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HomeMy WebLinkAbout6290 Back Forty LoopA 7 7 7 1 3 7 i ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Red. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing Be Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or 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 HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height St. or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Cig. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbi. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or WA. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or We or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PWorP.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.0 NEW BASE PLAN 06/25/12 2.0 GRADE BEAM FOUNDATION 08/11 /15 3.0 2015 NEW CODE UPDATE 03/06/18 4.0 FBC 2017 CODE UPDATES & MODEL UPDATES REVISED SGD, LANAI & WINDOWS 06/01/18 4.1 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 12/19/20 5.0 FBC 2020 CODE UPDATE El El ED F7 1:1 F1 El IBC E:1 E:1 E:1 E] E:1 El L—] L] F----]CJL7-. E:1l- J Im E FS1 INJ/�RE� 1763 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN 6.2 SECOND ROOF FRAMING PLAN 7 LINTEL PLAN AND DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N C! N I� N c 0 c W 4 o ccC.;1� �LLCN N y O R 3 O/ a7 s E = c d"tee 3 a) 2 o ? CZ y �, �tiVE o Y V 0 ,APR 0 4 2023� UJ • Qi tJ G'C , S•JtO �� sir//! t►j1������ f � I i 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, LQgo10 nn A i 1� a �LLLL � LL a a 4 = Co 0 M s W are - r, 0 W Z ° cv z° LL In gd ZN O W ❑❑ z z z � 0 Co4) �+-J rn O L." g CA c N T U < Ask y � Z w M J " E - Z 4 `a �E o V wj Zo oa 00 Z�ro C8E r i rn c C s Y mo Zz Z N Jb H`i3 rz s' 8 N � �� aLL 5° az W A O �LL ww gg 3 O = �LO J ^' W c9 L � CO .-. N o LO Q Q' 0 N o N +-+ ILL O Y r*-- co CD Lo T 5 N N N � r— M Co M N �— o Z z C ccv M D w •• c a. U Q a 3 JOB NO: 23-00515 SCALE : AS NOTED SHEET NO. C S FE 1!1 - 77in VARIES F1 MEDICINE CABINET q a a O. BATH BATHROOM VARIES, 2" LESS THAN CABINETS BELOW MIRROR 24" TOWEL BAR ON WALL ABOVE y TOILET _ Y I TOILET ao PAPER I HOLDER TEMP OBSC 0 4 00 LAI O. BATH KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL SHWR. SHWR. CURTAIN HEAD ROD 0- TOWEL BAR TUB OR SHN FVSSHWR. ALVES BATHROOMS, SHOWERS AND TUBS O TUB a w x U b DOUBLE RODS to VARIES PER FLR. PLAN SINGLE CLOSETS LAUNDRY n TYPICAL HEADER HGT. KITCHEN 42" H UPPER CABINETS 36" H UPPER - CABINETS 16" FOR LINEN 30" H UPPER Q 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY a REQUIRE A SUPPORT o BRACKET 36" H BASE p FINISHED CABINETS S COUNTER TOP 30" H BASE CABINETS b 50 60 LL A, F � r4 ' O 1 2" � 2x r' Eo FRAMING '� 4 b 1/2"GYP Cn N tv ? BOARD . FIN. FLR. RLE PLATE - SHELVING x ISLAND COUNTER CABINET BLOCKING T AR -41 AR ■• •■ • ------ _ LANAI ,• I 9'4" 81 FLAT CLG. A.F.F. I I I I I I I to I HBt 6068 SGD BROST 8'-8" FLAT CLG. N TIDE PB I- � �6'-6"' 0 II I _ L__JI I • Lu j CL I I 0 I 1O El l 11R I I O -'- - I cn z a I I KIT. I I 1 8' " PLAT CLG. R I 1 TILE I I PLUMBING LINE I I 25'-0" 11-41 "L" SHAPE CMU COLUMN J TyP @ AC PAD go S6 2-STORY O 35 SH ALT It I I AC PAD 11 off' DINING • 8'-8" FLAT CLG. _ '- CARPET Q N GREAT RM 8'-8" FLAT CLG. CARPET • TO SECOND 5 4 '' ' O G-Y -'Y M (3) 2x4 #2 SPF 1/2 WALL FLOOR STUDS W/ (3) OR RAILING Q I 16d NAILS AT PER SPECS • 0 - - - r--i iiiiiii i BASE FLOOR G.T. ----_- I I I I I I I I II I I I2608I BF I I I UP I ii D • 8.1 FLAT CLG. 1 115 1146, 1121T 11 1 g I II I I T3 ABV- S .6 �,� • FLOORG.T. WALL `L (3)2HEAR x4#2 SPFi EDGE OFAB 2" STUDSVUSS 2 W H B OND WAL UOPEN HTT*@ BASE P 3: T-3" T-0" M Oz M BUILDER TO PROVIDE Q FOY''ER Q p • APPLIANCE PROTECTION S4 C $`-8" FLAT CLG. WHEZN REQUIRED PER FBC S3 TILE o H1 p z O W/ USP L TA18 STRAPS ■ • • • a (CENTERED) EACH SIDE OF J U Q WALL TO LOOR TRUSS 00 D I I S6 -1 U ABOVE 16" O.C. CIO - `Oo I I Cr © `'' I TYP. @ N 2-STORY W GARAGE LU LL EL ; W 8'1 FLAT CLG. A.F.F. U) Z O W N J I • ENTRY tit Q ~p Q W 8'-8" FLAT CLG I I Z AFF I I oq -------------------------------- II ;n S3 I I I I I I I TYP. @ I I I SINGLE • I FLOOR G.T. I ,------__ fd STORY - - - - - - - - - - - - - - • j 81 CMU COLUMN I W/ 6"1 ABO E 1 K INTERGRATED INTO HB I S4 WALL W/ (2) #5 GARAGE VERTICAL 1 •--------------------- _ • ____-_-- re -al 16070 OVERHEAD DOOR O i D-L 4' I J S6 TYP. @ 2-STORY n Y 4 LO (VI 121 CMU w/ (4) #5 VERTICAL OPENING PRESSURES ENCLOSED - EXPOSURE i AC� +29.7 / -32.2 Q +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 GG SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25 S.H. 13 20 X 38 3 181 X 37 J S.H. 14 20 X 501 18 I X 50 S.H. 15 20X63 18X62 S.H. 16 20 X 72 18; X 71 S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 11-13 271/4X38g 26x374 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 � X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 I X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 4 X 25 ; S.H. 33 54X38J 52}X37J S.H. 34 54 X 50 52 X 50 S.H. 35 54 X 63 52 1 X 62 ; S.H. 36 54 X 72 52 1 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 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 FIRST FLOOR PLAN -A R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided With window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir, per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 81 A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE ! LIVING) N o N A LAJ tti . CL e+ o ZE �: =tea N M G a.. y -,, -% N y O m Q y..r CV Y 2 w da c E s c a> c u rx � cc3 �- `s v m 'cc y cX . >. a y � � o w ��i;ttPllldll/// w v F L ' �2 To the best of the Engineer's knowledge, information and belief, the structural plans and specificadons contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineer's signature and seal is only for the strut engineering portions of the drawing pages bearing Engineers signature and seal. 11111 4 g� N di di fnNO� N Ee Q y Cl) v J �LLii LL oW Z Lu 0- a L=-rIL W�On0) O m Z Q J Z N OU W ❑ ❑ R CD10 N Z z a _ N to z cz �T o LL i - � O wJIM Li �M c �, U Lk t _ � d U Q M M W _J 4 o Q O 0 i on .6 sz z N j- C O � < ❑ � m o0 zm� J 0Q <° z 3 $ y� �� d aZ OW W � O F H �zz O � a� YI�TOU C O 0 i L(j J 0 W L N CL Q -6 g N ^ o m (L0 4-41 tp o o C^� N T _ fe E - la a E U J 4? Q 0 c J JOB NO: 23-00515 SCALE : AS NOTED SHEET NO. 1.1 0 SIN T CONT. HANDRAIL RETURN TO WALL DETAIL A SCALE: NTS STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS W/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING 3/4" PLYWOOD USP MP3 CLIP EA. DECKING STRINGER TO BEAM/ FLOOR SYSTEM TYP. 16 ` i 15 36" H. CONT. FLOOR 14 \ GRASPABLE J SYSTEM 13 o RAILING 00 12 „ 10" 01 1x TREAD 10�` 0 (TYP.) 9 ` O - 8 C;1�2 T- 00 STORAGE 00 UNDER 7 STAIRS 6 2x FRAMED WALL ' 2x FRAMED 5`` `. =1,0 42" KNEE � `�WALL WITH 1 x8 CAP & CASING WALL I 4 1x RISERS (TYP.) 3 (3) 2x12 STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1. STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMING (2) 2x HDR. REQ'D @ ENC LANDING FOf STRINGERS _ CONNECT TC SCALE: 1/2" = V-0" 1 x8 CAP & CASING 2 1 PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER W/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH c in 1 TYP. @ D2 CORNERS D2 T SIM. W/ (1) MSTAM36 STRAPS @ BASE TUB/ SHWR TILE TO 7' A.F.F. H1 6 N D2 O DRYER VENT THRU SIDE WALL- ) ca HANSON BOX @ 36" A.F.F. �IWIRE SHELF @ +54" A.F.F.-/ J S6 TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE RFV In 1 7n f.AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >914" 2x6 SYP #2 16" O.C. WHEN THE TOP OF WALL IS GREATER THAN 9'4% THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C." THIS /S ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH '• WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- ------------------� 8'-9„ 3,-8" I I j H1 I I 16 H1 6 A S6 D2 a I 12531 H TYP. U.N.O. 25 ISH TB 60" X 36" EGRESS* EGRESS* SHOWER 0 FIBERGLASS S SURROUND OWNER'S TP 4' 0" 5'-0" - CDSUIT E 0. BAT �' 8'-0" FLAT CLG. 2�68 $ FLAT G. CARPET 2068 -0" BF LP TILE G.T. ` 3' 6!' u '-10" u - - - 15'-8" r� - 4-SH R&S WIC I 4 0" FLAT CLG. on I CARPET o ��� 20� 4" oC I LO IACCESS, 10;1, l --J IIT L.------------- R&S _15 p u ® e 3'-3" BEDROOM 4 -- 0 8'-0" FLAT CLG. _ �A � ;n CARPET -&-0' FLAT CLG. 8 '-6" TB N 1/2 WALL OR on RAILING PER SPECS w Cr TECH CENTER LU w 7'-9" 5'-11 " 2668 11'-4" 'K 2668 CN - L---------- BF N. 6R 0" 0" j - 5068 BF D 1 1 1 13 `4 9 8 7 6 5 4 Irn I� j 1. LAUN -----J _111_10 C--- --- -- -- I 8'-0" FLAT CLG. 2652 R&S 13'-11" TILE T-10" 5'-11" - N - - - - - - W 4068 -- - 00 d, 5'-q" BF T-10" T-54„ t� N I I - - G.T. - - - 11'-6"� 11'-2" q I BEDROOM 3 ; BEDROOM 2 8 -0,FLAT CLG. I 8'-0" FLAT CLG. CARPET ( CARPET EGRESS* I EGRESS* 25 SH I © 9 I D2 22 25 © I 9 H1 39 I D2 j H1 D1 D1 j JAMB STUD OVER I I ENTRY TO BE I I CONNECTED DOWN I I PER DETAIL 6/D2 L------------------------------------I 5-10" 5'-10" 6'-8" V-8" 18'4" 614" 25'-0" Y HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" Follow O/S4. See Plan for FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS �W/ SIM(1) MSTAM36 STRAPS @ BASE P3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE OPENING PRESSURES ENCLOSED - EXPOSURE "C" _ +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 FO +26.6 / -33.5 O SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 S.H. 13 20X383 18'X374 S.H. 14 20 X 501 18 } X 50 S.H. 15 20X63 18X62 S.H. 16 20X72 181X714 S.H. 1 H2 27 114 X 26 26 X 251S.H. 1 H3 27 1/4 X 38 26 x 37 S.H. 1 H4 27 4 X 50 a 26 x 50 S.H. 1H5 27' X 63 26 X 62 1/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 4 X 26 361 X 25 112 S.H. 23 37 4 X 38 J 36 z X 37 3/4 S.H. 24 37 4 X 501 36 J X 50 S.H. 25 37 4 X 63 36 1 X 62 1/2 S.H. 26 37 4 X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54X38g 52JX374 S.H. 34 54 X 501 521 X 50 S.H. 35 54 X 63 52 J X 62 S.H. 36 54 X 72 52 2' X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 314 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handralls: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" In thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot" Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr, per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. I TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING SECOND LIVING 728 S.F. 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN -A SCALE: Y4"=V-0" -o 04 d '� � W tY �itzo c AtoN CO Cyi V w Q Cr w co a�i = r= aa•co >, ea o a � `o a� P ••�t`1 S ` U 0.5� 5 09' O'pE 9 S l ON �rJrrfNlil�t�»��� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with he 2020 Florida Building Code - Residential 7h Edition. Engineer's signature and seal is only for the structural engineering portions of he drawing pages bearing Engineer's signature and seal. •I Loina 9 C g�� f yyyC a U..dW. JLLLL = v� a ;e C? '103 Wt°n CD Co Z CID M Z Q J IL N ZOU 9. W ❑ ❑ Z z CL Q)z c9 0� �--+ 0 g CM N c a, N '3 U alp U � M10 • (n c Q � N ---}� a M O U_ io D O Z�o Q N o N ♦- V 1 `z_0 Z® 8 E �o 0 8v KZ Z i wR rr0 � R C a) < Ct K CO i °E > 3 � d o� Z o iv N� W �j a j °f = G zZ a3 �' �O 2k U i O > Lo O c� C� N °' 8 L0 r N r N +r O Lid _ O ILL. c0 CV m O) 04 Ln T rn N CV f ♦/�1 T C W T Z M 2 a U _J ¢ p JOB NO: 23-00515 SCALE: AS NOTED SHEET NO. 1.2 a a 80 60 12 5.01 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS c— HDR, - — EXTERIOR PLASTER ON FRAME FLASHING \k --..... - ....___2S-SH --------- N — — — — — — — — 25_SH_ RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS 2ND�.�. _ _— — — — — — — — — — FIN FLR T.O.M. _ _ _. ��. _ :Z _.C. -T_. _ c•, - — — CJ %WEEP c N HDR. - TEXTURED �i0000aaao ��/ oo N / � u SCORED CEMENTITIOUS El - f 1 STUCCO FINISH ONI �__] F E-7.1 CMU (TYP) �1 J ----J 4" N FBI N FLR 3 68 FRONT ELEVATION - A SCALE: 1/4" = V-0" 9'-0" RIDGE VENT 12-- FIBEREGLASS SHINLGE INSTALLED 5.01 AS PER MANUFACTURER-7 -Z SPECIFICATIONS EXTERIOR PLASTER ON FRAME I. 12 CJ 25-SH CJ 4.01 000007 CJ/WEEP ------------------------- r 25-SH 25-SH TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 12 — 14.0 RIGHT ELEVATION - A SCALE: 1/4" = V-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. 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"A" 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 manufacturers 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 M N �= O N o '= u� >.0 N cti o V sz cn m i V- ca- y IC O w d o Zi t O Cc E a C, 0 w v gR0 W/V ­J 56CPS SS i. •�i�1 �ll1111111'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. 0 I- st a e M 8 o 0 V L $'d0Ze� N G S " LL _ LJL I a — a, a x A 0 OL W C w cr t CL0 cc Ci m Lu LO MZ a ZN o t, 0 00 W El 0 U z M z V I n U C5 (3) 4- •U N O V) c U % w r i r S� yz g�z Q `_ E O ag 1z 2a Z C:, t$ az ms z Z 7' r 20 Z Z o W ¢ g0 j 0. w &5 �a Qo cl�w k °O = �L J O rn L° M c� L :0 N Cr o. LO Q 0 8 cv o LO cn tV a) m O N Lo r Q 04 r E M ° CO O 0 E (� E m Q. U Q p .i JOB NO: 23-00515 SCALE : AS NOTED SHEET NO. 2.1 a ) FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 4.0F FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5.01 12 5.01 '4 =T OFF RIDG T EVENT , -i —i-- ---�-- --I--� - —T _ j I T T r �� � - - —_ ---- --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- EXTERIOR CJ PLASTER ON FRAME 25-SH 25-SH 12 14.0 FLASHING - — — — — — — — — — — — — . ` — . � — ` — — — — — — — — — — — .. - _ —� J �. _ _ ---- 35-SH t----1-------------------------- L--1- 6068 SGD TEXTURED r` CEMENTITIOUS FINISH ON CMU (TYP) REAR ELEVATION - A SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT FLASHING 12 CJ CJ �4.0 --------------- CJ/WEEP Ci HDR. 1 H3-SH 'c J-1----------------------------------------------------------------I---- FIN FLR TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION - A SCALE: 1/4" = V-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"A" 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. R703A 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. Is 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 0 car C$ �n �o }ram mcc °i �ar o y as C o o. tj •. ,, h O O� '• F L O •,ram oll 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. 0) W a O N ru ie 0 J=3N 0 LL Caj M '! J U. �LLLL ,n 0. Z 0) W r° pj I 'M�dJ ILZco N OU Z W ElW z z z Ln tL � 2LL •U O W 8 to n as U Q Q ego CDcti ZZ 0O ° s a N G E CJ oLL +�+ z z0 o 9 nS �8 qa' owg K Q Z _ I— Z G a� Y 3 ° °� Z� aZ w W 3 oLL �' N 2 a �w F 'o Cd- °zIa o� u 3 0 c Q � Lo J 0 rn m L cc U) CM CV N Q Cr J0 CL W m N •� O _ LL O LL co CV Qi m O N Lo r N j r E W CO o Z coN E B; E .. a C c ro a. 0 _ ¢ o a _) JOB NO: 23-00515 SCALE : AS NOTED SHEET NO. 2.2 rll�ll�llll ��ts,;u�l�w ) ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/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. in 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings wh r where stalled 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 Fff DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR ® SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER Van ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN ��� a CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN G�) (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 4 to lights & outlets 2 to appliances and GFI 0 to WH to Range to HVAC 200=4/0 in 2" Conduit UNDERGROUND Dis SERVICE BY POWER CO.—�� INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS — U.C. OUTLET SWITCH FOR DISPOSAL SPEC 3 & 4 KITCHEN SCALE: Y4'=1'-0" n VTR 3" VTR IjI, III,, 'I �I I I I I I I I r I 3" VTR Ill- I � I I I I I I I 1 I nit I t 3" --------------------LAV � ----CANRT---- • I I 1 2 I 1 2" I I n I /i> j TUB 3" 3t� AC PAD I I I WC WP DISC. j GFI I j GFI 3" r ^ �, HANSON CIP-- - off I ALT I BOX j I AC PAD I j - VP o 0 -- I OWNER'S �BRKFST. 2 DINING ----- , -- LIGHT AS -PER \ � � WP � � �� � � SUITE I IL BAT H' __ 3 11 / in 5-0 OPT / -•. S.S. SPECS " / \ o LIGHT AS PER - • SPECS • �/ / /G 3" VTR SINK i I OPT. CLG. FAN/ III C/0 I LIGHT PRE- - 1 WIRE I I 1 PENDANT r----------- - LIGHT PER I WIC I I SPECS RECEPT. FOR - I 2' - -11 ALARM SYSTEM �� I t� I I GREAT RM ; I _� " DEDICATED GFI - I GFIII _ _ I I�____J 3" 3 RECEPTACLE FOR - -- L_______ LAV •_ ! FI I ROUGH -IN • r-- 2tt HOOD PEMICROWAR SPECS RANGEVE I o Y I U.C. OUTLET FOR OPT. WC ' I ZI - I l/ FAN/LIGHT S.D. 3„ GF -- O -- 0 3,t ,�, I SWITCH FOR 1 OPT. CLG. FAN/ / DISPOSAL I \LIGHT PRE -WIRE OPT. CLG. FAN/ GFI - I - — / LIGHT PRE -WIRE II -- 4 BA 2 — XGF10 PROVIDE PHONE /CABLE I / 4" "$ T+-�--+- 1!_-1yo" j I j �/ AND OUTLET AT TECH /1 BEDROOM 4 `�- CENTER S.D. r 3 - 0 M. PLUMBING RISER CHdbP -- r T L S - • L - - - - - - - - - - SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO I I I I I I I I I BE VERIFIED WITH PLUMBER D I S I HI N I I I w 3 4 -- Q T I I I I j I I j I I I I I I II I I I I '? S I H W B L I - AU ---------- • • o GFI@44"-1OYf�i H W.H. A.F.F. GFI @-------- w Z 44" A.F.F. M qp �_°W J - — I \ - >Jm a - _ w J w 0 aI S.D. S.D. J . . O \\ GARAGE � WP p� I Lt- U LIGHT AS I I I ` OPT. CLG. FAN/ w PER SPECS GFI I I I \ I I LIGHTPRE-WIRE >w I I I I GARAGE I I OPT. CLG. FAN/ GARAGE 0 LIGHT PRE -WIRE I I I I l/ I - GFI ENTRY r--------------------------------, BEDROOM 3 BEDROOM 2 3., I IRRIGATION GFI I I -------- @44"A.F.F. IF t-------- I I I _ I I I I ••-----------------------------� •• L------------------------------------� COACH LIGHTS ELECTRICAL PLAN -A OR PREWIRE AS PER SPECS SCALE: Y4"=1'-0" M \ !V N � N n = d 7 W 0 N +-� LA_ c I� a .N 4C O •.. N N O (C m ' da-y� E a s c d W � 4 vN CL c E o d Q M O N 0 To the est of the Engineer's knowledge, information and bellaf, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenfial 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, 91 G to N 4 M �V U. pC� LL a JIJLLL Z 'a a W g�_ 0 °' LLW =Z m NIdk N o c° W z o v— 0 � 11J U � Owe N c N tLi �- U I w J s � tV lit 1,4 eo a M 5 " E t� a� p 90 WO 1— ry AO° � U o Op Z¢� CIS o CD z <g WJ m� O a m j �o aw 8< �o WLLI m� �3 5 °§ 0 20 = 7 Ln _l m co :3N C � N m N O L.n LIo Q o N r N cV r E c t (D Z ` Z m E M i v a: c -a 0 � ¢ IS JOB NO : 23-00515 SCALE : AS NOTED SHEET NO. 3 rIMPRIMP1W Mi IIW�uILiI., iL 1 �� ZONE-2 ATTIC SPACE 60 SQ. FT. o v I 4:12� SLOPE/L4:12SLOPE '�/A 5:12 SLOPE i 4'-0" OFF RIDGE VENT ZONE-3 ATTIC SPACE 1071 SQ. FT. le Z w 5:12 SLOPE X s O Q) ti% W Is. 0 rn N I X a5:12 SLOPE O y�Q U) C6 ZONE-1 LU ATTIC SPACE I I 97 SQ. FT. N r Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40°% but no more than 50°% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. 'If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION 1/150 Rule REQUIRED UPPER VENTILATION Ridge Off -Ridge PROVIDED 1l300 Rule (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SO. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SO. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation re q wired soffit ventilation d vented t b provided y pp er Ventilation Ventilation (See Elev ) needed required needed ventilators 0.0 0.0 Main Floor 97 93 13 47 3 23 0.0 0.0 0.0 ---- 0.0 (Zone 1) - Main -- - ......... 0.0 Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper .._ 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3 ) 135.0 1 138.0 "NOTE'" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN -A SCALE: Y4"=1'-0" N 0 N c: � !V 0 q )a w DC a r- o C /0 V N N f0 O i- lV L tO 10 Q ydr fV 21e c > s c a 3 � L •� � c o y oc •= �^ � E � c o a � 2c�0wI, ° < NSF° r. w cis W .. o �N �C'`FSStON'P \�.1 e� To the best of the Engineer's knowledge, information and bell , 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 I- 8 N1y1yW �M0 t» ` N LL LL U_ a Z LL 0) D �C rR�pOi�� LLW ' N z 0 Z OU y W ❑❑ U R V Z N I 2-1 Z n Q Cl- zQ) o C1 U � a _ O W s Ln Ly N 8. U c °a3 Ot t• C M g Eg z 30 Z E N g° U az tg b i0i a W p0 Co LO M N a Q �1 Cr' g N CID � N LO �•-+ O LL rl*- Y m 04 Lo cV CV r M ' (� Z E U)r w a U JOB NO: 23-00515 SCALE : AS NOTED SHEET N0. 4 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 '' •• 25'.0" TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL "N i • ; t1 p rr #5 CONTINUOUS POISONING VWVF PLACED IN 1/8" SAWCUT x 1/4 SLAB • ; r. • :' ! REINF. SEE FND. FOR 11_$11 10'-0" 13'-4° UPPER 1/3 OF SLAB THICKNESS WHERE . ,'; ';' ' . w' ,�' QUANTITY OR FIBERMESH SHOWN ON - ` '' ' #5 X 25" X 25" CORNER REINF. SEE PLAN. FOUNDATION PLAN - • - • • - -'_ BAR ONE FOR EA. 11_4" 7-4" 1'-4" - ,� HORIZ. REBAR, TYP.It J- 2'-0" x 2'-0" x 1'-0" 2'-0" x 2'-0" x 1'-0" w Z ;y 1. ;' U.N.O. L Uj r ., ry •� •, r r •: . "Alternate: W 5 s E.W. W 5's E.W. > •` 7 7 't ' • . The reinf, bars shall be P. • cont. around corner by cold bending the bar w/ min. er _ _ _ _ _ _ _ _ _ _ _ S3 bar lap of 25". CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" 1 1 I TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" O 1 PLUMBING LINE O SECOND FLOOR- FOUNDATION PLAN —A SCALE: Y4"=1'-0" C%j N\ co rR GI ,r = U- ci •N y N .0 N Ly O 10 4...NY d a E s c d C' ea c m o p . ;,)4tISi7PP�lif,� v gip, 0 o the beat of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H M N N 0 ,.PI.. VM tgNO� 6J1. ayMsf J WL LL J LLL Z 0) 0. �S CS103 1CI W N & 0 I, g I , m z 20 L 1J- r- Z d ~ IL N 13 OU = W Ep 0 z a $ n_ N -- f7 N Z�hh m W V ` V U,W � {� 0 = N ® _ x c ig a S0 o M p z Zd LJL E E zo 'x--oa s rN a a O E C) LL �� z® oa 1--- r0 f U o o¢ Z�� LL r a O qb Z rZJ 03 � a z ax m pO z p n W T � a� N m Cl r F 0 c O Lo �O V rn N N W L Co LO CM 0 N Ln Q CT N a m N ~ 0 U') ,+; O x r-1. � m 0 � Lo O Q N N r E c (D z° cc Z co M E L cc a U J < J JOB NO: 23-00515 SCALE : AS NOTED SHEET NO. 5 a TYP. @ CORNERS SIM. @ CONNECTIONS SIM. @ CONNECTIONS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft AND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO FEET) (-) VALUE DENOTES SUCTION a=oft [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP 1 -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 1 -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: Yie" EXP. 1 eYle) or 1%2' EXP. 1 (33/16) TILE: 1%2' EXP. 1 (3y,6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 7Y32", SHEATHING SHALL BE FASTENED WITH ASTM 01667 RSRS-03 10d (2%" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2x BLOCKING @24"O.C. MIN. (2) STRAPS BLOCKING LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE LOW ROOF TRUSS W/ RAISED BOTTOM CHORD EXTENSION SEE TRUSS MANUF. SPEC'S FOR CONNECTIONS TO G.T. