I; , rEIEiMTION At ec00 HEADER IEAOER TO COMPARE, THESE W/ MO. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCJNORACF RV HEIM STILL K AS MENTIONED ,N 9.1) AND IN 11.2). O t )I ) / i J �H I _i IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON TARS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE N 1. I, 1 1/2' t 4 1/2' IN ALLOWABLE STRESS FOR WIND LOADS WAS WM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN ! +/7' t/4' 1 I 1/2' t 1/4, 1/2' t 1/4• 1 / . , t/4. Th•_. tom: r ) .. -_--- i Arti DETERMINED IN ACCORDANCE wrnH N.D.S. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMM04DATMS AND SPECIFIFATONg OF THE ANCN011'S G ( - i I i I OE MANUFACTURER. L'7 2- -, 2.. 1 I r. A ' T_. ___..1 WOOD E R AkL woo0 MEAGER ; iy �. STORM PANEL'S ADEOWCY FOR IMPACT AND FATIGUE RESISTANCE INS BEEN VERIFIED W ACCORDANCE WITH SECTION 1626 OF C� ', Ym,REQUIRED - R[OUIRW + - )^' `'L, r. /Are THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTRIC LABORATORY. INC. REPORT / 2032, AS PROTOCOLS 7 201, 11 R STWl BE ME RESPONSSILRY OF THE CONTRACTOR TO VEIUY 111E SOUNDNESS OF THE STRUCTURE WHERE SHUTTER CU T.7 �; I -�y ,..+.• ® l TAS-202 AND TAS-203• IS TO BE ATTACHED TO ENSURE PROPER ANCHORAGE I"* SHUTTER SHALL ONLY BE ATTACHED 10 CONCRETE. BLOCK y-N COAT QONT �'N..._._- DONT� EbNF L_._ OONL 2. THIS SrSTEM HAS BEEN DESIGNED TO BE PNSTALI.ED ON THE OUTSroE OF THE OPENPA ACCESSING THE QPENMD FROM THE UR wOGo FMwF BUILDINGS. i ^ �n -+ 1 .� ,-y- _ INSIDE W/O THE USE OF A LADDER OR Url THIS APPLICATION IS VALID WHEN INSTALUTON IS INTENDED TO BC PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER LVMPONCNT EDGES WHICM REMAIN IN CONTINUOUS V fin„ `() �1 FROM THE INSIDE O 6TRUCTURE, CONTACT WITH THE BUILDING to PREVENT WWO/INN MTRUSION, GULF AND SM SHUTTER IMcKS ALL MOUND FULL Ci an FAIaI(91G Nw 1rraA4P0M I E%rnM6 IN. KI'Rl'VHYI• ,F. 90`0014N 1EINGiH1. l' s•,. ro aAwl t>QPIT ia�■r ro aNla 3. SHIES 1000 INStAWTION b APPUCABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQU*EO t0 BE - N GLASS 1' yr. m '•� ��- oa NONOLKL _ (>Q wilmMA PERFORMED FROM THE IILSWC IN SiRIICTURE, CO 3•'C • PANEL LENGTH a west 14 PANEL LLIOM I ION pw ,el 1. . w,. MANAAtgY I 16EL NOTE 1 WAMF I PANEL LENGTH Mw. aPNruloA (BCE BFION� ClAtS ON L1a1 ) t R CUUIIONS BY THE JURISDICTION WH n APPLIED To. PLUS ANY 8u1LO,C AND LONING - FOR t MASI3f- i ] STORM PANEL M�OEDTION L7RI$(71C ION WITH MCAf PERMIT APPLE ED IN THIS�� � � L� � y:'_ -_ aA war Tq / ._... . __ - :' (SET MOTEPANEL I BELOW) tN wm ,O ($Q NO1E 1 BELUW) .. SEM[S 200D INSTALLATION b APPLICABLE 1O SMICLL ANO DOUBLE HUNG AND INONQDNIN SLEIGHS STYLE WINCIOwS WEER - OI187M/C I - �' -L� .• D M4'. - '•.'.'i .. .... Y• �` INSTAUATON IS REOURED TO BE PERFORMED FROM TWE INSIDE OF STRUCTURE 14. ATRIUM WINDOWS AND DOORS, NC. C - T MANG STORM PANEL SYSTDA" IS PMTOR KNOW y O fceD1AA Ir 6) - n� MNO Nln ( ,; 1 r-r 20+, 1' i PANEL IENf."TN Q rr CV (4 C14 4 1Nm tq i - �. _.... _ _.. ... 7/6•. A 3 32 __ .: 11I1GM / I �(� NOTE 1 ��) 5. ALL ALLYINUM EXTRUSIONS YO BE 606E-T6 ALLOY AND tE1WIfA. (UNLESS OTHERWBE NOTEOI ,5. (a) 1W! PRODUCT EVALUATION DOCUMKM (P.E.D,) PREPARED 8Y tMK ENG6NtU IS GENERA: µ0 GOES NOT PNOMl7f �� MINOwIAlIw 'O .-.___. _ _ •.. PANEL SS M.S. WJ -_ 1 __ INFORYAIION FOAL A SITE SPECIFIC PR03ECF le WHERE 171E SITE CONDITIONS DEVIATE FROM ?ME P.E.D. .•2 a v 1/4'r]OAl' OLAS! 1 ••r-2ai1• 3/6 ♦ . Nut 3a 6. ALL ALUMINUM SHEET j .., 1 6 11.. _ WING .. �j METAL USED AY CLOSURES SHALL HAVE 3105-H74 ALLOY. 0J - 8• fbI CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION. PURCINSE AND INSTALLATION INCLUDING LIFE SAVVY OF i E _ l •' I r 7. ALL STEEL SHEET METAL PANELS SMWL HAVE STRUCTURAL DUALITY ST _ ASIM A-653 ORAH 50 MITI. CALVAANUED SEEM THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SME DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON (13 C7 7 P J/ �(}V�(}T��• I ..1 i � CTAPCOIIt R ..�.-. I I DESIGNATION W/Fy. sa.5 Kill (AFTER ROLLED) TM415 DOCUMENT CONSMILIVION SAFETY AT .SITE IS THE CONTRACTORS RESPONSIBILITY. (� L.7 •'J 'a II i ,+. PENETRKFION AT - w I i _ 6 50016 WW/150 IA YIELD STRENGTH AND 90 Mw ]TENSLE SERIES OR 6CURSEWI COMPLY W/TFLO FLORIDA BUmOM SILILL AS PER DIN SECTION 2411.33a (`} THIS FRtOERICi EVALlM7gN DOCUMENT WILL BE CONSIDERED INVN)D K MODIFIED. NDwOTI, a PURL , a) .W f - (a) SITE SPECIFIC PRO.KCTS SMALL HE PREPARED BY A FLORIDA REGISTERED ENGMEER OR ARCHITECT wHRH WILL V W f I •- - - c• I 9. BOLTS i0 BE ASTM A-]07 GALVANIZED S*CEL. OR NS JO.1 SERIES STAINLESS STEEL. WfM la ke1 MINIMUM YIELD STRFNCTM. BECOME THE ENGINEER O RECORD CEO-*) FT)IP THE PROJECT AND WHO WALL BE RESPONSIBLE FOR TIE PROPER ~ 43 rip G L I I �` I _ USC O ME P E D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL - ` r'7, J., -., 1 ( OURS. SUBMIT i0 TARS UTTER THE STTC EPEOFM FOR RM IN in �•+ lL i...- ; �m R ( DATE D ORIGINALSEAL µD SIGAMTUIQ OF THE PROFESSIONAL ENOINEER OF r0 i 6. I FA .. I CIO, _ �° (. 7 I ( _ __ °) RECORD THAIPPREPARED It CD I to t/4y TAPCON ANCHORS AS MMUFAC?URED 8Y ITW. BIRLpEM, WC. CHIN. Yc-0797 a.RN.) Q. w A 1 ,• ..._ l.. i t/4i-CORM 4'S.l.Y.S W .. _... _.a ,. - Fro M - 1/4• • X 7/6' CALK -IN ANCHORS, AS MANUFAC7UREo BY OEWALT INC. (URN. T•c-S1700 P-aft) 1_J E ! GOAT. CONI f�. / ED. ^�' 1/4'/-2aJ 4'SS Y.S. W/ a TIED OPI tq / .. - /14- 10 PAWLMATE FEMALE 10 A PµELN4R PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS ANEL IN � t , - 1 I 7/w PJ/]Y WMG NUi 9 Y 37� ONTO NN i _ LOCO I P p 6• 1 STORM PANEL WNUFACTUREFS LABEL SMALL RE LOCATED A READILY VISIBLE TIOFI A STOA11 I+'6•I . J/32' WARD MN ''. II I/eY . 3/32' etp0 . . I-WA4M01 • 12 1/2 0.C. 1' ASCU* ( EO (1•a.J350 i ACCORDANCE CORM Y WITH SECTION .3 OF 9.2 OF HE FILE O CODE. ONE LABEL SMALL BE PACED FOR EVERY OPENING 41� 1rtltER a 12 , MASHER (IEYONO) - I,.� P,•..) ro COMPLY wRM 9EC7gN ,70D 9.2 a TALC FT.ORWA TRMOINn CODE. (L7A99EIW W eItIDAOGTAP0 Y/ tiLID WN. TMr6A0[D i - „' /7' O.0 NAri 9ugIE11 (BEYOO) I 11 .•■ TAPCOA • C 0.C. ) I 7/6'r . 3/32' qHq NUT 7 e N . ] 32, WIND MLR / / Af) YRIMuu EwBENAENT OF TML'ON ANCHORS INTO POURED CONCRETE SMALL RE 1 J/4' AND 2' FOR PAIELAIAR 1 yr TAreON • w• o.G 1��.•r �/?A22P--ooH B a• o.e -- I PpETMi,ox •r IMOw10T1, 2•AI' YADOD W[aS 2•A4' WOOD PLATE / - / LI)i TINR[� .I 1 1 IMN iME ;I tqN AI MORON1 *. _or MATE 1 Rf0U1RW WA3',ER O e ,/4' O.C. IEOLaED _• - I tY1511ER • (BEYOND) FEMALE 10 a PAMELMATE PLUS. + rt' Putt .•' -- -2i1 4CDa P'A'rz ITING LIST - rooD PLATE i�Ia• tR000 NUR �.��g 'I,i A2) MINIMUM EMBEDMENT Di I IY x 7 e' CAUL -IN ANCHORS liHW.L & t5 7/B• INTO CONCRETE. NO EMBEDMENT INTO 11ON AT YOWgTH - Nx r1Att - ar IRAt[ E14-,0 PANELIAR `�ti P14-10 P/F1E➢AIAtt PLI-JS ....: I; ANY f1NfSN TAFERIAL SILL BE PER/M:TTED. • s 1/.' O.C.w 1 7/e - • 5 1/4 CC. w/t t/s -' - IR!N[IRA PEtNETM ,� 10 hZ0 55 SIDEWALK BOLTS USED SMALL BE LONG ENOIJGII(SHQULD µY FINISH MATERIAL EXIST) TO ENGAGE 3/+• �p� Al� YY1. IIIRUOEO IION MW. THREADED TON I; ,�NC�, TIN ��� tMNGLnWAIII � 11 « �T151i TOUR • REGLN •eS AT IROHIOTH O PLAN AT MD'MDIH OF FLAN - `�pp A T( SCALE 3/6•.1' / IN ONAS) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE IOUND ON THE EXISTING WALL OR If IF, MIL ME P A! NNE L a WWWWPAN SCALE 3/B-.t'WALL FLOOR, ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL � ''VC EAf4•�.'' 111 444xN,NNN1 BE AS MFNTWED IN A1) AND IN A.2). ` ••': !CAL[ S/B'.t • SCARE 3/B'. t' �IA A: T(([/t✓ (B) m Ex sTINc c(gACR�F BL_o_. _ i No. 4416E i IOIfA: SCALE J/B'.1• �.•• .'A SCALE 3/6'. f' '-'`CENg(L '•. Z.:• ��GENSF FLORIDA BUILDING CODE (High VeNM(L NurTican@ Zon6 * * is FLORIDA BUILDING CODE (Nigh V•Nna Hurrkona 2on6 I R6iFLLAT04 ARE CURLY VALID FOR BUILD94S •tM AS.D. DESIGN LOWS �'' J FLORIDA BUILDING CODE (Nigh Wloel Nufrlcam Zone - ,/4' P IX 7/8 ACALX-IS AS HM. A MAN BY I T W BDry D T, INC UP TO .56.A -ILO FSF AND PAM EL S LENGTH U► 10 6'-S' 4 1 .2ma MMM -t FP. �' NO 44167 oro» PL O' •K 20 DADS GALVANIZED STEEL STORY PANEL FP_ - ,/.• I x 7/B' CALK -IN ANCHORS. AS MANUFACTURED Dry OEWALT INc (1'm.1l00 P.N I) t7 •. `• : waEe nrrm. we yi, NO. * 20 GAGE GALVANIZED STEEL STORY PANEL wr w IN �-_ . oMr w: 114-10 PANELNAR FT'3AALE 10 AND PANRMATE PLUS ANCHORS, AS MANLTFACYURED BY ELLO CONSTRUCTION �� (0116t r4 20 BADE GALVANIZED STEEL STORY PANEL y� w, ]. FOR New WOOD IIIAMC F.ONSFIKICIOIN W1000 T/ELItRS 70 BE SOUTHERN I. *WAtLATIONS ARE OAT WIND FOR BUILDINGS WITH AS.O. DES" LOADS * : * y„- .. - 4� PRDOUCIS (1'n,.YD71 p. A.i) - _. PPE No 2. W/ SPECIFIC DENSITY or 05A O1 toLw. w; :• UP TO +55.0. -72.0 PST MO PANEL'S LE40H UP TO W-e' - _ o3rya/as3P p P w ST _` - GLOBAL PROTECTION PRODUCTS, LTC. °T au .• ATE t E _.� PROTECTION PRODUCTS, LLC. �i •, (dR : I L E C O t«e. 2. FOR NEW wooG rRAMc CONSTRUCTION! WOOD MEMBERS TO BE souTIEKw 9 L0 7 t• 1 •e6r i■. el sTNm am • � !- PROTECTION PRODUCTS, TLC. L E C O I«c. F A 4ba iW a, f1Q1 • Q fL t%'Yr;% 4 "j�lyp'",4at MILE NO 2, W/ sPEeElc OhTsfF OF 0.58 OR EOLLAL. $10,1.''•.. BRIO •. f • O.W- k 333,• �rrF S • • • fGl�7 M+1rwI-»4S, rrN tPSI)es-tnT , TIP r # .Ern (YRr► n agAt• 20-176 F 3rw ■. A. wA■■ •4.•a n mw NIOiC .•• a"# n FN,• 20-176 P.•o� ,... ts> ti tT.a m-,m _ 4i„ s'S N �c r:.`. • tMwr .n- ti , IYa m-,w ( >a-3e4s, ra. as.)••-A7n Mw'''..�„�■ Mlrq q, a ,44 PI,O+E (A6•)MP-7,HL rAv, fp•)w-P7n 0-176 III NII PL.• M DAAr3O M FANII IIx1N >FAL/ltMA3YAlNAn G-00«11P 4r Awl■, w a/AYR,O NA PL xAL/waTM,wLArn WF�r WW •� wPWwr (aaWrY ,ra YAA/WH•KT*uRe//OAa 9WLTD1 w ruR A.. PL rlat n s a A,L�(A@- WAttu w tlwt A, P Wa* a NW 26 « rw-ooGFn.9A., Pl. Mal r, w Br COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS 3•/24 YDtE F sow .. (SCARE 1/2-1) V/21 r4'/2;4 W/ a W/o ®• ® (%a wort 2 OD.M 3- Ares, 2'/24 V/24 ► a At : CM Kan 3 KLaG - POURED CONCRETE ORCONCRETE ;Y4C„ 31S ra mNrxrz AAagi: 7a 1 • Mw rDHEwaE y1DO16 rEIL r1Ma - 0 I-JT»•1 3• yo. •- - -- 2.591' a 1 Ira x Sw sectoo W 34w 2626 1 Jr-n^i At 2 - (Ra SOImUt am Fat m) 1 t • 1fn. ) _ /� OwaNR pp '-------_.. _ ---__ ..IS.1D6• (TOTAL WIDTH) - _.... ------ 2.T30• (--'-2.SBt �. A'r• �- ,M1�Y.3) ,iesr M --v o.a �.' 4 r.,n PQy°RWEaesNu'[�" ,.4a 6�4,. $2500'(EFFECTIVE WIDTH)... - - -- .-__ _, ( '..I .._) i1--2.250'--i RAJ- NAY I!?' 1/2'-»- - _)l. -_ i ;\ t �.,tw3Nw�AE" "� G���i ` m) wa rA 4 4i't 'P'%No'F"wi'i�ru Cn }P r_,..uo•_ -a 1/4' 1.3w -• r.-'.`soa• _----} I I I (•• .I .I I ,aAIM - �,. ') i:`oio via I 5 •'� -t o-- 4Twanr \ 8 1 iA' Nos a r or A • •' .075' 079• >� I - _ T .D r» 2.637' O.ILM" NN. t7wcM HEI+NEO.' J.500' 2500' . �._�. . N x •L - -�_--- _tA.,r3/r Gwt+esa \, tea:; .-r--rTr- , , . •__. -, .. , - r. .r, T.._ _.'_ _ .ram , .. .,.. ,.�..•_, YW ■a oAwM2W LIREL Eat � Y15 1-ZM' i T T T1 T 11 60 %'L l } 1 ••-�• ) 1-- 2.000 , MIF1I11EO TYp, AtOY A-66} 4 �1t' IqF NDrz 2 3. 1 ,F1Ow I Am t) 3, • BOO. IENo PANEL) �w MD•0. �A�L) `W!EXlpp PNj3J (t+!EIYOR PMIW � 1 aE noR�i. �JI . xLON i � J � � i 7 ` i � U) �; � . - LINAGE 20 rNeAxl OEIAL U • 1 I � � � � J � EwMr tgPl �R I DYD I f (rRwDN ,YV1LL) MRD■DA P,IEI.)I (wRRION PAML 1. - - � - - - - - - - - - '` -_ 46a c-6o O,Lv. 5 q )?3. - 7� ' . t �_ 1 } t 1 t I t N j I I 1 • / I I II i 5 J. y,r I f I I I ITW -� 1 i i , or,�"' --'6250'.. __..........-- - '270• ^�•'--2.470'--I IP7J0• I 41 i• BOL12p w ,.W/ _. I 4;y P wz w/ i I `a R I Rw) ) - I 1 IY.- 4 MA. w/ I I I I I wwp,NTs I ■ e IAn •, Q STORY PANEL (-2.ao' ! A�wWwuu _P I .rl .� 1 !_ . 1 l,�_ . QYIUP •D x L r- 1 t r t I 1 40 x L �2 REVERSED "h" TRACK O3 REVERSED WU" TRACK saLn,ma3 i L oa wwn a I 1 a Fm ss L sa ao,roNA I/•,�, l_ _ FMI[UNR (Trot }- TOR W. PINEL•5 OND UP J Ys.. • ',' BEE KIOIE • PF1111 iDR LYNITCPET[ AMOan: m 99QD KOrt 3 YW. -' Wr C(tr _ -• •: _ ,L\. 'JU1,11A1IW I �••r-Ew+/'r ; '/•YM- 4 fDa"M I r m t ro aAot I WI�1p tLDN -_- `---© (ALteRMR L i,(x. ' ro aN'a I 'pT• F ro IxAd L OA ROD m I ,, �-7•� NI 2�3/ v.'�3rwv I m 90YwARM 1 1xImLiE W iNIEFt EY Ill e000 >CKM 1 + t t T fM rANE1S • + 1 / ,/ 750• i- SEE ,mwl a ,)NEn a FADIIDII{OPAAJNELLSS I , EVEN on" �•' I /e'Ay 1wall.1 KPO .■/ a I Ly W/ HOMED OKX, j t L .....250' 1' Yn ,• Yln 41 t71D aR /2• /E•- THEE AUt • W. lA'�IIJy' 1 1 r� OiQ1� !1 i tt.aal7• , 1 -f - l w+E 3 ®q1®w/ aA r/o®. ® R 10•--- LAST PANEL ro RE MW*UED A i ` i / f QAR tl Ii ,A. Jf M .eta' T r Bo LAST PANEL TO N wSIALLED AT EACH OPVWW PANEL t PIOVD[D W 8 L i RrM� M rArAKAtE We ALLArIOiN TYPICAL ELEVATION FOR S��IES MOOD F Aaco ro sE w9rAum rAOMI g uAa OPMND KWMK t PROADW W REM 10 FACAAAR r$fALAA m.oe' 7.. R m LE MTALLAO FeOM IN9wE a 6IRLIcruRE I R� I i 1 1 r �_ •Hi+"+ ,:5 b 17?' - N6ac OF srRucTMt E-Z HANG STORM PANEL M SYSTEM R D.250• - ry 1Or2 . , WaA 2/2e' • 1• it •,- ( 1 I p� �R]� (Fjj U �-� H Q' 3.750• ( 1 1 y■ I ■/T/.�y3/aY•iAN I c.,t I ''' ,P rf/P M. w , ,/4' Ya. ,Mr ,/•' Y. DAP 114• MA. GN J- 1 I L( tll r N 1 I BRUT / iE' ar 1 A RE( 1 3 I ` ✓ ISOMETRIC VIEW DETAIL A tam 2.0DO --- --I I 9■ C+ 1 �C /1A rp�rm; .'r, •/i 1 T CC�+ " i✓ r 4r , Y NrJ I I ii��� •� ROUNDED CORNER B ENDS OF PAWL'S 1 1 , IM�W/ on •/D ©. ® ird towwR ail" I fi /. / // %'16 cwr I �•b I , �� W %: sou _ ,• f awol % H, -� L END UP N ME3AMED EDGE tri 750' SECTION 0- SECTION (N.ts) t,,2e, SECTION A -A ,i�{ - , 1 7 CALF 3/3r • + Yi9!€� �, _ '2� _ (,). rEFBBIION 13r SERIFS t000: E - T MANG STORM PANEL SYSTEM CONSMV40 OF PANEL A/3E' ACAAm � ) 11D0{ 3 m•4 5' Mo.. - tlDIES� 1. TRACKS AT TOP a PANELWtt PLUS OR 76' lDNO i w 1 w w ■ (+). I1�IN�O' SETeEs (2). END PANELS SHALL ALWAYS BE CONNECTtD TO SRL WALL eY MEANS O ` u/ow /,rVea) ,/.+- r AEA•sr+, �AT BOTTOM N/ PANELMATL'S y.' 3�' � "01 � �' 'NIT 81 ,/':,.su,V.• tyA.m 1 '•1 • IY„ _ NI .n'"�Gt,lA3E• O 1' TRACK O5 �J���� © 2 iL. oY ALUM. ANGLELL sDQD, E - T ENNC SroRw PANEL srsrEM coNslsrO+c or PANEL • PANELiMTEs aR. S usm NRr w Tyr iRRot Ar OortDY, ENo PANELS ,wMINI.TIIN' irw RAIN ,•w Rniva■IiC ��� Coral. TRACK$ TOP a 00170M. / ] LgeRL�F AYaaRAJ 4qE , ty4Y-rilA1/•• L9 W i AlWllrm /, RE iwClat J 1Lt V1/YW.IT' AORM#�' u) �OSHPNLL BE PRovOm ALWAYS Tam OF O COi �SUCMDP TO OM 1RACK 0T1 ERMX A STOP BNI / / / / E% 2 (>a[ to mas Eaaq Na ow s yom�' rwa a rM a wRT al 6 • tYMoc. 1 1 • B) SEWL flE coNNECiD to w/ IMISA•PA-2BSCRE�W4 sAwPP[7 aA .. 125• 6061-T6 Hum. AHOY (3). FEND PANELS ARE ooNiEcigo 70 �O,TOY ,RICK, CONNECTION BHALL coNssr Or DESCRIBED ON ROTE W) DEG. WIND NUT OR 14�W-20A.J Min ■tr0 f D ( CEPT AS •,m LA 'Z t# eDesut `433 (AR c••n1■V /+'•-20.]// M.s w/ 7/6 rKJ/J2 WND IINr OR ,/4 PPJ/4 Yin. THCONSISAO U WALL AND DIRECT MDUNTI Iw warn y PRO LAPPED 80170Y TRACk LOC.1T. at cASTENER2 Wr tTf Ar EITHER Of Two (3)_ FOR CASES WHEN ENO PANELS ARE USE JOINTLY w/ 16• LC; p At WALL MDLiNTING INSi. r1 • t' EXTERIOR MT FIANCES OF END PANEL pP7TOM BI/T ENO PANELS ARE NOT 0010FI TIED TO BOTTOM TRACMM i STOP EAR SECTION 1 0 uwtF 3 •1 FLOOR TO CEWNQ MOUNTING INST. BUILD -OUT YOUIITT_INSt. �R Cu UaJ M 6E PROVIDED AT TOP or suw PArtLs. suLA 3/a., - SECTfON 3 SECiK)N 4 (a). M CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK G... A STOP IAMB (4). FOR OVALUITIONS WHEN ENO PANELS AND SOME WIEROR PANELS ARE DIRECTLY ,w L 8 ... ,. SN/YA 3/e.1- 9C/IE ]/s.I• IS ONLY USED AT TOP) AT LEAST TWO PATIMS SMALL 6E CONNECTED TO 60TTOM TRACK MOORED TO EFTS m SILL WALL MEANS Or PANELMATES. ONE INTERIOR PANEL a'•6 �V w SPED COMM aYAW30A{ rOIH I N USMO SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE', CDNNECTON OF PAWLS MAY BE USED JGINTLY w/ TRACK B(2) AT BOTTOM ATTACHING BOROM TRACK TO WALL � VM a WR (�g1IA a r M g11NNNINN •yN.S, ' FO BOTTOM TRACK. MAY OCCUR AT Alrt PANEL, LOCATION W/ TWO PMELMATES FOLLOWING SPAONO SM " ON ELEVATION AND w/ ICJ 1/2 eNn NTOPEw,ECIDM To tAyaa.Cp�M a tpS�a A:.r!�t/l (5) SEE SECTION 1'. 3' a 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. Mw. E06t o1SMCf. FOR THIS CASE, INTERIOR PATNEI uL1ED Y w/ (2) DDF3 --�4 E a'' E a ('B tl7 A ErR+oM RMIrD a two aA 7yG• as'' Op.) �•:'' •L'imn EN� N4gHtIMRNN,� N07 N[EO ro 6E cOMINEC7ED ro iQRIE BV Alr MEAES. 1RACK sMAAL R MSrNLEO TiDla I.S. /NE w Fat f3. idr�•;'' CEN � W y4�� SUCH THAT ADJACENT PANELS t LEFT a RIGHT SIDE a PANE.) HAVE spy ii S •• .O LS(t`'•:7 �,`�(1, A• TI[Vl THEM OVERLAPS RETMNED BY �. 8 iO9d1y . 44167 •T 1 t NO. 44167 3; • JCEN ' • FLORIDA BUILDING CODE HI h Veloci Nurrlcan• Zone I - - ,o. • .a roll NAdARAgS cw IE NO FLORIDA BUILDING CODE h Velocity Nu can* Zone) FLORIDA BUILDING CODE (High Velooll Nu cans Zan• •.•. -, 1--+ FATE OF `a'° "16°A P` TO DACE GALVANIZED STEEL STORY PANEL F'P : N0. 4 1 BT i°°1° T1°0°' "` m DACE cALVANI2Ep STEEL STORY PANEL OA w w © O "" LL ° °" = �,': STATE OF !/� °'°2° "'� °` 20 GAGE GALVANIM STEEL STORY PANEL %rw w = Z 3• MDR. �`•' �••• : 4 � OAayN R. �.•r,STy COIRI� w ATr MY 1I SALT MN Or!'•. .�1.,' * �• �Y' ,•,�•i►•-)_ M/aiiwt f1lFAII . FD . IDDC OTNAW /. O •• ��• a7/>♦Ha3Y ORIO mpy2wT• L ALE- I l�s pu swn.E a �S''• � PROTECTION PRODUCTS, LLC. Da. -- ,Atr+ :a) O7 3"Y3 (Ymc.LALUM. ANGLE 8O aSIQI' BOB NAL IL E C O E«c STET OF : � F OWBAL PROTECTION PRODUCi4 LLC. f AL PROTECTIONlie11 PRODUCTS. LLC. ■ Si f ' r I L E C O I«a. ,p, �. M s„a, • ° rt suLF t/2• • T• IOEiILX I L E C O E «B sm a.■. s, stem Z ypN,N 4wPa SW. 9/ PRIET 110".. (0 Q •"} • owl FL iv,• ... .. 11' LONG NIHNLN `G'' • 333N R. r # MAN■ A atw alas: 6063-TS Aum. ALLOY a,01C (m4N66-�7i46. FAY (wM) M-w,%F 2 ALAI FS ON L ,i :'TwT w ri DA9 ltY4)e„-7TM0, Nw: LwH Ar 20-t 76 ti , Tr9S/ •.. aReWa Mr, 3r ■ ,mow w ft.. Tr. aNAr■q w' J PE. 4AtAW0lxttwl/WR r3L aAoOa•+IX- rf. . AINNN111H ELNTNTT 1 UNAM L7aE/IMR TMLIq A WUX ■„ PL TM � PE prI (sD•)•1.-7146. TAa (W341Ew-6»a ■_ r # tA,MwA .Pww, n 3■w rTla•: -1 4r i1B[T 73 a s / ,rin. m-,rT w IRq m-Aar aral a, oL-aia9e7tE el•t7 7] M « WALiq A leLll Jr., PF. 3-Ir MaI IN a a t SHEET NO. SH 1.2 .4"I"., 4: a,.. 1 . P >, . 1 x•': ' 2,• i. { 3I-7 NI,+,. - , p..E ,.:= TO EMIRS GY.RiDRI°N -ffi'�.- To .M.D. -735 70- LR LESS 2 e/+r BOLTED • 2 Y w 'xY1 i a�1I' 44e.a -75.3 70, OR USE 2 7/a• 1 MOLTED • . A AW w�Upd/n /+ �--sw.a/ a> '. w .I-, 11 Lnan3Pr . .Dot III r,wFl ..-I. ____ - - - . , ", = D e, « ,. 1t. I I 4 L . A• •wL' 4 A9.0. Y o. "MOLD A MM w0cm FOR C 0_r. 3 In- - MRKJIIl TO , ic"s I �,,, w THEM Model PAWL LDw- IL, (A) PIM NE M .a(. 14-C" eNx`M FINOIMn nuou M PA IUMM PLUS To coo"To Ncam CONCRETEIM TO CONCRETE TO CONCRETE 10 cmew'. I im. 17• N/A 12' N/A IY N/A 12'N/A 1' AI 2' (TOP) I it' 3'- to- 3' 1 S• 4- 6• 4' 1' BOTTOM) 12' 3• 12' s' e• e• 1. 6" 1 BDTTOMy •+ ea.0. -75.J NIA -- N/A N/A N/A N/A �N/A- --- 12 1/2' it" Y (BOTTQM) 70. OR LESS 7• N/A 6 1/2- N/A . 1/2' N/A 4 1/2' N/A 1 3' (TOP) 12' N/A 12• N/A I 9 1/2' __- N/A _ N/A I 9 1/2' N/A 3• (serT) 12• N/A 12' N/A 17• M/A 11' N/A 4' (RCN')W 12' 1 6' 1 12• 1 9 1/2' 1 12' it* 1 12- It* 1 4- (BOTTOM) III LIMITED TO KO Pat. AS,D. DES" PRESSURE RATING, A SfL SHEET M FOR ANCHORS PIPE A VACNC FOR N9TAU.YOS IRO MOOD FRAME BUILDING MINIMUM ANCHOR SPOMM AND WOMAN EDGE OIStA9U ARE INDICATED OR THIS SCHEDULE. FOR 9.11 LESS THAN OOICAM !CII[D1OANCHOR SPACING Op MULTPLYMS, SPACING SON90.LA[ M E FOLLOWING FOR TH4E ]PtRITION TD NK RE000SO SPALNG U&M/ACNMSHALSHALL,MOT J K S T/NNMINNOWOW SPAC1,C INOKiCD 0CAW ANCHOR TPE AT ANCOLUl/0 alp" TW. _ 1/411 - 1 1/4. 1/1'a 1 _1/4•. ---- TA/LOLL I 000AMW -NoLi..E oAUA_ AL,QII S nO (Y.i 3 J J L ,n i-I Itw AWN) QUAY a,) ; -- ) ,/2 0 ,. 4--- AMA ED. ORK omm It n - - y lyl__ __-. gip - --.__ I + REQUIRES Wr, DISTANCE BETWEEN BOTTOM OF PANE I AID ® TO BE. 1/2• -i,/2• -I Mal. f 1 ++ REQUIRES MIN. DISTANCE BETWEEN BOTTOM Of PAIL � AND ® TO BE. 3/la' ]/1r ( Mla COtMIPANENTS FAR REGULAR_ t_IFE SAFETY IBC E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1") - - .. __ -.. . _..... - 15.125- (TOTAL WIDTH) _ _ _ - - -.. ---.- ----- ) .. _------. -,1q• I/4Y-2e,T/.. ---IZS00 ( C[7TE1_ MDiI, _. E t-2epr - .750• - so I I0 1/4' (TYP.) - _ -i ` J74� KILL W�m4• ,,28• ON a I2 ,n• eO ' - SOo�I•, '_'- 1.3l0• - - I.3Fio• - - 1 ax. _ ',... 1.2.10' Too• ,ee'-+� I ' L )G' D,A. EE 4WgE9) ir.. ' i . 1 _. �0. i- .ZSD" ( HDAMEO 0,02i*UN.9 CK �Bi''''` .1., s.37s' �• I,e71' �4y 1.soo• --1c /Lh 2. .0W4' -.+. 1.015• - EDGE ASIM A1w TYP , I I OMOC e0 IIBaMUM NOAMCC. t _J L -t S c-.o CALv. fDOf - • 1 _ 1 ', .Oe+' 1.500 1 DETAIL . 4B _ (1n T... - _� __ - 1 ! -_ Q STORY PANEL - - - - -- --- 37s (rw.; I SSr --1.,, - DETAIL A- - 2.EIO0'-- 1 PAWLS AWL R INSTALLED ED ALWAYS - -_ 2347, -. -_ f*OV UNIT 10 WHY W/ 1/2' 1W AT Do SM OF PANE O -He HEADER O 'F" TRACK (4) WITH STUID Al LEFT �Eii /' � / %', OF PAN toot 0.02{' (NIP) AAA1ft'S EAIO LIP 1 GALYANRW SRf1 V/ NEWD Flow 11 / _ .0.03• 1 - f: ;, PANE W.elw � - ' 133.1 .270• , r'I1 .\ I 1 T200' <� . \ �(___� ' ... If 0.375' 0�250'r -MEWED - - T -or e.e25•I �•. �* .er7ao• t --1 - .- -'' - 2501•-.. - lJ - 2.250 i LSOMEftLIC VIEW DETAIL A .,u•fi oi-,:' 100 7o''- L ,) � OR 14 . �t2s, 1 _.IP'll ROUNDED CORNER O ENDS OF PANEL'S _ _ I .All, aN' 2 77a- CND UP W/ MCMMLD EDGE. 1': .128' ' i----- -' (N, tL S) 375• -`� BOTTOM 2.500• I - I - CODE . �6SAAor PAWL WLi D91 Oil •JI-'F� 1 (�) KEY HOLE WASHER 1750' O72• iTYP.) J q 3105-HIS4 ALUM. ALLOY © KEY HOLE AT PANEL - -' - __. .. _� i,Z4• I -SEE SHEET S FOR A LIENNA1 750• _ 'a1Y LIMITATIONSYVAUR SLEEK COLOUR IS 1 +', 1 l O SLEEVE 2 1 /B- 1 _ ,• Iz5' ! OW.Y VAIN fop .151N1A71pIS INTO (TrvJ IoOo SfROCIUR[S 1.2'JO' .. 17 I s u. V' W,u� I p IJe' .. t I �00._ifia ` �1p _. _-- 1 -i .--._ _.....-i.. ) 2000• 2.0ocr 3.750• -i-- -193' i 12Y 7.900• A 0.P6)" - -2,S+e - L+,le• -0 ,.050,0 I L _ , 150' .250' (7 REV. -H- HEADER © -U- HEADER I i i (1YPJ I - I- MIN. TO 5` Mm-..--.-. - - 7 D00 - . _ I MAY. © � SLF QE 11 .1 TRACK 1 O - - © PANEL E N1YO 374' ---- _- 3.000 - 3MI Woe?-n ALLOY ,�.L„L p A TI 1 1/4- WIDE) ., 200 \SE ...... �[Ir�1 (USE ANiALLWiT -)275' .0e7'-N;- y�P'' VCENs4(: '•`.,t S�YS'LTCM� 6o6+ZTe ALLOORM YANEL _;,]yp' .470 - ,.• 3„ rI _-_ _MN.'7I. /O."FLORIDA BUILDING CODE Non High VelocityHu am Zom ♦ 9 { ,.126• ,,0 2000,1-rc2E,_No.44167 I.ODD''a '$, r-W"I YN. l 0 StO.. �. _ am7° n'F°°•'"a. 24 DIODE GALVANIZED STEEL STORY PANEL rA. I -- 1 IDp,• I ----- :"--; STATE OF .rW N, 1 ) _ I: (- 2.000•-'-- I. _. I._ . _, ---- SEESECTIONS - - -- _ _ rw �_ f; "p'•,• F pT. ; . ` .7n7/N6p ? 1L ECOIMC. GL08AL PROTECTION PRODUCT$ LL.C. ..,<. Y_,.�.- v\ 11W. St .VIP Snit - �04 „ Y fry % A ,a .= I D o m MA', .T''--�oAq--'I`,N -_ Fi°1- naI[ lrfl)r ra, Fall, ( .)Iw-OW 20- 1 75 1© BUILD -OUT F- O BUILD -OUT r TRACK 15 R ® WASMERED WINGNUT HIT -,. .W ° Newit - TRA(A� GLE (IANAC 3 ALLOY) P E JtAL/a9Mt AK/O n A RM A M... E .IR1 2 .I. CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 Twtm ID) ,, DUSTING POURED CONCRETE RWUMIED E Mn. SEPARATION £ SCM� i(SEEDULE E ON SHEET 3) 4 6 �,^� 'q) A 1 1 iJ 1 1 EXISTING POURED CONCRETE REQUIRED jJ!(STALLATION DETAILS FOR REGULAR PANEL In INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE miowm5 LOCATION _ (SEE SCHEDULE ON EXTSI NG POURED CONCRETE SHEETS 9 THROUGH 10) CONCRETE BLOCK Oft CONCR' REQUIRED. ,A, .,.A .ALTERNATE LEG Cw JI/4, No -.---i -: .- I 1 I 1 1 1 1 1 4M,- I i1- M. .Ln r r 11, uNwel rwAr -n i' YPF I • PANEL LONOIH T - (SM ON SCHEDULE SHEET 3) 1 1 , I I 304 I OF 1, I MAX I I. ' 1 O 12 1/' 2' C.C.,I I 1 I I .. ,: �< I;OpE a ANAL OR SLAB (ALT. CONDITION) CO CRM AA ooq-- WK'1 (SEE SCHEDULE ON _ _ E O .._. _ SHEETS 9 THROUGH 10) ` !4 N . Il• 7 h4 ; • IIN I_ _ CONCRETE ANCHORS (SEE SCHEME ON SHEETS 9 THROUGH 10), I C i E.b. _-.- .p_ .--_1; .Y.OE]I M. 1CIlW 9R l.Y../- 21 /Y 1 ,/�Y-a.,. 1 .RSI�I 1rAo .N7. 7 • r 1/4' p.0 M-TIPAQTION TO CLASS 1 (SCE SCHEDULE ON SMER. 3)_ ,, . ! -- P � 1 '1 I I 1 Al - - -I 1 ,7.77"] 1 1 all nO OM RN M W i- FIRM. Nb r-CT PANEL LENGTH (SEE SCHEDULE ON SHEET 3) Q OF 1' L. CONCRETE ANCHORS_._.-11 � (SEE (SEE SCHEDULE ON rf. SHEETS 9 TI NMI 10) 11 .1 riiit ,,A - l -+ LINO POURED CONCRETE coNCRnE INLOCX REOOIREO. .,r�•'LIN, BUILD-219 ,to SECTION 5 SCALE 3/6-- 1]KG E.D. - EDGE DISTANCE NOTE FOR COMBINNATION OF SECTIONS: (SEE SCHEDULE ON TOP 4t BOTTOM MOUNTMOS CAN BE SHEETS 9 a 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 0 OC67M POURED GGNCWETE .. OR CONCRETE BLOCK REQUIRED. (SEE SCHEDULE ONR3SHEETS 9 THRCX7CA1 1 _ O La r/j 1 I i /J , 1 1• Y.. PANEL LENCTH ,, I Ma SCEDIRE ON SHEET ] 01 IT: SP . 1 TIC, 1 TO GRASS. (SEE SCHEDULE 1 1 �/ A 1/1'._7a1' S"EO 1 ON g,EEi ]) , -. N n -SPACER �I I rI J, 1 1, & i I � a"EI, 1 - _' TSPACER Box UDI 1 OF ,l 1 .1WTM MAX. 1 1 C ----- I 1 CONCRETE =40R5 " - - - I 1 (SEE SCHEDULE oN swerrs a T/NWF,A1 10) .1 O2 I/a- LONG MAX. ALUMINUM VNJO FOR li SPACERS O 61!/4. O.C. All DESIGN LOADS AND PANEL EXISTING POURED CONCRETE UDNGTHS PER SHEET 3. IRA CONCRETE BLOCK REQUIREDIZ I• MAKE LONG ALUMINUM SPACES • 1/0. O.C. (SEE TABU iT ON SHEETS 9 A 10) WL ,111. W M 14L I` " • :t• n • : 4M ;� I ('11t FLORIDA INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL in INTO EXISTING WOOD STRUCTURES a SCREWS • r OC. -/ M TIREAp(0 PENTM?XM (] MM. 2•N• .000 II /1'r LAG SCREWS • 6' OC. W/ING WOOD HEADER I' WSpU,2p LAC SCREWS a 6' DID W/ Va", - , 1/Z' IAn 1HI.AOfD POYTMI,2NMT ORON[DOE Y111. ION n nH. F[NETRAro EXr]TRD UD00 HEADER. TGt,a rA, Ellc orI ', 4 CT,,.I. 1{.1' SAI.S. fl . 11 (. Conl1 a7`.3y2- i A �u Y FAo n Ilri 6 2o Cfls "� t\ I ' I.1 PANS AtI7 9 O' O[. W A S Spp SCRk'' t .'r- T n. IiS]b3 . W.• I YM ,MMNAD �a4 pO OF[F 'T ) / / 1W / CMRMnOM 0C. 14Y IN Y1/+G '7 t, IR,b YS. R/ t/6•h]/]2' TO .a ESEE 11RAA A IXKTWG WO(Nl H[MCn1 . 