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. (2) 2x6 BLOCKING UNDER 2nd FLOOR WALL w/ SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END SECTION @ BUMP OUT 39 SCALE: 3/4"=1'-0" PLYWOOD FLOORING FLOOR G.T. SEE PLAN UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 -1 Od x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 - - w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS --' J HTT5 4350 3740 5/8" ANCH. / 26)10dx1-1/2" HTT5 5795 5l8" ANCH. /(26)10d A-1/2 K HD38 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- 20 16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME --' U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V 2) LGT2 4060-M 3770-F 3500-M 3240-F w (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F W/ (32) 16D SIN ER (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 1 605 12 - 10d SPT24 1090 12 -10d HCP2 590 1 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('•). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 6.0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 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 SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN —A SCALE: Y4"=1'-0" e■►a c N � � w N O � G N CO C3 �•. 4 � N � ar E r c ci LY v .i io A y 120,L7 � d fC0 O > & = ra a A o a- '•° 0 sr �e rti�, wA � Iy�v,I 4• fiL'O ••`��� r. S.aICt� N��� "It, II! 1 1100 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 see; is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W g g Ag 0 �_�so? � J LL I� .Vl ` ��LL Lu d n) C 0) O c OC W :e o Q1 W ILZ m w a0 cv ° d Z N O U �4V' W z z z Q d U) Z (^'' �W •U w � � a OLL — �o p V) c � cri o � a o°nO p nO W a o C 81 CO a�f Z .� I_ o J c�°a m �U Z (3)'vi� Q J 4a m a� �� V W VJ a �w s M _ V zdTU3 6} � O C 0 i Lo O 4i R M ^� W L CD co .-. =) N g � J N � � � ° m N �-- 4-J 0 L0 0 LL -)&r1k. Cfl m o Lo r- O CNLo r Q N N E cCD CO `` z z E M E M M ci JOB NO: 23-00515 SCALE : AS NOTED SHEET NO. 6.1 O(2) — TYP. @ HIP CORNERS a 1 ------------------I I I I I I I I II TVD \ "' / I j V U U TYP. (ta r' .��6 U U I U.N.O. I I I I I I L------------------------------------� ENCLADDING W NDFPRESSURES AND SUCTIONS FOR MEAN ROOFOHEIGHT ST2 AND LLOWABLE RSHCE 16 OF GN ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WINO 1'Kt55UKt ANU 5U(C:I IVN (I'S1-) WIND AREA (+) VALUE DENOTES PRESSURE (SO FEED (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 1 -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: Y16" EXP. 1 C146) or 1%2" EXP. 1 eYls) TILE: 15i32" EXP. 1 OY16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/s" 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. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft Ev 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 SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. 126 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 - - (20)16d x 3-1/2" Q HUS28 1760/4095 *" 1720/3125 ** 30 -16d x 31/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2"' S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN, EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F wl (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V 1 (2)LGT2 4060-M 3770-F 3500-M 3240-F I w LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME Y (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1 1010 1 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY **' DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS I Il 02 INTERSECTIONS. SPLICING M TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 64' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER 12 PLY i(AR131ER—J (A) x CONT EDcLiiER ROOF FRAMING PLAN —A SCALE: Ya"=1'-0" SEE SHEET D1 FOR ROOF FRAMING DETAILS N N � c 0 N •c� co -o > W C � O ci c4� C17 r .ry Co X eo C sC rO7 N Y o r e[ cc U d = m ao a. c � d � y � O w - �., t fin`• • ,2' 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 - Residentlai 71h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 a O MEE Q Q& G CO LL fA `�M� 4"' J qLL yLLW� a. C CY)0 a IC «p2 0 N°'°' W m 'j U) CN M Z 4 J ZILW W ❑a N M Z J d � N V) LL 7 - VJ W � U 0 w � � Y in U 1— t U 0 oilM ti a w E Q WE s• Z ® U I-- rtl ai 0 op 08 ICLz ZEE fu L "z wR wz co Ug wC) z �= m J mo 4 * 'aw z z gZ zU U Wy '' $ LL N k {{ee aY ED J15 °I ) C ) � i LO J O °' m �o CO co L M CL N Q Cr o �^ J N ^ op o N ~ 4-J -0 LL �C CD r*,- m 04 Lo r O fV Q �v T E CN m rz r� *" E M M 0- U � d Q JOB NO: 23-00515 SCALE : AS NOTED SHEET NO. 6.2 GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed Joints. 2, Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.16. 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 should 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 UN lmvp�i nmup��� 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID v O N ti J 0 /5 BAR CONT. 8F12-1B/1T '7J" LINTEL DETAIL SCALE " N.T.S. ice€ f E F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY �i 8 F 16- B/ 1 T a tNOMINAI, tOUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT-f precast lintels = 3500 psi. 2. f c 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. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. A #5 REBAR ALTERNATE POWERS MIN. (1) RECIQ'D LEAR STEEL LINTEL ° M.U. #5 REBAR AT TOP C MIN. (1) REQ'D 1-112" CLEAR e 0 a AA ° GROUT e T n 5 REBAR AT = rA w BOTTOM OF a sn LINTEL CAVITY LouLW)O U) pON o-BOTTOM o ir ci REINFORCING PROVIDED IN LINTEL ¢ a (5 0 w v, ' O 3 g 5 REBAR AT B( 7-5/8"ACTUAL 'NOMINAL WI THIr (VARIES) c~n Oa � AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN, IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers 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 i i C 5'-4 F 3'-8" LL E 8'-8" LL MIN. (E) 17'-4" LL 4'-6" LL V 4'-6" LL O 9'-0" LL LINTEL PLAN —A SCALE: Y4"=1'-O" N N N �7 W o � o C /O G.! N t+- el- m CS a N ty N t N d C7 cc Q .. ]C N N W a C c y o .r .a a v'3 ro is y o� W to fl- la O d v "`r d � 2. P•" '' L a / / 1//ill! 110111!!!!!` 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W v p O N yy Q O Co W �^' co G W tnnrZ M M � LL Q G J LL W CQLLLL W a Z o. @Ncp O 0 IL? N ;ZdJ W ❑ 7 oS z � a $ Z T4-J la fn (m w V � OLu d tLn cV)::n w � 0 W. w M a0 o a0 zo KU Qo ZOfgM <o m ro g o0 Z mQ) as Z� �CC C YI6 �U 5 2O = �L J 3 L CD co :3 N g LO � N ch N ~ o O L � cMO � m o N Lo r- < NO r � Z t0 7 fA r E M M n 0a o JOB NO: 23-00515 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SSX) 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 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 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 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. v a� 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1.1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 51TMS 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 5,7MS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1, 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10, FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 1 PLF APPLIED R DOWNWARD AT THE TOP F THE GUARDRAIL OF 00 VERTICALLY DOWN A D 0 0 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-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. CONCRETE TYPE MIN, 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (318" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN, THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED 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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36136M 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 treeatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall nbt be installed vn-thin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. F1214 R,318.1.1 - Initial treatment shall be done after all excavation and bac�Ill 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 rain of ll occurs before vapor retarder placement, retreatment is requlreecdl 9. FBC R R318.1.5 ncrete overpour and mortar along the foundation perimeter must be removed before exterior sol 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,mupt be install,�d 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 buildingg department by a licensed pest control company before a certificate of occupancy willbe 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 RESPONSIBILITYREVIEW ALL DRAWINGS BEFORE TO 0 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 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE T R O B E S YP # 2 0 BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. M 0 N c 0 ICar .a N o W s o Q N .s- 2 d a E =as = .s a 3 � �o N d. L- a o O r. Ck� ti W C: C' z_ 3S10N�� 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. In a E WC N d Of °' o°°o NMvA a � LL 13- �LLLL a a ���rn W 0 it W Z LL m w Go to"' Z Z N OU W 1311 z z Z n z_ CD C2 (� U .n w � � c N �M - j A a w = L 8 I v %(M w M 4 LL, $ Qo g Q QC y r� V i 0 E �� �Z o Z H $ <o cn � �� Z ai J NO wm 4 " }W 4�w Z a� CIO .0 J� O N= wa �O v zla o S 3:Lo O W 0 L LO M � N 0 J Q U) ~ +-+ 0 Ln O _lie O n N mCD r- T Q 0) � T ci N o Z E co L a E U Q tj JOB NO: 23-00515 SCALE : AS NOTED SHEET NO. SN T3 W MI i Q Iv ICY cn 0 M N t2 ILI N c� >G Q N N i3 E 1F 0 .ti 0 J• CL x LZ N 0 0 a N 0 S 0 N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAxl-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" 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** 10'-0" TANK -LESS W/H CORNER OF I 1 HOME H C G GARAGE SIDE O 0 0 5'-0" STUB -OUT FOR 1'-0" 0 9 0 GAS METER 0 U O p� CV s • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) -12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'4" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X T @ 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/el 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 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL7\ STD. 900 HOOK BOND BEAM { SIMPSON MGT w/(22)10d w � _ .__ NAILS TYP. GIRDER TRUSS a STD. 900 CONT. #5 BCONT. #5AR > HOOK T BAR 12X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM V BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D ,,�PLYWOOD FLOOR COLUMN AND r SHEATHING PER PLAN CONNECTION I,`'`,=A .: l y ;. r TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN T j OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR L Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG, WALL N.T.S. 1/8" min. ) Small gap 2° min. 2" max. 4' max. Web Stiffener Fastener Schedule Joist Dwing Location Series I Depth F End -_ Intermediate- ®; 9-1/7I_2-8d j 2-8a BCI 5000s ---- 111-7/8" 2-8d 3 8d i 14" 2-8d 5-81:� Clinch nails I 9-1/2" 2-8d I 2-8d when BCI6000se 11-7/8" 2-8d 3-8d possible BCl6500s® 14" 2-8d 5-8d —...._....__ _� . 16" 24d _ 6-8d 11-7/8" 2-8d 3-8d BCI60s W4 2-8d __5-8d Tight fit 16" 2-8d 6-8d 2x4/PI ood/OSB web stiffener 2" min. ® 111 " 3-16 - 3-16d yNr BCI90s i 14" 5-16d ____5-16d_____ required when indicated or 4" max. 16" 6-16d 6-16d _ - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. 5/8" 0 THRU BOLT I.0 SIMPS( w/(22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )IFFASTENERS SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ` SECOND H10A SIMPSON H10A • • • (WHEN w/ (18)10d x 1 1l2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900plf max, along bearing wall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbin / HTS INSTALLATION Load bearing walls when load bearing - for lateral support when joists g M ETA12 TSS INSTALLATION Vertical load transfer =1900 plf max along load bearing wall. meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below Load bearing wall must stack over _ _ over uash-20 blocks and �•`�r�" �� ! %'� - *Non -stacking walls s4 * blocking and wall or beam below.* - - require additional wall or beam below. Joist consideration. Check When joists meet over wall, provide local building 1 3/4" minimum bearing for each. I -Joist can be offset 1/16 �' `Y up to 3" to avoid PLUMBING LINE code for appropriate ; details in One 10d box :� % > = �• vertical plumbing areas=20 of high or--20 sinker i ' > ( ) TOP 2 #5's x 4' -0 1.. i lateral load. nail each side-T~ - =%� - 3" max CENTERED @PIPE PVC OR SCH40 SLEEVE y' i l / / at bearing. OFFSET A/C CHASE 4" PVC PENETRATION y= F . = JOISTS 0 N.T.S. SLEEVE THRU STEM N.T.S. LL d"ij a •. _ ,z Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist - — — — — ° for each lapped joist. * -—�x-.-''- �lr- n 'T—T— . a ° a '° —III—I (- blocking panel Non -stacking walls r- r- Squash block 10d nails require additional consideration. _ I I �Tj_ • • (�� I i SECTION INT. BRG. WALL I —I I �I TIT TI7 FIN( GRADE (2x4 minimum) @ I I —Tf1— — TI 1=1 I I=' Bearing wall, Versa -Lam LVL or N.T.S. III =T�I = T�—I I�—I I �� i_J Glulam Beam ® 1T-I_�,I I I ITI Im �(I— —TI I, , II I II � N-1Z ' 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 1,7777 * ■ • , ;:7-7 • 6/ A 1Y2" ROUND HOLE MAY J 6'TC BE CUT ANYWHERE IN ANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. 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. 1Y" 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 1Y2" 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. Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. �l 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements q 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEM—' SEE PLAN FOR—,-'�• 4 . • FOUNDATION INFO ' ' d' STEM FOUNDATION GRADE a REINF. SEE PLAN /A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE e1 1 °I • c ° 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 Gt C .° °Q. — -' ° °o G a a T (iT jjT�— a Q a ° Q ° d �jF�7_M= SEE FND. PLN. SIZE & REINF. c•a CV - O N o d� N LLJ > O:E ` O Q V G C ED c� C ccV !V -vma•c % O t N N y O J � J✓ d >E.r� N u w d 3 d d �.—tea, H .>a c E ev o a � f CJ o= • c / V F L U• f .YOF\\\�\\\ 7001 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 seat. W E 8 IN M 0 LL LL li Z 0?' �LLLL ro `� o W C. `', O' LL In ce) OU ZN W ti 011 Z N z z Q � a � N z CD (1) W w g V) ' � 8 x U c co Q N W so O �9 tt z U_ B E s o x > ie E U _ C E a� so Z L O 03 C C °z ZF Z 4) J c 00b a w �z 3 0� W °� W m �� 0 ^' W L Co CM N a N Q Cr 8 . I..v7 O L 0 co CD c c0 N m O N � r Q N N T E CO o Z tEo z E M H r" c c A E U � :? Q p c JOB NO: 23-00515 SCALE : AS NOTED SHEET NO. SN 1 I I 1 11 i III IT i1T''I T111111 I W Q PM t0 rn CAD LO M t2 8 I N :v C 0 3 M O E E e 0 E 0 J ti N N N CD N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (T (TYP.) VARIES INS 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 V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 'FOR UNDERLAYMENT @16" O.C. W/ (2) 16d TOENAILS T & B 10'-0" (R302.11) ------ 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 3 1/4"TAPCONS @ 24" O/C & •� HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) 411- WWF OR FIBERMESH MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO e �— BE IN ACCORDANCE w/ ASTM-I- . _- I p .° I 4 D7158-CLASS G or H, or ASTM D3161-CLASS F, IN I I -I I- I- o WOW ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDINGCODE dip 7TH EDITION (2020) � -1 1 RESIDENTIAL 8„ ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR �^ SHEATHING AND FASTENERS I WALL w/ OUT UPLIFT f GG ELEV. VARIES4jL I SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" k S3 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS • 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 11 NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c E00 Cn 6 MIL VAPOR > -- z BARRIER I , 4 D c D • COMP. SOIL. ° (COMPACTED TO 95%- MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" ON 3" CHAIRS TYP. (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D.RECESS � M .: .. .: ;'. 4 00 -, SEE A/S3 OR J/S6 r FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x4 CONT----' I I GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" fM 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF „ 1/2 '--TRUSS BOTTOM CHORD OR 2x4 #2 SPF s „ „ „ (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS 5/8 OR HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12„ O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. - - SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"00/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD SIMILAR AT FOUNDATION ONLY 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. V-0" (ALT: 1/2"xl 2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F-.. O.C. OR 5/8"x10' WEDGE ANCHOR x6W1.4xW1.4 INCLUDE THE WALL 6x6W1.4xW1.4 c7 @24"O .C.) 2�� WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH ELEV. 4-3 1/2" z �31/2" MIN. �31/2" MIN. O A.F.F. OILL o _ ° 1/2"(min.)-4" - T 1/2"(min.)-4" — Ir ill 11 L, a Ildll Illlia�lll. I A11=?',�1'`-911 II'�11 11=�11=11= � �11 Il�ll I II 11� • �' II;� III II=11�11. • II II II II II, 11 • UAL • �� TYPICAL BEARING WALL @ STEP 7 "SHEAR WALL" SCALE: r � r 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ �M`yM5 NVOJ LOAD BEARING OR INSULATION PER FBC AND ENERGY \ ,/ 1C N 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / ` INTERVALS NOT EXCEEDING 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY °� APPLICATION NOTE: 10'-0" (R302.11) v #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'4" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 5/8"" x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" @ METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ 10 10d NAILS EA. STUD ( ) @ 2x P.T. PLATE O.C. W/ 7" EMBEDMENT MIN. SHEAR ( *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE zo" MIN. LAP [24"MIN, LAP] #5 REINFORCING J SPACE ANCHOR 3500#, MIN. TENSION 2600#) _ w/ 10 10d NAILS ( ) - `" FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N r _ NP 2x P.T. PLATE ASSUMED FINISHED c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR END OF 2" x PLATE WWF OR FIBERMESH '- E e ° ° 41 > > GRADE �„ s . -> , • GRADE 40 MIN. F = 40ksi aJ #3 & #4 LAP SPLICE y- MONO OR STEMWALL p G M o o _z FINISH GRADE °O 25"MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] rn x g _ ■ D °' - r 4 FOOTING MONO SHOWN x LU o FOR CLARITY O° 6 MIL VAPOR BARRIER ;. ° - R 1 7/8" U ° z _ - #5 REINFORCING BAR • � #5 LAP SPLICE (2) #5� CONT. - NOTE: `FOR BEARING WALL � . COMP. SOIL. (COMPACTED TO - ° - 36"MIN. LAP [36" MIN. LAP] ON 3 CHAIRS 8 1-4 8 W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM RI4 M 10" (TYP') - D1557) 1'-4 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD�� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL UPLIFT rG w/ SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION.�,S3,/)S3 SCALE: 3/4"=V-0" S3 SCALE: N.T.S. SCALE: 3/4"=V-0" 6x6W1.4xW1.4 OR FIBER11ESH GRADE ll ll'-- Il ll if 11-. I 1=1111. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E :r (V M M 4 _ z �. 4„ °P r SEE A/S3 OR J/S6FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALA� — ' • ' a INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � A oQ •E c r N 17T_ - M 6 MIL VAPOR _ BARRIER - SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " • „ CONNECTION INFO ` ° SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN c ° a• °F59 ° M (2) HTS20 FOR STRUCTURAL r BEAM SIZE & N c CONNECTION INFO Cl) • . d • 244 P.T. 2x4 #2 SYP P.T. FRAMING w/ lo PLATE 7n6• MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. W SCHEDULE OPTION #1 E ¢ SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION a SEE PLAN FOR STRUCTURAL > SLAB INFORMATION. :� w COLUMN SIZE AND BASE s w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0° S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS � MASONRY WALL AND GARAGE COLUMN TO PORCH SILL '��;;`; AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. IATTACHMENTS IEXTEND FILL CELLS _ TO FOUNDATION PAD r INSULATION PER CHART z 0 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w � SIZE VARIES PER PLAN �, CONT. BEAD SEALANT ¢ w/ MIN. (2) #5 VERTICALS z GRAD 2 € > FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 % W SIZE AND REINFORCEMENT) C7Uj • '- WWF OR FIBERMESH �, w oLU v ° BRICK PAVERS or SLAB PER 00 o V' _ • • • • Z z d 0'-0" FIN. FLR. COMMUNITY SPECS ILL �q w -IF FOOTING -' BEYOND ; ti' . ,•.'._.;,•:. PAD REINFORCEMENT 3" MIN. CLEARANCE v, '� �• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH 4" CONC. PAD INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON -BRIG. K TAPERED COLUMN FRAMING 613112 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" S3 SCALE: 3l,"=1'-0" SCALE: N.T.S. S3 !V O N 0 as � W a� CS C l0 W N •- 90 v C I.L d Q yNa� a eti Y = 3 m m a u a� cl 4 � VCI CIWI ,• ��. To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. l- v� d � o LoON N 0 a• J T X Z12 CD 0 aC I W 82pjOi m U.cn 2 d G IL Z N OU W O L z Q v1 z (o w V C) - � 0 w V) c w wig x U oc z M C`•J i O p �a -0 ,m s z® U FT ry C F� V %U, nd 3° Z 4~ 06 Z ro J $ N ab 8 � g as W m u, w MG ED ED �_ w� ala a� U 7i LaL J CO _ N a LO Q g N a L LOCY)O � Y CD N CDL(� M T Q T G�1 2` o 0 W j to r E M C 0- E � a o JOB NO : 23-00515 SCALE : AS NOTED SHEET NO. S3 (MONO) �F I__�'11111�R�Imi1A, W Ml Q 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) -� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/81, 8" SOLID AREAS ARE ❑ 7 5/81, 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR � ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES\-2x BOTTOM PLATE W/(1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (np) 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)12dINTO 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 * 4 STUD W/ (3)10d NAILS ;+ CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING ---�' FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C AMAXfW/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5. 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. Ct TO DRAIN DOOR OPENING -- —DOOR OPENING --- ❑ EXTERIOR ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J �I � • • • �I � -- - '� ■� III __ W ■ III ��1_. ' ■ I'i ■ NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q 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. G S4 WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J s T— W T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET i GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR - MOUNTING BASE DETAIL SCALE: N.T.S. 4 G C BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR 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. 