'II NOTE 'ARELlIq__ - All?MIIN 1 _ _ [VERY (70) 4 c-t WI I1 a .IFNV SD Sr s .-1 �'�M FVWA ® 0 w ® ` i. ,'-iI I II•. _ S/ a�Gp HUGE 7 tW,T< .-� R 1 REOlA4D I T I DICE 1 A I IA - w) !- t•-1/� raoD HEADER REOWMn LI T2 B/1.' YN. I t/.'r-7(b1/A' /t �J _ SEPAM110N /. W20+3/1• 11 SCII+R W� _ 7 ./16' Yln, 2200�F.!1 Y.S. w/ �• 7 8, 32 _ GLM -WR/1/- 1r /a'. TD GALS. 7/6•••3/OVf�A° @ - 1NUOC • I 1. d 7 '/a• � L. W MMA,MG rVi 1 1• EVERYM17I1IO�*p ) .-XMPWAIgM P I 1/•'•-70d/ ' - l0 GAS1 1/� r 20.3.v b . ;I 8 M SCRfw W/ Y. SDEw r,/ e, _ 1!• 2 UNRAI ON 7jrPw!/T32 � 7/6•r.LJi MEVtIMYtYNUO10'tlAF' i TOO GLASS / I ly I rYLVFPIK NUIOiARIM 0 I I I ) I' N I 9S r 9 i r J 1 - I -f Rot r i I §; r I - I 3 can '� 1 .•.- .• - 7VA3 Y9. N ) I ., I 1 '�UrAVC N,n 1, j " -� I J'a1' r.. ;1 i ` - Y III, =\ ( I o ) 1� 1. v I .•-srllPi/ II 1 ,PAK1WItL"'L' RUS r/ FIE FEMAU ° W F o I - 2 - ) ti Ij 17/r Wn TMCApO �"'- _ 1 .. 11 1 W% ~/64�/I2 �wNG TH 1 { r-,MI�,Noii IA AII,AV) _ - P17HE71Mr10ne .a- 0L -) _ I ,-.. ,_ HUT 0q I/4'r 20a)/1• 1 .'r WG • 6' 0. w/ LAc sGRE c / `a'I.. ' 1/, O' MN 1HRIAM MNETMTgN • MW0M0p(z)RAr..• g/Y 4_1�/p]� TtA[.,L".-27/µ.,'I,F1[1p14v ., �„ �,I - I.2 E S'E j1 M Mn At SORIE3 RE407W io-,z � tDa, DR FLAT p1 Olni 011 (y1DA/Tp1H . - •Y 20.3 4• M•% Wi 7/11"4,]/27' D 14•.f0 PENGMATE ILIIS 2 RAMS (SEE ., 1A .I, I I.� a NUI 12' OC � Ey„ Wirw i 1 7 Mn PE.ETHwrnH r `a •M:WMI � �T {I 9"A non Y :.AI; SCltewg a 6' OC wL I i I/.•r LM SCIEIYS a 1. OC. W/ Nm (1 lk.• 1 • •t, 1 WT I.RfAO[0 PEI rs"PON alAn aG am 2"W -a A Ni. n' Mn 1H•E DIED oO.,MrON iK i 1iziWm H aF Pu1E SMMao ALTERNATIVE WWCOO l Ri . MT OR ON Em Y1n 2...' HOOD MT I)A ON EDGE SDATIL 1/4'+1• PUn NEQL-",VT '1M �TERNATiVE ,1 SCALE 1/4'- QUNTTIIN� ALTERNATIVE 4"W I� 1. NSTALIAT"'S ARE GNAT VAMD FOR SLADWM WITH A_SO 0FLSKN LWDS TINT N 4W SI:AI.k l j4'+i' 1"On"' UP M .66. 0, -73.5 WI AND PANEL'S UK UP TO S'-t0 �,+ ,A�'YV1N11H11111 I ATf�E 3 st Ci A. T14 1/4•-,• I FOR NEW WOW FRAME CONSTRUCTION. WOW MEMBERS 10 RE SGAtMFRN v7' PINE NR. 3. W/ SPECIFIC 0lY.SITI OF 0.50 OR cam 4" �.•" A/ 1 0.w ; �I,CEN,T, •,9 9, - • FLORIDA BUILDING CODE (High VelocityHurAcone Zone) x •� : No. 4 : WINO IETHXE NI:. WIDE W,40" IGAI, AID REOIAID.MS FDR , Of BAA AT Top AS z * ; : * 20 CAGE GALVANIZED STEEL STORM PANEL UATOAi n AT BVSiGON w MARL AS PANEL OONM.CTON Ip tRAC,tS 011 p(ITROD Y C OR 20M NSTAL1AlON ,TP[ ON 2 - �BAL PROTECTION PRODUCTS, LLC. °' GATT :�•. `Ui OP ' _ "'.. -.> IL�-c 0 t•,Krr ALff31r nVE TOP HEADER WOOD F''•.LO '•eO to 3, 5?Nw �i FS V\ // q -,L n u ' '•7V $/0,.� '•(CN / •.. ).r. 20-176 Ta A p110W MOVILNO3 CAN ITT coL117AMD w ANr / a, r a T-r IFrOa n y,r ..,-[: (.N1..-7.1a rwr n6.7Nr-arr • w.. fee'-_ NII FT,"HA, "'F"IH! ANT TO WIT ANY NSYADATMN. WALL 1/.' . I- 1 it pC PW EWWRFR Ms. 1TAII0 WIE SHAITIER iRACAS NOT ..ROAM MOW CIMIIY 1fAUTAOAAtUAr/MT WATER A TAIII 7.., FL. m• - MIm SINGE PANT/9IrMEWN.WUM AT TOP OR BOTTOM WITH TRACKS :"2) Oft 11 • MAXIMUM PANEL LENGTH "L+" OR %-" (it.) 0 IIAX.WIM A.S.O. DESIGN Pmemw RATING ...E a - ) ..0(P( )- (P + CONCRETE A WOOD IMMLAT*n t -- L+ IV• 2G0 t1 0 12•-0• W-W ,2'-a. r l •-r• -JDo I1'-e• lo'-!• 310 -- - - '4P l0'-10' W-0• 10'-t• *I"- 410 Sao aao a0.0 Tao _JI p_� _W-' -- _--i-_ -4 -6 r 6_0r _ 6• J r e r r-o n,II s-,o _ 60.0 eno _r-,­ "-I' r-7• r-o. e'-3- 60.0 Iona _ --- 11 0 a• I e s --*I ] 672 e-tr- _1 _.p. - r I0.0 a'-7- 3-a'_ a'-s' ,t50 _ Nils _ ROTE. CONCR/rM BLOCK �& �W�/OyOD (t) _3' MAX lo,2/4 1/4, 3/4, 4/5, 5/5 3 6/5 1 WIG. 2W/6, 3W/7 k 4W/7 ANCHORS (SEE SCHEOUIF ON _3 ON IIAA- - - -- SHEETS S, 10 ART) .. - ___ .... _ I, WK. � e 1 0 `�0 ° END WEER TRAM MOUNTED OUN D _ m_ IH t � DB D.M..Q.O• VJr I I I ( -�-- I r�--I---r-1- -r- I r�-�-r -rT- �-r -T_T_ -F T p11EC7 ,AOUNjF,QAT [ALGAL• MAXIMUM PANEL LENGTH "L+" OR 'L-" (ft.) 0 MAXIMUM AS.D. 4RESSURATR10 f. + ,N - Iw ) ( ) CDMCRE71 A wooD INSTALLATIONS f L� LA 2a0 -.-��2a.0 rr_#• 11 O' 1Y-1f It'-r .no W-4' Po'-r _ -33.0 40.0 --w--to' !-f• _p'-r• !-2• 410 _...- Soo 3s0 . l-,-� a--,- e-.1.7-0- l r a 2' $ao --- 650 r 0' 7 a- 1-1. r-r 710 r-r' a -r- Sao r-0_ a-s• e30 7-0' Aa• too a'-!= - l r V 93!__ 1000 er _ '- a ]• 3 !O a 7 5 - lode,a-J. rroo___ - -- !"-1* __ I r3,0 np-! --- • 10. 4'-e• WIMAIM SEPARATION TO CUSS SCHIE 1 MAX HMW PANEL 1FN01N woo SPEED IC 170 III WIND SPEED > 170 ..P.h 0") UNRCSTRUNW RESTRAINED UNRESTRAINED RESTRAI 30 OR LESS 1" 1' 6" a 1/4" 733 70 Be 1' /' I 7 7 1/2• >90 TO 145 11^•-}- - 1* I 7 1/2• 7 1/2• '0,44 WYCullu PAMri I rbinlru ftnl CAR ♦ nIVEN un"UTima CnNnrMN Opp DIRECT T' U• 1.5IYEXIDS' r �A 'o-o� 110111 HEADER HEADER NA" TRACK BDTTOIA 12.-.. bsuras C - i ERECT IAOLINr Now +0' 32' 17' 1. 1. $0• Be. 4 1.STt1.6' sive ANGLEJS' - 32•-_ , - _. - 1Y- .__IsY 3e' 39- a T TRACK - ' 55' .. 32' 42' _._..4._-_ 67• __ _ 1. 40' ( w a TRAeX , So' 32" I "" 3r 60' Se "" E SO 32' 32• 3W p. 5e. Se. W. ® OF q I I I , I I i ,, I � I i 2 __ , �H I I I . I � I 11 I � ,I : -.. T_.. 'i'- _. - -T--._ --Y ..-._.. _ - .. . _-. i ) T ) t j I I, i i, i 1 ! 1 1--I_-I �- i i v i I I II- -, I l Ak F INBOLTW PANELS I 1.• . I ! I_.�Its. M. PANGS w/ 1 N-20A 1' r (S SECTIONS AS 1 I i I 1 1 �SESE MSECfIONS AS O EA. OYCRLAP .. I I! 1 1 I I I i. ''I I I l I I 1 1 1 fl �,'` II I I WI 1 !1 l i I i e o 0 .. __ 1 -, ® Or ® - 3 AMAX - _ -' 3- MAX T- wN 1 2/4 1/4, 3/4. 4/5, 5/5 III6/S I MIN. IW/6. 2VI 3W/7 HTL 4W/7 1. ... ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 Al l I. .. -. .... - REGULAR STORM PAN)•L I ELEVATION 2.M7• N.T.S. I/4' well GAP III (MIN. OWERUP -t Oaf WAIN^ I IMX' CAP _'10 I SECTION A -A I v N.T.S. 1)(1) L+. MAXIMUM ALLOWABLE PANEL ,EAOIH FOR A OWN POSITIVE AS.O. DESIGN LOAD, L-: MAX ALLOWABLE PANEL LOOM FOR A WEN NENMTNE ASD. DESIGN LOAD. (2) POWCOXM TO DETERMINE MAXIMUM PAIL IEMOTIA ONEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM P'AM LENGTH l+' FRON SON DULL ONtN A NM47K ASD. DESIGN LOW. DETERMINE MAIIMAA PANEL LENGTH 'L-' FROM SCHMAU FINAL MAXIMUM XWWAWU PANEL LENGTH IS EQUAL TO M NEBIBIN O MWMC PANEL LENGTH BETWEEN 'L+' ARC'L-•. (3) SEE SCHEDULE BELOW rep MN. PANEL LOATH FOR POROSITY OtAMMTOETION. t IROOLLAT10NS ONTO WOOD ARE LIMITED 10 . 9S P a/ MAX ASD. DESIGN PRESSURE RA701G .1 9, 10 A 1) FOR MAT. ASD. DEAKN AIM Low A MPANR LE11Gf/15 SEER ,,I,VYMA 'a ' N PALM a USED. .. ,S '• FLORIDA BUILDING CODE Non High V•loa Hu cons Zone * i : 0. 44167 1 n�O INC 24 GAGE GALVANIZED STEEL STORY PANEL �'BY $'•. TATEOF * �- - IL E C O FIG. L PROTECTION PRODUCTS, U.C. 01mam- �'`E` '••sills/ . QRID►P '(D4' i, 0 c7 •ALTO CIA%$, / . T ,wA"a'-1iJlLr+NrII.W•� h�Ir ,� . ow A". .M HMW WI- WI. n1v.: (A..)w-7..1. MAW: tAw)tN-.m 20-T75 DOWtO NP �• I/IINN lI1NJpAIT U-000071p INLTO A TALK A.. IF - w r _ .Nl 3 . . INTO WOOD 5TRUCTURES I ,' _ ---- I , - L SEPARATION I .. �� - TO CLASS 1,,1 csEE SCIIEWLF '. I II• _I < SHEETSCHEDIAE ON II __O 1/_!ti FloU. I 3) 1 R�GLnIw a/3i•931o' • .. Ile Oc .' • _ Rq 1a RMa II I II 1 _. _.. / 1 .. I,NOM OAI r-a•) ' ., ' , - ----_..__ -- 1 Y` YAR1. _...Q I; ( PAWL LENGTH WOOD M1E6DEF ', 1 !{ WOOD ANCHORS _ _ I ,S_-1 f1E0URCD ••_ (♦!f£ SCNEUUIE �• '1 Ij'1 I/4• (52EET 11F3%!tC ON - .;i QI �-,.--_ :..,_. _. Ill -.. _-_.:- ON SHEET 167 .... .- i _ ... tl j Y/2, IIAx. I __ 01 SPED 1 EX 1• .- 1I _ I .. , MAX. - Gi/l - I T .. - -- i WON HEADER11 I : .IZNn �1., ED I )I! I2' 1 I _ - ----- I '.. -Lill.O . I ` I I E - , LONG ALUMINUM lIA1' • 12 1/7' ' i 11.) SHEET I LEL#I ON S EET 11 SOC_EE NOTE LIM17ATIONS FOR MIn. 1 , 4A7c •~ SEPARATION • 7. /2 LOW StECVE3. MAX E�,.._ To �S t PANEL /ENGiN ; I PANEL LENGTH i� E (SEE SLHKIX117 I (SEE SCIEDOLF (SEE sL'Kau I I ON SHEET 3) I ON SER 3) / I. ON SHEET 3) _PANEL MAIL FEMALE ID OR PANEL ANTE I• i' - _. E I Ip'rsy,' 1 O, , PLUS (SEE SCHEME ON SHEET 1t) ; r. 1 - Q Ain . 1 Yin I 11 II I .'' I (WE FDA1 EXISTINGoIMI r-.') MASS CLASSN9___, I _.1 , H (T SfJ llE PLATE RU .I. f ; -U 01RECT MOUNT W/ SPACER a V ON SMEEI 3) P H __.... i.VA _ I * I ALTERNATIVE 2*1 �7�J i i SCALE ]/a -I' 57 1 I '-y 1� / • ,2 I/Y D.C. SEE TABLE 1 ON 511EET 11 FOR MO, PANEL LENGTHS A IMAXA .0 a.SION LOADS FOR 746 INSTALLATIoN. _ ,I 1 I LQ t MAX 1 r'T I I ` r WOOD ANCIOM * * HIM I __ L` 1 -- - _I STAGGERED w/ sruD 1 Ev \ I, (SEE SCNWIAF ON SPACER W WW BE 1 TIr IRO n ". _-.___.____._.. _, I SHEET 11) 11) MGV" M a OARED 10 A PI ROSY PJXNEW WITH /.'-r -� *11m : I WAN MGN ROOT Igpfl (1M • A Obpl.'110N PROM AM PLATE REOUIREO ''` WDOD ANCHORS .IAl1.O Now GR..IIILY 11•IOAIED pl f.aa It) ): _ $TAOGERW w Sn10 1• M. W/7v111T1oN t0 IY,,a. IlrOlalT1G 2'K4• W000 / PH Mon a MAN E REDUC® 10 I/.• As PULE aEOVIRED EL) rAGDIu 0oN0 ilwN aNM9NOFR sA Wql ww LLIIME l0 OR '. (SEE SCHEDULE ON LONG AS TH2 IOLLO.WO WMWZN AAC _ .' .•. .. I PAEI ANTE RAW) MARL eE W ACO MAXIMUM AT . 1/4 ac SHEET 11) OWAKM WON, ' MO 6 A REPMU M FROM ,S In• DID. BMDg ALAI'OJ ON III SHEET a (i) W.�IImmm WAS a _? (31 wX 24 BAOA RMa LENGTH C LIMITED TO M• M ANY OFDCO FROM LRAM PNQ IDIOM AIDNED ON (IMFSSCHEDULE. (1) INSEAM RGIrI PM1p L.OM,N a SHEETWR t1)tl). (4) , ,/r .ONe SPAC•1 C1Awpp11 E.A •Iti K Ai .eIGIIED OM WALL MOUNMINIG ALTER,pp1�=TOLyILy.yT[ IN ROT. P= R VALCM ■ ONLY 1 SCALE a/B-t• I •CET 2. Wn"'A ON OI 1 1/r LORD WF.001 N m oaT •WO AN OIt1.10 AOW ILIA.. WALL N4D Fpl 4w• Epp 1. 1, AO 3 1 ODiOta IN -6- SCALE 3/e-i• (4) .OIALAION WIA GILT FOR WI,• E-L.01 SrAIDAI• AND THE TWO (TAN EN,IOp ar M ROroA i I LDOIG o OOL I DOltsll� 2 A 3 PO1 ATME I --- -- Ep PE": l/ :---•-- --------' _---___ -.. ------ aj_...:, r� 'or, NOTES' �1L2. .%, FLORIDA BUILDING CODE Non ITT h Welooi Hut cons Zone) £ No�T , MR COMRNIATION OF SECTION. 1. INSTALLATION ARE ONLY VALIDFOR MAX, A.S.O. :• No. 44167 'T 3E . PC. 24 GAGE GALVANIZED STEEL STDRY PANEL FA DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS Ti R,000 GRAIN, W'.. ; * * t 70P a AN BOTTOM MOUNTINGS CBE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR ./V/mn COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') STATE OF--;'-.4- GLOBAL PROTECTKN PRODUCTS, = �' IL E C O NNE. WT: INSTALLATION. % OD . -. F[OR1010":• -' • WOOD IL.. 51 31.w D.W.R3n. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD --r Wr,.N.aiH-'- fir. On'µ -WI M,OLIO P-1 PN01W: (MH.f2 M7 FAIL (2M)BBP•.727 20-175 MEMBERS TO BE SOUTHERN PINE No 2. MF/ SPECIFlC S/ "' N •r-rr - w OFA MO. DENSITY OF 0.55 OR EQUAL. 7"I'Lle R4 E f oom1a - AK1Q A N..1i_ - - 0.11 . ,. 1• nwn i e sr fWe7v . r_2 HWO •6nN1 .FMCS% (C) m-LEI iMEI. arrlrr �u.ulY-S '�.51 MR.; T S70WM PANE SHOWN ON Twi PRODUCT EVALUATION (IOGIYENi (PED) NAS BEEN VERIFIED FOR COMPLIANCE R+ ACCORDANCE t/4-0 TAPCON ANCHORS, AS MAMAACIURED BT I.T.W. BUILDER, INC W314 THE 2020 (7th EDITION) Or THE FLORIDA WILDING CODE THIS STORY PANEL SHALL NOT BE INSTALLED AT HIGH - I14-10 PAI$MATE FEMALE ID AND PANEMATE PUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. vEOCITY HURRICANE ZONE (~-DARE / BROWARD COUNnES) - 1/4Y LAC SCREWS PER ND.S P N 1 THE Y A O[SION MW EONS Sy M AS D AS C7t 609 OF C ABOVE MENTIONED COOS. FOR BASIC MIND - 7 Le•r . s s• PUSHING. AS d51a1sUTE0 BY ALL WpNi SCREW BOLT a SPECIALTY co WOOD re P rep A f BY fION WHERE STORM AF/R 41111 BE INSTALLED, AND O DREC1IONAlIY ACTOR T STORM 3•'FEb AS REWIRED THE JURISpC -1 X THEMAXIMUM D. P TN 0d9 1ASNG NICE 7 e AND SMALL NO EXCEED T AS DESIGN PRESSURE M GS BIDCAA1Lp ON SHEETS C 1 MINIMUM INTO I AN 1 1 - ELCO P LAME U9 ( ) ) THREADED P[rIEYIMA1toH 0 'MOOD tx APCQN COLORS SHALL BE T AND Y FOR AN E FIL / 3 THIRD 1 P r 3- ! RU 2 AlA 7, ,W AND ANCLMAIE EMALE O !u�� N WDEP TO VERlR1 THE A9OYE IX7NINRI3N. ULTIMATE DESIGN WHO LOADS DETERMINED PER ASCE 7-16 i•--+, BE FR51 REDUCED TO ASD. DESIGN PRESSURE RATING W MULTIPLYING THEM BY 06 IN ORDER TO COMPARE THESE W/ MAX. (ASD) CZ) MINIMUM THREADED PCNETRATI0r4 OF LAG SCREW, INTO THE WOW FRAME UNIT SHALL BE 1 1/2• NO THREADED DESIGN PRESSURE RATINGS NOKAIEO ON SHEETS ]. 9 TNRU 12 a 17. IW PENETRATION INTO STUCCO SHALL BC CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. N ORDER TO VER" THAT ANCHORS ON MIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 331 INCREASE INALOWANLE STREW FOR ANDLOADS WAS t7DC USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DOMWED IN C.3) MINILNIY EDGENCE DISTAOF- LAG SCREWS. INTO WOOD SHAL BE AS INDICATED IN THIS THIS DRAW ACCORDANCE WITH ND.S. 201e. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VEWIED W ACCORDANCE WITH SECTION 1609.1.2 OF CA) MWWM PENETRATION OF 11000 BUSHING SHALL BE 5/e' 1/4• 8-20 SCREWS USED SlWl Bf 1 1/2' LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AM09CA/ TEST LAB OF SOUTH FLORIDA REPORTS PM14.01-01 AND I0219.02-09. AS SHOULD STUCCO EXIST, AND I• MINIMUM FOR WALLS MOM NO STUCCO L.B SOUTH LIANGEA REPORT / 230 D AS PICA C5) IN CA% THAI PRECAST STONE, CA PRECAST CONCRETE PANELS, STUCCO OR (MOOD DOAROS BE FOUND ON ME EIISTWG - 11 1-i PER 201 x TA A ASTM C ]COLS. STANDARDS. AND NATIONS PERFORMED PASN*A AND TAS-x01 7N0T000LS. AND AS PEN CALCULATIONS PERPORMED IN A[COfiDW(:C N/ SECTION 16W OF Y11C WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRICTURE BEHIND SUCH PANELS. ROHtDA IiIROP+6 CUOE. ANCHORAGE SHALL BE AS MENTIONED N C 1). C 2) A CA) 2. ALL ALUMINUM EXTRUSIONS 10 BE e063-10 ALLOY AND IEMPER (UNLESS OTHERWISE NOTED) SEE SHEET 2 (D) ANCHORS SMALL BE INSTALLED PDEUMNG ALL OF IMF WCEWMENIATIONS AND SPECIPK:ATIWNS I* THE ANCITOR'S MANUFACTURER 3, ALL ALUMINUM SHEET METAL USED AT CLD%Ui*S SHALL RAVE 3105-HI4 ALLOY a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLDWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL STEEL SHEEI METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL. ASIM A-653 GRAD! eC MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS ®!0 SHUWA. NOT BE USED. STEEL DESIGNATION III 222 NW (AFTER ROLLED). 9 IT SMALL BE M RESPONSIBILITY OF THE CONTRACTOR TO vUltry THE SOUNDNESS OF THE STRUCARE WHERE S/ILITTCR IS TO BE S. ALL SCAfWS 1U BE STAINLESS STEEL JD. OR 376 N61 SERIES OR CORROSION RESISTANT COATED CARBON STET AS PER DIH ATTACHED 70 INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUIIDINCS 5008 ,W/ 50 ", YIELD STRENGTH AND 90 NN TENSILE S'TRCNCTN AND SHALT. COMPLY A/ FLOP" BUKDIWW OE SECTION 2.11 33.4. 10 EACH REGULAR STORM PANG; MnH LENGTHS OVER 90,. AS PER SECTIONS 1, 2. 4, S. 5 AND ALTERNATIVES Iw, 3W A 40 ON SHLUIS 4, S, 6 A 7 RESPECTIVELY, SMALL HAVE A LEGIBLE AND READILY VISIBLE MARKING NSTRUCTW,, OWNER OR TEMMl TO 6 BOLTS TO Of ASTER A- 307 r.A,VANZED STEFI. OR AM 304 SERIES STANLFSS S. -TI. WITH 30 X. MINIMUM YIELD SIRE NGnI SECURE PANELS WITH APPLJCANE REWCACEYE•R DURING PERIODS OF HURRICANE WARNING 7 ANCHORS TO WALL S1ALL BE AS FOLLOWS: I1 ,ME INSTALLATION CONTRACTOR IS TO SEAL/GAUAK ALL SHUTTER COMPONENT EDGES WHICH REMAIN N COMnWAAIS CONTACT WITH THE BUILDING t0 PREVENT WM/RAN INTRUSION (A) Mj2I HNC. POVRGO._09METL u i 1 W I % INC 4'n. 1' { 1' STORM Y WfM SPECS INDICATED IN THIS PLUS ODIC AND DINING NfGV S f 1 c 92 ,.. 2 SNWl. D ORA1wPIG US ART DUN. L ltU1CI4 AS ET Ill i BYO - L 1'P T,FY?/a ANCHORSK-IN AS III, HE JURIISDIC REP - 1 �' P A 1/a' CALK -1N AN;110175, AS MANUFACTURED BY DEWKI INC PROVIGEO BY THE JllN901l:TnUN WHERE PERMIT 19 APPLIEO TO 001M, M FA r - 1/IY A 3/A" SOLID -SET AWCNORS, AS 110ETNBUTW BY NA POINT SCREW BOLT Al SPECIALTY CO 13 (R IMS PINWICT EVALNTION DOCUMENT (P.CD.) PREPARED BIT THIS ENGINEER IS CENOBC AND DOES NOT PROVIDE INFORMATION NA Ff+ ( ]U700 ) D .al. - I1{-10 PU1FlMATE rLLNF IU M PANLlJM1E PLUS ANCHUtS, A9 IAAN„FA[TUNW BY ELCO CUNS'RUCT7(N1 PAUO,CTS. FOR A SITE SPECIFIC PRODUCT, I.e WHERE THE SITE C(WOTIONS p.V,ATE PROM ME PLO - t/4-a ZAMAC "IH ANCHK,HS, AS MANUFACTURED FIT UEWWALI, :MC (h) C(W1RA;TOR t0 RE RESPONSMIC FOR THE SF,CLTION, HURCWI:PE ME) INSTALLATION WWOING LIFE SArF-V OF rHIS PRODUCT A 1) MINIMUM EMBEDMENT OF 1APCON ANCHORS INTO POURED CONCRETE SHALL Of 1 3/4% 2- FOR ELCO PAWLIMTE AND BASED ON THIS PE.D PROVIDED HE/SHI DOES NOT DEVIATE FROM THE CONDITIONS UETAREO ON THIS DOCUMENT OONSFRUC7IDN SAFETY AT SITE IS THE CONtRACTOR'S RESPONSOLUTY I 3/4" FOR ZAIAAC MAILN ANCHORS IC) THIS DNOOL'CI EVAL'JAPO" OCICUIIEW MU BE CONS:DCRW NVALID IF MODI(IfD 1%7) CALX-IN A SOLID-Ul ANCHORS 'DWI HI rMBEGMe 7/e• INTO THE POURED COHCRf.IF 140 tyBCOM(NI INTO SNCCO SHILL W L BL PERMITTED. 1/44 r-20 SCREWS USED SML BE I 1/2" LONG MINIMUM SHOULD STUCCO EXNSI (OltSITEII SITE SPECIFIC PROJECTS SHALL BE PRFPAREO BY A FLORIDA REGISTERED ENGINEER OR ARCTECI WHICH WILL eETHE E AND 1' MINIMUM FOR WALLS WITH NO SHACCO, AND MAY BE HEADED SCREW OR ALL THREADED SCREWS W/O HEAD, V40INELR OF RECORD EEO R FOR THE PROJECT AND WHO WALL BE RESPONSIBLE FOR IRE BUT ACTH MNG NUTS PROPER USE OF THE P E 0 FhrrJNEFR OF RECORD. ACTING AS A OFLEGATED CH04NEER 10 TIE RE.0 ENGINEER. SNI %UBMFT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW A3) N CASE THAT PRECAST STONE. PRLCASI CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCNOF15 SMALL BE LONG ENOWH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (r) THIS PL.O. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SWI4 BL AS MENTIONED N A1) AND N A2). ENGINEER OF RECORD THAT PREPARED It ICI) " -SOHO CONCRFITr_A=_w,IL_yTN_s.-ffi I4. SMrTER MAWFACT)RLR'S LABEL SHALL BE LOCA71D ON A READILY VIVOLE LOCATION AT STORM - 1/4• ♦ TATCON ANCHORS AS MANUFACTURED BY I I W BORDER. INC. PAILSMALI SPJETEA INWIT ACCORDANCE H SECTION 1709 S2 OF FLORIDA BulD1NG COOL. ONE LABEL FOR ITT OPDIIrLO tABFL1IG TO COMPLY ACTH SECTION 17099.] a THE SEBUp - 1/4' W . T/S- CAAX-N ANCHORS, AS MANUFACTURED BY OEWALt, INC FLORIDA WGG CODED - I/4Y i 3/4- SOLO -SET ANCHORS. AS DISTRIBUTED, OY ALL POINT SCREW. BOLT A SPECIALTY CO - $14. 10 PANEIMATE ITEWE ID MO PANQMATE PLUS ANCHORS. AS MANUFACTURED try ELCO CTNSTIRICIION PFlrnu..•IIIIIIIN - I/4' P ZAMAC NAJN ANCHORS, AS MANUFACTURED BY OEWALt. INC �,nr_LWilL_A. T!((/j '� '''•'� 9.1) MNMUM EMBEDMENT Of TAPCON ANCHORS, ELCO PAMLAATES AND ZAMAC NAIUN ANCHOR, IRO THE CEN S FLORIDA BUILDING CODE Non High V•Ixl Hu cone Zom =6 UN17 SHALL BE 1 1/4' LI,,� 9,2) CALK -IN A SOLD -EFT ANCHORS SHALL BE EMBEDDED 7/6' INTO n+E CONCRETE IA.00N UNIT W : ►IIµ044 7 'a •100° "`R'' INC 24 GAGE GALVANIZED STEEL STORM PANEL arw.Y STUCCO SMALL aE PEAMIT/E0. 1/4' 0-20 SCREWS USED SMALL K 1 1/2" LONG MINIMUM SMIMD EXIST. * 'r ASO t' MINIMUM MDR WALLS WOW NO STUCCO. `,"� 2 '-'. `'''g N/M7/JpP y'' L E G O�INC LOW PROTECTION PRODUCTS, LLC. ,.H - ttS,TATE / 0.3) IN CALSE IHAI PRECAST STONE, OR PRECAST CONCRETE PANELS, 9TUCCG OR WOOD BOARDS BE FOVN 1`Q •' _` i2-A; T_ r Snn9 A EIIwwDwMO '•0R Sr ' �T OII!"K WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MIN STRUCTVRE BEHIND SUCH P ST •G\ / R r - T-r lle nwR'. wet t I,ATt+ ... R,Rw _ ,ar PT_, n,aFA E1NU4e•-7.,a I 06.NI.-!»1 20-175 s'IoNAL ANCHORAGE SHALL BE AS MENTIONED IN B.,) AND M B2) C6 N'MRR r V� •E W'-' W ILIvy A A a. 'L wm , a u -- `--- --rllrNllllllll ._ INSTALLATION INTO POURED STHO POURED CONCRETE - OR BLOCR DETAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK -PWPEO CONCRO' . - CONCRETE HOCK C1� STRUCTURES CONCRETE REaAEn /r),, afouMEx7 CONCRETE ANCIIORS ON `' CONCRETE ANCHORS_ (SEE SCNLOULE ON (SEE SCHEDULE SHEETS 9 THROUGH 10)1. - -.-0 SHEETS 9 THROUGH 10) Y O CONCRETEEXISTING POURED OR , _ ) CONCRETE OLDEN ��l I" -LID,• _ ' (( ' -i / ,/2 lam..___. ! 1/2� 11 /4' s IEOURW. f ...5�. ..t. , i/. yJ : ,_LAX. _. .._ ..--- CONCRETE ANCHORS W ._.. _-.- •. �' , 1 J N , i (SEE SCHEME ON /' •I Lo SHEETS 9 THHROURN 10) - /iri �'' /i% I 1 �11// I i1 \f/ f Eq 1 f I A I I TT �I SEPARATION P i0 GLASS. I LOOM GMR f-II Sa 9 SEPARATION - 1 TO GLASS. � 1 Om" roAw � , � r,,, � I . EXISTING 1F (SEE 4CIEDtAE ' .. - N R(O¢n rItGIJ '- ,, ,; :` - 1 GLASS S ON SMELT a) 1 PAAm LM,ENOT11 1 (SEE SCWDUIL , a V i '1.• U. ; tO CLASS i 'l' Y.1. I COWRM ANCHORS 1 ' I ON SHEET 3) I. 9 1 PANEL, LENGTH PANEL LENGTH E h I • I(ItE SCHEDULE 1 (SEE SCHEDULE (SCE SCHEDULE L ON SHRO 3 (SEE SCNfDUAL ON j 1 tl � ON SHEET ]) L f,. _) l I ON :H[kl J) SHEETS 9 THROUGH •ILL I 1 It I j 5OX EX DMN _V CIA,,RT• N ) ED _ _1'AT.-JRrwO eDLn I -7 `! r • L.U. I 1 �', I I { ' 1 ( . .. C.P E D I '.•.,• CO=,I . i ,/2. O.0 ' , (AS APPLICALOW:. MA wpWW I.A W BtAO01T01Vt NIa 011. CONCFE7E mom I REOJ1RfD. C(NCREIE ANCHORS / •.7 I --- - %1RECAE � (SHEETS -tu ', I --- Er I/I• ,J ,n' 0" .1 -/ Mn - 1' Mn- ' - - 1 - I fl T7IROUMIISEE 101 WHEN SOIq jr�' _ ALTERNATE --LEG M•/ m OFLLr ,; 'r" A CJLC-W lDUT10E1 �\ I 1 r . YJ AE USED A W/�MEH Oft CoO POURED CO4CRETt Oft CONCMTl' LOCO ALTERNATE CONCRETE_ II_ ►tAlRED CONCRETE CONCRETE ANCIIORS USED. SED. ANC IEWOW' ANCHORS bR C6NCREIE �fX:K REQUIRED. STAGGERED W/ STUD (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS a THROUGH 10) SHEETS 9 THROUGH to) BUILD SEQSCALE M>I� � ING 1 � sc A SCARE ]/e.,• L" 01111H0:1110 ANFy A"r�wT .... CEN FLORIDA BUILDING CODE (Non High Volocl Nu came Zone E.D. .EDGE DISTANCE ba -Ew COMBINATION OF SECTIONS Fl.0. 44167 '; 8 *: I * * 1 STATE O/A _ _ elle" N.W= - 24 CARE GALVANIZED STEEL STORY PANEL I L E C O INe GLOBAL PROTECTION PRODUCTS, LLC. 11. ORAN,.Y I" /TAMP n' OATc (SEE SCHEDULE ON TOP a BOTTOM MOUNTINGS CAN BE 9 ' F -------- O- ' (ORID►• - W.lo s.r..T ", DMAE ti J3TIA SHEETS 9 @ 10) COMBINED IN ANY WAY 1D SUIT ANY INSTALLATION. IN , i , • •'G\ ll/Vi0'(AU ~4'AA /o•• V ... Aw .- r a Vrr.AI•� A+r -... � PSR rl_,- , s I ti Y,�I.H noc (...OLIO.-1..a rot, (Pe•)..- , CF•OOOf--'�"-n wr - rr.� 'r1 20-175 PAW* N.. 1/7N1111 iC tWTW A 11LLR A, P,E 1t1T ♦ M n INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD ALTEN1ATE LEG ,.,. IN )C EXISTING wpp� _ - .. _ IDUATIM _ BONA REWRED. STRUCTURAL ADEQUACY OF EXISTING WOOD . ' 'I'.l �I ', NAM TO BE CERTIFIED BY +tW .0;,- _ Ed . REGISTERED ENGINEER OR ' / , -® �I� ARCHITECT PRIOR TO SHUTTER INSTALLATION. !HOOD ANCHORS ...(TEE SCHEDULE ON ALTERNAIE WOOD AMC _ (SEE SCHEDULE - �'I 1 AOn. - -� -(A EA'- A �N/e.1,' Toy MEK SURE`, M, G SHEET I t) SNOT 11) .r.. _ �- ) '• 1I'' - ,/.•-R]O. - W-s i/ - ,i1 1/2- _ -' A RE I/r O.G .... I MAX, . H(AD(R _ -, ; 1 ' I , vY _ . _ I--. I 1 -__I- - I IXIS'tI Ir O I REQUIRED 1 , ..•_IA1• ,W,W [,/4' clAss 1 A 1 __ 7 WOOD ANCHORS 1 x. I I 1 . I • •. L/4 u 1 1 (SEE SCHEDULE Oil DIY. . 1 � w, ISEPARAUON 1 1 Q SIEEI 1f) "I O _... ( SEE . 1 SCHEDULE 1 1 1 u�-1*-_� SNEI'f 3) • 1 -1 SEPIl"I'll TO G1A55 ION /_ I 'A r (SEE SCHEERAk ON SHLtD 3) 1 1 ,/•'W-�t' Y' MAX ..ia • PANEL UNGn1 I 1 ID IN OIWI ►.) 1. MAX I - .. I I -1 SEE (IN SCHEDULETE) . I _..-. .- .._ I (PANEL ENGTH DIIST1Fj¢,' 1 HEVuLf I Loom007'-an 1 ,i L ON SHEET ]) QLA55 - - -' -1 1 --CI1 i4fII i I _ --... - ti .. -L 5or iI ; 1 O a 1' MAX 4 1 }7 •� MAX. L� J i 1 ca 4• -. 1' O 12 I/7" OC. lr- A _ I; 1. 1 NO F1Nf$H4 1 FO -- 1 1Y "ye.-Il ALLOWED I -. -_. _ _- t I ; j I RICO F10.n - kI WA!!- s 1/.• ac. _______ __ 1 `- 2'XO' *=FSATE CK RCOURE REQUIREDREQUIREDO i' 1 I WOOD ANCHORS WOOD ANCHORS ., '! • (SEE SCHEDULE ON ON 7/4' _.... . _ - (MIT SHEET II) !1S{IEDULE .-__. __. - I --...2' hall - _ __ -.' -" _ CEILING AND FLOOR MOUNTING ALTERN E 3W SCALE 3/9-1- BUILD -OUT MOUNTING ALTERNATIVE 4W MYNA SCALE 3/8-l' �Ep A... B 1 h 1. NOTE FOR COMBINATION OF SECTIONS:SECTIONS:i N D. 441 67 ? FLORIDA BUILDING CODE Non High Velocity I urr{cons Zone), AR Y V FOR MAX,A. 1. INSTALLATION ARE ONLY AUD 0 .D 5 TOP a BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p-..() AND PANEL L.ENG745 *. *s {�L „JNr Wmro, c 24 CAGE GALVANIZED STEEL STORM PANEL 'eY COMBINED IN ANY WAY TO SUP ANY AS PER SCHEDULES ON SHEET 3 INSTALLATION. 2. FOR NEW W000 FRAME CONSTRUCTION: W000 TO BE SOUTHERN PINE No 2, W/ SPECIFIC 90'•, -•f• •S'.- 3k„- 90�L ILECOINe.GLOBAL PROTECTION PRODUCTS. LLC. 1 IOM/noMEMBERS .C:DENSm OF 0.55 OR EQUAL. 'I .SEA 'bDaWStnt- Atef:_ Wi{ w AN, Iw i _lu F: , °1R m-'w �•'�• n' 3�H R°K, (".)Go-lt.c FOAL N.•NWP-an7 2O-175 PA, KAL/SO T,49/&n PA-. . DIAL A .Mf N-1PL) 1 DINT t . ITT +1--`/ a) a) = 0 2 _ (O O 0 - U N � C o -a O C . Cn ca U � � o- � 0�5•A C = -p C U Q 'C .= V/ C 0 Q � L ^^'' W 3 O CB LL p > .w a .I., Q 1 -0 Ill n� Cl) E I -A Tr r " " O " 00 " 1-_ 0 4 I TO -0 :., wS >. W M L U M. - C' '= M U Cn CN = � a , IV I=7 Ln b N t 'Ic 2 C= CO 3 `i' CL) Y W C am.. (U ' a. C CA O � C CY_ 1-1-•I CO = OA CID _1C3 t.0 N CA C Q i;: Cr .fO Z., Ln a - C e 11 U - w W ICU " ca- U O a - CD Cn CU SHEET NO. SH 1.3 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY dE E—Z HANG STORM PANEL (f) SYSTEMS " _ n 1 1 I ,� I-- -1 - -/1 O .® OR �a TE aLoa a , :• ,FARWS 1 1 • YN"MOO° rWA1[ 2' )' , A9J' JtI)b N-1a OA " . ,' y aosi De ALLm rn t. 6tei NSd , 'r M,a 4 R ,Eoum .NOTE WON ,{,•.. , 3/.• ; I/1' .� . 1N•WN • f2 O.C. PauRED IXIORETL, Op10eETE.. lo" -...2 I. t', . YK r BL.00R OR 2'N' '/HOOD FRAME POIM6D CONOIIEtE• 1 1 1/4'O . 1 3/4• tMCM REO,AIWD [OIKIE-IL ellO4 OA .2: L -.-_ sacoo1 IT, of 71/7 /�'{- )�..��' 1 IW�' �' DR® 2.4woa0 FPAAE V �, REOUEED 1 - ;r 1 'a, v.., ' >I/a GAP - 1,. .:. ..... 1 a. // an ii,NE, - - , F!-- / , 3 .• !:' ... ,; .: 4,.'. T _ ,. .. .. fib . nwtvl ANWm I _ r . A • 7' , m I.— LID U'1GT10,H ..�. 'elro.a 1 r LW . wm ��� r Mm �< l ,3>! L AW. AInE ON V0. De0. 31D6-H15. v i ELT PouNEn cnNCREIE, rnecRE,C IS r - . _ ___ 1 - TPAt` IitK N W IE3HT PUTT X , I t_ uarx OR 2'N• woaa rR,At -1 H . Jt03-Nt4 pl V 2. I ALIAI. Inc / REQUIRED CM. . ALL J ue.. nS Me. oAP �/ !NOS -,I„ 01! A1ANn 0 1 4 aOLT / .' , Ott 0 1 DU w/atCMWi C,NN AAAw NIaIE C W CASE A PLAN) CASE B (PLAN) CASE C (PLAN) sAS�`D (PLAN) SCALE 1/4'.r scar 1/.