96 3/8" 8 71" 58" 41" 34" 6 3/4" 10" 31/2"- T,yy� SF4 A 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYR DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -CL 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 VVVII 11\rlV1\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'_ 4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) 3 (2) (2) (1) LSTA30 9' -16' (3) 4 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (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)1Old x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op 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. SL� 3E SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. C� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LBLOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD i a I. 2x TOP PLATE V' V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 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 . 48, SPLICE STAGGERED ' MAN �10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ (4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 NII P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND KISS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) > (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT OXIED A.T.R. I&NUT JXIED A.T.R. I & NUT ROOF TRUSS ABOVE F 2X BLOCKING 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C SP4 SP2 SIMPSON SP4 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON RECESS SIMPSON SP4 LINTEL -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" izo (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. (2) PER BOTTOM - 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. S4 C. c N a� •o O W C IV rJ N -�m>< C &A- d N N O y d Q N Y CL W d c E � b C C1 Q V •_ � 3 � r du w c a ? C •L N G -b E ev c a u 1'J GG 41 rJF V, 'n T OF'ESS1ONP4`����. To the best of the Engineer's knowledge, Information and belief, the structural plena 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. a �8 A4 0 N ;�,� 0 a (n M R i LL 9, e W I Z _ 13 J U u_ a f0 c d 9 h N� 0 r, W LW z �C�m 2 N Z d ZN OU 0 W z J a ¢Ln M 7 'Fs N 0_ 'L Q) CPJ O cn V.M/` c J I� U c ¢ 9 t ti J � r � z �°o r�^ =0 a 0 E_� W�Qp X V ga&z Q U , zE <_ wo <a� ffiz off zCW � �b w �z o� W N � as O Cn <q ".S a isLin O M c� co co N CL IQ j N O Lid `.. ♦-+ 0 Y M (V m O Lo r Q N j r E M (p (D y T 0 M E a ci ¢ o JOB NO : 23-00515 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM1( W/ (4)1/4"xi 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 DETAIL--? (2)16d NAILS--\ 45° t 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (3) 10d & (2)1Od TOE NAILS @ EA. END @ 48" O.C. 2x8 P.T. SILL vv cr 2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER NOTE: IF EMBEDDED STRAP MISSED VERTICAL SECTION j WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 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 MAX 91, BACKNAIL w/ (2)16d NAILS BACKNAIL w/ 2 16d NAILS UNSUPPORTED, ( ) SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°t / SEE STRUCTURAL NOTES AND NAILING SCHEDULEFOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'4" O/C. EXTEND AT LEAST 90% OF , "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH ATIr- ' AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) LENGTH (SEE TABLE) RIDGE FASTENED AT GABLE TRUSS EACH JOINT w/ (3)1 Od & SIMPSON H2.5A w/ (10) 8d FROM LEDGER TO 1/2"CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 1Od GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 74" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d 2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS @ �� FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1 Od & (2)1 Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-l" OR 2x FRAME WALL (SEE WALL SHORTER) i�S< SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF -\ W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. \NAILS • AND 1211 O.C. FIELD END TYP. TOP & BOTTOM ATTACHED N N, (2) 16d NAILS W/ (2)16d TOENAILS 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. I WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING FASTEN WITH SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO II SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1Odx3" @ 4" O/C O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS 10dx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH TRUSS VERTICAL WEB (24" GABLE WEB SECTION O.C. MAX) w/ MIN. 4" 2 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Sj 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR �, co — AND TOP SEE STRUCTURAL CHORD CHORD BLOCKING N NOTES AND NAILING INFORMATION `� `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS WOOD TRUSSES " � s0 2"x4"CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 & ( TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA @ EA. END NAILS AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ 1 ROW () () (3) 2" x 4" LAMINATIONS W/ (1) ROW " (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D - 0.148 , L - 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2) OR EQUAL FIRST 4 () ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 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 SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (0'8 ADDITIONAL INFORMATION. SCALE: N.T.S. SCJ IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL r (2)16d NA (2)16d PER JOINT .,--- -- 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 VVI.1 �J L.l11\II\l.A GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4'T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE NAILATSIMPSONSP2 w/ (12 ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 55 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 -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO TES JACK TRUSS BLOCKING & (4)1/4"X2 3/4" <<s}SEE PLAN FOR TITEN TO CMU Ate, CONNECTION 2x47' ON TOP OF PANEL-j I [l BLOCKING, FASTEN WITH L_._ 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS LL SECTION rg SCALE: N.T.S. CJ'S 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) BRACING w/(3) 10dx 3" AT I = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT, WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S5 ADDITIONAL INFORMATION, "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.O.) L BRACE 2�x6" (U.N.O.) L BRACE 24" 010" - 3'4" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" 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.) `CONT. 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 11'-0" MAX. pS- CORNERJACK Uj Uj Z " HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4'T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x81,1" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 "X" BRACE SEE DET. J/S5 1 r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 14164 r�� I m ploNIIIIIIIIII NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED 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 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-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 M N 0 N to Q N o .� C� Or U cam- c M1•m _ x u- C 0. N (O C h N -p !V L N p J 61 Q N Y 3= d da�01 >r� CD a t 3 N c G] = �- H s =R O a u 4J�`). o - F L 0 •....... ,,. fi>tSS1Ot, 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, a a r C`-1 0 A a M V 9U.� Z 0 U. Lu ni -ern a Ot 5 @o 0 WW iMrM du IL d zOrn N Uz U W ❑o z z z o V J- N �- z o LL a--rQ) � V � —� O Ul 11 T Q see IJL E zo 3� �� Zr }^ 4ry C, U i �® O a t— fp f u �` ) o oa z T' I- W8 QJ C/7 M S_ $z Sa U f0 O Z z m J ao �w rz o U m LL r� M $ 151 .0O � LO O � m U L Co LOCL M N LO Q Cr g N M N 4-0 O L O ILL. co 04 m O) O Lo T` Q N N r E f0 c (n 7 y f/1 T 0 z E M € d o U Q p JOB NO: 23-00515 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C J,/ CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUIL AREAS. FLOOR SYSTEM ER\ N I .:• 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS 1/2" GYP WB —' INSTALLATION PER CHART ON FLOOR PLAN J "BAND SHEATHING TO BOTTOM OF T TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY E —!_ \ q 6x6 W1.4xW1.4 �7�_11 a • : • WWF OR FIBERMESH 11J I�� _ • _ �, UNDERLAYMENT REQUIREMENTS SEE R905.1.1 ::FOR ENGINEERED WOOD TRUSS @ 24" O.C. MAX. �-PRE HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER J PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO e = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD �� LAYER 1/8" THICK. LLI LL1 INSULATION PER CHART ON FLOOR PLAN rB R ETAL SEAT OR FELT PAPER FOR MOISTURE JBARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC, KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL a- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE GRADE II ' "�TTTJ1 "—STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR ' (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP W/(8) 10dx 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION, SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS "END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. _�A "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING ITTO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED °O FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS 00 SEE FRAMING WEEP SCREED o z_ T PLAN "' INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1" 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUSIc ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32" OSB II ^ F_ EXPOSURE SHEATHING PROVIDEtII II BLOCKING AS REQUIRED PERII D w O SECTION X-X IF II _ NOT FULL Cn HEIGHT SHEETII II 0 II II �I = G FLOOR SYST M (2)- 2x TOP PLATE f BEYOND 1 T�— T-1 II 15/37' OSB F I I EXPOSURE 1 SHEATHING II II II 2 SOLID 2x III G III II II II BLOCKINGSHEATHING ALL G EDGES (SEE III OPENING I N -X III C III x II II RW II III x E _ 2x STUDS III III II II II BEYOND. SEE PLAN o IIII I I II IIII II II I I O II —IILI 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" JC6 3rB" SPACIN FOR ADDITIONAL INFORMATION. 3/4" • 1/2" PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY f� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. (8)1Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE. 1 1/2 -1-0 S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE — 4 k-_ - . . . q tl� .v SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH L E - -- - -- -. A q:. (D • , -�%.. (3) #5 CONT. ON 3" 8" I 1'-8" 1 8�� I CLEARANCEMIN. INTERIOR 2-STORY FRAME SECTIONrS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) AFNi,IRl0, WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM X" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ye". z _ OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL _ @ NAIL OPENING PERIMETER w/ (2) ROWS (M 4- O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. of @ STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL wLL P O O PLYWOOD SPLICES C HEADER - NAIL SHEATHING TO HEADER o$ w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP 8 BOTT. Cn r j O'n m LL 7� I';to~ @ (2) 8d NAILS Q 3" O.C. TO EACH TRUSS END OR @ VERTICAL O O MEMBER IF GABLE END x " NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTAU*---\ @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. s SLAB W/ 6x6 W1.4xW1.4 p WWF OR FIBERMESH -1 11-1 I I-1 I I 1'4- TIIIII1II-1 I-T (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" M S6 Bd NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/7 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 2 1 2 (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' 1 (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE T ;IIII; I' W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 N 0 N U7 !V c 0 ICE �= as o W ZE i te u at'- o o ro v cti co k �- '•t oa Ca. w C" as o � u . 3 3 T r. Lb 'W' d c � a v o` w �t 1 ? ✓/ ` r r L r-, ./7fiESS1(31A �NN \ To the best of the Engineers knowledge, information and belief, the structural plans and spedgcations contained within these drawings comply with the 2020 Florida Building Code - Residentiel 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. JF ama g v " � Ewr a N N O-- S J 0 - LL Wq 13 U_ a. oZn0" r-29 o Tm W = 40r = UULLW� O W ❑ ❑ CD z z g ID Qiz � tl N V^)' - N M z o W Q) Orr., N c m w ON� — E $ _ M J :j N g{Z 2 U_ E z o Y o E: U wLL z ao ow F— roo �O S«a Z CID ro ° 0 WS C Q O w 0 ra C ga Y U w z¢ z�. m J 7 4 a Y Qw � 2 $ CIO a O V �W W =I< o �0 �Lo J L_ Ln co N0•00—% Lin Q g N m N Fes- o LC% 4-.� ILL M N m Qi O N Ltd r Q N N z O zE E M N 2 c a L) a3 ¢ o JOB NO: 23-00515 SCALE : AS NOTED SHEET NO. S6 (MONO) ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTCH — INTO STRINGER H D --2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: " = 1'-0" E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON '— OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER / 2x12 TREAD GLUED AND NAILED 2x� I D FT P 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT \ / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: ill= 1'-0" JOIST 17111r SYP 2x8 SYP STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH / STRINGER J-A 1-1 ALIGN THIS STUD WITH FACE OF 2ND RISER - T 'I �T -� 1\ '-� / —Lx SYP CUT TO FIT 1 IWo BEARS IN WALL I --2x12 SYP BEARS IN WALLI B '---2x6 SYP I 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" / / / \ NAILS) / 2x4 CUT ON BEVEL If \ DOES NOT BEAR IN WALL GLUED TO 2x8 F 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 3/4" RISER CUT TO FIT STRINGER 7-7 MAINTAIN BETWEEN J" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 10 2x4 BEHIND RISER / BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP NOT OUCDRYWALL MUST RINGERS / --2x4 BLOCKING FOR 2x12 / 2x4 PT UNDER 2x12 C I I ROVIDE MOISTURE \ PROTECTION / L7ATTACH ALL COMPONENTSSTAIR TO CONC. W/ J" XTAPCONS @ MAX. 32" O.C. ' —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/J" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / SECTION VIEW "A" SECTION VIEW "Bit SCALE: 1" = T-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING _ \ SECTION VIEW licit SCALE: 1" = 1'-0" 1 / TOP OF ' STRINGER / TREAD 1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO 2x4 DRAFT GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK STOP PER CONTRACTOR PROVIDE 2x8 SYP DRYWALL STOP \ �/ BLOCKING / 2x SYP CUT TO FIT I MUST NOT TOUCH 1 STRINGERS ' I BEARS IN WALL ' I 2x12 SYP BEAR I � EI 2x4 BLOCKING FOR 2x12 SIMPSON A35 \ ❑ 2X8 BLOCKING IN WALL 1 2x4 PT UNDER 2x12 OR LSC EACH FOR NEWEL POST 1 STRINGER TO ANCHOR TO. 2x6 SYP ` \ IN, (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) SIMPSON A35 ORXT 2x4 SYP BLOCKING FOR STRAP OPTION: 2X4 CUT ON OPLYWOOD BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE LSC EACH STRINGER 2x4 PT NOTCHED INTO STRINGER \ (SIMPSON MTS12 w/ BEVEL GLUED AND NAILED TO SUPPORT 1 LVL R 1 j" 2 X 12 BLOCKS, GLUED AND FLOOR / (14) 10d x 1 1/2" W/ SIMPSON H3 ATTACHED /12d NAILS NAILED TO JOIST. TRUSSES AND NAILED TO FLOOR WITH GLU NAILS) 6" O.C. TOP, BOTTOM 2x4 CUT ON BEVEL / AT STRINGER CONTACT POINTS \ / AND VERT. DOES NOT BEAR IN WALL -'� / NEWEL POST SECTION VIEW "D" SECTION VIEW "Eli SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL -----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" RINGER 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC I/ 1 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS SCALE: 1" = V-0" L2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS ALUED AND NAILED TO STRINGER i FOR DRYWALL SPACING H E SECTION VIEW SCALE: 4" = 1'-0" -3/4 PLYWC ON DECK `-2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 I \ DRYWALL STOP NOT SHOWN F SECTION VIEW SCALE:" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H II/ 2X BLLOCKING 2X STRING6 PSON MTS12 w/ ' 10d x 1 1/2" AILS \AD OR AD2X BLOC/KING RIS8e VARIE / ECTION VIEW "Hit SCALE: 1 = 1-0 era N e= CV Ln CV Q a, -o W o.c c Lj n b c m w M m �o ac can. • w o c CD w c a E t c •o u w C b a, } CA: •� v� a � E �O o a w `o w 'vji-` a. 4 . 014 °//artslsllf°qqs�°�� To the best of the Engineer's knowledge, Information and belief, the structural plans and spedficabons contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W _ W �8 o N cb uQ oo B C : oo e) � C14 a =MLL LL W Z 0Ncp O Wt°n�pjO' m ILz � Nj < N O U = Vvi W ❑❑ z (D Q to z v Cz 0 8 �4-j N el O w YZC-- w m ® ~ E v 0 o z IJi EO0 o za r�� E Vi 0 ❑a o o< Uo U °< zQ� F- i <o o �o �� �. C4 �o 0� zr z ib Q% J x� N " Q W % z d W m j a a� o �z w¢a ax >n >� J 0 rn B rC L co N00 o LO Q CT ° N CL U) a N F-- }+ m o LO �+LL 0 rlk% -lid M 0) Lo O N r Q N N E c CO '� z f0 z 7 t/j f E M a `° C d U 0 Q p JOB NO: 23-00515 SCALE : AS NOTED SHEET NO. ST sue ~c W I i Q 2 19 R M N 3 t2 N N B 3 iV-• M 0 i E i•� E S O 01 a) 0 Z co ff i c cz N N N zz- S a N N N 0 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN911 P.T. r 1x4 E X 4 FURRING 7t\l 3-1/4" LONG X 3/16"0 E FU L FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 LL BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2"EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2�1 DETAIL 1 xa w/ (2) Rows 8a NAILS 3" DETAIL 1 x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM DOOR JAMB (REFER 1x4 P.T. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN 1/2" DRYWALL EACH END W/MIN TO PRODUCT 1x4 DOOR JAMB (REFER APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16" TO PRODUCT 2" EDGE DIST. ( ) APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" F] O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DFTAIL 2 1/4" DFTAIL STAGGERED@12"0.C. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR —WINDOW ROUGH OPENINGSf CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW, INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX iSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2,-0" SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO K.) 2--0- BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACES) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS - AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. 1x4 FURR PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK (1 1�:711 v/1 i5^ NOTCH WEB AT FIRST 2 COURSI L_� ,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 wl (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'Y," 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 2X6 TO NAILS / 2X6 TO 2X4 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING, INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —/ IF TRUSSES USED) W/ (2) #6 X 4'Y," WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID n MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" ► ► e. n J�— GRADE ►, p . ► "'TT� CV e cM P . z r►. • (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" L FILLED CELL PER FOUNDATION PLAN ,R YP.) fHE S UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 1� �. #5 REBAR (TYP,) ♦1♦ 1♦ 1♦ 1♦ 90° HOOK (TYP.) 1♦ SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE —r--- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, DIA. 24" O.C. FASTENED PER I @ NOTE 2 BELOW I Y L 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 SF01 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.* / 2xOIt + + + + + + + + + + 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 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. 4FAlo (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING + BLOCKING AS +44V REQUIRED TO + + + SUPPORT SOFFIT IT SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT F 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: %ram - RFF CHFFT M AWn z O 0 W U B @ FIRST COURSE 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO NAILEDAND OMMONIED2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. DGES AND O.C. @L O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. L OVERHAN 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 r-0rr 51-011 k► ! '4p• • ' ! #5 BAR p ► • , CENTERED W/ ... • �► IN TOP 4 • d KNOCKOUT / N • CHAIR BLOCK MONO FOOTING .► ,. SIZE AND REINF. PER PLAN •• AND SECTION DETAILS CLEAN FILL .► • • • DIRT is Z •: ' STANDARD 4 90' HOOK c14 #5 BAR IN FILLED CELL • �, , , STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4 x5 MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. N FILLED CELL DRILL 3/4"x5" 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. M CV 0 c1 Ili'! CM a -cr Q a w o s na-o ci g p 90 c.) Q v m >c c 4- o. 'n f0 O Y 3 _, m _ w E ff 3 C d c �o 0 a � `o 0 \1ii��:seil tl.ra. � 0 O` 1• F L L� ' 4�, xr�0 1111,111 To the best of the Engineer's knowledge, information and belief, the structural plans and speciflcabons contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W11- E it o - 8 co 0 N nN0 LL CLL" �MLLLLC -J T 13 o- a ZT, Z(vO iLuV _ W rnZM rnRIJ�iv W MOUZ Jo� CQ W p 1 s �M , VLnnLLIz! as o LLz E V�oN 00LL13 0�a o�az gQ ZpE o 0 _� Z .I w o am < rz <, 3 `? o <o dzo OW r=C I.J v z zla C $ q > Ln _I 0 11 o) 2 M c� L_ CO Co N a Ln Q � � g N 100 M co4-0 .0 Cal m O /0 V/ O N Lo f Q N T E f CD z E M y •— LD M a E ?3 U � Q p JOB NO : 23-00515 SCALE : AS NOTED SHEET NO. SS 7 7 7 7 7 7 7 CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. 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. pg 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 PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM ,k 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER JACK USSr HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR __T PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND -----_--= SLAB 1 1/2„ (2) #5's CONT. T&B w/ 4 #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH 7 FOUNDATION PLAN EXCEEDS 30" �DE • C14� V-4" 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY STOP COURSE TO INTEGRATE MASONRY ABOVE MASONRY _ —J BE CHAIR BLOCKS. KNEEWALL INTO CMU BASE OR PIER SEE FLOOR ENTIRE BASE TO MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN BE FILLED SOLID REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 1 1 1 1 w/ (1) #5 CONT. FILLED CELL VERTICAL EACH 1 1 REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 1 1 0 1 I MAX 3 SOLID. SEE ELEV. j j Q IL w w 1 �T--- — �I ------- j---- 1 11 j I I 1 I 1 1 1 1 COURSE FOR BASE SIZE (3) #5's EA. WAY 1 1 .