•-1' SCALE ,/v>(• SCALE ,/.•.,• , - - I Spo�U&_w OR FANX-M Po,/Nn11 CO,OJETE. (pS nc rDY A `FbNNE D AAD t-1 OR oDNt1EE MDd TAP' 90v a (� FReEUAIE PMRS t sx PouND w •©� � (�( YH• MOO AS A cr oPe.Nc 5131EDIAE ON v(Eis r. NFRANC -ir: 1 1 FRAME (RLA PANEL twncRn[ 9LOCK aR VARIES (L) & ® IkA1R R[pNlm As MNiItE IQ r I,) OVERLAP BEYOND 151.' r000 FRANC `J OPENING MKN) �� !0U� m[TC. tONCM,[ RHO (�1� -_ «.vn.• '._ tnt a<�>w 'Tar, End . ew . ERNE J//jj�� ; - - L VARIES _ b" ,(2) \Y' -� ; -r BEM N/ M1bI0RE0 AONT . i/ S M4 I ����J!! „� (fw" END MNPy ro •' \ 1 1/.• ;- �� .W.I.Im"411I CASE G (PLAN)7__�, n u WON •9 _J �� "a �1a .. dH�ray��p A. TIC(/1;°y% SCALE 1/4•.I• unPW reu L LED, ••'''✓9`kfi, VALID FOR DIRECT MOUNT INSTALLATION ONLY At .`;.•''•\GEN w • .• e3: L fe(• •.••. CE,ITIPIED PANEL INSTALLATION AT WALLS W/ f No. 44167 I SURFACE LEVEL VARAT04 WITHIN 3/4- z'k � * . ♦ s FLORIDA BUILDING CODE Non h VelocityNu Icons Zone) CASE E (PLAN) CASE F (PLAN) s '•. F ; 030P0 ARCS .G. 24 GAGE GALVANIZED STEEL STORM PANEL F.P. OA1rNan $O,rC; CDR10/' SCALE I/1'>,- SCALE 1/4•-I• ., •;�� >~ y -, GLOBAL PROTECTION PRODUCTS. U C. °' > SN"' tMIL. _._ I L E G O I N e an .BED S.O. a, rt4E1 a A,R ! - �L--t!% MP, 4.. w. AM A A31r tNA. ti 3331H / - TING.....r�� In -MR INTONE tw)ea/--ler, nue 11M1919-97A 20-175 r OR.INM M.. PC 8N./WdWN.[/b,R A 11 IIi .F4Td A nIK ,•.. I;. • ,+ MRI a OF la (VALID ONLY FOR PANEL 1�INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W ON SHEETS B & 7) MAX. A6.0. DESIGN PRESSURE RATING (P.i 1.) MAXIMUM ANCHORS SPACING FOR ESHOW .D. > AS SHOON SHEETS 6 III7 APPl1CA&LE 1F.NIW TTIjOM W THEM PANEL LENGTH t (n.) TAPCON L40 SCREW PA ELVATE FEMALE 10 PANEUATE PLUS WOOD sustem; J 7 3 ,• v .-M. �5 OR LESS J IS' J 3 3 - (BOIT011) RCP) BDtt. ( ) 0111, LESS 6 112-6 tl 1/2• 5 1/2• 6 ,n• -_ O 1/2' 0 .. 1 a' e / 1 1 z /2 6 1 / e _ -. U' e - ._ _ tY - - - (TOP) _ 3W ROrroY (BOTTOM) _ _ _ IS• _- _ 1]' ___ 13' ,3• 13• 13• ,S' - B ,/7• -6• - w (SOP) _ _ __ 13' 13 13'-� 13— -_ le (a0TTOM7 _A 0 1/2' - _ --- -__ - 1 ,/2' a 1/Y - .- - 4 / a 1/2• 6 1/2• a I/7• (OC) >5•-a. TO 14'_4' a 1/4 - 1 6 n 12 1/2' - e 1 Y -- / a ,/a• -- _ (eoTT.•1 - (rap) ) It / I _ - - a' - N /.Q�.Pri om • SEE TABLE %1 FOR WV(. A.S.O. DESIGN LOADS h MU(. PANEL LENGTHS WHEN SPACER IS USED, OORRESPONoING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. AS.D. DESIGN PRATING (04-t.) MAXIMUM ANCHORS SPACING FOR E.D. . AS SHOWN ON SNEER'S 6 r 7 APPLICABLE TO / r AM CbF TNT MMOALM PANEL IEN- (n.) TAPCON LAG SCREW PANELAATE FEMALE to PANEIINTE PLUS WOOD BLISt6N0 1r I r - 13, -_— 3 1J IJ tr Ir OP) ] , s 6 ITT w RIM (eon 6 1/2' 1 - b /7 _ 6 7/2'. 6 , 2- / 1 ' a /1 POP) - - --_-- - a 1 4--. / _ _, 12 1 _ / a 1 4- - / Bon ( ) 6•-Q• OR 446 -46 r 0 47S -75 ... I T 1 2• / 1! _- - 7 /7 __ 6• il' B� a - _'_. - U• 3w (eoTraw) LESS e - a 1J•.. ,3• - _ (Top) - - t t - , 14M-- eorlolN 1J' _ _ 6 1/r 1 3 6 1/7 13• IY 1 O Iw (TOP _ ..._ _ - t 4- __ III 80110M a 1/2• -6 ,n' a t/2• ROC) - --. 5' - �.' 2 .. / ^ 6 1/4 - a 12 1/2• a 1/4• LL (BOrt.•) >6'-0' -._ - e• - - - RY OM MM ) tJ' -12.13•^ 13• __ __ _ 5 1/2• W (TOP) • SEE TABLE rl FOR MAX. ALSO. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER 15 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 ROE& A A.S.D. DESIGN LOAD IE PANEL 40 PSF OR LESS 6•-B' > 40 PSF TO 50 PSF e'-2' > 50 PSF TO 60 PSF W-10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE�E to OR PANEL LATE PLUS ANCHORS AI W/ �%".,.4:YIW N' L.1/2I D.C. INSTALLATION DETAILS FOR UFE SAFETY PANEL n, INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4^6 TAPCON_ E){SnMG ISO 114•P TAPCON _. _-p(MTM POURED ON ANCHOR a 0. 0 C CONCRETE X ANCHOR W B 0 C J COMC CONCREREETi BLOCK 1. IREOIMED. REOLO" I 4) 4 I { ! 1/4, I t/2• ),p• /2. Jj' .ASV(._ __. --_-_ rf WA co• .. TOO ,,A i- --- y a 1• Mn N--SCIP4IATION' S TO CUSS I bt1511MG PWRFD' LD.• CONCRETE Ok CONCRER &LOCI REOVW&DO 1/IY PAINilMATE P I ANCHOR • 12 1/1 O.c. 1I O om +' � i.. I 1 mm ap sry i I 't• WOA. I PANEL LENGTH - .- - (SEC ELEWTON 1 1 I I ON SHEET W I I lf.L/2 I I I I I n 1/r OC 01 __ 1 1 SEE ad" tar 16 FOR ANCHORS HYPE a REAM) ran 1N tStMIATONS m WD00 FINE a1ADalat MIN" ANCHOR aPomm AAD owNUM CK[ OWAOE ARE 91ocum ON THIS SCHEDULE FOR To LESS TWO 04rATED ON SCHEDULE twxc ANCHOR somw W WAIK"W SPACING SHOWN am SCHOW W PC FOLLOWING FACTOW FOR THIS OPMTM A K PORML RMUOED Smiirla OeDemm u69M rAcmR DAL NOT K LEK tHM MINIMUM SPACING elMtM FOR EACH ANCHOR Tin DN TWO SCHEDULE. 0 • 1/0.0 ANCHORm . -?ON= - A1T7+iWIK FIA mmam Slap woon oo 3 3 •MNWMPAI.e ,Nn.4M W 7 ] 3 3 I/2 .NINXH W 011P.w Dtr PIJ NXKRB Ksm RCM I ,/r .. • aA _ ___ - . E ,/r L al r uD - - m --- .. • --- --- 3 1- -- -0)a I t• Ain. I e TO CLASS. I /,Y-A,' . A 1 OMS j L 1 • I LL I i 'l MAX. 6• PANEL LEMON N 1 (SEE ELEVATION e ON SHEET li) i e N -- T I _ I f L { / I 1 [ .; I 6' [ J COAICRETE 0um m 1 I �� CONCRETE BLOCM ACQUIRED. /�� .N i lKVOW - _ I_ __ I .;k _ 1/4.0 PAMLAATE •WA ANCHOR (BEYOND) W�� MOUNTINGS SCALE 3/06.1• FLDRIDA BUILDING CODE MAXIMUM A.S.D. DESIGN PRESSURE RATING (n.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL M INSTALLATIONS INTO CONCRETE k CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL(DINSTAWTIONS AS PER SECTIONS I THRU B. ON SHEETS 4 R 5) WX. A.S.D. PRESSURE MT1NG (p...l,) MAXBIW ANCHORS SPACING FOR MIN E.D. PO1 SCHEDULE BELOW m t mwm r 1. eok~T4N Wx1yUu IENGiN 'L• (n) Mo. A.S.o. PRESSURE IAONG (pA.l.) LM%M)u ANCHORS SPACING FOR YN E.D. PUT SCHEDULE BELOW X-0 MAXIMUM GTH (it) TAPWN SOLID -SET PUTS 7AIMC-NAILIN CAUL -IN TAPCON SOLD -SET AANUJA P PLUS ZAAC-HAIUN CALK-INLEN10 m m m 'ram m ro mom Mir,To m m ool�[n lD THEe ♦45. -IS LESS ,r t]• 13• Ir ,r Ir Ir ,3• 13' ,r ,s' J , 6• °• OR lns .45. -4 To ap -ea IY ,J' ,]' 1S' ] 13' 73" U' ,Y 17 Ir 11 1/2 , ) ) °, 6, opt us6 t)' —1 3;-, 13' 13• -- 13• 13' - 13• ,J' 1)' 13' ,r Ir - U' -- '3• Ir Ir 1 (9oROM) 2 (TOP) 13' 13' - ,a• it 1r ,3• 13• Ir ,r 13• 13' 13' U' Ir I-r IJ• II 1/7 -W i (°OE70Y) tr ,J' 13' ,Y ,3' 13• +3' t3• ,3• - — tr - N - ,Y --- 11 ,3• ,r ,r 1s= ,1 ,/1 1 (Bof1OM) ,3' S' 1T 3 T a' - 3' - 9 1 4' / IT -- a t 4' / ) (,OP) J BOTTOM ( ) U' - J' - - 13• 1 1 2 n IJ _ 7 1 n 3' 6 t a• / t• J • t a' / ,' 3 1 1 2'1 2 / -- 13' 1 - r 1' J S 6 1 4• / , t , n 6 4- 1 / J (TOP) ! BOTTOM ( ) - - 2 /7 " 1 1 2 /7 - 6, /' / - 6 1 4' / - 7, 1912 / I x / - -- - 1 1 2 / - -� _0' e' d- e• 6` r- e' e' 6' e• - r ,n' 4 (TOP) e_ ° ,/Y '-- e' 6' - 6' - 6 Tn• s 7 !/Y _ ... e' 6' e' s' 4 ROC) E' 13• U' - ,! 73' °• ,I. t3' - °• - Is Ir s U U' - 13' °• 1! 1!' '3' t3' e' 1J' 13' - 1J' (BOTTOM) a pOP) e• IJ• tY e' I3' - iJ' e^ _ ar_- - e' - 13' e• 17" IY - 11 1/7 11 I/2 4 (BDrTgM7 (fOP) a (eorTOM) IS' ,1' ,3• ,3' ,)• 1J• ,]• ,r 13' 13' 1!' 13' S (e0T1DM) TS' IS' ,]• IJ_ Ir .tr, 13•.. 13' 1J' - _ U' ] ._ _ _ ' 6 1/4' i t/4' , a t/4' , S 1/1' , _- i - , - , -_ .. 6 1/4• 1 • ai/4' 6 (TOP) 6 °OTi.•') 13• _. _ 13' _ _-_ ,r 13• -U' 3. ] 1r q 6 ;j,• II , n e ;%4• s ROIy e__�«) a t/4• 6 t 4' 6 1/4' 6 1/4' .�' __-. tr Ir ,s• --i;­ T ...,i'_ 13' 10 1/2 ,i' ,r 7' 13' T 7 ,/2 S t/2 1J' 4 1/2• 1 RaP >6•-0• ro 14'-4' 13' -13'- e' 71/r ,Y 13• t]• tl in' tJ' a 1/ 9 1/2' 6 1/I Ir 5 1/7• 1 crop) >3'-r m ,a• t 1%x 'Ir S 1/7 101/2 7i12 -13, r ,-(sOtTOY) tr t3• 13• I _ 13' to- 11• r IS- 61n' I (sorrow) la' 6• 1J' t0 1/2 it T 1]• 7• 7 1/2 6 1/2 tr 4 1/r 2 EDP) Ir_ ,J' s' 7 1/2• 7 1/2 Ir 13• _ it a t/Y iJ• s I/1' _ 9 1/1' .-it- 6 1/Y r e• lr S In' 2 (TOP) 13• . ..7•-- 1]' 13• _ tY 1/2 9 1/7 13' ,3' t 1/1 t0 1%] 7 t/2 ,3' a 1/2' 2 (BOTTWI _ 1_3 13• 1r 13' To. Ir to- ,]' 1]' 6 I/2• 6 1/Y 2 (9GTT0N) _ -__. 3 (TOP) _ I3• - -._ T - - __- U' 1!" ,!• 9 I/2 10 1/2 7 1/7 t)• 6 1/2' 3 ROC) 13• 13• -- 13• 10• 1S 10• II' _. - - 17 1/2 R t/T ° 1/4 6 1/1 1z 1/2. 6 t/P - - 6 ,/•• 6 t/4 3 (BOTTOM) - -._.. 7 1�2 2 ,/2 O ,/A' 6 I/t' 7 1/ ,: 1/2 - - 6 1/4. 6 1/4 ! (BOTTOM) 7• S• - l' - 5 ,n' i• 3 t_/i' "6: -.� 4 1/2• S• 6 1/x' 3 (TOP) ri/2• a Ir , r 3' __- • ,/r e, r / e• e' is' e• -,3' r ° "13• _ _ - _ -_ e .__ S i/Y __. __ 7 ,%2' - _ . __ . e• e• e• 4-- e s 1/2' - 7 t/r _• 4 (BOROY) -,3• 7' W -13- 13' 0 112' Ir 9 1/2• ,0 ,/2- 11/2• ,3• 6' S (TOP) ,D' tr III ,I' _- 0• ,Y a ,%2' 6 (TOP) - ] - T Is• I]' 1]• t n ] 9 2 / o t / 2 7 1 / Y ! 6 1 n 5 (BOTTOM) t r I J J o , Y 0 n r ] e,a / s eonOM ( ) 13• 3 - - 13 6 1 .• o 1/2 0, 4• 13' 6 1/4• r a 1/4' is' T 7 I/2' s ,/2' .. Ir a 1/4' i )/2• ° 1/a• a (10►] - 6 (BOP••) 0• ,3' 7J• _ IJ• Ta 6 t P t/T 6, /• -,3' A t/2' 9 1/2' a ,/r' +J' a, 4• a ,/T a lj4• 6 RoP9-_ 6 (BIM J') -,]' a t/4' ., ,• 11a WW 11 TOR VCHOA6 TIME r WWM 100 INSTALLATIONS INTO WOOD FAME UUMMS • MINIMUM ANCHOR SPACING& AM WOMAN EDGE OWAIICE ARE INDICATED ON INS SCHEDULE FOR LD i.M ,NW A10R'ATED CH PCHM Is RWICE ANCHON SPACING W WULTPLYNG SPACPO SHOW ON SCN[WLE n THE FOLLOW00 FAMOW, FOR TINS OINNAl10M To K P05 ML REDUCED SPACING DerAMM USING FAr"SIUK NOT K LOS 11101 WOMAN SMlwm NOC,TED FOR CAC. NOOO TIVE oN lm sc,enuL Ile. 1141. 1/4. ,p•. AICI0111YIE -ICI•. tAPOdi ---,/4'P lowsw NHiIiME ^ M erle+KN OAX-1, wMNW ANCHOR t v4m (M.) S i 3 3 3 In- 2 in HMSMIM AUK WN A 3 1h' r ! 3 ,/r 3 nrTAHHt: MAT etA 3 3 ,/r• 3 ,/2• 3 In 3 ,/E• 4 NmmL IDm cow" Q FACmR . ._ _ .___ -_. _._._ . __ 3 ,/3- nP nm - - am i , r LED Im -_�- IAO ISO SPACINGS ONLY VALID WHEN SPACER is USED. SEE fi FOR MAX. A.S.D. DESIGN LOADS A MAX. PANEL WHEN SPACER 4 USED. D.M.,�. II" MAX, . - .. i l--- --- -------_..-._.___ .. .__ _ __.___._..___ .... . . _. _. ...--- ----- - - - . H.... O OI O 0 O 0 0 O 0 0 '--- r- •--.- i ----- 1___ ------ _ T I I I I I r- r� - i- �- 11 I i i I I` 1 I. i A M.AL A ASLO. DESIGN LORD MAXIM PANEL Loam 40 PSF OR LESS V-6• > 40 PSF TO 50 PSF 6'-2- 7SO PSF TO 80 PSF 8'-10• A MAX. PANEL LENGTHS ARE VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS s W/SPACER AT 12 1/2' D.C. - --- - _ - ANCHORS (SEE SEC71ONS r ALTDMTWM ON SHEETS 13, 14. 15 &15)----- �R-tA/13, R-2A/13, R-SA//4. R-18/13. R-21/13. R-3B/14• 3- WAX: R-1AW/15. R-2AW/15. R-3AW/16, r*R-18BI/15, R-26W/15. R-3BW/16. I. FLORIDA BUILDING CODE T -- L/2 !/4'0-20.1' S.S. BOLTS w� I 1•' (USE FOR PANEL LE74cnM ! MAX, 1t OVER 7'-e') 1 PANEL LENGTH HEWLAR STORM PANEL I REGULAR STORY PANEL B•-r 0 ♦40.0. -40.0 P•..1• W OOE»M MO PANEL LENGTH ML 1 r (/ I __,_ __ _ .... ______________.. 1 a it I j I I I I UFE SAFETY STORM PANEL T-0' • 4a0.0, -04.0 IM.r. 0 OVDiM M10 PANEL LENGTH ROL J , (W/ T . L76i x'-e' MAN. I,AIIEL LLNGIH '�... I 1/4'P-20.1' y,O., _. _ • , _ .. _ _ _ _ _ _ _ AT AL. MOIININQS VVi � S.s. RaTs w/>�(,y -., AT U QVEriA� i . 1471 - I_ - - _.. _ _ ,- .- --- 1 I ._.-__. --i.. .;. _ _.. _..._L_.___I, ..- -._._ . .__..._...-:I-_.---. .. I .---..__. _... ] ..-_. .. __ - --__2) CIIIES �i Salo ;._.�__.. ._: ____, __. ____�_ ___ 1 --- - - .. LroN a LIFE sAFET1 e 1_. S�J 4 PANEL t3DrroM CORNERS O D.M., 3�. L - `— L t 1 ORO "- "NO NUT AT 1R MNO NUT At `r 4111 LEFT PANEL .. - RIGHT PANEL J' TwT, t INSTALLATIOMS ONLY W1D PCt MIND R-IA I W. __ ..__ __ _ R-ILW/1� s[E 11CDONS IAAl/1TERNATIVEs ON s,IEETS T3. 14. RS 11 /115.R R-iBW/ts. A/�/TILL ,i/ ,I SPEED UP ro 17a m.P.n. . - MAX. GAP LIFE SAFETY STORM PANEL ELEVATION (t) ,, SCALE t/4`>1' REGULAR _ - O REGULAR STORM PANEL (�~ .6eYMME IONuh • �' STOIW ,', ANEL #:iai = LIFE PANEL , 'a # PTA -# ' FLORIDA BUILDING CODE Non Nigh Velocl NurrlDonl EXTERIOR s} eR' ACORION �4 am n� NG 24 DACE GALVANIZED STEEL STORY PANEL SECTION A -A sN .iN --- IL ECOlaic GLOBAL PROTECTION PRODUCTS, UC. Q7n y/�/ 3N. SIB 3� .9m SN. 51 911NET SCALE ,/4".I• Y/! �-� ,y . SINq r IMF �IrpN~j•MFH-;Y, , 1404L na4)W-7Sq rgl(rs.)NM-e»I 20' INSTALLATION) DETAILS FOR UFE SAFETY PANEL Ct ) INTO WOOD STRUCTURES I I- - i- ii - - .�i. - I; _� W�pOpppp HEADER ]1NS(�0y0M0-� HEAIOER _ weon NVaER _ woo0 NEADu ,�IIry111I II •T'.--TBauFt¢D "-\ . r,1 --KClNEO '- *1ROIARCo ._ T12GUAED { ICI 1 r'I i . - ,�//4'P tAPiON _, 1/a•. IANN>7N N --/ LI 4 111•. TAAICDFN _._ -. r 1/1'1 TMCW " I I I - �ipHOR A7.CNOR e r O.C. 1; �I ANCHOR a 9. O.0 14 (,A ,,I- it (I fNC1MOR B Dom^' O.0 A//t' OA. -- /'r III'I .. V ��I III . ti,J 'I .'11 (2 �/ �J J1. .I _.1 ,I ,/2' I114 )r .II II - t/Y 1i/4• '( 1/2• 1/4' .I ,n' 1/4• ' ' "a. - _ j -� 2. I 2 1 x - I 2.', I )Va1• --_ -- ' I I I ', I MAX. R I I Mn. 1 YAM. 1 - ANn II MM1 1 ' 1 , I I �� 1 I r--- T_.- �J_11 � Im 1 1 I /, Sat• G ZJ a :�K . „ ; , ,ti-m.Y f - ./-1 { IL OMOIn w a 1 I .Y-AI• N r1 l fy KLn w rt,'bIR•41 ' ( i� INAn r A N ,.. _. a EXISnF1)� ..' 1 � n w i •t u WASH NS; r, ----. .. u. y . i NW ,a INS FX6T1ItCU.A , -- 4 y-_ I tIK raH IaAYs =1 GUMS A A a 0T6TIIQ ± I i' n INew 90 ' 1 N / A - I _ a MNAX 1 9 ! I I l.- MIRY E _:_ - _. L. l PANEL LENGTH a 1 E.__-.� a. P 4 ( R"-'--f- _ .:t`-= e' L T. VQ. 0 .-�_--`/:.-- AND. IE71Q111 p Ma 1 ^II +r 11 .� - I i(SE LE l0N6MjOM A t ON SNEEi 1>) °. _. I (SEE ELEVATION A _ I _..._. ON SNEFTATION PANEL _. IEEE UEVArIDN _. 12) - ___. - -. IT __ .. L N _I ,I j ON SNOT 12) 4 i A .� ON 5H1EEI 12) 1 , . ._L1' 16 ,. _ __'r-- F---SEPARATON- P" ..-.. --_ - - O 11 --WAIAMON.. 1 .O - a 1 Men 1 O N TO WINS. i- � A I Ir TO GLA1Ss. I 1 L/2 a-- SEPARATION - I 1 a I 3 A I' MM. R A N`--•LIPNgT10N.. B s / � tD OtASa 4. 1 , - I Lj2 a To MASS. : - �i a' Oq iff. / i F I 1 _ __. _ 1 _..ISO, -- _- 1 __.IO ,/x- ,• ( + 1 Eo 1_ , 1 1/E 1m w9. EQ � MKM 1 � 2'+14" ROOD , --) l/f Id S PLATE Rn W Y _ 1/4'0 T1ON rl I 1 _ 1,/4.0 TOWN NEOu0E0 1 I ii� .-- - I PO TMICON 2'N' WOQQ I', 0 ,3 I A ! ANCHOR ' + 1 I ! I NKNOR • r O.C. e r O.C. B 9' O.0 RATE "'Jo ED 1. _.J4'0 IAPCON *>fAG0ERC0 w/ 47Uo ;'.II STAGGERED W/ SRIO , i ANCHOR • 9. OC. I I ` r, I I ' �; Woo) I i, Ott V= lil` __ :I _ ' _ _ _ M ohm WALL MWNGs A, TICC/T,/� ,KALE 3 atlllbi�4 acALE 3/B>,' tiP • ••'•. III 3: GEN C FLORIDA BUILDING CODE Men Nigh V91oc NurAeonR Zone) �187 HaMWo nteeo, rc. 24 OAOE GALVANIZED STEEL S1011Y PANEL MM •: O t. INSTALLATION ME ONLY VALID FOR A.S.O. DESIGN • PRESSURE RATINGS (P.e.l) AND PANEL LENGTHS AS * :, * * m/n/2m• PER ELEVATION ON SHEET 12 -- MR sTATe o IL E C O SING. PROTECTION PRODUCTS. �' _ 2. FOR NEW W000 FRAME OONSTRUCIION; WOOD �- - . - 4WD SW. a, $INV A• 0 Pti r MA w� P i�A eMr oAW EL w,. MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC %��R ( NIO T`-4_z� 20-175 rw.: Mn-I.M ,Nq p-t IIIOVC M.)MM 7su. 00A ta►.NN-a»7 DENSITY OF 0.59 OR EOILAL S...... • • • CA IA..w.�. ,M. WAPPO N.: xae7,a A /OAR ma,M A 11 A., Pa: -" elnt,f a ,9 MAXIMUM A.S.D. DESIGN PRESSURE RATING .m.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE E FOR REGULAR STORM PANEL M INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL (2) INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 t 5) MAIL A.S.D. DESIGNPANIELW PRESSURE RATING.. i) MAXIMUM ANCHORS SPACING FOR MIN E.O. PER SCHEDULE BELOW APPLICABLE N ° f. M UMN PANEL LL701H In.) MAX. AS.D DESIGN PRESSURE RATING MAXIMUM ANCHORS SPACING FOR Mel ED, PER SCHEDULE anOW IPPIX-SINE 10 SECTIONS MIAXM/1A1 PANEL LENGTH (n.) TAPCON SDLD-YET 1 �,� 7AMAC-WEN CALK -IN TAPCON SOLID -SR PLUS ZAMAC-NAIIN C16X-IN . OF THEM » mie 10 ELM Ili To 12^ 10 » m m m a m to >46e, -45 47Sm M -tr-L-1,' Ir 11' IJ� u +r t3' tl' tr /J' tJ' 10' 1 Don• MESS ♦76. -76 10 Into ,]' 13' Y t7 / 1 0 n O' a l tr 6 1/2' 7 1n , 5 n' IS 4 1 n 1 S. 11' _ /)' 13• ,r IS• 1r IS'... 12• IS' Io' - , IBOITOM) a 1/2' 1J' Ir tr r lr t' 10• 7 1/2• ,3• r 1 (eOrTaM) u „ r ,i r` ,r u' `r r +Y 13• iD• 2 (TOP) u e ,r to i r e ,n r • ,/r 7 Vr a +n u : ± ' 4 RCP) _ t• I- _ J 1 I• 3 1, 1 13' __ Y 1 J __ _ _ 1J' _-- 1• a t• 2 D^ ,o' 10' _ 2 BOTTOM ( ) 3 ROC) 1' 3 13' - T 7' - - 13' 1' ] 1' 3 1 J IS -J' 0 t - n 9, 2'- / 1 r 13' 9 1 n' e, 2' / 1 1 0 n 0 n 7 1 /2 7 n lY _ I• a / a 2 _ / 6' _ 2 (BOTTOM) __- _ 3 (TOP) ' t' J 1 , ' ] t!' U' ,]• t]' t!• S ' t A 1.'_ 3 s' !' _ ,1' 12 1/2.12 6' 112 e' 6 t/a• s 1/4' 12 1/2 In - - _ 6 1/v 6 ,/4• 3 tiorrOM) 1r 1/2•12 1/2 6 1j4• 0 1/4• 2 1/2, 6 1/4• __ - t IIIV b t/4• 3 (BOTTOM) e' 6 Y 6 t/) 6' ,3• - I3• ._-... 7- 6 13' r _ 17• r __ a' tr 4 I/2' _ _ 10' 4 (10P) i (BOTTOM) a (TOP) T J - r 3 t/2 r _ a I/2 -_ __ _ r e 13' 4 _ _.. 9' 4 to it 1 n 10' s __ 7 In' s 1/Y -_ 13' 2 1/x' _- 6' 6• 1 (HOP) 4 (BOTTOM) ) l /�� S L'.-7 6 (BOTTOM) -_ _ _ ,]• • _- 13• _ B' 1!' - 1a• r /J' iJ' a 1J' 1 a' IJ• t 3 a I/7• J. • 1 /2 13' I 3 13' I' ] 6 13• 1 3 D• 9 1 2 t ' 13' _ -.. t2 IY __ 13' - 13' . - 6 l/4' to - 10' 6,/4• BOTTOM -_ 6 (TOM) __.__ 6 (BOTT.•') _ IJ IJ .- 6 1/4' e 2 / o n n IJ' -`-- 11• __ 13• 1] _.. 1J a 1/4• ,3 6 1/a• ,J .. - 13' ._ Y _ _. ...--1 ,]' _. a l/N• 10 1/2 t 111' 1]' _. 6 1 1- 6 1%2 i t 4• 6 1/7' _ a 1/a• 7 1/Y _. - a t/Y -. tJ• _._ a IA . tn' i I/.- a ROC) _ a (Ran.••) . ... _ e l 1' a t/4' ,S• 7 tJ1 ,J' ,S• 13' 10' ,r IO- 11- - t3• a t/2' 1 (TOP) >6 -6• 10 e D la• r ,)' 10 12 Ir 0 1 2• ,S' 6 t n 7 +I /2 a ., r ,ROC) >°•-a- 10 Y-5• 13• 7 1/2' jr 13' 13' 10 1/2 IJ' ,6 t/x 11 In' -I ,' r IS'_ 1 (BOTTOM) tr i f/7' IJ' 1r Ir a• _ 1J• 9• 10In• - 11" e• t (BOTTOM) ,3• IJ' 7 ,/r 7 1/ 1 .13•, ,3• 13_ 1. __-_._ ,7" 'a. - -e' _ ,]' __T a 1n' - - 7' 7 (TOP) - 2 (BOTTOM) IS' 3_ la_ 0 ,/2 f3' • 1/2' 1)• 6 ,/Y 7 1/I• 1!• -- . In' 7 (TOP _..,7` IY 1!' 10 I/ tJ` Io 1/2 1, 1/2' — a' 13' IS• T - Ir _._.. ,r_ 1J' 0 t/Y ,!_• _ 9 t/2' 0 ,/7' I3• .-. a t/7' x (BOTTOM) _ __ 13' 7 In' 1)' tJ' -- IT 10 ,/2 ,J' ._. ... 10 1/2 II 1/2• a_ _ 13'_ T - 3 ROC) 'r 7• 1r 13• _ Ir D 1/2' 13• a t/2• t0 t/2' - -- - 13• 6 , 4' b" 4 1 a' 1 (TOP) ! (BOTTOM) _ 7, � � _ 3I a- - 2 ,/2 ' -' -a' / 1 117 - t 4' a / - r e• 1 P e /_ - 1 T 2 /2 n• a• 1 4' e / 4,r - - 5• a• - l,r - 6 1 a' __ �.._ r e• 6 1 4• __ �. r - ! WnW _. �..._,.-) (TOP ) 4 (BOTTOM) - _- r - _ J 2 I D' / 12 7 2 / � • 1 4' / a 1 P / 2 1 2" / 6 1%4• .. r e ,n• !12' - T r _ ] /2- - r Ir r 4 _ - 6 1 /2' __ 2, 1t /__a• 4 R) e• - - 5_ I- r I - _ 4 (BUTTOM) 1!' ,3•-I' 7 In• ,a' 1r 13• f0 ,/1 IS' 10 Ijx 11 I�x e• IJ' T e ROC) 13' 6 ,/a' 1]• la' IY a' _ t]' a' 10%Y R]' e• 6 ROC)t 17 /2 SIT` ,J _n__ t/1' a' u 1 1 o /2 u ,D n tt t / 2 e 1' J 7 S BOTTOM ( l ,' S 7' 1 J , J 1' 9 t !! a ,/2• • 1/Y--� _ il' �r 9 t 7' / a in' 1- 7 It/2' 1 7' / I3•6'u _ ,y_ /2• O,• -Iron)_b -ia' +Y-,D t/i u_ w ,/Y - - „-,/ --e u• T a Rap) u' ,Y- i I a' e t 1' 6 1 4' - -- a 1/4' i 1/4• 6 (eoTT •') _S - _ • I/a' • 1/1' _ir 6 1/4' -- e , 4' i 1/a• 6 B01T.•• SOSMUT I I Mo ANC.m TIPS It SPICING TOM KINUAT*M INTO "M FLAME r" • .MaINA ANCHOR gPA = AND WOMAN tMW VISIAICIT ARE INDID4IED ON INS SCILOUIE VOW LU. THANNMCATO ON SCHMI E REDUCE ANCMW 114CN0 W MULTIPLYING SPACING SMMN ON WOM NIMU W NNE FOUD"M rACMW FOR THIS OKPATOM TO K POSSOLL REDUCED Y%C,M OEtM= USING FACTOR SMALL MCI r LESS UM WOMAN SPACING MOICA70 FOR EACH ANCHOR TVK oN „w SCHEDULE 1/�•• ,H9 '1P. , a•� 1/r.-, 1/4•. ANCHOR HYPE - TNIO011 SS6i1 _ tum-A" ,3ANi wo"m ANCHOR SPPCNI: W 3 ) 1 3 3 t/r 2 ,A .RIR.RAA mat aA 1 3 3 'Ir Y 3 _.3ir;--- ] ,/r 3- ;'-- .,..3 n I'Ir- NXnANalwa - r9a 3,/Y OLT^ mR Op6WC6 LD. FACM .. - •_ __ . _. _ - - - --- - -- r ,�,• -_ en o.m -. _. - - em -r or.. o_- ,.m _ a.a 3, - Im I'm - ,m +m •• SPACINGS ONLY VALID WHEN SPAI)EA LS 115ED. SEE 1 FOR MAX. AHD. AC DFSNN 11AD5 t 1AAX. PANEL WFEN SPACER IS USED. 1/4.0 TAPCON- _____ ,--F3t151eq POUREDANCHOR a 9. O.C. CONCRETE OR 4. CONCRETE SLOCN RLOU6?FD02 , LO* N R D EXIST146 GLASS 11 II 11 I If e r tl 4 I, 1• M,n, B-SEPARATION TO SASS. a ,/ 1f4 WALL L,i v 1 7DmLJ1 a A.B.D. BELOW LOAD Pam' LEN(2TN 40 PSF OR LESS 1. -11. > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSF Y-10• A VAX. PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS A W/ SPACER AT 12 1/2" O.C. INSTALLATION INTO 1/4.0 ,APCON DETAILS FOR LIFE SAFETY PANEL C1� OR CONCRETE BLOCK STRUCTURES POURED CONCRETE EXISTING POURED 1/4'O TATgT. (7tISTIG POURED ANCHOR • 9. 0 C -CONCRETE OR ANCHOR • 9' O.0 CONCRETE OR BLOCK REQUUIED. � / CONCRETE BLOCK REQUIRED. ICONCRETE V ! _ _L�� 1 1 1 a 01 I B 1 1 1 e ,V- ,' / 3A EX IST,(L4..1 ArOln GLASS µ I MR nos I Up ce ouM 00 B I 'L• MCA. u 1 ANR PANEL Nc7H, �i .._ 1 E VA71aN N SCC ELE 1 ON SHEET 111 N l/7 i• "' I 1 O CO- i 1 1 � ,. M I 0 - t 1 y 1 Cc r I 4 )/4.0 TAPCONO ' ANCHOR • 9' O.C. POURED CONCRETE OR $ jjl�j�$ O BLOW ETE��BLACK REOAREO- PANELS WALL MOUNTINGS SCALE. 3/S-1• Lad, rw =; WW __ I I I I 1 1 10 I I 1/-Ll, Y ✓� ( i IT O+EAL�,P' 1 I I 1" WAX. r PANEL IENOIH t SEE ELEVATION 1 ON t SHEET 2) 0 `T / / :,' / I a I� 1 6 E.0 • r, i. 11 ->, I ib a o Vr CA 11 /, ' 3 1. ,/1 0TAPCON ANCHOR a 9. O.C. pciSt 14 Pr)URE11 CONCRETE OR �]f�'�-CNO_NCRRETE aL►FE SAFET7 .HOCK REGUTAm PANEL $& 16 • FOR AN4IKWS AIISI011 nR ,.-. _.tIMCO•. SP R IN6TALIAIIONB INro IYR • AUL SL " WOMAN, ANCHOR W*M* DU -- 3 Noon ILK BLMDNOE D MNNUM ANCHOR WACO= AND WOMAN •MPXM O.AINM, PI1J oWIAI1SRs1 w4,,,rl p,) __ 3 EDGE OSUNGE ARE .wrATED ON ne9 SCHQ L root! uu INN RMC = ON SCHEDULE atiouct ANCHOR SPACING _._ sr -I---- SCHEDULE ITT THE raLOWA FACIOR4 MpW L m aEBea=G aw ISIBNM 110- __. x ,/r - .. .. . o3s 0,91 - . FOR IRIS OPERATION TOK POSSML REDUCED S•1CIN0 Or1AMM USING.._ rACM SHILL NOT K SOS THAN MNMN SPACING 44DOCARD TOR UCH ANCHOR TYPE ON time aCEDULL r _. __.. - _ GAO 3 ! - 11 R 0 =,N`-II A 1 Y. M I11 i4 I n IT U I . __ .A II ,' MATT MSS. it to II to CLASS. 6 1/1•P TAPCON ANCHOR • 9' O.0 E)OSTKID�E 0".0 SOAK OR CONCRETE BLOCK J ,.. REOUBRED. r j -4) .� �Ip _ BAD. - _.__L ED• r. j jr -. (1) , MATH ���� A 7.H.ia 1. aA551 ,vs me fan Rr OIAW SEPARATION - TO R O\ � 9 umatm a" r.r) Y ( I p ( 't' MAIL,) PAN R LENGTH ) fNE2T SEE ELEYATM'- N C ON12'I II V 1 U 2 3 E.O.• I 1 L 1. t EQ`,', - 1 _. 3.S •Rx MS.111 . /v. San w eu, o.t -1/4.0 TAPMN ANCHOR TO 9' O.C. _ . Poa=l P,7tXKD CONCRETE OR 'CONdICTf &LACK REGUmn, RIEGULAR PANELS WALL MOUNTINGS _06.1NNN,rN,-_ SCALE 3/9.1• 1 I I 1 _ I� L .,� _ T.9 Inn • 0, ! t A G 01[INIF I 1 I I •L• AWE. ' 6- PANEL LENGTH 1 I SEE ELEVATION i t ON SHEFr 2) 1 I --- I-._.[ 1 `1 ) 6• E.0.• v I 1 1 ! I I I LE01 1 I E0, - Si~_ .. ,o 01 mm . , e 13 I D.G _..._1/4.0 TAPCCaN ANCHOR TO 9' O.C. f•I=Comcftm OR _ BLOCK REOLRRED. FLORIDA BUILDING CODE INSTALLATION DETAILS FOR UFE SAFETY PANELffl INTO WOOD STRUCTURES _ _. L. �1 lff UO RED HEADER /( _ I _ ROOo ARSINE • I I i 1 4'a TAPCON y r' ' / 0 TAPCON I I - i�''1 0 t O.C. I N4LNOR W 9. O.C. li II / U I II�' lJ -4 MW*Um ti f , I/2• i 11/4. I/T 11/4. MAX, * I . III - '2 1 .2,. I �: I 1 .' NO, ', ' , Min. I, , 1 I I U� Q1 l�r., I tl lJ R i 1. 1 r II I ID I.aO --n OUSS� p r I I i' VAx. P-1 'L• WAX 11 _ - --#-- 6• PANEL LENGTH I I PAIR LLNGTII (SEE ELEVATION tl 1 R 1 (SEE ELEIMTIDN -_.-:-4----::_ . - T ON SHEET III) 11 _T_ .` ON SHEET 12) a 1 I 0 1 a I' Mn I w _ L.. - e r Men. (1 O M GLASS, _ ,F•-SEPNunoN-.. I I I,1 ; II 0 GLASS. 1 1 / Jn _ J I �11 L17 I) 1! ._L_ _A EQ -1 _. t I 1 • : vutE wnQD __ it 2PtA7E ��- REWIRED 1.1 _..... 1/4.0 PANELW,E PLUS REOLOWD !'. _ 1/4Y PNIRAAI[ RLb r .; I ANCHOR a 12 t/r O.0 f : , ANCHOR a T2 ln• O.L. I+ i� !RL mll", WALL 1 E%. a !!C p SCALE 3/0.1- • ✓ 3�'VCEN�t ,.. : 14167 : FLORIDA BUILDING CODE Non Nigh VOIOGI NurtlGone Zone ILQ1F5: * 1. * .am %=, INe r.P_ OF ;�� 24 GAGE GALVANIZED STEEL STORY PANEL NTArN In 1.t. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. STATE DESIGN PRESSURE RATINGS (P•e.f) AND PANEL se�p''• A. -- W/V/1rm J LENGTHS AS PER ELEVATION ON SHEET 12..........O-'- - I L E C O IMe AL PROTECTION PRODUCTS, LLC. ELSE: FOR WOOD FRAME CONSTRUCT)ON. WOOD S/GASH �•� Lem S.W. el atlm 2. NEW , ,r //�-t..32<� 20-175 MEMBERS TO BE SOUTHERN PINS No 2, W/ SPECIFIC NNNnuMHUA,P4 Hw'•'` .»-',u ti:P`'-n INae (.eM)Fa°i�t.y F1I(9e4>•-an DENSITY OF 0.55 OR EQUAL G�00DA'I""" .r r elFee,e „• �/te n PC ,Na,EI, A NIXIE M.. IL ren 1. M le _6_. N N U) -r-3 Cu > (L) C— -4.—_0 4-- U G) N (D L- Q- O O C .0) Cu U -10 a)C 0- = Cu Fn 0^ O -2� ' W /= \ V O O -4-0L,ry.- CU I.,L_ p /�/�r� ♦ V . ''^^ VJ a)L ^, W }A L_ L 42 C ._ 0- Q c -a Ca -1, > LLI 0 iO •-• G C7.. M C CI) CV O,_ >y � c LIB a Fo c� : -u AV L NL CV a3 b_ G _ 00 - E .. L Ca zr �. m - L O/ d s: u d ,,, C CM VN GI ..CJ c E FO o d U ,2 rT` SHEET NO. SH 1.4 I i.- 11 I I I I 11 I 1 1 1 1__1 EZi/18, EZiW/i$ ANCHORS - _. - - (SEE SECTION EZ1 a ALTERNATIVE EZta ON SHEET 18) - --- - '- -J• 14M.,- -3- Ma.- ' ,M ,6- J. , • IAn (SEE NOME 2) 1l TIW4 ,. (SCE � �l NDTE 1) /I9E1�1C1'f1 S.N,1 y 1/2' N. Or- j _- 3� '*.A1UNINUN ♦ �T pANELQ TO BE INSTALLED AT EJICH OPENING SNALl ALWAYS BE 1 /7' O I O O O O D • OrT O 1 1 O O - 1 1 PROVIDED W/ REM HANDLE t0 FACILITATE INSTALLATION If INTENDED I i 7D BE INSTALLED FROM INSIDE OF STRUCTURE j 1 �1- .� 601 I' • • - I T-- r', T T , ', - i ' I j j "1I I - ' i T f I OF "' (1) P I ITION QF 5ERIFc 7D00. E-Z HANG STORM PANEL SYSTEM I . I !fNEIPANEL, 1 (INTERIORIPANEl1) (INTERIORYPANE•, (MNTETHOR PANEL) I (END FANEL) MAX CONSISTING OF PANEL -. Cent. TRACKS TOP & BOTTOM. ' SEF NOrE5 7 ), A I I 1 ; i I I 1. I I SEE 40TES 7, 3. 4 (2). END PANELS SHALL ALW IRE CONNECTED TO BOTIOM TRACK � f I I I I ,I I I I I 6 -D' OTHERWISE A STOP BAP SHALL BE PROVIDED AT TOP OF SUCH I p I PAMCI LL-NG7H ANELS-Ii• I H1- �i: ��� _t 1 a I' I r,/-.Oa Dtr I -� * j (* r'"1 _ - (J) IF ENO PANELS ANf CONWCI 1E0 TO Bl71lOM TRACK, CONNECTION I • 1 I I I l I SHALL CONSIST OF 1/4'112U 3/4 MS. W/ //8'0.3/32' WING .I 1 . BOLTED PN1[L5 w/ 1/.•-20.,' NUT OR 1/4"00/4' Nln THUMBSCREW INTO TAPPI.0 BOTTOM 1 I I s s BOLTS w�.v(y� • /A OV' 1 TRACK LOCATION OF FASTENERS MAY BE AT F7tHER nF TWO ' (SE[ SECnONS A5 APPLICAbLE7 E%TfP10R FIAT FLANGES Of ENO PANEL I_ I I I ': 1 i I i 1 1. _.