- — — — — — — 8 SLAB PORCH SLAB SEE Ak LEVEL FOUNDATION PLAN 2) #5' CONT T&B w/ -' z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATERL 1'-4" KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON LSTA18 A -A ALTERNATE BLOCKING w/(12)10dNAILS-`-"`-"-�I--------- SEE PLAN CENTERED AT I I SIMPSON HUC410 w/ (14) I FOR CANT 16d INTO HEADER & (6) I I I DETAIL @INTERIOR BEARING SPLIT TO TIE I I I I 10d INTO BEAM - SEE 3 BEAMS TOGETHER I I I I I I I ROOF PLAN FOR MORE I I I INFO WOOD TRUSS SCALE: N.T.S. I I I I I I SEE FLOOR PLAN FOR I A COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE PROVIDE BLOCKING AT ALL TRUSS BEARING SEE FLOOR PLAN I CONNECTION INFO I I ___ ___ REQ'D ONLY WHEN TYP. WOOD TRUSS BLOCKING DETAIL SUPPORT WHERE TRUSS DEPTH EXCEEDS FOR COLUMN SIZE L-_- _ _ _J I I I INDICATED ON BM. SCALE: N.T.S. STANDARD HEEL HEIGHT & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE L_ SEE FLOOR PLAN OR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULE/PLAN M OPTION B CONNECTION INFO OPTION C TIF/—EXTERIORSHEATHING COMMON BM. TO POST ATTACHMENT -- PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" (2) #5's CONT. T&B w/ 4° #3 STIRRUPS AT 4'-0" , WHEN DEPTH EXCEEDS 30" GRADE �� PORCH SILL 15 SCALE: N.T.S. SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2" ,k` •. 0- 4" PORCH SLAB SEE a N FOUNDATION PLAN IJj (� Z (2) #5's CONT. T&B w W/ #3 STIRRUPS AT 04 _ 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB L1,4„ SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22� SCALE: N.T.S. SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER --SEE FOUNDATION 1�'f PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. 1 `.../ BM. SPLICE OVER CENTER OF POST SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL T� SCALE: N.T.S. 2X4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = V-0" Y2" CDX PLYWOOD OR %6" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES ----� COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ OP WALL EE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2, J-BOLT OR Y2" TITEN HD SEE PLAN MAX. ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT 24" STEPS 41 e -X-- Xd,..a-dX a .'X . SEE PLAN FOR OPT. — ° STAIR INFO. IF A. CONCRETE STAIRS 4 FORMED &POURED 4. A MAIN HOUSE W/ (1) #5 EACH STEP SLAB 4 ti A. (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH ° 4 - 4. ° EXCEEDS 30" GARAGE OR LOWER SLAB a SEE PLAN ° 1 r�r7 SECTION GARAGE MONO 21 SCALE: N.T.S. c luc� = O Z7 dLW :P" W 4 � ✓ O a Ca.�— o =ccmi =tea N <C O r- N y G cc Q N ]r: N } o x d d r�•Q� N 20 0— U P p . •!C, , •�M �C �✓ F� ✓OF � a F .0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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 Ii- A 6 V N r C —�j g� -� N A N �;Mg .4 C LL J W J LL LL a a 4 Z ffi-6 rn 4 i , ' W rR�OiO7 m � "Zak Z d c6 g W ❑ ❑ Cn z z J N Z m QA%.��N W 1 U 0 W o N Ln r� M six z _R Q �m o cc M Z= a E a� ® 18 X U20 E a� 0M z ro I- �i s Wz = _ <p '0 z =�QLL �z 8 gf 58 H �5 4 .52 O 12 U-) J m CO Ito c _ N 0.LO a� Cr 8 N � N ~ +-+ o L0 O U Y (0 m o 0) Lo O N w Q N N T z co T T M o m E N E Iv :3 •• C a ' U q p JOB NO: 23-00515 SCALE : AS NOTED SHEET NO. D1 -------------------------------------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING . IS INSTALLED). SEE Q/S4 FOR JAMB STUD REQ'D TYP­7 SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS-, G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. (2) 2x HEADER SEE PLAN LJ 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. F I TYP D 6" OSIMPSON LSTA24 w/(18) 10d NAILS P. 2- 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d j NAILS TO STUDS ABOVE & (11) 10d 41 NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS G OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" I.' 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 KNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP f=17. (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS g O INTERIOR HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 2x HEADER EXTERIOR HEADERS SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER 2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH A SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j' FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP. GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL Q BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD ' JOIST SEE PLAN 8d NAILS @ 3" O.C. � WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER 2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIDE U.N.O. ON PLAN - 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. /i- SEE PLAN FOR CONN. GIRDER/COL. CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. EE PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) COL. SIZE 1 (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE i ___ SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ ,.. MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 6 2 STORY COL. @ GIRDER j I SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS ' FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 1 SYSTEM 42 SCALE: N.T.S. 2x4 STUDS PER PLAN PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 7 (1) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" 10d NAILS BENT OVER TOP PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END _MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.C. SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN. @ 2nd FLOOR/`*4 SCALE: N.T.S. DOUBLE 2x4 TOP PLATE 2 WS10d@ 3 0/ A krF N A TOP SPLICE M�ti A 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUTS DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" - \ O.C. TYP T & B - (2) 2 x #2 SYP U.N.O. 1 2 x CONT. T & B 2x CRIPPLES TO MATCHJACK STUDS BELOW (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION - SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION — SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 �\ WALL) @ 24" O.C. I BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE -NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) = s J ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS /-(2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN �- F HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. i' c C tt e^'j > u.r Oi L O sr- a C f0 C 7 N m -•o x N "G O t d C-4 Y � 3 3 =•°'mod •'`dam© E o d U 0 . ; NSE.6 , v i •••• FLO .••' .� 0 �E S S I c) To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) a gC g a.D c r iK y� y N O '�gg' •k , s = J 52 LLJ cq t1v. a � Z� o W mCc tR CP W IL � MZ d 0 0 N Ct U N W ❑ ❑ CD � z z S a v� z �o 4-J L 1.0 r.L OI^ w g �v / L N N � 3 U r— a z� U °� • _ ti M c"� i � O z w Z a g 1J1- E S � 0 B zo E p Uo pz z t kg w� CO=3 ro . C v $O $ Q m g= Zzo J� irk W T Z N m � aE Y J w� ¢� v % °zIa C O = > Lo c� =) N a LO Q S CrCN N p U) a-+LL o N a'i O N Lo z E M E v C c FL v � ¢ o JOB NO: 23-00515 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TI WINDOW BUCK ALL THE WAY AROUND. INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure' resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asRinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary r�wnuw SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD VINYL SHOWER PAN ' "> WEATHER VE BARRIER & i.ARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING go WEATHER RESISTIVE BARRIER MEMO SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION-A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E 4M SELF-ADHEF (D V-4" PER PLAN SELF ADHERED FLASHING OUTSIDE CORNER UJ > Q Z a- 1 " a w w fn 0 Lu w U = w 1- Ix w o U) DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 8 2 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD IERED FLASHING FLASHING 1 2 4 5 I � II �I I I I I F-==--------------- .iv PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied -------------- - horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF ADHERED FLASHING --,,",,applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with ter• (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 RELDH SIIVEASSHOEASE PAPER TO WN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 <: manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING �' INSIDE CORNER LI 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SHOWER SEAT SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER- - - SELF FURRING (SF) LATH.. PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS Ct«�Z STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB f li I BOND BREAK WRB I , I SF LATH I ry I I; I 1=------ I I ° I W -I _---__---_ ER STOP� NUOUS BACKER ROD LANT NTITIOUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster ......:.. . WIN • Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C !V A+C1 0 a� =o a E�� a� o c A C.., r C V" L3. •n <C O •. N y N t Q � N m CL E - c C, aQ1a U 3 'ate•-� o. to = E R O a� 0 eM 0 CV C2 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W V (a 0 y 6 N .. 2 rn 9 W rn N � di a M � C J U. Lu U_ z q LL G. a 0 W ? o � r, �j'ia,rn WZ IL N Z d Z N OU U W ❑❑ C7 v 7 � jydQQGt z Q a � ^V)1 - PI z b0 � o W V � a W_ O w g Ln RIM c w Nod r a •> U_ o� 1.1_ E E ZZ c V oU t� E 7Qi� �a °` MZ Z �o aw C� ��Z �8� o10 f Z Z g 3 of �o CIO o� sZ W mO 6E z U M v a Ov zl°d 3 e� > Lo J 0 i cc 0 (0 co Lo M ,-� CV a N Q o J '^ CN -1 O LO ..� O LL � Y CD m 0) O N Lo r Q N (� r E CO z° Z E CYi r m `m C a. E U a ui Q 0 JOB ' NO . 23-00515 SCALE : AS NOTED SHEET NO. WP1 HURR/C,4NE Mounting Brackets +10 Gauger 4V2" x 4112' x 2-12" See Anchor Schedule Bolts 112" Dia. A325 Galy. IT7W) o 9 g T, w 14 Self -Chilling Scrcw3 A/C Ur Bottum Edge e Hurflcdne Strap (Typical: 3 in front) Front Cross Support (May be cut to W) Left Bracket 0 6 Gauge) g 14 Self-ariling Screws Tltru Brackets A Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) 1 a3fsFy Washers SeH-LDcking Nuts Jt-ln msiAlatatln intact uns- innvnW Yule -it HWsllataa An bract. F�ha�a� Raiaod Sd IhswtaM ovoll" capon nqw w (a�diteMal fact will apply) Back Cross Support (May he cut to W) Right Bracket (16 Gauge) Florida Department of Business & Professional Requisition Page l or1 Building Codes and Standards 12na ml Product Approval Application Detail 2W anit.a Re an on* PonifiOa gate Sipe VNNMI MWMWAUf* canal e0i0!lfALkma! Vidd t silk ZMW" I&amleee FSC Aoorovr Ao,,-9 sinus. Ammialbe 2020 &..it Vent Pradiaxs, Inc Mohan! Graham Harmedr Naero p.E. Laos. BerOm P.E 12M812020 12AW020 1226/2020 Approved Csiegaya Structural ComporkMs (877) 441.0366 PE-73776 (334) 300-1800 SWCnegary: Products Introduced as a Result or Info@smennnteam New T a moday Csmpliah.e Method Eves wb. Report earn a Florida Raplsbfod Architect Or a Um"al Florida Professional Engineer OL-11LY Assurance Amr vas Aasro OLI $9a1iA.�.D co[IM!.Er In SWISS, P---- 1 amerlVml MPo.I M5463101 Dust Function Flood and VOrti vent12l312023 Y. Y. NIA IW 1OO 2 m amoWV.Modal W 540611 Dust Function Flood and Verdt.don vent 12A12023 Yes Y. NIA •100I.ioo 3 SmartVhNd Made: e1540620 Insunted Flood Vard 12012023 Yes Yea NIA •100F100 4 ms anVMlMWsl e1540,521 InsulatedFloi.l Vem 12/312W Y., Y.e N/A +100.4100 5 am.0i Modal a1540.524 18tqud; Contra Door Flood Vern 12/512023 Yee Yes NIA N/A 6 9menVent Mode111540R70 VJmd Well In altted Flood vat 12012023 Yes Yu NIA +t00F100 7 Bme'lVrd Model.154o574 14.Stqud: Ganes Dad Flood Vant 12/312023 Yes Yes WA WA Florida Departmert of BLnlnes e & professional Regulation Budding Codes and Standards Product Approval Application DOW Paso I or I MarN21 rb',J,r'P`^L` K.�` �a n..+r,�0'M. r�/.._.��{��`v`C.BxI:.� un•Tt'rr� .s:GS.4rv1"�s_i��"r�n. iN�`Rr!«�1"rw�."'+i"��•�;��xY1rJ�l^11d �haCi F .f#x,*�:s. HM or. ttlu 2" DatePJndina 2ra MM VariantMmWaiuu[ G9da4 fainar iLiraoH valter.e er 1h5pim &am= fnLmawg AME Mae XAU ReMNon 2020 Drexel Metals Inc. Jason Shumate Zachary R. P6431 Locke SOWN P.E. 08MOV20 0810sr = Oe202020 1 W132020 AParoaad Category: Floating (502) 303-1111 PE-14021 (33413W-1900 SubCalegory: Will ROatnO nhumetetgaehmin cam Complkuce Mehod Eivalustan Report aMl a Florida Roo -red Anheacl or LMw Fee Florida Pro(ntlonal Enghear, LwtmmaLhakck 2MIO AMIEW 4paravadla Uat &movedfr line meat Dedo1 hgj h NdMOMI.Rnbrawms piropgnpyyyJpgea Contra ➢uDid, inlDDlt Cut" MM Resistant Pressure 1 Orersl Mbl WooMp 9yalena DMC IOONS, DMC 1508a, DMC 1756. DMC 2006. 12/312025 YM No N/A oFiari DMC 5V Florida Department of Business& Professional Regulation Pairs 2.14 Building Codes and Standards 12sr2ou Product Approval Application Detail ,3 xifit�'` f 4�, °'4i.�``.�rVA .r�.. n�rvk�v>n���kY"'�:�� ti;'�h"rYrr�� .._..Enthig .t3..�X .«•..*,.���R".'/.3'3:3�k�1t:1. Ka, QQa of 20 20 ,tie version Manuraaturar contact Endihear&Licenseyallmetl ay ni Validated &u ad F13C Approval v Status Revision 2020 Therrse-Tru Capot llon Steve Josperson Lyndon F. Schmidt RE Ryon Klnnpp P.E 00160021 1=1 r2020 0422/2021 OB/082021 Apprwed category: Exterior Doors (8M 843-MB PE-43400 (813) 767.6565 aulaCanall $winging Ext.Wor Door AsserNltes sldyter-H%ithermatu.m Compliance MG&s d: Evaluation Repodit- a in Fbrioa Registered Atchtect or a Uaenwd Florida professional Engineer FL>rQQhiaB4t6 Producla NuraborgrAlming QUalitWAnumpg8 BMWWLQRwd fmG contmltF�llat Anprot,sidferries Approvedforuse to J" HyH2 201921= apt imalan S1Yumc PtaIUM 1 a. T !!Flbs,41usk and Snodh-Star Nominal 68a�,6 4quotlmpact&quot Opaque 12l3112022 No Yu yet WA Composite Edge Fbwgloss Single Door (Inewing/bufewalg; X aonfigurspon) 2 b. Therma-Tru Flber-Classic and Smodh-Star Nominal ESA3S8 &quoklmpactagtot Opaque 12/312022 No Yet YM WA Composite Edge Fiberglass Single Door with Sidrite(s) (Inewingioutewing; XO. OXa OXO comigurallons) 3 c. Therma-Tru Fiber-Clessic and Smooth-Ster NominM 8&M 8 8quotlmpad6quot Opaque 121312022 No Yee Yea WA Composite Edge Fiterglau Double Door with or without Sidelites prlamlrgf0utewlnp: XX a OXXO 0anllgur9tono) 4 d. Themn-Tru Fiber -Classic and Smooth-Stwr Nominal .10#W,0 &quotlmpaot&quot Opaquo 1213112022 No Ya Yes WA Compoeta Edge Fillsrplau Skgle Door (InslwrWoutioung; X owillguraton). 5 a. Therm-Tru Fiber-Oessic and Smocth•Ster Nominal 6&NO%O &quotl nTbactSquok Opaque 120V2022 No Yes Yea WA Composite Edge FlIbieglau Single Door with Sidalta(s) QnaWm91OuttW eXO. OXer OXO COnfigun)tlons) 6 f. Thwrna-Tru Flber-Gads and Smooth -Scot Nominal B&N9g;0 &quoklrrpact6quot Opaque 12131r= No Yea Yu WA Composite Edge R berglass Double Door W th or wihout Sldelitas priewinwoutewing; XX or OxXO mnngurallons) T g. Thamla-Tru Fiber -Crisis and Smooth -Star Nominal 6&M39,B &quour pact8quot Glazed 12r3112022 NO Yea Yea WA Composite Edge Fiberglps Single Door (Im-910u1sweig: X coMiguntan) 8 In Thermo-Tru Fiber -Cass; and Smooth -Stir Nominal 8SAG01.,8 8queklnlpecffiquok Glwd 12r31r2022 No Yes Veal WA Composite Edge Fi berous Single Door with Sidelte(s) (In5W ne/Outewtng, XO, OXor OXO configuratons) 0 i Therma-Tru Fiberllusic and Smooth -Star Nominal 8&R3g;8 &quoklmpeat8hquat 0lued 12131r2022 No Yee Yee WA Compcete Edge Fibergl/u coup_ Ooo1r Wm or without Sldelitas 0rswing/OunwinO. XXa OXXO contlguretons) 10 1 Therma-Tru Fiber -Cher; and Smooth -Slur Nominal B&OW;O &quotlmpacthquot Glazed 12/312022 NO Yoe Yes N/A Composite Edge Fiberglass Single Door (Inswingloutinvi g; X mnfigunabon) 11 k. Therms-Tru Fiber-Ouslo and Smooth -Star Nominal 8&MSeO &quctlinpaol&quot Glazed 12t3l/2022 No Yee Yea WA Composite Edge Fl6erglge Single boor with aldaini (Inaving/outsWne XO. OXor OXO configun nonsI 12 1. Tharms-Tru Fiber-Clossue and Smooth -Sir Nominal 8&M3g;0 &qudrinpaaagUot Glued 12t3lr1022 No Yas Yea WA Composite Edge Flborgliss Double Door Wm or without Sidelinws 0rmwing/Outrinne XX or OXXO configurations) 13 m Therms-Tru Flber-Chsek and Smooth -Star Nominal 8&N30;8 &quatlmpaot8quot glazed Molded 12131r2022 No Yee Yes WA Open Composite E4 Flbarglau Sngle Door QnswirglOutawing: X configuration) 14 n Themes-7m Flber.CbWc and Smooth -Star Nominal 6&M3P,584uotlmpact&quot Glazed Molded 12J31r2M No Yea Yes WA Open Campo" Eoge Fiberol 5 Single Door with Glazed Molded Open Sldellte(a) (Inewbg/Dutowing: XO, OX Or OXO cordigusGons) 15 0. Themis.hu Flber.Clessic and Smooth.Ster Nominal S&M,8 4quoklmpact8,guet Glazed Molded 12r312022 NO Yes Yes WA Open Comports Edge Fiberglass Double Door with a wzhoul Glazed Melded Open Sidelines (Inewing/Outswing, XX or OXXO cordiguraboss) le p. Themo-Tru Fiber -Classic and Smooth.Siar NOmin.1 B&M'. .8 8q otlmpad&quek Opaqu. 12/3lr= No Yes Yin WA Composite Edge Fiberglass Single Door with Molded Open Sidel(te(s) 0 nswing/Outewing; XO, OX or OXC configurdons) 17 q. Thomrs-Tru Fiber-Clusso and Smooth,%r Nominal B&Ii &quoklmpactiquot Opaque 12M1/= NO Yas Yes N/A Composite Edge Fberglau Double Door with or without Glazed Molded Open Sidelhsa (Inawngioulswrg, XX or OXXO configurations) Florida Department of Business & Proftssslonal Regulation Parr d1 Building Codes and Standards iM2031 Prodder Approval Application Detail a ^Ina w+• �• 1:9� Iglllgtg[ all ➢its 1a4230im mu mull Vimn Manufwturr ward MMateeLa LlEMga YMl,dttg lL YMlwlad &AIMMa9 FSC AROWN Aggmved ame Rogow 2020 PGTlnduwl" Jm.R-161 Memi-D.de BCCO -CER Msml-Doof SOCO-VAL 1IA 92020 1We=20 1124rM20 Approved Cretichn Exterlor Doors (941)486.000 (786) 345-2e90 StbCr.pory: Slldn9 E.lerlor Dow Aae.mbles in.-Me)pghniluMese compliance Method: Cemloation Merl, Or Usting d^ Gush Aaswatio AMWW far Use Aooraved for Use 111M 22111110 its!! No-8a0if madmfal Cook,- Islmintlgn�h InelvNz oudeala tly8 Baalemt Pons re 9 SG0.6670(uigs lyesil. Imp.d) Vnyl 911dng Ula»Door 04114=1 Via Yin Y. WA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET (2022) As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the Information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Cate o /Subeatego Manufacturer Product Description Approval Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therma"Ru 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 +40.01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 Pella Corporation F L2646 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 LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A see fnst 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 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/3012025 Pella Corporation Series 10120 FL6694 +50.0/-50.0 psf 7/15I2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 NiA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cem lank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit F115272.1 - 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 (1br Shingle Roof) 151b Felt Underla ment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYS11CK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES B oral Tile Villa 900 F L7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 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 Ni 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 Strop -Tle see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 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 5/2512024 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 information 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 Poo.1 d3 Building Codes and Standards 12s2oz2 Product Approval Application Detail .. r' k....1.�_,. 6,. gat! Fairly or Bata rants Data Pandi s )Erie jydi Veralia Manufacturer camwt Enolnew A, LJcense Vet vaIIQ6w aubllltted PBC Approval Awrovaid Revision 2020 Therma-Tru Corporation Steve JosPereon Lyndon F. Sohrridt, PE_ Ryan J. Kipp P.E 07Y13r2020 07I12Y2020 D7/29=0 1r11SO2020 ove Apprd Category. Exterior Doss (800) 843-7628 PE-43409 (813) 757.4. SubCalegoty: Swinging Ektaria Door Awenlblea sJuporsonemamletru 00 Compliance Method: Evaluation Report from a in Fbdda Registarod Arches[ or a Licensed Fbrlca Prdefabnal Englneer i'l4.4 Prgetlyd MOdN. Numbaror Name Product OmMotion alialtil(saalrag>:e Contract Eaplratlon Dpte AogfgvddterUm AeorovadrprDea in HVHZ Outside HvW 1mOlgf RaalateM PnasWre 1 a. Ttleme-Tru Rber-Classic and Smooth-Ster Nominal 616368 8quadmpad&quot Opaque 12J3112022 Yee Yes Yale WA Companies Edge Fiberglass Single Door (In sAirg/Otdswing; X mniguro9on) 2 b. Therma-Tru Fiber Chssic and Smooth Star Nominal 5843R8 &quct:lmp&a&quot Opaque 12J31/2022 Yes Yes Yee WA Composite Edge Fiberglass Single Door oath Sld@IW5) (Irzrigl0utewing; XO, OX or OXO Configurations) S a. 7hsrma•Tru Fber-Classic and Smooth-Ster Nominal 64096 &quotlmpact8quot Opaque 12J3iam Yes Yes Yes WA Composite Edge Fiberglass Double Dora with or without Sldalaea(Inimir /Outstwne: XX or OXxo comigursgons) 4 d Thoshm ru Flber•Clesar and SmoothStor Nominal II&M.0 aquotlmpaa&quot Opaque 12J31 r2m Yea Yea Yea WA Composite Edge Frberglaaa Single Door 0momng/0urowing; Xconfiguration) 5 e. Theimntru Fiber-Closao.nd Smooth -Ste, Nominal 9&M3B0 aqucklmped&quot, Opaque 121312022 Yes Yee Yea WA Comports Edge FiWrglass Sinpb Door with Sid44te(q OrerWngroutewinp; xg, OX or OXO configuroaons) 6 I, Thalami Flber-Classic and Smoan-Star Nominal a&a3:.0 aquoklmpad&quot; Opaque 12J31 am Yas Yes Yea WA Composite Edge Fiberglass Double Door with or without Sidelttee (InswingfOube irg; XX or 0)010 mnliguraticns) 7 g. Tharms-Tru Flber.Cbssb and SmoomSYer Nominal 68,1139,6 &quaimpact&quot Glazed 12r312m Yea Yes Yes WA Composite Edge Fiberglass Single Door insw(rseounwing; X configuration) 8 h. Thermal -Thu Fiber-Cbe6ic and Smooth -Star Nominal U0130,8 Squotlmpact4quot; Glazed 12/31IM22 Yes Yes Yes WA Comportts Edge Fiberglass Single Door with Sdolte(s) (InswinglOuteN.mg; XO, OX or OXO comigusseons) 9 L Therrm-Tru Fiber -Classic and Smooth -Star Nominal 6&e3.5 Bgrmt:impaoAquot, Glued 121312022 Yes Yea Yes WA Composite Edge Fiberglass Double Door with or without Sidedles (IrWMrVOuWAng; XX or OxXO ..figorations) 10 1. Theme-Tru Fiber.Cbarc and Smooth -Star Nominal 84M39D 4quotlmpactSquot, Glazed 1213ir= Yes. Yea Yes WA Composite Edge FiborglassSingle Door (ImeninglOufswing; X conligurston) 11 It, ThwrtM-Tru FRsr.Clusic and bloom -Star Nominal &aa1.A,0 BquatlmpooMquok Glazed 12J312022 Yea Yea Vac WA Cam= Edge Flbarglass Slrigle Door with Sidelis(N 6rlswi"Wumnsine XO, OX or OXO comigurddons) 12 I. Thermo-Tru Fiber -Chan; and Smooth -SW Nominal 8411139;04gwklmpad6puaY Glazed 12J il= Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidrbp (Irnswing/Outawing: XX or =0 configurations) 13 m Themq-Tru FIbw.CW"c and Smooth -Star Nominal 69039.68guokimpactdquot Opaque 12/312022 Yes Yes Yea WA Composite Edge Fiberglass Single Door with Aquot,Nomlrrpsciaqud; Skf.lito(s) (Iniiwwig/Outswing; XO, OX or OXO configurations) 14 n. Therms-Tru Flber-Clusle and Smoom•Swr Nominal 69#MS 8quaklmpectilqur/14 Opaque 12J311= Yes Yes Yet WA Companies Edge Fiberglass Double Goa with IlquotNon-Impsd&quot Sidolites (InsiMnSIOUI.-ng; OXXO oonfiguration) 15 o. Therma-Tru Fiber-Classb and 6Ymisa"tar Nominal 8&M3B;D aquotimpact&quoiL Opaque 12J31 r2022 Yes Yes Yes WA Composite Edgo Fiberglass Single Door with &quOtNorNmpacl&qua; SideI1N(s) (Inewirgloutswing; XO, OX or OXO song urations) 16 p. Thermo-Tru FlOer-Clawle and Smooth -Star Nominal UNW,0 aquotlmpact&quiA Opaque 12J312022 Yes Yea Yes WA Compoons Edge Fiberglass Double Dow wth &quo4Ncn-Impea6quot Sldaltea(I namingrOu(auung; OXXO confguntion) 17 q. Tharm..Tru Fibw.Cbaaia and Smooth -Star Nominal 684139;6 &quokNon-Impwe&quot, Opaque 12/312022 Yes Y- No WA Composite Edge Fiberglass Singta Door (Inuwirg/Outswin9; X cordguiston) 18 r. Thermo-Tru Fltaw•Clanic and Smooth -Star Nominal 8111,01130.8 &quotNon•Impsor6gwt Opaque 12rilrA 2 Yes Yx No WA Composite Edge Fiberglass Single Door with Sdrts(y or ewinglOutaWng; XO. OX or OXO configuNbon►) 19 s Thwrtr•Tru Fiber -Chub and Smooth -Stair Nominal 6&N3g;59quokNon-ImpaaBquot Opaque 121312022 Yes Yee No WA Composite Edge Fiberglass Double Door with or without SkWhn (Irmwiny0utewing: XX or OXXO configurations) 20 tThernes-Tru Fiber-Clessi; and SrrloothStar Nominal 8&63906quotNon-ImpsaBquot, Opaque 12131/= Yes Yes No WA Composite Edge Fiberglass Single Door (Inswing/OuW+ing; X configuraton) 21 u.Therms-Tru Flbw-Classic and Smooth -Star Nominal 88M3QD9quot-Non-Impaa9quok Opaque 12/31/1022 Yes Yes No WA Composite Edge Fibeglaw Single Door with Sidelith(s) Qnswing/Otitswing; XO, OX or OXO comlowatons) 22 v. Thermo-Tru Flbe CI. . and Smmth-Saar Nominal S&NW;O &quokN-irrpad&quok Opaque 12J312022 Yes Yes No NIA Composite Edge Flbargla" Double Door Wth or without Sidelitu gnawinlp/Ounwing; XXa OXXO wnfiguraaons) 23 w ThomwTN Flber-Classic and Smooth -Star Nominal 001,01368 &quatNon-InotaoAquot Glued 12131/2027 Yes Yes No WA Composite Edge Fiborglase Single Door (Inswine/Outerwrg; X oorttigurauon) 24 x. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8111109.88hquothlon. Impact8quot Glued 12131riM Yes Yes No WA Compoeh,,Edge Flbwglaea Single Door with Siddbr(.) Qnsvdngl0utawirg; XO, OXa OxO configundons) 25 y. Triennia-Tru Flber-Gssoa and Smooth-9sr Nominal e&039;8 aquotNon- ImpooMquak Glazed 121312027 Yes Yes No WA Composite Edge Flbarglaco Double Door Wm or without Seeltea iln%Wng/Out&Mng; XX a OXXO configurations) 26 z- Themla -Tru Fiber-OeWc and Smood,61ar Nominal :0&quokNon• In"clAquot Glazed 12131=2 Yes Yes No WA Composite Edge Fiberglass Single Door 0nswirg/Oulswtg, X wMiourabon) 27 zit. Theme-Tru F[ler-Classic and Shrooth-Star Nominal 88hM39;0 &quatNon-Inpaa&quot Gtezed 12131f2022 Yes Yee No WA Compadte Edge Rbarglass Single Do., with Sdelbe(s) Qnswing/OutwWrg, XO, OX or OXO configuratons) 26 A Theme-Tru Fiber -Classic and Smooth -Star Nominal 8110WO 6quotNon-Impsa&quot Glued 12131/2022 Yes Yes No WA Comports Edge Flberglus Double Door with Or without Sidelines (Inewing/drtewing; XX or OXXO configurations) Florida Deparment of Business & Professional Regulation Pop 1 d2 Building Codes and Standards Ia202i Product Approval Application Delefl anm(at „� DK* PMdm >� mm IKWM Mama" 9" tlamouLL MM )rime a id id "Milari FaCAmroval ARgLum Odic R.V.i- 2020 MI Ydnws Doom doand Brent armor Lois Roberto Lomas Steven M. Union. PE 18OIv202O 100062020 10A92020 12/15/202O Approved category: EMetor Doors rrl 7)365.3300 FE-62514 f71T)317-8454 SWClaoseryn 8ld110 Eatsrla Door Anenlbt4a bl"IM9erismiwd.C.m Compliance Method Evaluation Room am a Florids Rtglrered Mdiltst Or a Licensed FlarOe Pr lerslonr Engineer P Agorfar � Uu Alyo LOU kmm Rtdffi 1ffilt Frodud Modal. Number or Mama Product Desolotldn 1 "M Resistant Prusurro 1 SERIES 420ALUMINUM SGD SERIES 420ALUMINU/ASOD DXO 12r312024 No Yes NO N/A 145.3N&qudXS0&qud: NON -REINFORCED 2 SERIES 420ALUMINUM SW SERIES 420ALUMINUMSOO OX. XO, XX 12012024 No Yes No N/A Will;'IlUcl,a, NON-RENFORCED 3 SlRIN 420 ALUMINUM eW RENFORCEO SERIFS 420ALUMINUM 500 REINFORCED OXO 12012024 No Vas W WA 145.3/4&0uOtA &quota 4 BERIEa 420ALUMINUM80D REIWORCED SERIES 420 ALUMINUM SOD REINFORCED OX, 12012024 No Yes N0 WA XO, XX96aqua;x96&qud: 5 SERIES 420 ALUMINUM EGO REINFORCED SERIES 420 ALUMINUM 000 REINFORCED XXX 17J312024 No Vet No WA 1436qud:.96sgrd: FAM 11g Version Ft"$W 2020 Weyno-Oaton, a dwnbn OrOvem..d Door Corporation Calagw. ExteriorDoor ahbCragelY: S o:ional Exterior Door Asserrbllw crnpiiones nomad: eveuoton Report from a Floods ReglatendArMteota a Ucanud Floado PtaeO!1a30 P,014alonal Emolm- RaWre aw Prmtct Modal. N mbr Or Mum 3 80DOAtDOM20001105 10 8000J6101,y42p0 a1123 ti 8000)6100/620001124 Carta am Voislan M�Y01. RMeren 2020 CirrooDlY IMaAADO. ins. Cats": Esaior Doss "Coegory: Ed" Door component CmplMnte Momod CerMadM Man a LIKIng F1.041i7-ea,Pcm,als 1�A 907, 107, 727, 747, 757. T77, and 847 6Ingb end Petra a DOOrS Fbdda Department of Business & Professional Regulation Pop all Building Codes and Standards ISM21 Product Approval Application Detail how-M Will get gal Pmdm "A l EMler a LJa4ms VMS? yaftilitig FSC Approval Abothowed fibilla Diesyna Kanuh John E Scats Janney P Amason. PC 1 W12/2D20 OWta2020 IWX020 12/1512020 Appwoued (330)763-8121 PE-51737 (904) 821 -5200 dkanlshelweyna�tle8m.c am BaIOt.AlMrftaaa Product t CommtmlrrknDMe Ili Me. term. 14&e30; Mu height. Glazing 12131r"3 ALUM A9gtmaLtffvu knit on" inHyjf, outidemml: Resulted tonsure No Yes Yes •31.001.35 00 avelM6le In lop or Inwoltedlre section e&a39. Ma width. 146a391. Max hoot. Glazing 12131=23 No Yes Yes •30.991-33.30 evalhbie In lap or Inbmhuire section. 166*39. Max width, 148e01 Maz hoot, Glozing 12131/2023 No Yes Yes •34.401.38,30 evatade in tap or Inushweti sodlw Florida Department of Business & Professional Regulation ►w i dl Building Codas and Standards IAx1021 Product Approval Application Detail Entity or gala B 1 tam gut Gg�W g( ,a,�g Vs9dred ar )Wig" nmbmmw F&CAeorowl A22m7W Saba Tom Rsrtay UL LLC Tray &glop. P.E. 12MOrJO20 17N12020 1221/2020 Approved (a41) 494.2e13 (254) W-Obao tM,.mw.y®.e...mal.oa m 918WtlCA6Urm&! &mrprigfg!(&t Aoarond fa Use mgal gow $J 'au1.. fiolN--srealwa7te 1,HvHi oubld.li as1111= PaWla Hush, Glossa, and Louvered single and pain Or 12/312025 Yas Y. Yes M/A hallow malt door9. Florida Department of Business & Professional Regulation Pone I d7 Building Codes and Standards1 Product Approval Application Detall rape OHM 299 do # ora Piandi gilt 1)tJu W"t llml9119Yrlt ROOM E1JaW6111fi0tt 1fSIWialL9L NOWHtpmq MFat Amasses Agautw 04Ws bn R.ws2020 MI Windows and Doors Brent a6lrngr American Ainhtedtural Sloven M. Uruh. PE 11/172D20 11117IM20 112712020 Approved cateaw. Wndcws (717) 385.3300 Manufacturw.Assoputkm (717) 317.2454 SttbCrsgOry: ands Hung branpertAmlwd.pom C0mp1100 Method: Csnecs6M Mark Or 1.11111110 A=Uftd For Ism Amrevad ra she kWAIL tNiM MA wed,d MaW. Natter a w is Ropy fxgtiral& Asf1111aslaMe lm HV R OutideHWM Rtdlm GOIaUn 2 1B6 8H 52x72 Fl,)Rmp Frame IG/SG St Hung 1 WOW23 No Yes No -"-so Lsmhred GIs.. N N t: - Q 0 CU 0 C 0 a o 35 O UL 0 co � O a F-- CU ,0 c .-... U) aC Q Z Z W J L ,^ O N -G in u l G C' C � m N }<. C &4- C - U7 47 CD s- 1y/5 y G ILO IX !J X ISO 43a y to cc w l6 as as a 4J 61 2 G. C O L. .ate.• 'ellessesso z Cn CU > 0 L o CL Q L 0 O 0 W Sreias.el OCLU Ill Q W z J Z Q J�e ti SHEET NO. PA 1.0� Florida Department of Business & Professional Regulation Plead de Florida Department of Business & Professional Regulation Peal,(+ Building Codes and Standards 1252022 Building Codes and Standards 1s22021 Product Approval Application Dotall Product Approval Application Dstall Elam _ .. 2 2WK Dab Pendim 2da... I= vemlm 10tloYll Gonbxt ildscurtow l L uansa Velldaim ay MOM Subrnftod PEC Ammwl Approved )�Yla Gila 1 oWhai au sae Dab Pmimm m Revision 23M Therma•TW Co Stove I spareon Lyndon F. Schmidt P E ".J King P. E. 10107r2021 Da11111I iorigil 1 12MIlil t Approved 111af � � Naldeed m4Dlald PBCAppravd AngroM am Gall"orf. E)rerbr Doors (800) 643-7820 PE-43409 (813) 7874556 Marinello, 2020 POT lndisebs Jan. Raowsa Ift,*D d. SCCO - CER M .+Dade 6CC0 - VAL 11/0512020 i l OV2020 11A 12020 Approed 6ubCaleprjr.SWrgingBciriofDoor Assembllss sjeepersor+tlirhentrust oo cos0orr•"no- (041)46"IDC (786)315.25M Compluew 1140101 Evaluation Report Noma m 84Calegory: Slope Hung Inbowsideppndusmesc Fiords R"Wered Architect or a Licensed Florida Cenwnanue Noshed: Crstcrhon MOM a users m ProfeaiorW Engineer CLOMAS PLOMM14ty Products y WOOLAIBKM Amroued row Ltaa AWUR law 22WE alas 2WaeA� AgamudiaLu Amt>m6talloe GggaartLMlDllgaaat IB HVINZ OL*dtb twma aWm t "NW PF1Y9YgA Sw 1� Product Model. Numbaror Nama ProdeOt DMcnollon Contract Expiration Date In "i Outside NMI Raihont Promises 8145000 tLarge Missile impel) Vary Mrel, Hung VAn 07r302026 Yes Yes Yee f//A 1 aThermal Fiber-Classb and Smooth-Sbr Nominal 91WIM AquotNon-Irrpaplquat; Opaque IVSI/2022 No Yes No WA Composite Edge Fiberglas Single Door (InsHinglOutwong: X configuration) 2 b. Thermal Flbw-Classic and Smooth -Slat Nominal eair3e;8 aquot.Non-Inpac8quot Opaque 1211 No Yea No WA Composite Edge Fiberglass Single Dow with Sdefliski (InewnglOueaWrol XO, OX or OXO configurations) 3 a Thorme-TN FEM-Clauloand SmOolhSter Nominal 860111 aquotNon-Impaotaquot Opaque 121`3112022 No Yes No WA Fluargtese. Composite Edge Doubts Door Will or vAthout Sidelites (Iwmroa OuwW ng; XX or OXXO confguratons) 4 d. Thermni Fiber -Classic and Snloodn-Star Nominal 78".08cluotNon-Imipaot8quot Opaque 12J31f2022 No Yes No WA Composes Edge Fiberglass Single Door (Inav rg/Outawtng; X configuration) S aThema-Tru Flbar-Claoolo and Smooth -Star Nominal 760JD40 agttMt4on-inpaal&quct Opaque iVaIr2022 No Yee No WA Compc* Edge Fiberglass Single Dow with Sdethe(el (ims"nd0utawirg; XO. OX or OXO eonflgurdons) 8 I. Thenlls-Tru ROK-Claws; and Smooth -Star Nominal 8aa39;0&quotNOn•IMPada4u0t; Opaque 12/512022 No Yea No NIA Composite Edge Flberglau Single Door Onswngioutew►g; X configuration) 7 g. Them Tru Flbw.CWrssic and S11oot1•$la Nominal S&RIN cim"orOmpadaquat Opaque 12/3172012 No Yes No NIA Composite Edge Fibwgless Single Door vil Sdefital anewirglOube ing; XO, OX or OXO oonNyyura rl 8 h. ThermeTW Flbw-Cinow and Smooth -Star Naming Batl39;0&quotNon•Impaeffiqui Opaque 12/312022 No Yes No N/A Composita Edge Fiberglass Oouble Door vl or Wmaf 5461ba (InereglOUWnoli XX or OXXO configurations) 9 1. Thermo-TW Fiber-Clawand SmoothS(ar Nomi 88#N;B6quatNoMmp9ctl Glazed 127312071 No Yea No NIA Composite Edge Fiberglass $India Door prawinpttJubwtg, X oon(iguration) 10 }Therma-Tru Fiber-C"sicand Smoph-Sror Nominal B&SI&quotNon-I mpacBqu;t Glazed 1=112022 No Yes No NfA Composts Edge FlllarglesaSmille Door with SleelNe(a) (Inawlrg OL111O Ill Xi OX Or OXO configurations) 11 k Therms-TW FberClasslo and &heath-8ter Nominal 68e39:88quotNon•Imposol Glazed 12012042 No Yes No NIA Compoanw Edge F6wglom Double Door with or vaQiout SdelMes (InwAnVOuWWng; XX or OXXO conNgpuratlone) 12 L Therme-Tru Fiber-Gessie and Smooth -Star Noma 17Aa3)9;0&quakNon-ImpmO$grat, Glazed 12131r1022 No Yea No NIA Composite Edge Flbwgloo Single Door OnswingK)utewhg; X coniguaaton) 13 m. Thema-Tru Fibsr.ClO c and Smooth -c lass Nominal 73#W;0&quotN*n impacaquot Glazed! 12/310= No Yea No NIA Composite Edge Fiberglass Single Door vt Sidelile(e) pnswrgl0utswing; XO, OX a OXO oonhgureaons) 14 M. Thermal FIbw.Cholic end Smooth -Sat Nell S&NG;O&quetNor imped3quot, Glazed 128112022 No Yes No NIA Composite Edge Fiberglass Single Door On Wng/OUWwkV; X configuration) 16 o. ThemseTru Fiber-Cleesb and Smooth-Smr Normal 8&#N:O&civatNon4mpaodigwt Glazed 12131QM No Yes No NIA Composite Edge Fiberglass Single Door with Sdelia l Orsnfingf01daWing; XO, OX or OXO connguratons) 16 P. Thermai Flbw•CWak: and Smooth -Star Nominal 511,039;04liquotNoNlinlo cMquob Glazed 12/310M hlo Yea No WA Comp ial Edge Fiberglass Double Dow v0 or *#KxA 8idaldes (Insving/Oubwing; )rXor O%XO configurational 17 q. ThemsTru Fiber.CMab and Smooth -Star Nornial 08039:86quotblon•ImpacAl Opaque 12I31J2022 No Yes No NIA Carpool Edge Mbergtess Single Door Wt1 Transom (InsvJngiKXnewing: ON configuration) 18 I. Themes -Thu FiberClasie and Smooth -Star Nominal s&a39;8&quotNon•Impac*quot Opaque 12/3112022 No Yes No NIA Composd Edge Flb.91Single Door vi h S1deIN.(a) and Ymneom (IrnwirgKJukwrg; O/XO: sox or OIOXO wnflgura6aa) 19 is. Thermq Tnu FlowClsal and Smooth -Star Nominal 6801139;0&quctNon-Impac%quM Opaque 12llill 22 No Yea No WA Compoeft Edge Fiberglass Single Door vvith Stiehl pes-risloubnvill XO, OX a OXO Cortinuous Flaad and &II om lgurabaa) 20 tTherms-Tru Fiber -Cosmic entl Sm a4h.Swr Nominal Saa39.06quatNen.mpad&quOt Opaque 1211 No Yes Ner WA Composib Edge Fiberglass Single Door with Sdolial OnawinglOutwel XO. OX or ONO Continuous HOW and Sill configurations) 21 a Thermal Flber.Clessb and Smooth -Stet Nominet egaw.8 &q"Non-ImrmdBqum Glazed 12I31/2022 No Yes No WA Cpm= Edge Fiberglass Single Door vAW 9toalb(M (Inaw(ngtOuYWng; XO, OX or OXO Continuous Head arnd Sill configured") 22 v Thenria-TN FberClassic and Smooth•8lar NominslOWSO:0&quotNon-IrroadBquat Glazed 12131112022 No Yes No NIA Composite Edge Fit ergbes Single Dow with Sldsaa(a) pnsuAng/Outewirg; XO, OX a Ol ContInuous Head and 911 oill 23 w Thermal Fiber-Claselo and Smesctll-Sbr moad&quot Opaque Nominal 6deFSN 5 8quo0on-�gura lliqu 1211 No Yea No WA Composhe Edda Fiberglass Door Panels with Vented Sidelaa(q pnswinyOubwing; XX XKX or X)(XX ooMgurabons) 24 K. ThemwTru Fiber -Goals and Smooth -Star Nomina188N960 &quotNon-Impad&quot Opaque 12/31202'2 No Yes No WA Composite Edge Fiberglass Door PaMle with Vented Sc1WWs) (InaWinglOubwng; XX XX(a)000( cmfigunst... ) 25 y. ThOma hat Fbr.Ctsulo and SMOMh-Star Nominal 8501 aquotNon-Im"d8quot: Gland 1261r2022 No Yes No WA CompssMe Edge Fiberglass Door Panels vAt1 Vented Sdeligi OnevAng^OuWdrg; XX. XXX or XXXX aartfguratone) ZD z. Thama•Tru Flow-Ciassla and Smooth -Star Nomihal8&AKp:O Bgkra;Non•InpadBquot Oiazed 12131/2022 No Yes No WA CompoWe Edge Fiberglass Door PanaW vAtt Vented Sitlelap(W pnswinglOu6wzg: Xx, XXx or XXXX conirguratien6) 27 za. Thermt•TW FiberClaseie and Sri cod Nominal 05A39;68qua;Non-In mcdquot Gland 1213112022 No Yea No WA Composed Edge Fiberglass Single Door with 311611131 Sdeibe(t0 Onswn rCluten irg; XD. OX a OXO conflpura ill 28 ze. Therma-Tres Feer•Clasel0 and SmocMStar Nominal B&OX;8&quathim-ImpacBgUot Glazed 12/31/2022 No Yes NO WA Com)osb Edge Poerglass Double Dow with HOW Sldelhes Onsv4nglOut ing; OXXO configuration) 29 cc. Thermal-Tru Fiber -Classic and Smoodl•BUr Nominal 88R3808gwtNon-Inpad&quob Metal 12/31/2022 No Yes No WA Composite Edge Fiberglass Single Dow with 301 SicWko(s) Onaw)ngrOutemng; XO, OX or OXO 30 zd. Therml Flhor-Classic and SmoodrShr corifpua5ons Nominal t!& :0 &quottion-IMPROINAIuot Glazed 12/31t= No Yas No NIA Composite Edge Rb@40M Double Dow with 3SJ799,o Slieltec (Inswbg/outewing; OXXO configuration) 31 ze. Thermo-TW FIOer-C4mWc and SmouthStor Nwnhol 7&a39;0&quotNon.lmpwrt&quot Shokw 1181/20'JZ No Yes No NIA Series Composite Edge Glazed Fiberglass Single Door with or w idiout 1&K39:2 Sdolkil QnewingrOueevizg; )C OX XO or OXO configundill Florida Department of Business and Professional Regulation Building Codes and Standards 3/15/2022 Product Approval Application Detail FLN526Wt31 2211111, Entityee no 20 20 20 slatus I(Qg Yltd9II Manufactures Contact Engineer tit validated By Yandatal Submitted Pam, ARprove 1 Approved Revision 2020 POLYGLASS USA Maury,Alpert License John W. 10126/2020 1Ul2212020 FBC 12115/2020 Category: Roofing S9S4233133OSmalper*polyglass.4bm Robert Nieminen Knezevich, PE Approval Subcategory: PE-59188 (954)772.8224 11/01/2020 Undardayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLO62SM31 am Products Produce Modat,Nuambr or Name Product•D+c Ir elan Date 1 Polyglass Reof Unde"*nts Rooing unclad ants 10f21l1022 No Yes WA +Wed 8225 1 Poyfaaes Roof UndemaymeMs (HVFIZ) Porialass roar undentymerts for use In FBC 12/231= Yes No WA WA HVHZ jurisdictions. 2 Poiygla%Roof Underbyments (nOn•HVFM Poyalass roof undensymer(ts,f c use in 12731 No Yes WA +WA/-022.5 III non-HVHZ judadMoro. 1 Polygiass Root Underkyrosa t (HVHZ) Poyalase roof undanayments for use In FBC7212ll Yes No WA WA Hil jurisdictions. 2 Polygias Roof Undere men is (non-HVKZ) Poyglas root unclarl"ann, for use in 12430023 No Yes WA +WAI.622s FBC non-HVHZ jurMdWons. f Poly(las Roof UnderleymerKs (HVHZ) Polyalas roor undanayments for use In 1W5C12/2312023 Yes No WA WA HVHZ jJrlWbhms 2 Palygiass Roof Underlaymems (man-Hill'i Pglyalas roorundengymeras, for use In 12r2311023 No Yes WA 4WAi-622.5 FBC npriljurisdictions 1 Polyclass Roof Undetayments Milli Polyalas roof undertayments for use In FBC 1N2312023 Yes No WA WA HVHZ jurisdictions. 2 PolylRoof Undarfayments(ftm-HVHZ) PolyWasrod anderilyments,for use in 12/23y2043 No Yes WA +WAl-822S FBC non•HVNZ )udedictfora. Fonda Deparlmsnt of Business & Professional Regulation P.ge i d2 Building Codes and Standards 1002021 Product Approval Application Detail Gtta IBM F I IN iki arts of Ptadlm hits Drat %grad- ml ggiagu l fmdM1 fadsaaAUMU 1(dirldh Modell Atagad Fac ikm ml Agma d Am& Rel 2020 West Inc. Enn Wadm ICC 24819dn Swiss, LLC ICC GVMU110i serwa. 08A 12021 OBAWM21 olvi 11 v AW.Nod Cstepory: 6fradntelCmponeres (962)896-ae35 LLC. SrbCwsgol Tina Fiala a Id iiiinlLcm (205) 59$.Dwo CornpNwKe Malhed: Evaluation Report from a Product Fwlualbn Gnttf FLMIhUftddiMb gaaav Asunw Ame ad row Iles Am,o ad for Um team Dom AttA Product ModiL Numbar or Mm l afthad) Doppssl omirga-tea h1 Will guileless (flnli atumtt FrIWICt 1 miems is go, high senper ova co mndr plat. 12131=2 Yow Yes NIA WA 2 Williams is 9l..user no stran(ah truss cmnedor plate 1213IM22 Yes Yes MIA WA 3 110 is got Wte connector plat 12131=2 Y" Yes NIA N/A ♦ 10718Hg It go, high stWO know ecneda Pete 121312022 Yes Yes NIA WA 5 MT20-18 20 got high 190i net ecnnMa pate 11/312022 Yea Yes NIA WA a TL19 MT16 I ga. hues owned. pea 12131)2022 Yes, Yes NIA NIA 7 TL20. hill 20 91. eves omnedor Pat" 12131=2 Y" Yes NIA WA Gads n= want- ttashealur. Revlskar =20 hill Wildow , snd Dodrs CMogay: Windows &AOMeppryr Halromi show C"IIWN NOMA Cwelbaoon Mks a Lhaag PioA*buawtm seas 1 He 186 Fln end Frontier Ill. No Florlde Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail anew or Gansu toanxAllcoea V atrei k Band Bhlnger Amman Nchaectura) Strom M hitch, PE cl`W)365-33M Manufacturer. Assclatlm (71T)317.6454 bmhgerl®mlwdt "left 1111111021 101lu at: OneLegOa Alto WOW AWW= LILAROMnL Anamkea Issas 100362020 100anD20 iwgm2o Ppprwed 91ma[�4gMtl. ApwaedforUm Approved for Use kung Rand hWaauffmalao G 1, HVM. 2 M dL= Rum" E3=m 73.621nwW.domes 02MB2M No Yea No ,6N•55 Fonda Deparbnerd of Business & Professional Rall lotion papal dt Florida Depanment of Business & Professional Regulation ►ear 1 d1 Building Codes and Standards lelvi l Building Codes and Standards 13202r Product Approval Application Detall Product Approval Application Detail Gddl ElreLnL Ella era atta9lmm sits GeOe aoub(.ar. I am are era GaaBlodoa Alta mm m�IgD Manulotsyrs. Caded Emlama.11- %Mlkilla, V.Ihkdw jjvb,*,d FACAmred Aggrieved Atoll I= %MULaa MembLk.- contact Endn.r&U-, V-MdWW 8,, %haired FOCAmmval A,,Mnd � ARMnath n 2020 POT Inarsmet Jan. Roo-W Ulaml-Dads acco • CER M.M*Deds 2CC0- VAL 11/051 11,00020 11111r2020 Apowed Revision 2020 MI Wlndaw.nd Doors aaN Sumo Luis R Lames. PB gtyen M lldch. PG 10Va12020 10/ 1020 10/102020 12A5020 Approved Cwegory: v9ndawe (941) 468.0100 (786) 315.25M CMeell Whdmvs (717) 365-3300 Ill (717) 317404 BWCroriel Read Irmwnld&pg0nduWetc Sbdleel Muaws bwtla)pr@mlwd.eem Corraillnce Mdh d: C.N.O. Ww a UWno om compliance, Method BYaluedm ROW him a Flaws Registered Aclwc+ a s Uosnsed Flonda Plat Prdgo.knd Engineer QNM ANUM M Ata)ralran KMN Aeamred /a IIa aenia 2iglpp P AW duel Mold Mustier a Mane losselled Diacritical- it i �I 55 PW-6520 fL.W ulki Impen Mi Plc D Yes Yes MIA housedla u,e A Imma ROM AMA ZWO&.bmxklm0 rAdudiakdm.grtt ill 2&Wdal00m na b&" Emma 2 6764 Wrtioti Aluminum Mulls 12/312024 No Yea Yes WA Flodds Department of Business & Professional Regulation Pep i dill Building Codas and SbrKbrds laws Product Approval Application Detail Q!r! art! f�lGDda¢ , aaa mm Endnsol Li�e FIND Ammer Anatmatl warn R.,iaion 2020 Jan" Hardie Building Produlle. Inc. Chad glroks V. Andrea. Tan John S&MaN, P.E. 01A82021 1211412020 0IM021 clog FBC Asper C•everey. Pons Well (909) 545-83" PE•81002 (Ill 367-2520 "Cm pat adhg eh.d.tlMckaelmahrd Compliance Mobad Evelustim Repel tom a earn Florid. Reysssmd Architect a 4 Udan.ed Florida Prdesshonal EngMer Pti132f2 Produda Quality Am AnpOvadra Um Approved for Use assert ONE !tow! Product Description raeuKLSERINMJM In MVMZ Out P Rjoess t Prams 1 Campink Lop Siding lls "manllapsking 1201non Yea Yea NIA WA 2 Hwd.Pkh% Lop Skiing 1br-cemsnlapskihg 12)312023 Yea Yu NIA WA Florida Department of Business & Professional Regulation Pap 2 or Building Codes and Standards low=i Product Approval Application Detail Gant Mnft or an as a- reakdroo ?iM Ataa !Matt mawgkd set &;dad m)maYALWA M gait*" idwod iimad FAGAeantYY AWXUM a" RoNsbn 21120 Acid. Nick Thomiaen Lyndon F. Schmkt, P.E Ryan J. King, 111 0211511021 021157071 0201 04113r2021 Approved Calegay. Panel Well. 1330) 822.23ae PR•43409 (613) 767N9W sWCai.g.ry. 9a h ntianp.n,ljialald..done completion Mdhed: (MIUMIn Fall DWI a Florida R glabndAr hlbd . Uansed Florida Prartaae.l Engineer F G,WN ,Aagim9e A,,,-W For Nee A--.d her Nee beat germ sea RaAKtMWeLrbm+ra war Probes Do"Hedan Caerr3 oplrotlm DWO In KNR OukNda KVNL j�iy Pmsun I a&quct2T&quat Soft Vent a 8dld 11Yn48oft I?J312023 No Yee No WA 2 O aWdAlbnce residual. So1M VnlaShcd\,W$da IZ1d1r2023 NO Yea No WA 3 a, 6qud?Grenbrbr Vlntep Bestled&s39: Salt Vent a Solid Vary) Sofa I V 2023 No Yes No WA A d Lquot:05lasl ads Vent a Skim \AW Gda 121312l No Yee No WA 6 s. kquct;Choter Ook4quw; BdM Vent or Sold Vary) Odd 12212023 No Yes No NJA 6 1. aqud;SSuPr Sp..