__ i ! i 1 1 i 1 ! l 1 i t ! i ;I 1, t LI SOR ' Or '.. (4). IN CASE THAT END PANELS ARE N07 CONNECTED TU BOTTOM ' T l -I i 1 '• 1 : ) 1 1 '4 , • 1 I ' AAX TRACK (I.f. A STOP BAR 15 ONLY USED AT TOP) AT ILAST TWO '' I I I - IL L PANELS SHALT BE CONNECTED TO BUTTON TRACK USING SPECS 1.- t-1-t-t-t-'i I iND+GTED ON NOTE (3) ABOVE. IN SUCH CASE, LONNECTION OF �TTI�T:T'-}"-T i E-tiT)-T---r I I ?4-� I T�T-+, , I 1 hJJ_LLJJ LLJJJLLJJ_ LZ JJ_1 L L-1-A 1JILLJJ_LL JAIL! LJJ_L1JJ- t ! PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. • .-- ---11 »--._ -- • • . . • • . �.._. __ _-.__._�.L_--___-___- " w SEE / Vf I• Mln t INSTALLATIONS ONLY VALID FOR WINO MOTE -Or[ 3 .tor ..CINIRS SPEED UP TO 170 m.p.h, (SEE u�'A E21 As AL"(RNATN( 121W 04 SHEE1 to) EZI/18, EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL Q]) SYSTEM (t) SCALE 3/32'-I' J -'11,�," "Cu WLLEY) , - - 1 /.' vast GAF 1Jt - - SECTION A -A ......,1„FNr . 5caF 3/32'�T' "'AT)1�/j . �, y1P0�"R's .. '•-- FLORIDA BUILDING COOS Nan High Vrl«If Hurrcans ZoneEN Q 441Bi � r ,rrtra 24 GAGE GALVANZED STEEL STORM PANEL "A., �s GLOBAL PROTECTION PRODUCTS, LLC. ""' - STATEG%'�� - �L E11•�lale. Mn Z �'. ••00 6W Si SI1E(i ZTJ I D -r G0 A P r ..: N r Su w..A .+ : nyA : t 20-175 ,SITA.,. •Fe ••.. lac .e .0 N.. Nw 4N1 P41D,N. M«MR•-1«t, CAT: 19s.NeF-.», 0- V ? , , nAa/D'1n -- "t"uU.... "ARE. TUP r. rI Co- ,� «1 a1Rr A r n 14 IsEN173INE-EP-4iNG ENGINEERIi•IO EXPRES0 PRODUCT EVALUATION REPORT September 15. 2020 Application Number 17852.1 - R2 EX Project Number 20.31543 Product Manubqurer All American Shutters and Glass Menufacaver Address1640 Donna Road NEest Palm Basch. FL 33409 Product Name 6 Conscription ' 24ga Galvanized Stool Storm Panels Large Mldle Impact Resistant Scope of EvaluWon: This Product Evsluetlon Report is being issued In accordance won the requhemanis of the Florida DeperdTlaN of Business and Professional Regulation (Islands BuWing Commission) Rub Chapter BIG20.3 DOS E.A.C. /or statewide acceptance Method 1(d). Tha noted above has been acapta perproduct tested and/or evaluated as summerized heren to show compliance with doss Florida Building Code Swedh Edition 2020 and Is. for the a intended al least ulvofart to that required the Code ( ) purpose eq raq by Rio-eveluadon d this product shall be required following psoftent Florida Building Code mod6wdotn or rwNlOnf, Substantiating Data: EX drawing a2"I M3 bftd '24ga Galvanized Steel Storm Panels (HVHZ & Non-MVHZ)', sheen 1-5. proposed by Engslserirg Express, sgnad & sesled by Fmk Bannardo. P.E. Is on integral part of this Evaluation Report. . TEST REPORTS UNfanm stasc structural perlormonee has been toMd in accordance with TAB 202 test stosdaroa pot test re OBT-A -17 1 Inc( s 9G -00 Bisckweler Testing, Ped ) M n0 Large ntanla impact resistance and rydc loading panormence, has been tested In accordance with TAS 201 and TAB 203 teat stardsds per test ropont(s) SOT-ASG-17-001 by Blockwatet Tosiing, Inc. Structural eriginaeoft calculations have been proposed which evaluala the product based on cornparobve and/or rlfaorrl analysis to quality the followusg design crltens. 1. Maximum Allowable Serra 2. MtiNm1m Allowable, Spares 3 Minimum Glass Separation 4. Anchor Spacing 160 SW 1211 AVENUE SUITE t06, D162FIRLD BEACH, FLORIDA 33442 (954)154-0660 1(066) 396-9999 TEAK OEnGINf ER1NGEKP .",.C..ENGINeER1NGEx . -com 1, " r IL_ 1 n, . .1 r( pr _i w 1ST rnvla'1V . ..'y. 1.11 --MP•. . M- -H Y - n Cr - 1. 5 I ^1Y I." m 1.1. -L rE1.1.11•: I r. _FVG RRz 11 L a x L k . 7 41 A L rs4.�TD ,. " I aA rMIsi.Nu:. of .?r":' r`1.Y ..Ne1. V•h'1'. r141 "-11 IT-L-T =11_•,II1. •Y• IAh t MIAH:1 11ryu1-:lltlll ,:n *..i x 1...nu 4.'.. 0ENGINEERIN0 Page 2 OI All American Shutters and Glass - 24ga Galvanized Sled Storm Panels No 33% increase In allowable stress has been used In the assign of this product. Separation from glazing Is not required far Irlstalledorre outside of wind zone 4 and essential ladwas Impact Resistance: Large Impact Resistance has been danlonstralsd as ewderlced In previously NEW lest report(s). end Is accounted lot In the engineering design of this product. 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 a. erlgirleering drawing), Installation This Product shag be Installed In strict compliance with Its respective Product Evaluation Document (I.a engineering dralvag). along with all components noted Iberian, Product components shag be of the material specHed In that product's respective Product Evaluation Document (I .a engineering drawing). Limitations & Conditions of Use: Use of ItNs product shag be in strict accordance WAIT the respective Product Evaluation Document (Le engineering droW6rg) as noted herein. All supporting host structures shell be designed to realst all superimposed loads and shag be of a material Ysled In this product's respective anchor schedule. Heel structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a she -specific basis by a registered Professional angklesr. All components Which are porman inty installed shell be protected spinet corrosion. contamination. and other such damage at a9 times. This product has been designed far use within and outside the High Velocity Hurricane Zone (HVHZ). Respectibily. X - -. -A f Frank Bernardo, PE ENGINEERING ExPRE85'& OP00046549 I Cen Auth 9895 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (9S4) 354-0660 1 (866) 396-9999 TEAM0ENGiNEEaimc ExPRESS.COM ENGINEERINGEXPRESS,C.OM R r. b ii ! I l y L _ i 4 aA P 7 7 U] IT r. H'- H1: ' 1 ="1 -NI D-- r w1T H 1T „1- 11 : 21: .n N1n. n - P F- 1 3L '0'r , n.. r nr HLL L'TL . 11-.--.C ' RO00. U „ �rNR ,, -1 w. N ? T, - , �', n Lf1�Tyg r y ,. uv p IW7, y d V 6 T C R RT 1 T ':I c. t N'+. I N , 1L1Lx :EST -_ L"_ .11 ;; ..,I --'rCa UI.FI,:t-_: NI1_i ., I : � CiXL7 .,. PA ;`��-'�_,- V: 'NECIw1q'L VFfrN - '1 r<rY-T 11, 11�,.:D. ". 1. T-Ir 4"-, L:l-PIgNAL�B0ITONCU)9110.E0_TALL (SVI,M .-'.•Y,1Y.-11"1'I' N . 1 'N :v: C' H " F. T'41-C, s124'R,'E IIa NSTALLATION DETAIL FOR INTO POURED CONCRETE. CONCRETE - GI+ ecL• !WEED SERIES 2000 E-Z BLOCK HANG STORM PANEL AND WOOD STRUCTURES -- 1I j n - COK" Blocx %f RFAUWCO. f 'I', yi !,rb • TAIIOON ANCHOR • 1I' 0C. 1 /4'• IAPCON / - ©--J14N1• NEX HEAD TEX ANCHOR • 12D.C.1- -t_--� SCREW • 4' FROM :MM MEApLR .III 1•- _ _v_ 14R7• HER HERO TER ` - , f1 71 EDGE OF REIXIIRFD ,( • 4- FROM ® EDGE or T) ill I /, T I ! 9 ,;f 0;% _L. __. _ J I--..__ .... l tl --. 11. tU. a0.r�S1' /,YL�f& 1 ,lieu-o,• is Ran WIAQTT� e 4 I/.• tic R I I- 1 u 6L 1110.TP R II I" Non. I 1 �2 W PER Pita ..., ' 1 1/2' TO CLASS R-sE1 3/lo'• 1' -SEPARATION ENn5:1 q 4£PARAl10H I I 1 - J --71.L1111rNUM GLA59 - 1 I ALUMINUM POP �' RIVET OIA55 POP i 01 ET . I .,.�_-; I _,.. .._ 4. -1,0 }OLA55 ` 1. ,u Rn W r w 1 .ti-le.. '- I MAX. R 1- SFRIOTH • q I - 'I PANE1 &11 tt W q I PAME iP GTH • 9 I. 16n 6-SE►NATION I N TO OIASS 1 B I' Min f--SEPARATION �� I ...-111u B CRREEw SO! N I i 4'•-2Q.1- Sao . f Paso" pE i• A TO CLASS. I OF 'L' I " nu I R a 1 1 .. I Eb ;; I wKi I 11I - i '' 1; , _ 7 .. 18KM. IWl l2' O n 1 I / I, I. _ 7 _ _ 1; 4•• TAPCON ANCHOR `; 12' oG t/4Y TAPCON 4 i [%1STW P0URE0 AN a 12 O C_iI!' CDfICREIE OR 2'S14' 'ROOD PLATE CONCRETE BLOCK .. REQUIRED REQUIRED WALL _. WALL MOUNTING SCALE 3/8-1' � TERNME M W SCALE 3/8r1• ,6.610.011Nfµ 1�.. a ntt/T'wilG ENS• -. aAP... FLORIDA BUILDING CODE � • MIN. PANEL LENGTH I. INSTALLATION ARE ONLY VALID FOR MA7f. A.S.D. DESIGN SHALL BE 2'-6' . I D. 44 - } •. } 1 Pis", IaTIO., INc- Non High VelocityNu rrlcans 24 GAGE GALVANIZED STEEL STORY PANEL Zone) rl- Dwr. R, PRESSURE RATING +/- 40.0 pS.f AND 6'-O' MAX PANEL LENGTH, 2. FOR NEW WOW FRAME CONSTRUCTION: WOOD S }. '^ I - 5TATE G!<--. - - - r GLOBAL PROTECTION PRODUCTS LLC. '� E[ C OW... O,c: fIGR10 � N o.l Y .•ol ss. 41 STA[tT • m/n/mx IYTE MEMBERS TO Of SOUTHERN PINE No 2, W/ SPECIFIC . - .f �nJ • ltA s. R. A!. 4M.PW " M awsr. N. u", 'r DENSITY OF 0.55 OR EQUAL S EN f" ; MM. UMQ -. - . I -I -.11n wv4:: (F!.)EEF l- F. (W)rjrN- ml 20-17S NJOffQ% ,y y� _ ,.mow hNIFAY IUA[/OArt YILTER AInner" AL p u,,,p x, sNm Is To, To FE4o. s49O 1 ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE °w; ,14,1,P c- - 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) DESIGN PRESSURES tii / losi Miss, ""° ' ` s Iusl' -aTn �aY ,-,,. -- AS NOTED IN DESIGN DESIGN NOTES: 9rU1EDULEs a I POSITIVE ANO MEGAPNF DESIGN PRESSURES CALCULATED WIDTH UNLIMITED FOR USE WJTH THt5 Sr ST EM SHALL BF DETERMINED PER , I W A R (PERP, TO PANEL SPAN) SGEOPyA�RRA�TTEIEENCGIIpNEEERRIING III A RCEAQpIJ�L.ANCE W1TMp5TIE S s� ET TOP MOLINT (CONN TYP, DETERMINED 1N AtCDR�AW YIITH a MSANO CHAPI FSR 7 1 TYPE AS REQ'D) SECTIONS 1609 OF E FLORIGA BUILDING CODE SMALL BE LESS THAN Bi 1C NI 00. VAL TOWE POSEpVE OR NEGATIVE DESIGN E'> OPTIONAL A"-20 STITCH PRESSURE CAPACTTr VALUES LISTED HeRPiN FOR ANY < I ''TT}��'�- c j BOLTS WITH W TENEED�D• ASSEMBLY AS SHOWN ° WtNGNU IS FASTENED OVERlAPS•ra'DSPAN (USE GENERAL NOTES; '!I I-A�FE I w k APPROPRIATE SPAN TABLE) 1, a � E y `c 8 T a I THIS SPECIFICATION HAS BEEN DES{{OcN@@AND SHALL BF FAAppRICATED IN d ACCOROANCE WITH THE R2BpUIREM9AT90F THE FLORTDAe111LD1NGC00E V aIa P(pN VIE1rl 6EVENM FDCnON ((20FO� KdP USE INSIDE MO OUTSIDE OF THE HVHZ P6P b D TAB 201, 202 AND 203 TEST Fa0TO:015. CONTRACTOR GHALL INYESTiGATE j ADD CONFORM TO ALL LOCAL TEDT OLG CODE AMENOMENT9 WH CH MAY a id APPLY DBSION CRITERIA aEYONO AS STATED Hl0.QN MAY RETNEAt th .11 1`A IT I RD,156, ADDITIONAL SITE -SPECIFIC SEALED ENGINEERING. p t( a i _ 2. NO 23•L/134 LNCREViR IN ALLOWABLE GTRIIS5 "AS HEEN USED IN TH6 Ali iC DESIGN I1, TR15 BYSTFM. 3. THE ARCHTTECT/ENGINEER OP RECORD FOR THE PROJECT y S fiUPlR6TIiI1LTURE WITH WHICH THIS DdHGH is US[O SMALL BE RESPONSIBLE (% / FORTHE INTBGR2TY OF ALL SUF►ORTLRG SURFACES TO THG Dl..N WKICM SHALL BE COORDINATED RY THE PERMITT7NG CONTRACTOR, 4�/ T 4. 51FARATE SIIFBPKIfIt'SMLED CNOLNEEFING SHALL 11 RE�U U.EO 91 I ORDER TO DaVSATE nION LOAD9�DlRIlCTi0N4 OR BPANB CONIkt11lD g' BOTTO11 M MCIUNT ♦ I HEREIN. CONTACT,., EHE11 I-00. ALT A F SFAN CALCUTAT]OIIS AS a CONE TYPEA5i- REQ'D) 1 A S THE SiSTLN DerAlita HMOTI IS G[NrRVC AND DO[5 NOT PROVID[ ' �( 91, RID: it- INFORM AMON Pon ASMCIFIC 6ITE. FOR SITr CONDITIONS OSPFEHENT FROM LLJ I d Ng O 11 \�\ 'C 0.375' i'HE CONOtTIONS DETAILED HEREIN, A LABN9ED ENGINEER OR REOMr ERED ' X MAY BE R'f TOP, ` _,r/ ARCMrTCCT SHALLDRFAARF SITE 5PBCIFIC DOCU96M FOR USE IN .S2 a tSOTTOM COMO NCRON WITH IMLS DOCOFIENT i TYPICAL VERTICAL MOUNT ELEVATION 6. Dl516N PRESSORESA.5,r REINAREenSEO ON MAXIM UM R9TED 1 PPE88AD,eM D1RESO6YA 7.5ED HERON TOkARE EEB BASED LIM UMT _ j N T S ELEVATION 7. OTHlR11LL'D A '.770 SXAyI.L B`E CADM UN FUATOW" TIQRW6Er107tD E%B S {J j CORROSION-RESLSTANr MAT!RIAL AND BMA --MYV ATM 'SPECFICATIONS I�t i FOR AW M RNM STRUCTiIRlS` BEGTrON 7.3 qY THE ALUMIN UH .00]ATTON, fNC, &ANYAPI a1FFELSE BTA AN L UCA LL 7!, OR OM2 CODES 4 D7 TOP MOUNT - RM 4 'ALL 5Tp PANELS SHALL af7. (:A 51!!L [P0.021' 1 mac f 'i MO ALVA0+ CO C 1"OM wI TO TM ADS] TR CIUR A TY NTv As f u ALou 1.1 I{CON PBSTR ADOVI!CTION B0. LL ALUMNUM II( COATONI WIT" A MINIMUM K1. Y-1a.R ROL I - t--�I QD) -OBSTRUCTION) ON ALLALUMLNTHERWI U810NR 9NALLBE6U6}Tf ALUMINUM ALLOY. X ¢ it r NOI IC OTHERWISE. q. 11 OPE PECTAT DETAINSSMOY/NMATBETNTCRCNANGED As FT[LO a0T1'OM HORIZONTALLY LLY ASA P NAY EE MOUNTED VERTTGLLY CA J OUNT MORIIONTALLY AS APPLICABLE. OASNJ IL� "� 12 CONCRETE ANCRETE NOTED HERELN DHALL BE EMEANCD0 Tp 4 11yy (CONK TYPENON-CMCI�D CONCRETE ON LY. INSTALL All CONCRETE ANCHORS PER b AS READ) MANUFACTURE AS RECOMNEN0AT10Ng. RF g � O SO 13. THE CONTMCIOR Is eNDAT'IBULE TO INBULAT! OR PROTECT ALL g 531 x "' MEMBERS FROM D1561KUAR MATERIALS TO PPFVENT ELECTROLYSIS '• •[-¢-065'IRUCTION 14, ENGl„EER SEAL AFFIXED HERE TO VALIDATESRTRUC7V RAL DESIGN A6 O - (LOCATION MAY VARY) SHOWN ONLY USED TNI55FFCIMCArIUN BY CONTRACTOR. et, .I •1 sssfff 3NDeMNIPIES A SAVES HARMLESS THIS ENGINEER FDA ALL COST S OAMArfS C W $>i w INCLUDING LEGAL FEES 6 APPELLATE FEES RESULTING FROM MATERIAL 7.R�i{)r,EG $ TOP MOUNT FABRICATION, SYSTEM ERGRON, &CONSTRUCTION PRAMICIS REYOND THAT IYNICM IS CALL® FOR BY LOCAL STATE, & FeDERAL CUUrS B 'RD. LAID AS RE -0)TIPIs, EXCIT pF TI115 PLAN A6 REO'O) 13, EXG®T AS a IS LA LY PROVIIxO MEPEM, NO ADDITIONAL C/:RTIFLCATIONSORAR LYA7'ON5APE.N'rENDED 7 fa ALTlITATTDNS, PD ITT i ORCmX Nit MARK1r1G5 TDTKIS DOCUMENT AI2 NOT PEPNITTCO AHD mVALtpgiE THIS CERT3FICATION11 I, T- maX 17. PANELSSNALLBE PERMANENTLY LABELED WIn1A MIN MVM OT fi) ABEL 00 00TTOM MOUNT (INN TER pVLRV J C PFL'r, [ONTAMINGTHE HDLLM4lNGIII FOPHATIONI tfyj '• C TPE AS REQ'n) (SPAR BELOW ALL AMERIICAN SHVTTERS AND GLASS S TII OBSTRUCTION) WEST FALAs BEACH, FL PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL IE�'-20 STITCH TAB 2011 TAS Z02 41 TAS 209 e I`ROVI DET) THAT CONNECTIONS AND BOLTS W1TM WASMERED ow PICMIOA DROO(KrAPPROVAL NUNBER -_ -A ANCHORS ARE USED Wti7CH SATISFY WING NJ75 FASTENED • -" 20-3154IRB3 SPANSABOVEA BELOW OBSTRUCTION, OVERLAPS O MTDSPAN (USE 4P1>FEOPRIa7E SPAN TABLE) VISIT ECALCAMIN3 E $1O VERTICAL MOUNT ELEVATION--,`1"' ";"" T`:' TNOTCHED PANELS `- ""P-I_' -- NI rrr HIT S. ELEVATION 1q. rw.nAlu. u mm.mmc'm ___ ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS ^--! 