&quok al Vent a Sil Viryl $dot IV312023 No We No MIA Florida Detainment of Business & Professional Regulation Pap+ dl Florida Depertmerd of Business & Professional Ragubbon Fal 1 dl Building Cads and Standards 1092021 Building Codes and Standards r2N1 Product Approval Application Detail Product Approval Application Detail 29ik ErtW(a ante gal oafttmsim 84 rift Entity arts gas DmPendm no mm iaum lid Grlrect End -,& Lbws, Wedgedaw yW"d italseW FDICAmmal Asamnt Asia miss gig" NKUWlWM conte9L endnaerlLillues, gaga( Yddrter Aemaat irhoomA Ilkmuw mWY Re14akm 2020 TAMKO Welling ProOJds LLC Kid EOdo Rstart Nemirow Jahn W. KneadNch. PE IGiAl 020 OW90020 101172020 12ASM20 Approved Rev4.W 2020 L.V. The psdi, Inc. roe lhomp"n Architectural Tony Christman 2adwy R. Prim Steven M U1dh. PE 011"Im m owignom 0//222020 1211a2020 Appart Cadtppryr. Roam (411)624-56" PE-59188 (054)77241224 MsNs,Caryrmy4TAMC01 I913)248.3459 P15.74021 f71 T)3174454 "CA.Oarl undrloynad, km edmalelaa.con gregwy Rooting. lmy®gmnderedhg- CompllrnM Mumod Eveuntlm Repon tom a subCMslow Rooting AocaasMa that us an Florida Registered Archnat we Ucenedd Florae Integral Part ;the Floating "am Cmpllna Method: Evolustm Report Torn a Prdestionti En*.. Flom; Rrolshired Archibald a a Ucwnoed Florida P Prdo"lOnal Engineer aaa,aProduct alrueteaYduoaa a� *rD+• AgeralYalaiJloh OmLcFbAonL 1,J>VIm Ouladid,R imaMt ;tam m Raw" Israeli 9WUXWU&MOidL SudoLamuma Approved for Use Amend for Use um gagm 1 TAMKO Rod (Ruckidaymems(HVFR) Roorundenaymnlsrause InFSCHl 082912073 Ya No N/A WA mi F W dN,W.IL_r wHIM PlnmilimEkago Ip31Y11( 2AWdLan alwos Palm a, pnedwma. 1 TAMCO Flat Tap 011-Podge Vent with Belle Nor Tie 20 ga. Mete rodVralata WHIR bOMO 00igB/702e Vow Yea NIA WA 2 TAMKO Rod Ued Mymade(NON44VF2) Rasundenaymanto for use In F&C nm-HMQ Ow2L?am No Yes NIA WA 2 TAMCOOOMRed(Voc 26 91. 090920I6 NO Yes NIA s0r-523 Iunedoms. 3 TAMCO OS -Ridge Rod Vent Mth Balk 201&No roofvessata WM Integrated beft O&IM026 Yes Yes NIA WA 4 TAMCO Round Top OIFRdg. Vac with Bafk fa nit 2e pa 9a60 rafVOMIMW WM DOae O&OWO 8 Yes Yea NM WA Florida Department of Buslnasa & Professional Regulation Pop di Building Codes and Sandell 10=21 Product Approval Application Detail 99AI &Mm an We I21Mtnam sat &aa ZENO rsmmN IWK GQaaY farolaciLr®ae ldduik kal9ua Iaamaen FesAe... W Aaa90 a" Revision 2020 Lomond K.M. JNlay James L Becomes. P.E. Steven N. Ulan. PE 111231 1123"M IIPM020 one FBC Appr catapany: Rona (501)9636183 PE-31242 (7171317.6464 ebCtiowr. Rooting Aeasewa.thb wean RMMy@k)mmeo.Can Imapal Rename R0000 $"M Cmplanon Method: Evaluation Report lasso. Florida ReglatemdArchW or a Licensed Florke, Professional Enpner fLNIEYaALMMA M. Oudn1.Ama04t Approved for Use Approved for Um two )gym can! 8>a1 iloU GakmLiaiutwa"a In MM outw M H)QS ANN" aumm 1 O.cki DA-4 aTRI-BuiN D.di-Air OAd Law Prda., Polypropylae, Plastic, Rod Vent 12/102025 No Yes No •97.W.97.5 Memnlosy Abs lied W Phil Deck. Florida Department o►Business& Professional Regulation Peel or Building Codes and Standards I es11022 Product Approval Application Detail Florida Department of Business & Professional Regulation Building codes and Standards Product Approval Application Detall page ldl 411412011 Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail 111 d3 tR1J0I1 sradh Onatyar au am >auPMmoa era mm VWWM it willogam almtaa VaiWd derr Ysildrd mabBmldi FBCA,,rW Aaamnd mass RWASW 2020 Borst R.di g Andreas Ram IAPNO Uniform ay.luiem Gwyw. Walk. 14/034020 1101 11rMr2030 Appra•M C11.0ay: Rodng (801)3806091 S.Mas LLC. (205) 854-9160 kbc.t.gary Roafng mks RcblnMdenmmboml.ao Canpltna Mdbod! P Wustlan Rall 6m a In Product sW l emar, F a"kw•Agairp AmwW for Liu Approved for Usa 1m 22= YL,p�p a 1 Fi[nY •Blake. sate, Country allow. seat gig Enpla Fowl W---a711e • Demse, CO Y' 1 0 No vs. NJA WAS Them mmp; roped 1r Samy 600- SM1a. Shake Amp; BON Shake Flat Preeb-SleeMon. CA 12/312o20 No Yee MIA WA 18 Sei 800-$has, Shake hemp; SON Shake Flat Prel -RWko, CA 1V312020 No Yee NIA. WA 19 SanY TOO- Sill $let. Lamp: SON Shake Fiat Frank, - elorkt r.CA 12212020 No Yes NIA WA 20 $amyy700-Shake, wtie&.mp: soft shake Fltt Pro0le-li CA 12f3jal) 0 No Yes NIA NIA 27 7Na+rglane 1alicem. Halo Prokle- Ill Tx 121311202o No Yes NIA MIA 26 mile Low Prone -Katy TX 1241rdo20 No Yes NIA WA Florida Department of Business & Professional Regular lon Building Colas and Standards Product Approval Application Detail Ill 19FAIN Sgtt 6emk I act an Ralf [plant and: Data kKgm ! SMam 90S AAKM XdWd dal Ndg" AM" FaCAwatd Aagg= mesa Revision 2020 All Yu.it Lewd ICC rV.luetm Ssrt4cs, LLC Wllm MRrtisd. PE 1OF3112020 1012212021) 1 W612020 11.e1kriol Approved Gaspar• soudurw Components (3211710-3377 (40I1081.1917 eubCabaory: Trues Rom wewb®npnwtw.eom Compliance Mdhed E4.olim Raper tm a Product Evvloetim Err* QtWOV APMXOM Actor w ra Mae AeereyedTr Ua Pat ROM alai Product Model. Number or Wme Produce Dissertate camrad END&MIe oat InIABm gwdgglaam New FEn= 1 ITN 11COAga Mngh.r Mnn(th IN &amp: $) blond fbrenda Plate 1 LN2024 Yea Y. NIA NIA 2 I7W SCOJAkgw Hines Rate Metal Connector Plate 121312024 Yes Yes NA NIA 3 ITW 111000plat TMlm WWI Canedor Plate I2012024 Yes Yes N/A NIA 4 Ter aco mpIM vino Meal Cw"Wr Plate 1 W312024 Yn Yes NIA NIA Florida Department of Business & Professional Regulation Pep i d: Building Codas and Standards warn2i Product Approval Application D&WI hinds era au DAMBS lm on 2111ft Oil III mtOta gown an patBmam erg 1.Mla I= Versdon rbnWW rr gp(eg SuMmALlctrae VAINNed &i Yaldeted ahnua PICAMFA'd AaJu9lu4 tart)[ I)fga seams vzubd= cordem taioriaraLbrM. Valldd.dr WWI )jisisaall FDICAaeavd Assistant atilae Revision ZD20 Wayorhauser Rob addWln ICCEvalus6m 9wrvice. LLC We Lehr. Ill 0202QD21 10A32920 02NY2021 Aporawd Am -slim 2020 Alpha Numhum, Inc. Jose am Luis R. Longs sewn M. Urim. PE 11n02070 11A12020 1112WOW Approved Cil ill: Srukioral Cmp..rft 1,253) 924-6475 (808) 6IMI calsgay: Panel Vail. f407) WO.2005 PE-62514 (71701741454 aVSdogpT. Englitemd Lumlow Ruben-Raid"Intaweyahe wry: SdRa eILAUInaNnumheeyano CWVII moth d; EW"alioi Room from a ewr.arn ComMisae MCSOd: EYMuWm Report loin a o.0oin Product Evaluation Entry III R6gW6e Areht.at a. Licensed Florida FLMMt7 M1 Products Praelpmal Enpimr aWifbfAMa ABWAMu6ilaa AmlmmLtff m kum alrae 1! [l ilrrh ems PrrlgjpgLMoed -mom or mL a Product Dowitaidon Cownt nowtonOat In HVKi O"tb Myl t Quality A�a AowOved RX W t AccroV W IN Ua wom alum 1 Morolm LVL LemineW Varcer Lumbar 031312023 No Yes NIA WA AMA agamLygawimmwLzkkm ��� ±&rtl 2 Porollem PSL Farwell Mend Lumbr DY312023 No Yes NIA WA 1 Alpha Aluminum Bdid BamD: Vented Aluminum SoaU 8bid&amp; Versed Aluminum 071302023 No Yes No NIA 3 TmhrBlrend LSL Laminated Mend Lumbr OW31=3 No Yes NIA WA CMU &amp: Watl 9dnV CM Lamp; Wood Sol eel 4 TJ mm Bard Save l Compoate Lumber or Oriented Strand 03131=3 No Yes NIA WA board mm Bmrd 5 Wayrneessor Rn Sam Oriented Strand Bard Rim Board 03131=3 No Yes NIA WA zm YXJmm SWANGUZ Rewsion 2a2o MI Mend- end Dare cmeaa9: vMhdw.e ewcweg try: Food Caripllanow Yslhoo: Certlkatiim Mark a Lifing Yadll. bAnhr a Marne 1 its PW Florida Department of Business & Prafeasional Regulation Building Codes and Standards Product Approval Application Detall GNUA Gntdmw& bnaa xwalggm( Went Monpr Amedan ArchkCdaml Maven a I PS 4717)385.3300 M,nuacturas Association (717)317-ael Dwtlnperygmlwd.com pea 1 d 2 I rdZ21 arts ama sea FrJodM ran XMW" aahm8lea Fac Ammv i Ae®1ea mean 11222020 11222020 11128=20 Apwo,W 9uYIMA9YgagH AOMmaAtY',Llt AQKMMWXAW bam am m Product rpuorMWta 1, MVKZ out" HIM 1tafYtmt legiYlre 73. 72 Ill Glows 01,032a23 Me Yea No re0144 Florida Depart pert of Business, & Professional Regulation Building Codes and Standards Product Approval Applicalfon Detall slow dl /,62021 . 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Number of Name Produtl Dowiplleh GurNv Amuranee Contact E3mlratoll Data ApessvW mr Um ARRMXk far Um In Hi Outalds HVHZ )mean l uim RotMuat, Prignial 1 20 Gags Galvanized Steel Storm FMrwWIIiVHZ Corrugated GsNanlzed Steel Storm Panels retained Imir2022 Yes Yes Yes NIA or not by trade to provide hurriaara protection. 2 24 Gags Galvanized Seel eldrml ParielO NHVHZ Corrugated Galvanized Steel Starr Panels reburied 12131 r= lob Yea Yes N/A of not by "I to provide hurricane protection. Fonda Department of Business & Professional Regulation Fee al Building Codes and Standards 19=1 Product Approval Application Detail August 10, 20221 a-+ N N Cn -Cu to L N C 0 Uo .� CU U .� CIO) a 0-0 CU O cu rn 0^+ O C O d O W 0 CU U_ CU N'p ^0^++ W O Q i,C CV -0. 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Arawdrmum I In gym 9BYdkm —MWe Bowl Oyu! flralva MW424WW'Ori' NOV Oat DOW(SWIN" x OMa400r1 No Ya No +2" win VW OItr Peed Fb d'C'Door i8bli Ar/.1R'x 0111tom me WO Nt +4" $1.1101 Wyl 24W,N+0)P swil aim Ow(?r m an MGM" No Ya NO 439M Vw all Peed Flmd'C Goer M MBA 411.112' 0011111120112 No Yoe NR +25"i0 "AM 8a1BYOradgWR 9BIIW,AMaaaB finear®talrtlaa011a armRLtr.Yr 6"Msm inKIM Oaclda Will *AM auk= bllea MOM %W2./ 1=S1Nat OwaDw(MIfYx 02402MI NO Time, Nb +2m win " BIem PrIN ll Nil OW CSWIK MlArx OM1M7012 NO Ma Nb •40140 al-Im %"241Rnal'O owdamawrpril 1 05240010 No VM Nb +211N VlMa/tYPOrelPhetl'0'0sormillift47.14'R OM1paw N0 Va NO +90.41 00+Ifa1 FW& Deparorm of Bulnema A Pmbevia,Bl 1ie01/atlon NNaI sill Bull Codas and 80a1daNs aneDOm Pre"Approlp Appl No DOW r1 - - 9ala E/mlac 20 bt ad brlm oars 7jga !i0!e 1ST �igd Wxw&UNPIN wIWOY y It "CANN"" *AWWI! was Alrmlltlen am Mb0w"fell n Ja HIWYMI Bend WRmMradm1l TA-Ll PE, L..0 CM40M OTNI40020 Omaom Approved aOlrprre YMndeRm Rdrleen PB.Miaa OW)0a4Nss SAGO 16'r PW 041)014M CMxPeIRr Sol Evamalen Row Boma ,-, II I IPN400 PIMMF1lerbeedArd,Irrll Lbwmd FWk1R iml PrebarM 6gMNs BaaM(Ararr eoomaLhLdr amLRu. asalr Our �[ Pftdkw aril suObw OeMma p4wolk Or10Oen in oulthkl .lM hWenJ M� r 1 106rMFAMPFmOd Ion IOV2'FWp F4red V11YWaM oegarJ01 Y" Ya Nb WA -0-0 N Cn Co O O }R U N N Q. Q O O L . cCS U Cn }j M O C O —0 O O LL O An CD O Q F- C V -0.� �4-0/'� Cn f MWI z z W J !pi / C Q N G / N ! W �:% M rl".r •ta 4CL Co 4el Q H C2to 1. C%4 N N W 41a Cl C 41D t 48.1 c 3 3 ` i m C Cm 4m CL A C E A O a u 0 V J CU 0 CL 0 0 � U O L N ♦� CU m Q O L W� a CL, Z� Z Q J a August 10, 2022 SHEET NO. PA 1.2 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30/2020 Fa area $MKS to all SOT approvals Mated beiow, CLICK HERE. For addtkxlel Information regarollg Florida's Statewide Product Approval System and Maml-Dade County Nome or Awsptnce (MICA). CLICK MERE. FLA12386-RJ jW Product Model. Number or Name Product Description 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 114" diameter Titan stainless steel masonry screw FL995WRS ssa * Product Model. Number or Name Product Deacrlption 1 SD10112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, $010112. SDI 0212 Strong -Drive SO Connector Screw 3 509112SS, SD9212SS Strong -Drive SO Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Tim ber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400. SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112, SD825134, SOS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw SDS25500, SD525800, SOS258M 8 SOS25112SS, SDS25200SS, SOS25212SS, SD62530OSS, SDS25512SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SOWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to Floor Screw FL,XIW07-R8 AKJ Product Model. Number or Name Product Daecriplilon 1 ATR318, ATR1/Z ATR5/8, ATR314 Threaded Rod& 2 ATUD5, ATUDB-2, ATUDO, ATU09.2, ATUD9.3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP3/6-2, BP1/2, BP112-3, BPS/8-2, BP5/8-3, BP314, BP3143, BPRTU03.4 Bearing Plates 4 CNW318, CNW1/2 CNW5/8, CNW314, CNWSM8 112, CNW3/4-5/8 Coupler Nuts 5 CTUD65, CTUD65, CTUD86, CTUD76, CTUD76, CTU077, CTUD67, CTUD88, CTUD97, Coupling Take -Up Device CTUDgi CTUD99 6 N3, N4, N5, NO Heavy Hex Nuts 7 RTUD3, RTU038, RTUD4, RTUD46, RTUD5, RTUDO, RTUD7, RTUD8 Ratchetng Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Tiedown System 11 URS4 1/2" Uplift Rod Run Tiedown System 12 URS6 5/8" Uplift Rod Run Till&" System 13 URSB 3/4" Uplift Rod Run Tiedown System FL#10441-R6 al" Product Model, Numberor Name Product Description 1 DTT2 Hold-down 2 HDC1014, HDC10122 Hold-down 3 HDO8, HHDQ11, HHDO14 Hold-down 4 HDU2, HDU4, HDU5, HDU8, 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 MPA132, MPAI44 Strap -style Purim anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 10 PAH8, PAI23, PA128, PAI35 Strap -style purlin anchor 11 STHD10, STHDI ORJ Strap -style hold-down 12 STH014. STH014RJ Strap -style hold-down ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12r"W20 lIffiffM Fa drect Inks to all SST approve]& listed below, CLICK MERE, For additional Information regarding Florida's Statewide Product Approval System and Mama -Dade County Notice all Acceptance INCA), &"HERB, 21 LB series hangers Top flange hangers available In width of 1.9/18" and heights ranging from 5.341" to 16-1/U' 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 9.3/16" to 13-1/8" 23 LEG$, LEG5, LEG7 series hangers Top flange hangers available In widths ranging from 3.114" to 6- 7/8" and heights ranging from 9" to 33.1/T 24 MEG5, MEG7 sores hangers Top flange hangers available in widths ranging from 5-1/4' to 6- 7/8" and heights ranging from 9" to 32-172'. 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/18 Do 5- 1/8" and heights ranging from 9-1/4" to 24" 28 PF, PFB, PFDB, PFDSB aeries hangers Top flange hangers available in width of 1-9/10' and heights ranging from 3.318" to 7-11W 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available n widthe ranging from 1.9118" bD 7- 1/8" and heights ranging 9-1/4" bo 32". FLOI096aR8 fdal Product Modal. Number or Name 1 ABA44, ABA44R, ABA46, ABA46R, ABA66, ABA88R 2 ABU44, ABU44R. ABU46. A81.146R. ABU5.5, ABU5-6, ABU65, ABU66. ABU66R, ABU88, ABU88R,ABU1010;ABU101OR,ABU1212.ABU1212R 3 ABW44Z, A6W44RZ, ABW46Z, ABW48RZ, ABW66Z, ABWWRZ, ASW7.7 4 AC4, AC41R, ACE4, AC6, ACBR, ACES 5 BC4, BC48. BC4R, BCB, BCBR, BC8. BCS2-24 BCS2-3/e 6 C844, CB48, C848, C888, C868 7 CBSO44-SDS2, CBSQ46-SOS2. CBSQ86-SDS2, CBSQ86-SDS2, CBS086-SD82 8 CC, ECC, ECCU Series 9 CCQSDS2.5, ECCQSDS2.5 Series 10 CPT44Z, CPTeeZ, CPT6aZ 11 EPB44A,EP844,EP848,EPB86 12 EPS4Z 13 LCB44,LCBW 14 LPC4Z,LPCBZ 15 MP644Z, MPB88Z, MPB88Z 16 PB44, P644R, PB48, P888, PB80R 17 PBS44A, PSS46. PBS156 18 PBV6, PBV10 19 12044.18, PC46-1e, PC48.18, P084-18, PC88-16. EPC44-1e, EPC48-15, EPC48-18, EPC84-16, EPCOO.18 20 PC4Z, PC4RZ, PCBZ, PCBRZ, PC8Z, PCSRZ, EPC4Z, EPC4RZ, EPCi EPCBRZ. EPC8Z, EPC8RZ 21 PPB44.4Z, PPB44.OZ 22 RPBZ FL#IOW -R8 lag Product Model. Number or Norma 1 FJA, FSA 2 FRFP 3 GH46-6, GH48.8, GH48-6, GH48-8, GH410-8. GH410.8. GH66-6. 01-186-8, GH68.6, 01-188- 8, G H810.6, GH 81 D-8 4 GLB5A, GLB68, GLB5C, GLBSD, GLB7A, GL87B, GLB7C, GLB7D 5 GLBT512, GBL7812, GLBT518, GBLT818, GLBT520, GBLT820 6 HGLBA,HGLBS,HGLBC,HGLBD 7 HOT-2, HGT-3, HOT-4 8 UFP1OSDS3 9 URFP Pmduct Dewription Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Baked column caps with W1 ranging from 3.114" to 91/7 and W2 ranging from 3-5/8" to 7-112" Spewed column caps with W1 ranging from 3.114" to 9.112' and W2 ranging from 3-5/8" 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 Base Post Ca p Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Ratroft Foundation Plate Girder Hanger Glulam Bearing Plate Glukm Bearing Plate Heavy Glulem Bearing Plate Heavy Gird or Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate • Updated Simpson Strong -Tie 2020 FBC Approved Products dated 12lS7020 For r MM a1N knits e]158T rove]s dated DN CLICK HERE 4dC raid regarding te For additional Informationegamng Florida's Statewide Product Approval8ystem and Manl-Dade County Modica or Acceptance (NOA), CLICK MERE. FUM 0446-RO gee 1! Product Modal. Number or Name Product Description 1 A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APA6, APVA21, APVA4, APVAS Outdoor Accents Angles 3 APB44, APB44R, APVB66, APB66R, APB88, APB8811, APB1010. APB101 OR, APVB44, Outdoor Accord* Post Basea APVB44R,APVB66,APVB88R,APV11388,APVB88R,APVB1010,APV8101OR 4 APDJT2.4, APDJT2R-4, APDJT2.6, APDJT2R-8, APVDJT2.4, APVDJT2Rd, APVDJT2-e, Outdoor Accents Deck Joist Ties APVOJT2R-8 5 APHH48, APHH46R, APHH810, APHH61OR Outdoor Accents Heavy Hanger 6 API-4, APLB, APT4, APT$, APVL4, APVLB, APVT4, APVT8 Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CST4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Well Stop 13 FC4; FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1. GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A-2, H10S. H14, HOA10 Hurricar lea 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH8 Header Hangers 19 KSS1Z Knee -Brace Stabilizer 20 1_30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, 1.850, L570, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stinger Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 25 LSSRI.81, LSSR2.1, LSSR2.37, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML28Z, Ill. ML21OZ Angles 28 MMHB RocfTie-Do n 29 MMHC Hinged Roof Connector 30 Mill MMLU26-2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLU139, MMLUI311 Face -Mount Hangers 31 RSC, RBCP Roof Boundary Clips 32 RST-3 Roc(TkDcwn 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, DTC, HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL#40447-R5 Sea # Product Model, Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3, DSC5RSDS3. DSC5L-SDS3 3 GBC 4 HCP1.81,HCP2,HCP4 5 HHRC2.2, HHRC42, HHRC42-2, HHRC4/1 81, HHRC44, HHRC525/3.25, HHRC5.37312, HHRC86 e HRC1.81, HRC22 7 LRU28,LRU28.LRU210.LRU212 e LSU28, LSSU28, LSSU210 9 TBE4.TBE6 10 TC24; TC26. TC28 11 THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA428-2 12 THAH 81122, THAI2 DOM, THAI2 1122, THA1222, THAI322, THAI3622, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4SDS3, THJM2-SSDS3, THJU28, THJU28-W 16 TSBR2.24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR IMM Simpson Strong -Tie 2020 FBC Approved Products Updated 1273011020 For direct It&$ to all SST approvals Ided below, CLICK HERE For addtkrnal Information regarding Flarlda'a Statewide Product Approval System and Mam-0atle County Notice of AomptanCo INCA), CL aC'K MwRE. FLOI0486-R5 product Model. Number or Name 1 BT, BTB. BTH BriokTos 2 CMST12, CMST14, CMSTC1e Coiled Straps 3 C514, CS18, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 6 CTS218 Compression/Tension Strap 8 OSP, SSP, TSP Stud to Plate 6e 7 H1, H10A, H25A, H3, H8, H7Z, H16, H18S, H16-2, H18.2S Hurricane Ties 8 HGT.2, HGT-3, HOT-4 Heavy GirderTiedovn 9 HS24 Hurricane Tie 10 HSS2-SDS1.5, HSS2.2-SDS3, HSS2.3-SDS3, HSS4SDS3 Heavy Stud Shoe 11 HST2, HST3, HST5, HST8 Straight Straps 12 HT316, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Tw1at Strap 13 HTSQ1 OKTZ, HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12. LSTA16, LSTA18, LSTA21 LSTA24, LSTA30, LSTA36 Straight Straps 18 LSTI49, LSTI73 Straight Straps 17 LT820. LTB40 Bridging 18 LTSIZ LTS16, LTS18, LTS20 Light Twist Strop 19 MGT Medium GiderTiedown 20 MST27, MST37, MST48, MSTeO, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36 MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC88, MSTC78 Straight Straps 23 MSTC4863, MSTC6883 Pre -Bent Straps 24 MS?I28, MSTi36. MSTI48, MSTI80, MSTI72 Straight Straps 25 MTS12, Ill MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 28 NCA2x10-12, NCA202-12, NCA2x8.16, NCA2x10-16, NCA2x12-15 Bridging 27 RCW812, RCW814 Wall Bracing 28 RPS16, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP6, SPB Stud Phis Tle 31 SPH4, SPHB, SPHS Heavy Stud Plate Tie 32 S31.5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST18: ST22, ST292, ST2122, ST2115. ST2215, ST8215, ST8224. ST8238 Straight Straps 34 T820, T627, TB30, T836, T1342, TB48, TB54, TB56. TB80 Tension Bridging 35 TWB10, TWB12, TWB14 Wall Bracing 38 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 NB108, WB108C, W8128, WB12eC, WB143C Wall Bracing Product Description 1 CBH2.37x5.5, C8H2,370.83, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, OHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63-SDS, HGU5.25SDS, HGU5.50-SOS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7 OOSDS, HHGU7.25SDS, Light Slopeable/Skewable U Hanger HHGU9.00SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210-2, HHUS46, HHUS48, HHUS41 D, HHUS5.50/10. Truss Clip H HUS7.25M O Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for IJolsts Skewed Truss Hanger Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU26.2, HTU28-2, HTU210.2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01 61/9-SDS. HUCO1.81/11-SDS, HUCQ210.2SOS, HUCQ210-3SOS, HUCQ310- SDS, HUC0410-SDS, HUC0412SDS, HUC052519-SDS, H0005.25/11SDS, HUCQ610- SDS, HUC0612.SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30rT020 For direct Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mami-Dade Canty Nonce of Acceptance (NOA), CLICK HERE, I FL#1141*35 ,AW Product Model. Number or Name Product Deacrlotion 1 HHUS210.3, HHUS210.4 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HUCQ210-2-SDS, 14UCO210-3-SDS, HUCQ310-SDS Joist Hanger 4 THGB2, THG83, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THG02SD83, THG03SDS4 5, THGOH2-SDS3, THGQH3SDS4 5, THGQH4-SDS8 Joist Hanger 6 THGW3-3, THGW34, THGW4-3, THOW44 Joist Hanger F011473-R5 2&g Product Nodal. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H18, HISS, H18.2, H18-2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETAL12, HETALIB, HETAL20 Embedded Truss Anchor 6 HGAMIO,HM9 Masonry retrofit connectors 7 HHETAie, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2 5, LGT4SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24. META40 Embedded Truss Anchor 11 MSTAM24, MSTAIll MSTCM40, M8TCMe0 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FLiM 1496-RS AMI Product Modal-Num bar or Name Product Doscritirtion 1 DTT1Z Dock Tension Tie 2 HD12, H019 Baked Holdowns 3 HD313, HD58, HD78, HD98 Baited Holdowns 4 HTT4, HTT5, HTT5.314 Tension Ties 6 LTT19, LTT20B, 1.71131 Light Tension Ties FL#13628-R5 Saa Y Product Model. Number or Name Product Description 1 SEW8x24, SB7/8x24, SB1 x30 SB Anchor Bohr 2 SSTB16, SST820, SST824, SSTB28, SST634, SSTB36. SSTBI6L, SST820L, SST824L, SSTS Anchor Bob SSTB28L FL#138J2-R4 sea # Product Model. Nuinbar or Name 1 CMST12, Clil4, CMSTC16. CS14, CSIe, C618, CS20, CS22 2 HRSB, HRS8, HRS12, FHA6, FHA9, FHAl2, FHAIS, FHA24; FHA30, MSTI26, MSTI38, MSTI48, MSTI80, MSTI72, S/MST27, S/MST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA38, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 6 LSTA9. LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 8 LSUBH3.25, SUB113.25, 11125 7 LTP5 8 LTSI2,LTS18,LTS18,LTS20 9 MSTA30, MSTA36, ST0215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 1D MSTC86, Ill ST8238 11 MTS12, MTS18, MTS18, Ill MTS30, MTS24C, MTS30C 12 SIB1.56, &81.81, SU2.06, SB2.37, SIB2.56, S/B2.88, S/B3.12, S163.56, S/83.62, S1114,06, S64.12, S/84,28, S184.76, SB5.50 13 SfEA2.12!8, S/BA2.12110, SBA2.12112, SBA2.12/14, SaA4.18/8, SBA4.10/10, 91BA4.18112, SBA4,18H4 14 Still 15 S1HD8S, S/HD86, SMDIOS; SMD10B, SIHDISS, SH0158 16 SIHDU4, S1HOU6, S1HDU0, SlHDU11 17 SUCT, SMJCT Product Dewription Coiled Straps Straps 97 mil (12 gat) Heavy Twist Straps Straps 43 mil (18 gat) Straps 33 mil (20 gat) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 gat) Straps 88 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Produat Description Concealed hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers available In widths ranging from 1.9118" to 3.9/16" and heights ranging from 9-1/8" to 23-15118". Face -mount hangers Face -mount hangers available in widths ranging from 1.518'to 7- 3/8" and heights ranging from 5.5/16" to 12-7/8". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 1/8" to 6.1/8" and heights ranging from 4.3/4" to 16.3/4". Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1.9/18" to 7- 1/2" and heights ranging from 2.718" to 19.1/4'. Concealed flange version (HUC) available for all models having width equal to or greater than 2.9n8 Face -mount hangers ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12rea2020 Far 4*" Inks to all SST approvals Noted balmy, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mami-Oade County Notice of Acceptance (NOA), nor rr•u Haag 18 S1LSV1.66, S1LSV1.81, S1LSV2.0e, 51LBV2.37, StLBV2.5e, S&SV2.68, S/LBV3.12, Top Flange Joist Hangers S/LBV3.56, S1LBV3,62, S/LBV4,06 S/L13V4.12, S/LBV4.28, S/LBV4.75. S/L8V560 19 S/LTT20, SlDTT2Z, S/HTT14, HTT4, HTT5 Holdowns 20 &NIST60, SIMST72 Straps 118 mil (10 gat) 21 SP4, SPB Stud Plato Two 22 6SP, DSP, TSP Stud Plate Ties 23 STC,DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss JsokConnector FL*13904-R5 Saa M Produdt Model. Number or Name 1 CCQM3,82-SDSHOG, CCOM4.e2-SDSHDG, CCQM5.50-SOSHDG, CCTQM3.62-SDSG, CCTOM4,82SDSG, CCTQM5.50-SDSG, CCCONG e2SDSo; CCCQM4.e2-SDSG, CCCOM5.$OSDSG 2 ECCLQM3.62G4Cr, ECCLOM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3 e2G-KT, ECCLLQMD4.BZG-KT, ECCLLOMD6.500-Kr, ECCLRQMD3.62G-KT, ECCLROMD4.62G- KT, ECCLRQMD5.SOG-KT 3 HGUM5.25, HGUM5,50, HGUM7.00, HGUM725. HGUM900 4 LGUM26.2, LGUM26-3, LGUM26.4. LGUM28.2, LGUM28.3. LGUM28.4, LGUM210.2, LOUM2103, LGUM210-4, LGUM48, LGUM48, LGUM410 5 MBHA3.12/9 25. MBHA3.12111.25, MBHA3.56P 25, Ill 5619.25. MSHA3.56/11.25, MSHA3.58/11.88, MBHA3.58114. MBI-A3.55118, MSHA3.56/18, MBHA5.600.25, MSHA5.50M.25, MBHA5.50/11.25, MBHA5.50111.88, MBHA5.50114, MBHA5.5OM8, MSHA5.50/18 e MSHU3.58/9.25, MSHU3.56/11.26, MBHU3.56111.88, MBHU3.56114, MBHU3.58/16, MSHU35SMS, MSHU55019.25, MBHU550111.25, MBHU5.60111 88. MBHU5.50114, MBHU5.50/16, MBHU5,50118 F1.013976-146 y4gy Product Model. Number or Nama 1 SDW22300, SDW22338, SDW22438, SDW22468, SDW22600, SOW22600, SOW228M. SDW22634 2 SDWCIUW. SDWC15000 3 SDWH 19300DB, SDWH 1940ODB, SDWH IQ6OODB, SOWHI9800DB, SDWH 191000DB 4 SDWH27400G, SOWH278DOS, SDWH278ODG. SDWH271000G, SOWH2712ODG 5 SDWS16212, SDWS18300, SDW516312, SOWS16400 8 SOWS19800, SDVVS1971Z SDWS22400,SDWS22500.SDWS22512, SOWS22WO. SDWS22800, SOW522900, SDM221000, SOWS221100, SDWS221200, SDWS221500 7 SDWS2230ODB, SOWS2240ODB SDWS2250008.. SOWS22600DB, SOWS228000B, SDWS22100008 8 SDWS22312088, SOWS2251208B 9 SDWS2730OSS, SDWS27400SS, SDWS27500SS, SDWS27600SS, SDWS27800SS, SOWS271000SS, SDWS27120OSS 1D SDWV13400 11 STN22 Product Desariodon Masonry Per Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Pmduct Descdotlon Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SOWC TRUSS Screw Strong -Drive SDWH TIMBER-HO(Sorew Strong -Drive SDWH TIMBER -HEX HOG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Intenor Grade) Strong -Drive SOWS TIMBER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FL#15383-1113 IJL} Product Modal. Number or Name Product Description 1 AS 18, AS 1885, AS 18S6 18 ga. Truss Plates 2 AS 20HS 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector F1.0111573044 Seo N Product Modal. Number or Name QjjQB 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-76, GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, POPAWL, Powder -actuated fasteners, threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 For direct Inks to all SST approvals listed below, CLICN HEREr For additional Information regarding Florida's Statewide Praducl Approval System and Mam14Dade Canty Notice of Acceptance (NOA). CLICK HERE E. 11 NUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.518" to 3- 9/16" and heights ranging from 4.5/1e" to 11". Concealed flange version (H USC) available for models having width equal to or greater than 3-9116". 12 IUS aeries bangers Face -mount hangers available in width& ranging from 1.7W to 3- 518" and heights ranging from 9-1/4" to 16' 13 LGU3.25SDS, LGU3.63SOS, LGU5.25SDS Face -mount hangers 14 LU24, LU28, LU28, LU210 Face -mount hangers 15 LUC28Z, LUC21 OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9118" to 4- 518" and heights ranging from 3" to 10-IWIV'. 17 MGU3.W-SDS, MGU5.25-SDS, MGU5,60-SDS, MGU6.82-SDS, MGU7,00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9116" to 5- 1/8" and heights ranging from e-15/1e" to 19.112'. 19 MUS26. MUS28 Face -mount hangers 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9118" to 3.9118" and heights ranging from 3-Itl g'to 13-34'. Concealed flange version (SURC, SULC) available for all double ZX and 4X models; on ly acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16" to e" and heights ranging from 2-5/6 c, 11.114" F1.410887-Re Jt&" Product Model - Number or Name Product Descrption 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 'V8" and heights ranging from 7-1 /8" to 30'. 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 118" and heights ranging from 9-1/4" to 24". 3 DGF series hangers Top flange hangers available In widthe ranging from 1-112" to 3- WO" and heights ranging from 7-1/4" to 24". 4 DGHF senes hangers Top flange hangers available in widths ranging from 1.314" to 3- 5.18" and heights ranging from 9-114" to 24" 5 E05, EG7, EGO series hangers Top flange hangers available in widths ranging from 5.1 /4" to 8- 7/8" and heights ranging from 11" to 32-1/Z'. 6 EGO series hangers Top flange hangers available in widths ranging from 3.618" to 7. 1/4" and heights ranging from 11.1/4" to 32" 7 GLS series hangers Saddle hangers available in widths ranging from 31 /4" to 6-718" and heights ranging from 8-1/2" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11" to 32'. 9 HB series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 1/2" and heights ranging from 8" to 30", 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8.71W and heights ranging from 10-1 /Z' to 28". 11 HGLT series hangers Top flange hangers available In widths ranging from 3-1/4" to 8- 7/8" and heights ranging from 7-1/7' to 37' 12 HGLTV series hangers Top flange hangers available in widths ranging from 3.1/4" to 7- 1/8" and heights ranging from 14" to 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2.5/1V'to 3- gill 6" and heights ranging from 1 W to 28". 14 HUSTF ashes hangers Top flange joist hangers available in widths ranging from 3.1/8"to 3.9/1&' and heights ranging from 5.3/8" to 13.lff' 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-W16"io 5- 1/2" and heights ranging from 3-7118" to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/16". 18 HWP series hangers Top flange hangers available in widths ranging from 1-W16" to 7- 1/8" and helgnto ranging from 5.3/8" to 28" 17 HWPH series hangers Top flange hangers available in widths ranging from 1.911&'to 7- 1/2" and heights ranging from 5-3/8" to 32' 18 ITS series hangers Top flange hangers available in widths ranging from 1.911 &' to 3- 5/8" and heights ranging from 9-118" to 16', 19 JS series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 5.318" to 7-1/4" 20 JSA series hangers Top flange hangers available in width of 1-9/16' and heights ranging from "18" to 13-1/8" EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 1211Q'2020 For died Inks to all SST approvals Isted below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mom -Dade Canty Nail of Acceptance (NOA), n rrrt Hcaa 5 SET-XP Adhatil Anchor for concrete 6 Strong -Bolt 2 (ST62, ST82.4SS, STB2.8SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HO (THO-H, THD-HMG, THD-H4SS, THD-HSSS, THD-CS, THD-CSBSS) Tien HO Heavy Duty Screw Anchor for concrete and masonry avaAeble with hex head In carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (TH037634RC, THD50934RC) Then HO Threaded Rod Coupler for concrete 9 Tien HO Threaded Rod Hanger (THDB25158RH, THD837155RH, THD37212RH, Then HO Threaded Rod Hanger for concrete THD50234RH,TH010212RH) 10 Wedge -All (WA) Wedge-AII Anchor for masonry F1.016230-RS Product Model. Number or Nam2 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Titan 2 (TTN2) 6 Titan HD (rHD-H4SS, THD-HBSS. THD-CSBSS) 7 Titan Turbo (TIM FLIM 6937-R3 JW Product Model. Number or Name 1 X34B10163K, X1$1018, X181018.4K )01 S1018, XQt 81016-4K 2 XL0114T1224,XLQ114B1224.2K 3 XMQ114S1224,XMQ114B1224-2K 4 X0114S1224,XQ114B1224-2 5K X114S1224,X0112S1224,X011261224-2K 5 XU34SI 016, XU34BI 01 e-5K 1`11-93832G-RO JW Product Model. Number or Name 1 DSSCB43.5 DSSCB48, DSSC848, DSHS 2 FCB43.5, FCB45.5, FCB47.5, FCBQ 5. FCB411 5 3 FPHS034S1018,FPHS03481018,FPHSD3481018-SK,FPHS034S1214, FPHSD34B1214,FPHSD34B1214-5K 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2.25, SFC4.25, SFC6.25 6 LSSC425, LSSC825, SSC2 26, SSC4,26, SSC6.25, MSSC2.26, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC625KW 6 RCKW3, RCKVU6.5, RCKW7.5, RCKW3S, RCKW6,5S 7 SCB43.5, SCB45.5, SCS47.5, SCB49.5. SCS411.5, MSCS45.5, MSCS47,5 8 SCS32 5l97, SCS62.5/97, SCS52.5/118, SCS82.51118 9 SCW3.25, SCW5.5 10 SJC8.25. SJC10.25, MSJC8.Z5, MSJC10.25 11 SSS3.518 12 XLSH3481414,XLSH7881414 13 XQ1S1018, X0181016.4K, XQIS1214, X0181214.3.5K, X078S1224, X07881224.3K, X0114S1224, X011481224.2.6K, X0112S1224, XQ11291224-2K, X34131016-5K, X1S1D19,X1B101e-4K,XrIS1214,X181214.3 5K Product Das11112= AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Sirong-Bolt 2 Wedge Anchor for masonry Then 2 Screw Anchor for Concrete Titan HO Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head Titan Turbo Screw Anchor for concrete or masonry Product Description 410-18 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 Drill Paint #12.24 Strong -Drive XL Large -Head Metal Seff-Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws witill #6 Drill Point and Medium Diameter Hex #12.24 Strong -Drive X Metal Seff-Drilling, Tapping Screws with #5 Drill Point #10-18 Strong -Drive XU Metal Sect -Drilling, Tapping Screws with #1 Drill Pont Product Description Bypass Framing Drift Strut Connector Bypass Framing FbiedClip Connector #1048 and #12.14 Strong -Drive FPHSD Framing-to-CFS Self - Drilling, Tapping Scrawl Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong-Dnve XLSH Shouldered Self -Drilling, Tapping Screws 410.18 #12-14 and #12.24 Strong -Drive X Metal Self -Drilling, Tapping Screws N V) -00 > � V o 0 � c o O I- CD_ aO O 0 ill, 0 .n Z7 � o aCn 0 L Q '�(//its CL a z 0 W J W) ) 1N lag a�i C C pO a 3 _ x � o a M ro 0cm t`4 3 a W X o-,o y W E c ar u 3 ; Rf d 7 . 4V d S 4D C 1.;1. CC = ?. 40 CL c E a° o a cat 0 C0 O 0- 0 U a- W M rn a_ CU L.� W Q W Z J Z Q J SHEET N0. PA 13 MIAMW asuI-D&DEcaUa-r, PRODUCTCosN=01. SECTION 11903 SW 26 were Ra:om 209 D"AIMMENTOF REGM ATORYAh'D ECONOILIC RESOURCES (RER) Mnaam Flo:A 33175-2474 BOARDAmD CODE ADmmuTRAnoNi)rvL t N T (78)315-'2390 F C ! 315-25" NOTICE OF ACCEPTANCE (NOA) .ttt,r:waaniiaaler•eveecea�n�. PGT Industries, Inc. 1070 Technology Drive, North Venice, FL 34275 Score: This NOA is being issued under the applicable rules and regulations gov wing i he use of constriction materials. llte doc mentafion submitted has beers revieurd and accepted by Miami -Dade CountYRER -Pw duct Control Section to be used is Nframi Dade Uaky aad usher areas whom allowed by the Authouity Haring JuAAction (AHJ).. 'this NOA shall not be valid after the expuVion elate statedbelow, The Miami -Dade County Product Control Sectics (In Miami Dade County) andlor&e AM (in areas other i hanMiamiDade Cmutyy) reserve the right to have this product or material tested for quality a epugx*a. If this product or material fails to perform in the accepted manner, the mauu&ctum will incur the expense of such *sung and the AI17 may immediately revoke., mo de fy, o r suspend the. use of such product or material with= *eir jurisdiction. RER reserves the right to revolve this actptame, if it is determined by'Iiami-Dade County Product Control Section that this product or material fails to meet the requirements of the: applicable: building code - This product is approve+das described herein and has been designed to comply with the Florida Building Code_ including the High Velocity Hurricane Zorn. DESCRIP'ITON: Series s"S.470C 770" Vinyl Sliding Glass Hoar (Reinforced) Wwo 90e & 13.49 cornets-L Ml. AMOVAL AL DOCL' 4EXr. Drawing No. 10-g570.0 RevB, titled "`%'1i %)4 Sliding GlamDoor NOA (LW ", sheen; 1 through 21 of 2 1, preparedby manufacturer, dated 10,9115 and last revised on OM1121, :Signed and sealed by A. Lynn FVlillex, P.E., bearing the Miami Dade CountyProdthct Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Davie County Product Control Section. .MISSME IMPACT RATLNG: Large and Sma11 AEssile Impact Resistant Limitations: 1. See table I (sheet 7) and table 2 (sheetg) for applicable SGD unit sizes, design pressures, reinforcements types. glass types, sill user (sere tables B-1 & B-2. sheets 7-8) and awhor layout sheets requirements in 1 I thiu 16. 2. Rigid White PVC, Tan (Non -white) Rigid PVC andBrov+m coaled (Painted or lami�uated)white Rigid PVC to be labeled per referencedNOA.'sregt>a ks_ 3. Egress operable doors must camply with min clear width or height per FBC requirement. as applicable. 4. Pocket walls under separate appraval, to be reviewedby Building official LABELLNG: Each unit shall bear a penn>anent label with the asa>saiacturees same or logo, city. state and series and following statement "Miami -Dole County Product Control Approved", noted herein RENEWAL of thaNOA shall be coosideredafter a renwal application hass beenMedand there has been,no change in the applicablebudding codenegattvely affe ctmg the perfbm ante ofthis product. TERAUNATI(DN ofthis NOA wild occur after theexpiraivan date or if theme has been a revision.os change in the materials. use, and or manuhtett:re ofthe product or process. Misuse of this NOA as an endorsenwat of anyproduct, for sales. advertising or any otherpurposes shall automatic ally terminate tyhis NOA. Failure to complywith any section of dhis NOA. A& be cause for termination and removal ofNOA. AL.D17ERTTSE-'ANT: The NOAnunt w preceded by the words Man uDade Cmuty. Florida, and followed by the expiration date may be displayed in advertising iiterattre. Ifany a of the NOrlis displayed. sheet it shall be done in its entirety. LNUECMON: A copyof this entire NOA shall beprovided to the user by -the manufactuter or ids distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA re-. ices & renews NOA #20-0429.05 and consists of this page 1 and evideacepages E-I_ E-2. E-3. E-4, E-5 & E-6 as well as approval document menhoned above - The suixnitted documaentatiaa was reviewed by Ishag L Ganda, PE. N'OA No. 21-0:09.4i3 O f Expiration Datet April 14, 2026 (-•� f Jrq x: Approval Date:31arth N,2021 Page I PGT Industries, Inc. NOTICE OF ACCEPTAYCE: EVIDE:N"CE,SIBINUTTED 2. Evidence Submitted under prr,%-ibus submittal A. DRAMT�TGS L Drawing No. MD-5570.0 Rev B, titled "Vinyl Sliding Glass Door NOA (UV', sheets 1 through 21 of 21, prepared by manufacturer. dated 10/05115 and last revised on OV22120, sigrletl and sealed by A_ Lynn Milks, P-E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test. per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic'Wind Pressure Loadingper FBC, TAS 203-94 along with marked -up drawings and installation diagram of all. PGT Industries, Inc. representative units listed below and tested to qualify Dowsd 791 and Dowsil 993 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No-: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09103114 FTL-20-2107.1, PGT SGD780 Ahmmimtun Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 .Akun. Outswi ng Casement Window (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Ahmainuul Fixed Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20. all signed and sealed by Idalnlis Ortega. P.E. C. CA►LCI.TLATIONS I. .Anchor verification calcuzlatum and strnlctusal analysis, complying with FBC 7a' Edition (2020), elated 041-120t prepared by maaufactum, signed and sealed by Anthony Lynn Miller, RE. 2. Glazing complies with ASTM E 1300-04, -09, -12 and -16. D. QIT 4►LIIy' ASSURANCE Niiami-Dade Department of Regulatory .and Economic Resources (RER). E. 13LATERIAiL CERMCATIONS, 1. Notice of Acceptance 'rTo.19-0305.02 issued to Kwrtray Amerkat, Inc. fortheir "Trosifolll- Ultraclear, Clear, and Color PVB Glass.Interisyers". expiring on 0710824. 2. Notice of Acceptance No.1.7-0805.02 issued to Kurarav -erica, Inc. for their "Sentry-Gh (Clear and "-W) Glass Interiayers '. txpijing on 07I04)23. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusion; Limited for their `.Brown Coated (Painted or Laminated) Rhhe Raid PVC Exterior Extrusions for ► iiendows and Doors", expiring on 09/30-24. 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tarn 2+02 and lightershades. (Non -White) Rigid Cellular PVC Exterior Extrusions for'%'indov+rs and Doors', expiring on 1129a1. Ithaq I. C%anda, P.E. Product Control Unit Superris+er NO•', NO. 21-0205.03 ExpiratiouDate::April 14, 2026 .;Approval Date: Maarelb 25%, 2021 E -4 PGT Industries, Inc. NOTICE OF ACCEPT kNCE: EVIDENCE SUBMITTED 1. Eviidence submitted under previous NOA A. DRA1:' TgGS 1. Maaufactuse's die drawings and sections. (Substttted under Y04;4o.11-0107. 04) 2. Drawing No: 318-5570.0, titled "Vinyl Sliding Glass Door NOA (1.W. sheets 1 through 21 of 21, prepared by manufactuaT, dated 1&05115. with reansion A dated 04/05117, signed and sealed by A. Lyim MiTlff_ P.E. B. TESTS L Test report on 1) Uniform Static Air- Ptesstlre Test, per FBC. TAS 202-94 2) Large Missile Impact Test per FBC: TAS 201-94 3) Cyclic 'Wind Presque Loading per FBC, TAS 203-% along with marked -up drawings and installation diagram of vinyl sliding ;glass door. prepared by Fenestration Testing Lab, Inc., Test Report No. FTL $717 dated 11110711S. signed and sealed by Idahnis Ortega, P_ E. (Test report revised on 024546 and 0224116) 2, Test report an 1) Air Infiltration Test, per FBC, TAS 20294 2) Unifonn Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94- 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 2024A along withmarked up drawings and installation diagram ofvinyl sliding glassy dood prepared by Fenestration Testing Lab, Inc., Test ReportNo. FTL 8W, dated 11/W15. signed and sealed by Idalmis Ortega, P_ E. ('Test repal revised on 0110446 and 02111,12016) 3, Tent mart an 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram ofvmyl sliding glass door: prepared by Fenestration Testing Lab, Inc.. Test Report No. FTL 8547, dated 12/04115- signed and sealed by Idalmi5 Ortega, P, E. (Test repot wised on 0_1A5116) 4. Test report an 1) Air -Infiltration Test. per FBC, TAS 20294 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94 4) Large Mssite InVad Test per FBC, TAS 201-94 5) Cyclic Alind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TA.S 202-94 along with marked -up drawings and installation diagram of ymyl sliding glass docrr, prepared by Fenestration Testing Lab, Inc:, Test Report No. FTL &S-0- dated 121044 5, signed and sealed by Idalnlis Ortega, P. E_ (Test report revised on 01/04116 and 02/11/16). + r 1ahaq L Clam, P.E. Product Control Unit 5apersiasr NOA ltio. 214205.03 Expiration Date: April 14, 20M Approval Dates Maros 25, 2021 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED E. MATERLA►L CERTIFICATIONS (continue) 5. Quanex Fart SI r Silacer Standard c complying with ASTM C518 Thermal Conductivity 0.881 BTU -ins' ' .-f --F, ASTI4i F 1249 UN TR Pass, ASTM D3985 Oxygen -Pass, ASTM E 2190 I.G. Durability No Fog -Pass. (Submitted tinder pre leas Y0.4 IV& 1 S- 409.05) 6. Quanex Part Durase complying with AS-fM C519 Thernnal Conductivity 2.22 BTU-iW hr. it =LF, ASTM F 1249 U VIR-Pass. ASTM D 1434 argon Per -Paw ASTM E 2189 I.G. Durability Igo Fog, AST! E 546 Dew Paint Developnrnt 201F in 48 hrs. (Sobru irkil under .-N10 d A'& 15-0460 0). 7_ Vision Extrulsiotls, Ltd_ Parts comply* with PVC AAMA 303-13, VoluWary Specification for Rigid Polyvinyl Chlonde (PVC) Exterior Profiles for VisumExtrtm ens, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted sunder �V0.4 .No.15 0409.C1.�) 8. Vision Extrusiom Ltd_ Parts corrtlilyirng with PVC-AAMA 303-13. (S'ubm Ned tinder NOA .' & 15-0469.05) 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Cb1oride (PVC) Exterior Profiles for Vision Extrusions, Ltd_-VEX-1 by AA11+fA Fenestration Exterior Profie Certif cation Program. 10. Notice of Acceptance No_ 18-1217.14 issued to Eilergi Fenestration Solution, USA. Inc. for their '?an 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for Windows and Dtwrs&', expiring on 02/04P.1. 