1 1 Si RM P4 M N MUM O NR L P I if ARA ON fROM CRASS' I NVN! WIND ZONE 4 a ESSENTIAL •ACII III ES I MAXIMUM I - - - � f SIG 0 N AIAN A 1 I A i NGl UA q EIS I lA R- T fA, ER NS L)O Pitt S. Rf W I SPA . N II MAI I n1 A RA AN AN i0 BOVE G Df ASNSG 1 MAN 30 A6DVE GM03 ' (PST) I--._ 7 D0 I -.. -- TROD. --_..-. 606m _- _' 7.16m I 1 /3S _.. _. I- 1300m __-_... 6.06m .. - I161n _.. 1 1 13UA IA Kafir J.10 u1 _ --2161n I•/40 •1J5 1]011m 6.06. _ 1 / SU I 1_TODm 8.06m l.761n / SS 1066m 6OBm ]lSm f at -- - - 609m .... I 753,n 65 / T L - S8q n I e,ll M 7 1 -- 1 n I / ' i6A-- - -- m I7 -__ _ 7.90 In i / 77 1 77OM 613M - -' 79R in WAN 5L Nt:UULt NU I t>: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN AD PANEL FA SPACING DETERMINE MAXIMUMALLOWASE STORM PAN E 1 SPAN SCHEDULE is ACCEPIAaLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGA TIVE GN LOADS. iVE 2. "PANEL FASTENERS' STENERS' ARE ST1Al5 USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ('F'-TRACK. STUDDED ANGLE, ETC.) USE 615' O C. PANEL FASTENER SPACING TABLE VALUES FDA ALL'H'- IWD'U"-HEADERS (INCLUDING BUILD OUT CONDITIONS) 5. LINEAR INTERPOLATION BETWEEN LOADS 1S ACCEPTAELE. OTHERWISE USE NEAT HIGHER LOAD. GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 7. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY. tNTERPOLATION BETWEEN LOADS IS ACICEFFABLE, OTMENWISE USE NEXT HIGHER LOAD 1. FOR tAISTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OFESSENTIAL CIL FAITIES IN ASTM WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPAA&TION FROM THE PROTECTED OPENING IS AMWIRED MINIMUM ALLOWABLE SPAN SCHEDULE J'r tr:kre'Ts7ra^'rna G•7"Kill "�1110111111!m *-m �`' • � i �mEP1�EF7 QELiE7pp �e ^ E?iFTfiffilEit�F7i)faE3�i FSi tTE31iF:�' F1YT^'7^�T1`•F'iR , M • �Il�ft�®frJafJl[J �y�Tw� r,-� '�' �®aJC.t�aJ'. • iS�iti70ff?iEI9i91•s"'if fFLi[�EL7 EW E"��i?ta`J` i'i'i�17�S'!Ery"®I`.:.-F4.I- - T.'®Q`�' �ti'®i, �E3E1�iEalE.iDESfi167E'ifSA70ki7i r 1' L cuNo1+7i7Na:l is uR Lw"Trai"•ANAL L.Nc1si"M• � n1=1rose NOTeniNns:nr F,fwr.xt Nor ALYI nt•1I 2 MO SAP.0- "OF, 4LA5S IS At9ur1D .`n..ANl1 AtK IS -f 11r. I- - NDTn, lux Al6Plmv, inh. LNG CRF+P. I'm Anav, AOt LTJ1 M sIE 1-M--s IN -4 Ali- Wlr�At (LO11-5, Mt -1 M a •OP K WILMWI u51 ewLnoul MI.uNntr. rpNpinpHs At ntn sT•V.I.r1aN FROM ryASs 1.•A.A x Pp anal, r c OV • N9! I(S D,41517• n10.WR,K,u•Sm1R1 MI`••1.+.elA .PA7R15 .4mMwm.•.xEl R rW1 V ,I -Vrl ITS'V•.73'0C r AAN.LSnth IAII ]),MINIMyr•v51Nr.' llaE111 9•TIVMNT a1 .C1a]VAsy •6A JR! ORW NG trtA OEI.0 'r)• VAry wNT MOVHi1NG CO•mlll W Slum. IN MFME p1uMT11rG L OPTIONAL INTERIOR FASTENING DETAIL N.T-S- •m,. CUM• RAN) D, N 1YM.5 AF A -11- CnNc.nt `I - ar MALE 11,. MOlLP7fY'NM.- V1L4 41vtN IN ANObA R919D 1AAMING 1- TEN,. A,- RANf1 At"CPm 10 IH't16 GAVEL 1 M N& EGRESS PANEL DETAIL INTERIOR FASTENING ; 01119 4 rRANKO a71RpD.�pC 1 PP50H 4. - W15 j---33 �:jr'..- I-2.250" -009P -Y,_-6 99Oowl' 2 250, y, N _ VV x kit t610" ,-0" 1 01750, p�1p1 z XH -P]AYu D.094" 094' R DJ084(' �$ L' 1 625' �.1z5' Q '1I i oN 0.125" b2f 10 GA _g Q 5� 3 '0 Q W 2b 0099" -4.7 0.094" LW �_� 1.120" 1".. N riP. TYP - __, NS _ T ,IG � 1990" 1.930" m 0. 2" 0062' , ,375vi I- y ~ -�„ T-0125' 6J Ne LIS ,030" DOI -: 1070" 259" -I 2nW' -I 2.000, I� TYD B •<26 9 l�llR7" (D N` .a NAR a V HrAn[n x1r14L-aUi'r I-ALEn y@.� `&tI;-- AN CLOS(IRE &311A NI LL <u 2S ]2l" ll lr"",..`_ V9, \J-- 1, _' ¢y(pri C N,, ,. I; +�EI�� I 3.IISO" MAR. I( 0.]13" 0. 1 6 1,51 1.560"1^-11560" S70 0,165" 0,376` 04 O.ne" g35q 0P II" 5- �r- g ^•j I- �. D,655' �-i a'IW'b',Oil 1-IZ.500'PANEL COVERAGE- L1 0.179"�`S" D.19��I IrOb�S" �p.1yO"�•pE- O.�y. 1.OD 7' A 14.875" PANEL LENGTI -, NLAS J O.5 4" O.OSD" �om '-i cn4s I .150' ,g p ul m D& PANEL _ R0.[CiION ^�- 0,090" �1 N..T 1T 0290" - TYP r D090' h 2,00p,"" 0.09tl1 xvn 0T 215" �I15 a 110" R0.13S I O5" D.7Do" 'I ®aAO-d)T' IRAG( �'F' IRA K _......, W TRACK 0090 w K , 0957' T R mxLL-1nml6- i 1 O 370' I- 0Lj7 L7 1. n w Lk 4 y �L OMtCTKA � Cj 0 -le MN � �� 10 t L rt1-1 ',1--3.000" Ili 0.1 2 S' P Lo B,fTIRf LF1-J w,, 0 11 • �vY;,LL ,[� "r ANnE _ piA« leE'RKDmT p 10001, V51 -�. ,.-HA p .Eye .1V'!.111 1i:C 3'UitP o, Cl11 } I. OVEa RAP 11 -r MII,Y Ace 11r11N Ln p 4" MAX, /A COwIEn L �.25" MAR. ` 0.1r1B"]- r I:: mKntn 7�,IS"MAV, R;2} MAX. r.Lw SJl' �/ 1-f /// - 1f.�RMn yr bVILD-OUT rA�.� 11-1 ur 4' S /\ C I n (7LRAnce'• 'r -I nr�r VI \\ 1.11 I 1. w vv �,n -,u n 4 r �r 1.000' -11C-I I' I1P., 11+ti ,t- 1..1.•1 ll .Lit 1 4 EMBED 1.pOM ,, -: _r ,K.L Cal .+Ate ins Iy OVEPIAP I s Xr, 3.820 1.11..; _�N-_v"'�.-, 3 HIP I MAN /1 n NINrN1 1 k'-A a1 L'*\- -- I., '/�.S"MAX 5 y•I -A:4iHF �•"1'., wet T ,e N II. 5 1' 010 MIN 1119111 rN; RA- 14.MAX. MIN 00 u pp Sm A - ' 1000' L. F1 ! 14 1 v J^ -F Si.'u ncgRNERCaOMAtE OE[Nl t3NBED �". l`-1-1-1 V 1rn+rn ;r ,V lilt l!- h @ /\ RA NWllll CLOSURE LPETI _ ., 5`r.,T..r I Y s t Nis 5 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS • 12 S• O C 2.5- mf1E 0ISTAIiQ -1. '1 1�+ MAR a!'IQar IWCNok WWvW " 7tTIT _ UsTo- 6DOYN"IF N - SP TO 10'-1 CI (2 Ca C4 COMA TVF C1 C2 C3 CA MM ry►f C C2 C7 C4 v 1 4"LNOm > Rr 3 s' 1e,a 4. ' n 7 99 1 . ' 25 76,0 0. 2 Qe' 125 !6 0 9,7 a 1 D[YrUTUITRAC011 41 1.v.a. .. „, . , n 12.51, -91 it -a" a0" U.S,AD ' 62 S.5' II 5 60, all S.S' 11, 18 a'1p1 e'17. E' f6.0 Bl 1.' 1.1 a la 0" :f e 1.4 µ�.��� - 1 2, e' Talc 2" S 0` 12.5 •' IT'D., 0' a .1• 3.V 1 29 i E0 a]" 6. • 2 1 5 S6. a' 9 A 12.S 6a' 81 S.4" II.5 6 ` 1 ,0 ai' t1'_+•wl�wi e f NUI , / • f )A 1] S" . 1f.a' i6 a ]f.R 1Z.S' 16.0" 16.0' ST U 1T s' IS 0" 13 ' TO I" DCN t 41 u n'--"' I M.v z L e.:_a.L:r H 1 ' 6 AID; �, 3 5' 1' 1 2 6 0' i.n' ,6' 12.' 100 34.9 ]1S i2. 360 f1a 9S 12. ' Ie.O xiS a-5 [�52 12. ]6.a'f39' ] 1z.r lie D• 11.f• f.f• ns' 15D•1 9' A.! "Z- 72 1Y 5' "I., ILO" 0.3" 1151, 16.0 " 11-9' R.5 , 625' 16 0" 41A A,x" r .1 A NIMI ll / // ALL 101NT69euD 66T rr1.v..v-.:,.a•'.1 43 12T 1aa'16.a l60 id.S L.0'15. 1' h,4' 129' l60"14D 1L.9" 12.T' 14.a' Saa ]S.e" 12.9' 1e.0" 12.61, it 11111 127" tit, O' I2.5' 10.7" 12 S" I6.0' 15.6' 133. li S 1A D" 125' lab" 12 5" IS 0" 12 S' los' 41 * q.JiiNl• S2 SI.S' t6,a' 14.4•' 12 3 12 3' 14.0" 12.5' 1a.6" 12 S" f e.0" 11 S' 10.6" •NP"iEE��.. 1 .5" 3 .0' 12 S' 1. ' 1Z.5116 1.5 10 l 5 A " 12" 10. .0 tNNFu SS 31. T' 1aa 16 11 123 If 0" 16 n' ,...a 1H., El 0" 140 }2 a' II.W 1 N NAIL NI ,,.141 12 S' 1e.7- Z, 1a a 12 5' 1e 0' 1T.7' ,4' 12.5 le D" 1 S 6 11 I. 25" aa'f6. 3&L' IT" ie .TR' R ll a .2 ^ a S A 1 11 2" .• X Si 12,T' ISO' I-.. 110' 32 5 16 0" ASS" lLY' 12 4' l6 " 35 5 it 2' )2 1 lb.a' 1 S 1 12 S f 5' 6` 75 .2" 2.5' EDGE DISTANCE, WTW i S SM" IRGED Ili 4.21' 1013' 625" 7 I" 6,2$' 6.4" 11NN1 •1.1. .I •21 •f" 49 6.IS' 1.1' q=:Ivmm w a earl 6.s' M-"".M'..'� 72 ,/0. n17•'I.nx 11 13 11.6 l6 6.4 4)" 615""", G2I !OS 1 I-A,.1 PA,.eN 41 Si x" 13.1" 6L7 f S' 6I , 1, 40 4.25" 11 7" als- 9 s" 9.13- 9, " 31 72 6.2S' 62 I .e' 6.2 " 0 9.3, 9. " 6.25" 3 0 a 9 I" 4, IN"rI-11,.Is- 11 ILT, is a' 1.1' 1,]" II.f ]IA" 1.2' a.0' aIs" 11 D" A" /S" TYW SA TAPCON' 4l S3.T" 15,6' 6.0" 5.8" a25' 10 e' 4.0' 6,13^ 507" 1.0" 9 1f a 51 i 6, 5" 12.3• 4.7, 4.6" 025" 1'11" 4, " 40" a25' 107" 4.1' 4,0" IB" .7' 41' .0• a S" 0.7" CIL .d' 6.25' 0.7" 4.4" Cir p IM'I1/w ENr111T 11 33, 5" 1e a'14 I"212". 1i T" Ia 0" or" o" 21" f66" al° 0" I.- 12.5- a ' 1 ' 1 0 A7"' 12.9" 1 A" 7.G" 6,3" 6 1 b5'• to,O" 7,9" Y ALL 101N1'f 601ip fn 41 TIN, 1 .0" 9.7 7.0" 12.5" 16.0" 7.7" 6.2" 12.5'• ie.0' 7.7` 6.2- 46 y T 82 *-= ,5 12' to, a' 9.9" 1.2'- ILS" Ia.O" 7.7" 6.2" 12"S" 16.0" 7.) I' 6,2" 7T 11. s" I a' 1-1" 5.1" Ll,s" 36 0" 1.1" " I2. 4" is 0' ,,7" ,,. 1/4•x1 T)'r iH•tP SS 12, T' 16.a' 6.4' JJ" e, J" I1,3" 4A" 4.1" 6.I9' la]' 4,0" 37" • wul N.."I'AIF 41 r%I' 1215' 13.9" SI" 4,B' 4.25" 92" 3, 10" 5,24" 9.2" 30" 1.3" 49 S1 C 5' Ili. S' .,.:' a1' 6.25" 2" 6.25' l06" 4.1' 3.e" a15" 9.1" ]5 7.x" 6'1 $" s, l" 15' R,3•' 7t e.zY' 9. 2" T.3" ],]" e.2]" 9.2" s.1" 3.5" ].]•• _ 'ppR11DIR I Vf• MY 04=4 PRESSURE =1 T/Fa RF IA-11 O '•u• u W .1. ' NN u1 .,,L IP WON TTFE RIK M 1 C2 - C4 CT CZ Cl CA CONa TYP! C2 m CA = 7" EHBEO f7+` 73 I M. NI'e1W 41 r 49 tl 52 I2 1 2 36 a 1 60 1 9 12- 16 C' L6 ]. ' 0 12 S' 16.0' b 61' Iz r Ias Ia,O" ace" SZ.S Shp" 13D' 1' 6 12 T .. -] e .- I O 4 e L2.5" ]a. la0 7.5" 12.S 1U 19 - 60` 7 17 ]6.0' ]4.7 60 115' 2 L S lb.a' 38.p' a' 30 14T 6t .0' 12. l2S 160' 6 0 l47' 6, p' 1 7' 4 00' 12 T' 12 !" T6.0' 1..T Ap' 1401141• n.0' ,I,, I Va. 014m, 33 WOOD ECRtrI 41 41 32 72 12.5' 8.0 160 101 12 5 lid 0 il.l i.0' 77,5 B O" IO.e 6 1 2 l .5 2 6 a' U 1' 3 . of 12.5 16,0 . 9 7 S.6' 12 S' • 9. 16.0 7 SA' 17.5 ll. T' ll5' 160 1.0' 2 160 IT 2" 16-01, 9.6• 7D' 54" 125"16.0 11.T ii.91 160 1.610 96 3fi 4.e S.6" 9656'I 12,9 1b Y' 129' 6.0" S 1 9.G 6 ]B.0. 0.B• S6' 16.0' e.6' 16" ` U4" • I.1l4• EMIM a3 TAP CrUF•nFAA- 41 B y 415, T -ate 52 r2 12.5 AI 36,0 1 01 13.3" 12. 12 S' 16,0' 16.0, 11 9.2" 12.5 12.5" 16.0 10.2' &a, 9.2• T. 1 U 5" 13,e^ 7a it,4I 16,0" IDS' Ina 9t' 12. 5' 12,5' 12S 16A" l"D' la.a•' S.I.9.l' 9.1" 9-L" 12, 5' 12. 5' ]Lf' 16.0 9.1 16.0" 9.1' f6.0" 9]' SY N'0 / +f 23 A11 F111HIHNIIM7 fl ills 49 woo0 xuc 01( q,aWY 5] M' ii l2. ' 1 .P' 6' 15. 6 1• II. 3.9" 5. " 4.i 1 11,9' Ice 0- T !• is1 Sb3' 4. AI' a 2/' Ili." 4 ' AS" .v L2 s' 1 �4 z e'• 5. zs• 12.30' 4.7144 6.15' 13.3" 4.7- A 0" EIS" 4 S ' 1 .2 S 4 • .2 V' .} S fi 7 4 10' .7 6 2E 11 ' 4.0 3 4.T 621' 3 Z.3' 4T ♦.p^ 6.2 9 321" 0-1' 40" a2T" ]2.] ANCHOR NOTES: l0.NCHOR SCHEDULE APPLfE•S TO Al1 PRODUCTS CERTIFIED HEREIN, OUT ONLYPROVIDES MokXIRUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSUFI3 INDICATED IN VAN SCHEDULE 514ALL APPLY. 2 ENTER ANCHOR SC]NEIDUUF BASEDON PANEL FASTENER SPACING. THE EXISTING STRUCTURE MAT U B ANC TYPE. AT THAN A TO T 1 E AL, NOR SELECT GREAT LOAD N O ER OR U17U L NEGATIVE LT DESIGN LOAN EC ION TYPE BANDASED SELECT SPAN GREATER THAN OR EQUAL TO BNUTTE0. MOUNTING DETAILS CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CODTT(ON 19FE MOUNTING DETAILS ON SHEET 1 FOR IDENrincA rION OF COW4ECT [ON TYPED 1 "PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING INTRUSIONS (-F`-T PAO(, STUDDED ANGLE, ETC) IW a.25- O.0 PANEL FASTENER SPACING TABLE VALUES M]R ALL "H'-.AND'W-HEADERS QNCLUDING,SUILDOUT COMMONS) 4 ANCHORS SHALL BE INSTALLED IN ACCOADANCE WITH MANUFACTURERS' RECOMMENDATIONS S. HOLLOW BLOCA F105T STRUCTVRE SHILLCONFORM TD ASTM C90 B1.Ylgt. 6MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES WALL FINISHES SHALL BE LIMITED TO l/4• MAY, OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOSTSTRUGTURE B. CONCRETE ANCFIORS NOT HEREIN SHALL BE EMBEDDED TO UN-CRACfIt'ED CONCRETE ONLY 9, WHERE EXI5IIRG STR47URE 16 WOAD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FAST ENEFLS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTeIN WG TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ID. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" K V (MIN.) WOOD STUD 17' EDGE DI$IANCE'IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SIALL BE "SOUTHERN IPA- OR GREATER DENSITY, LAG saiEW SHALL HAVE "LLIPS PAN HEAD OR HEX HEAD, 1 L. REMOVABLE ANCHORS ARE DEWALT PANELMATE, ALL -POINTS SOLID -SET a BRASS SUSHmr L1 MACHINE SCREWS SHALL HAVE 1/2' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCg0. AND MAY HAVE EfiMEP A PAN HEADr TAJUS-S HEAD, OR WAFEP HEAD (SIDEWALK BOLT) U. M.O t1 MINIMVN H4SEGMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 1410 DESIGNATES ANCHOR ODINDITION6 WHICH ARE NOT ACCEPTASIF USES, IS DIRECT MOUNTING CONDITIONS Cr. LINEAR INTERPOLATION IS NOT PEa MTTTED PCNL USE WrTH THE ANCHOR SCHEDULES USTEOON TMIS SHEET Of N N U) N M L- N .I--. U N Q O -0 .CM td U � CL � � O CU Nn O C L- Q O W CIO__ � O U U CIO -Ln Cn -a (D � L- E O O Is- CIO-0 .- CCU W a! Z Z W J CC) o I-- d T �- W O �5 N-n O = c1 O V ell _ -= no x C u- m- V O L CV L as O t0 (�I 5 n) _C n-1 CIE- = r1 l= c r W - - '�. it 3: Le O - V v W : C ' N eQ •- ? w Q� C E. fD O d r.-1 - O U) (D CD W = U) O L C/) JCL iL (1) -6 -0 U =3 CIO O ^^L L. L 0 (1) L M LaR•a11Na L11 Q Z Z Q J Cl- ' SHEET NO. SH 1.5