11. Notice of :Acceptance No. 1.8-0122.02 issued to Energi Fenestratioon Solution, USA, Inc. for their seties '%hire Rigid PVC Exterior Extrusions for Windows and Doors', expiring on 0129,23. 11 Notice of Acceptance No. 24-0203.03 issued to En rgi Fenestration Solution, USA. Inc. for their `Bronze & light .shade cap coated '4lhhe Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04,11625. F. STATE-MENTS 1. Statement letter of conformance to FBC 7'a Edition (2020), dated 0422.20, issuedd by manufacturer, signed and sealed by Anthony Lynn 1b4i1ter. P.E. 2. Statement letter of no financial interest and of independent, issued by mamifacturer, dated 04A 812'0, signed and sealed by Anthony Lynn Miller, P.E. 3, Private Labeling Agent document between PGT, dated 03130J15 and signed by all involved parties. G. OTHERS 1_ This NOA revises NOA# 17-0420.06 (PVTw/CGI) and updates to FBC2020 (7* Edition), expiring 0+21,21 _ 2_ RER Test proposals #19-1155 dated 01110,20 approved by Ishaq i_ Chanda, P.E, expiring 04,14!21. d E -5 Lhaq L Chapala. P.E. Product Control Unit 'Supervisor :BOA No. 21-010ra.03 Expiration Date: April 14, 20!6 Approval Da te: March IS, 2021 NOTICE OF ACCEPTANCE : EVIDENCE SUBMITTED B. TESTS (continued) S. Test report can 1) Air Infiltration Test, per FBC. TAS 202-94 2) Unifon n. Static Air Pressue Test, per FBC. TAS 20294 3) Water Resistance Test„ per FBC, TAS 202- 4. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC. TAS 203-94 6) Folced Entry Test, per FBC, TAS 202-94 along withmarked-lap drawings and inst;dWion diagram of vmvl sliding glass door, prepared by Fenestration Testing. Lab, Inc., Test Report No. FTL W49, dated 11 X7fiu'i5, signed and sealed by Idainlis Ortega, P. E_ (Test report revised on 12104115 and 02`11116) 6. Test report on 1) Air Infiltration► Test, per FBC* TAS 202-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 along with nlarkead-up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No FTL 8552, dated 12.+W5> signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02352016) 7_ Tent reboot on 1) Uniform Static Air Pressure Test, per FBC, TAS 202A4 2) Large Missile Impact Test per FBC, TAS 201-94 3) Kyrie Wind Pressure Loadingper FBC. TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepzed by Fenestration Testing Lab. Inc.. Test Report No. FTL "38 (samples A-1 thru A-22), dated 11 /19/10, signed and sealed by Jorge A. Causo, P. E_ (Subrnit&d under NOA A1v.11- 0107 04) 8 Test report on 1) Air Infiltration Test, per FBC, TAS 1- 2-94 Uniform Static AirPtessm Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94_ 4) Large Missile Impact Test perFBC, TAS 201-94 5) Cyclic Find Pressure Loadingper FBC, TAS 203-94 6) Forked Entry Test. per FBC, TAS 202-94 along withnuked-up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc_, Test Report :!rho_ FTL 6337 (samples A-1 thru A-5), stated 12,%/10, signed and sealed by Jorge A_ Causo, P. E. (S'ubm6md under X0.4 ?Ve.11- 0107.0.9) C. CALCULATION'S L Anchor veri uWton calculations and structural analysis, complying wide FBC-2014, prrepar+ed by PGT, dated 12109115awd last revised on 02115fM, signed and sealed by .AndmyL. Miller, P.E. (SrebmhYed airderiVO!4 jVo.151110.01). 2. Glazing complies with ASTU E-1300-09. Ishaq L Chanda, F.E. Product Control Unit Supervisor NOA No. 21- 205.03 Expiration Date: Aril 14, 2026 :Approval Date: March 25, 2021 E PGT Industries, Lit. NOTICE OF ACCEPT4 NC:E: EVIDENCE SIBMTTTED► 3. New Evidence Submitted A. DRAWINGS 1. Drawing No. MD :5570.0 Rev- B, titled "Vinyl Sliding Glass Doan NOA (LIB". sheets; l through 21 oft' 1, prepared by nlamdfactuser, dated 10ffi9l. 5 and last revised on 02,'D1,21. signed and sealed by A. Lynn Millet,. P.E. Note: This revision consists replacement of same existing installation screw with flat head_ B. TESTS 1. None. C. CALCULATIONS 1_ None. D. QUALITY ASSITRA.NCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. KkTERL4LL CERTIFICATIONS. 1. Notice of Acceptance No.1.9-0305.02 issued to Kuraray= America, Inc. for their "Trosifol8, Ultraclear, Clear, and. Color PUB Glass Interiayers7_ expiring on 07rOS1t4_ 2. Notice of Acceptance No.17-0808.02 issued to Koraray America, Inc. feu their "SentryClas (Clear and White) Glass Interiavers"_ expiring on 0 /04,Q3- 3.. Notice of Acceptance No.18-1106.10 issued to Vision Extrusions Limited for ter `Br own Coasted (Painted or Laminated) White rigid PVC Exterior Einitsions for Windows and Doors-, 'expiring on 09130124. 4. Notice of Acceptance No.18-1106.11 issued to'Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades ONon-N%Id e) Rigid Cellular PVC Exterior Extensions for Windows and Doors", expiring on 1 21,29,21. F. STATEMENTS 1_ Statement letter of conftrrnlance to FBC 7* Edition (2020). dated 010121. issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2_ Private Labeling Agreement dated 03M21 between PGT Industry, Inc. and CGI Windows and Doors Inc., signed by Dean M. Ruark, P.E., V.P. Engineering. on behalf of both c)napanies. G. BOTHERS 1_ This NOA revises ,& renews NO.0 20-0429.05 (PLA w/ CGI), expiring 041140-6. 2. The arrest associated FLA CGI file #21-0204.01, expiring 04/1406. E -6 Ishaq I. C'Larda, P.E. Product £'tarsi Unit Supervisor N0A Iko, 21-0105.03 Expiration Date: April 14, Z026 Approval Date: March 25, 2021 PGT Industries, Uc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALMT ASSITR.4n~NCE 1 _ Miami Dade Department of Regulatory and Economic Resources (RER)_ E. X4LTERIALCERTIFICATIONS 1. Notice of Acceptance No.issued to Vision Extrusion Limited for their 'White Rigid PVC Exterior Extrusions for Windows and Doors", dated 0913/15. expriring, on 093a0. 2. Notice of Acceptance No. 16-0920.+08 .issued to Vision Extrusion Limited fortheir ' %-E 1000 Tan 202 and lighter Shades (lion-N%17 ) Rigid PVC Exterior Eztrosions for Windows and Dooms", dated 1210:8116.. expiring on 120-9121. 3. Notice of Acceptance No.1."528.15 issued to Vision Extrnuion Limited for their ".Brown Coated (Painted or Laminated) ►T1ETtit+e Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/1.5, expiring on 09130119. 4_ Notice of Acceptance No.16-0712.02 issued to ENERGI Fenestration Solutions USA: Inc. for their "TA.v 304+0 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116. expiring on 0104021. 5. Notice of Acceptance No- 16-0712.01 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09.,15116. expiring on 04116120. 6. Notice ofAcceptancce No-16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc_ for their `Whhe Rigid PVC Exterior Extrusions for Windows and Doors" dated 0&10117. ping on 012811 & 7. Test reportsNo(s). 10-OW2-792(A), 10-O&MO527, 535753-09. perA5TME-94. ASTND 1929 and ASTM]M35. issued by EXOVA to Vision Fatrusion for cellulosic composite material (Submitted under NOA9-Yo.11-01OZ04) S. Notice ofAcceptance No. 14-0916. 11 issued to Kluaray America., Inc. for their "Sen.try-Glast (Clear and White) Interlay-er", expiring on 07/04'1 S. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Tra►sifolg', Ultraclear" Clear and Color PtiB Inter'layerf'. expiring on OTT 19. F. ST ATEXIEi`'TS 1. Statement letter of conformance with FBC-5* Edition (2014) and FBC-6t%Edition (2417), :L� by manufacturer, dated 09/14117, signed & sealed by Lynn Millet, P.E_ 2. Statement teller of no fimanckd interest. dated 04,01&17, issued by manufacturer, signed. & sealed by Lynn Miller, P.E_ 1 Letter of lab compliance. part of the above test reports. 4. REP, Test Proposal No. I7-0387. dated 05105117, signed by Ishaq Chanda, P.E_ G. OTHER 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series ' 557 012770" VinA Shang Glass Door (Reinforced) - LAi.L", cqmng on 04/ 1.4, 21 E -3 lAaq I. Chaanda, PE. Product Control Unit Supervisor NOA No. 21-41.05.03 Expiration Date: April 14, 2026 ApproralDate: March US, 2021 ty N Cn f (D �- O C O O N C tZ co -0 �- .CD U C = (D = -p co U cis -p C 00 8- 'sC C CD O O 3 LL j � .Cn N E .� a F�--0 Cn 402 =cn<C Co Z W J O c Ifs o -c tN W o _ o a: Cc t.) N o m x c L+- cL to o p tV •d. N a� ca Y Q a ea o c Z, a 3 3 cu W a, ca a, CU c o cz •_� T. GI, G. •� C E p_ u Cn QD E Ci3 C CL O CL Q O s_.. CL �J CU m 0- O LCU w Q N z J Z Q J a 1 SHEET PA August 10, CD .C-- _ Cn O U MIAMNMIAMI-DADE COt1NTYPRODUCT N N tZ O O CONTROL SEC'rroNCast-CreteUSA. LLC Cast -Crete U5A, LLC Cast -Crete USA. LLCDEPARTMENT CU CL OF REGULATORY AND ECONOMIC RESOORCES (RER) 11805 SW 26 Street, Room 208BOARD C .� ai AND CODE ADMINISTRATION DIVISION Miami, Florida 33I75-Z474T (78b) 315-259U F (786) 313-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEDNOTICE U r--� Cl) . -• C CU OF ACCEPTANCE (NOA) www.miamidade.eov/economyCast-Crete � Ca Cl) USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.036324 O 2 0 O (D County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGSSeffner, c O LL 3 Florida 335134 I.DrawingNo.FD4612,titled"PrecastandPrestressedLintelDerails';sheet1of1,1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'sheet 1 ofpreparedbyCraigParr;nv, P.E., dated March24, 2003 and Drawing No. LT4612,titled1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03/24/03 and Drawing No. LT4612, titled "Cast -Crete 4", 6"& 12etlhruh "C7 O O 3 03reared b�,SCOPE: Cast-Crete4,6&12"L;ntel.SafeLoadTables,shestogf,ppyLT4612,titled"Cast-Crete4,6"&12"LintelSafeLoadTables,sheets1LintelSafeLoadTables';sheets1through3of3,Iasirevisiondoted06/12/14,allThis .� CU L_ � NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March24, 2003, lastrevision #I datedApr;l 28, 2003boththrouh303,reared bCraiParrinv,P.E.,doledMarch24,2003,lastreared,sinedandsealedbCraiParrino,P.E.,on08/19/14.The CL Cl) O CU CL documentation submittedhasbeenreviewed and accepted by Miami -Dade CountyRER-Product Control draw;ngs signed and sealedbyCraigParrino,P.E.gfppygppgygrevisiondatedMarch11,20D8,allsignedandsealedbyCraigParrino,P.E.,onSection I— to beused in Miami Dade County and otherare .�C)<[ E.ydEoaeT r:7- c.oCZE 0 LQO Q U0 C/) ..�J M mQ o�- wZZZ Q SHEET NO. PA 1.5 as where allowedby theAuthority Having Jurisdictiong,TESTSMarch2Z,2012.B.TESTS(AHJ).1.None. 1.Testreportonflexuraltestingon4",d"8rI2"PrecastConcreteLintelsFilledandg,TESTS ThisNOAshallnotbevalidaftertheexpirationdatestatedbelow.TheMiami-DadeCountyProductControlUnfilledModels,totalof(13)concretelintelspecimens,perASTME-S29-94,preparedC.CALCULATIONS Section (In Miami DadeCounty) and/or the AHJ (in areasother than Miami Dade County)reserve the right to have by AppliedResearch Laboratories,ReportNo. 30404A, dated 04/10/03, signed and 1.None.1.CalculationsjotCast-CreteLintels,dated O8/19/2014, pages 14.201through14.236, this product ormaterialtestedforquality assurance purposes. If this productormaterial fails to perform in the sealed by Christopher A. Haman, P.E.C.CALCULATIONSpreparedbyCraigParrino,P.E.,signedandsealedbyCruigParrino,P.E. acceptedmanner,themanufacturerwillincurtheexpenseofsuchtestingandtheAHJmayimmediatelyrevoke RflflwuFR _ 1 L ECO PRODUCT ItVAI U&U0N EftMXNU 2 HM1I.0E 2 O IIVc. 1 L ECt7 iNc. TILLIT TESTING a ENGINEERING COMPANY ---- __ 22-MST REPORTS; Large missile Impact and fatigue load tests were performed under Protocols TAS IMAIERIAL CHARACTERISTICS AND SPEOEWAD2NM Shall be strictly In accordance with General Notes and Components indicated on TILLrr TESTING a ENGINEERING COMPANY --' -- wAT rRR A. TTLLIT, rDt., rb. "t GORE III. It L'"O,NA:j° °)•alA7 2D1, 203 as per section 1828 of the Fbrlda Building Code. Uniform atatic loads sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D.), drawing ( ) g WA �.. _ LTBR LLIr, ra , rE{. PRODUCT EVALUATION REPORT "It000f�6Oi'°°� 9I,P.F UrNNIIN, 441r PL C a U..PHP N,. 0006719 as per TAS 202 Protocol. Test reports prepared b Hurricane Engineering & P p P Y 9� n9 No.20-176. Anchor specifications shell be as Indicated on sheets 1, 7 and 21 of FLL.ALI .NP, LOM?19 Testing, inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09/1811996, 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 04/16/1998 and REPORT NO.: 20-0727.02 # 2126 dated 10/0511098 witnessed by Gilbert Diamond, P.E. and Report No. 7. UMITAAONS AND CONDITIONS OF USE' DATE: July 27, 2020 REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2000. signed and sealed 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 PRODUCT CATEGORY: Shutters DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, 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 SUB -CATEGORY: Storm Panels PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by T1lteco, Inc, and signed and sealed by Waiter A. Tillit, Jr., P.E. PRODUCT SUBCATEGORY: Storrs Penes 2.3. STRUCTURAL ENC9INEERINQ CALCULATIQN%- 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind bad and panel MANUFACTURER: Globs) Protactton Products. LLC MANUFACTURER: Global Protection FrOdUGIRIL& length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., 7.3. Product shall only be installed Into poured concrete, concrete block, and woos( frame 4800 S.W. 51 Streat 4800 S.W. 51 Street dated 11/03/09 and 03112115, signed and sealed by Walter A. Milit, Jr., P. E. structures. Davie, Florida 33314 Davie, FloOW3314 1, PURPOSE OF UAL ON; $ISIL MSE IMPACT RESISTANCE' Product Evaluation Report prepared by Walter A. Tillit, Jr., RE, (Florida License 14 PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44187), President ofTilteco, Inc. (Florida CA-0006710). This is a Product Evaluation Report Issued by Waiter A. Tillit, Jr„ P•E, (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. l ID # 1908) to the Global Protection Products, LLC, Rule Chapter No, ID # 1906 01020-3, Method 1 D of the Florida Department of Business and Prohsslonal Regulation. 4. IMND LOADS_ RESISTANCE: �%ow"I"IN)"„ ��, `�v9S�pA: 71(V�ns. ti • • Method 1 D the Florida Department of Business and Professional Regulation. li 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind Maximum length shall boas indicated 8, 10, ,� ytT:' JCEN '9 i This product is being issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2420 Seventh Edition of the pressures. panel on sheets 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. - -• . ,---�,,,e��� 44167 � •� *;; This product Is being Issued an Evaluation Report as described herein, and has been vertfled for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended.f�`"� 20.170. Maximum Anchor Spacing shall be as indicated on sheets e, 9, 10, 11, 14, 15, 17, 18, 19, 20 25 aril 28 of 26, of Product Evaluation Document (P.E. D.), -_._____rt g# 1.-___�* = STATE OF Florida BuildingCode, and to verify Illy that the product is for the purpose Intended at at least equivalent to that q required by the Coda, drawing No. 20.178. ,� __,_. i � OR%U least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of 5. INSTALLATION: % Nj, ltr, This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect Its Ilmltations and conditions a Building Code change that may affect its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED; 2.1. DpCUtA EVALtMed sheets sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document drawing No. 20.176. Minimum separation to glass shall be as D:%TTIILLTECO ADMON RECORDS \P. E. REPORT.201GLOBAL PROTECTION PRODUCTS, LLC t 20 GAGE GgVANOW STEEL STORM PAN0.I ORWO Y 20.1 M% REPORT 020-0T2&Ot 2. EVIDENCE SUBMffT D: Drawing No. 2 "21 GALVANIZED Drawing No. 30-170, tilted "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14,16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No, 20-178. 21 _ .• H PjiSQ.{lGT.E_V.A,I.UATION DOCUMENT LP.E.b.): "24 sheets 1 thru 26 of 26 prepared by Tilteco, Inc:; signed and sealed by Wafter A. Drawing No, 20-175, titled GAGE GALVANIZED STEEL STORM PANEL", Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part1�1�7rIsyr tT/C cry„y/ sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Evaluation Report. 4*%tit A A. r/��a,, AAAA,tMRA tsAA'\�P (/pay, Tillit, Jr., P.E.; dated 07/2712020. This drawing is an intelo,tl@ti��iQ16 Evaluation Report. C............ t/ '4 P' \\[ENS r \\OENsar'.'. aA r \1 T`iQ - - #-_ N0. 44167 i =a`�s�� r�=� `-_- �i.-44167 _ ze 8r'. , tit : .* * r� -�T ? * i A _ '% - �- 167 i,��,A,�, ------&`OPtMf ?r / f i STATE OF i� 0r .,,- FlOR105 .` 7, S A - • F ORl4P ' ��(I, ,.� 6355 N.W. 36th S S/ g 1 tEre1, Suite 305, Miami, Florida 33 t b6 - Phone: (305) 871-1530 - PbO, '�n„�S�ONAt E�a' pNNnunlE�l/ fi35S N.W. 36th Street, Suite 303, MisrDi, Florids 331I%- Phono: (305) 871- h7ritp(3i �\✓397- " ' 1531 rHI....... `' uaNNNIItt� : STO114 ►ArRL SHOM W THIS PRODUCT EVALUATION DOCUMENT (PEG) HAS BEEN VERIFIED FOR CONPUAKI, IN ACCM04W( WITH THE 7020 (71T, EDITION) OF THC FLORIDA BUROR/G CODE OESICN WAN LONGS SHALL DE OMMRNEG AS PER SFCTION 16900E THE ABOVE MENTIONED CODE, FOR A WND C SPEED AS REOUNCD BY THE JURW MW WHERE THESE SHUTTERS I LLI BE INSTALLED AND FOR A DWCTIDNkff' FACTOR Kd.OBS. USING ASCE 7-16 AID S•HML NOT EXCEED THE MAXIMUM (,AS.D) Oil," PFCSU IC RATNGS INDICATED ON SHEETS 7 rHRU 12. 14, 15, 16. I9 B 20 N ORDER TO VERIFY THE ABOVE CONOTON, ULTIMATE DES" WIND LOADS DETERMINED PER ASCE 7-14 SHALL BE FIRST REDUCED 10 AS.D DESIGN MIND LOADS BY MULMYNG THEM BY O 6 N ORDER To COMMINUTE IN= W/ MAX (AS D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 TIM 17, 14, 15, 19, 19 R 20 IN URGER TO VERY THAT AG110RS ON THIS PC AS TESTED WERE NOT OVER STRESSED, A 339 INLWASE N ALLOWABLE smss FOR WMO LOADS Was W1 USED, N THEP VNIVSiS. rAs"Or9 sPACING r0 MOOD ,AS BEEN OETERNNEo N ACCORDANCE WITH N.D.S 2018 STORM PANEL'S ACCOUACY FOR IMPACT AND WIND RESISTANCE HAS KEN VERIFIED N ACCORDANCE MTH SECTION 1426 OF THE ABOVE MENTIONED CODE AS PER HURRICANE ENGIRE N0 At TESTING NC. REPORTS 96-569. 96-570 a 96-T30 AND FENFSiRARO01 TESTING LAB INC. ACPORTS 12032 a 02124 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203 As WELL AS AMCPoCAN TEST LAB M SOUTH FLORIDA REPORT /0219.01-09. AS PER TAS 201. TAS 207 Mo TAS 201 STANDARDS. 2. ALL ALUMINUM INTRUSIONS TO BE 0063-76 ALLOY AND TEMPER. (UMLCSS OTHERWISE HOMO). SEE. SHEET 2 S ALL ALUMINUM SHEET METAL USED At CLOSURES S,HKL HAVE 3105-Hi ALLOY. 4 ALL 51EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL OWL1M1 STEEL ARM A-533 GRAGL SO MNANN. 4-60 OALVANITED STEEL CESINATION W/TV. 59.3 NH (AFTER ROLLED). 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 416 N9 SERIES OR CORROSION RE3151ANT COATED CARBON STEEL AS PER ON 50016 W/ 50 Hw YNID STRENGTH AMC 90 AM TENSILE STRENGM 13 SKILL COMPLY W/ FLOMM BUILDING CODE SMI" 2.11 3.3.4 a BOAS TO BE ASTM A-307 GALVANIZED SYCEL. OR ATSI 304 SERIES SIAMM STEEL, W1 36 NAI WNIMUM YIELD STRENGTH • ANCHORS to WALL SHALL BE AS FOUOW1.. (A) ID_JABIT Q_fQ,n0A;.9NCRN - 1/4'0 TAPCON ANCHORS AS MANUFACTURED By I.TW BULLOEX. INC (Min C-Pal.) - I/4' • . 7/a' CALK-N ANCHORS. AS MANUFACTURES BY OEWWLT INC.3 C. (MIN. I' 000 P4,.) - 1/4'P A 3/4• XHIO--SET ANCHORS. AS OL tBUTCO BY ALL POINT SCREW, BOLT a SPECNALTY CO. (11" I'c-MM P.N.I.) - /IF-,o PANELWTE FEMALE 0 4 PANFi MATE PLUS ANCHORS. AS MANUFACTURED BY ELCD CONSTRU IT Al PRODUCTS (MN 1'c-33S0 WIN.;) - 1/4-0 Cr TAP -COW ANCHORS. AS MANUFACTURED BY IRV-FAST CORPORATION (f'I:-3600 P-.N) AI) MINIMUM EMBEDMENT OF rAFGGN ANCHORS Win POURm CONCRETE SHALL BE I 3/6': 2• FOR PANELMATE FEMME 10 AND PANEMALTE PLUS AMo 1 1/4- FOR Cr TM -GRIP ANCHORS AV) CALX-N A SOUD-SCI ANCHORS SHALL ITC EMBEDDED 7/8' INTO THE POURED CONCRETE ND CMBEDWNI INTO P 4' SIUIGYA SHALL CRAITTTLD, 1 I- 9(7EWS U IK I t 2 LONG MNNIIY SHOULD DE / 20 USED SMALL / ST11GM EXOT, LRAM MILK I 1' WITH VAW. roll WALLS WITH NO STUCCO. AR) LAY tTE' HEADED SCREWS OR Ali THREADED SCREY/S W/O REAL).REAL),IPTi NUTS A 3: N CASE n1AT PRECAST SIGHT. PRECAST CONCRETE PANELS PAVERS, STUCCO OR WOOD BONDS BE FOUND ON rN EXISTING WALL OR FLUOR ANCHORS SHALL BE LONG FNOHNH TO RWH THE MAN STRUCTURE BEHNO SUCH LS PANEANCHIOMGt SHALL OF A5 MEN-04to IN A1) AND IN A.2) (a) TTT LS 0L�ALLAVWL.G-20'- . 1/4• a TAPCON ANCHORS AS WHUFACIURED BY' I T w BUILGEX. INC - 1/4' 4 A 7/4' CALH-IN ANCIORS. AS MNUFACTUPFD BY DCVM0 INC (WIN. I'c-1500 P.a;) - 1/4'9 A 3/4• SOLID -SET ANCHORS. AS M7ROiTED Or ALL POW SCREW, BOLT A SPECULrY CO (MN. YF-400 9..1.) - /TN -RI PMELMAIE FEMALE 0 AND PANFLMATE PLUS A CNORS, AS MANUFACTURED BY LLCD CONSTRUCTION PROOUCITS (MIN rc-2071 of., NVII - 1/4' • CF TAF-CAMP ANCHORS, AS LMNFACTUPFD BY tRU-FAS'1 CORPORAPON 0.$I MINIMUM EkINZW Nr OI TAPCON MCHORS.. ELCO PANEIMATTS AND Cr TAP -CARP ANCHOR. INTO IHE C ���- BLOCK UNIT S1M4 9E I 1/4'. 0.2) CALK -IN AT SOLID -SET AHGIGIS 3HNl RE EMBEWED 7/8- INTO THE CONCRETE BOCK UNIT NO N WO STUCCO WW1 BE PFRWTTFD '/4' "-20 SCREWS USED SHALL BE I 1/2• LONG MIMNUM S,OU EXIST. NO I" MINIMUM FOR WAJS WITH 40 STUCCO_ Ti'Q: 4 0 3) IN CASE THAT PRECAST STONE. GR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS RE FOUND ON THE EXISTING MALL_ ANCHORS SHALL BE LONG EHOUDA TO REACH INC MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL K AS MENTIONED IN 8.1) AND N 6.2). (C) TO EXISTING J=-UN1fL-3MG9)Li0&M4.L_-_.2SS MIN, - 1/4Y TAPCON ANCHOR", AS MAWF'ACTIMEO BYI., WI BUING(XL , N 1, 4-10 PANEyMATE FEMALE 10 AM PANEIAAFF PLUS ANCHORS. AS IAAIUAACTURED IN ELCA CONSTRUCTION PRODUCTS - 1/4'N LAG SCREWS PER N.O.S. .. 7/16'I . 5/6' WMD BUSHING. AS DISTRIBUTED BY ALL PW SCREW. INOLT At SPECUL.T) 00. C 1) MINIMUM THREADEt1 PENLTMTON INTO WOOD OF EAPCON ANCHORS SNAIL W I t/T' AND 2- FAR GCO PANELMATE PLUS AND PANCLUA.E FEMALE M C 2) MINIMUM THREADED PENETRATION Of lAO SCREW. On THE W000 FAAIC DINT SKULL BE ' 1/2- NO rr*f.* EO PENETRATION INTO STUCCO SHAD, DE CONSIDERED AS PART OF THE REONIIED MREAM PENETRATION C 3) M UM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS IHOICAIM N THIS DRAWING C.4) MtlMRY PENETRATION OF V1000 BUSHING SHALL BE S/B• t/4. 1-20 SCAM USED SNAL: at 1 1/2" LONG MINIMUM SNOUtO STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 05) N CASE THAN PRECAST PLO&, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHND SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED UN C, (), C.2) B C4) (0) ANCHORS SHALL HE INSTALIED FGELORINC ALL. OF IMF RFCOMMFMMTN)AIS AND SPECYICATgNS OF THE ANCHDR'S MANUFACTURER 6 PANELS MAY ALSO BE NSTAU D HORIZONTALLY FOLLOWING NSTALLAIXA oflNLS SHOWN ON SECTION 3 T„NOUCH 10 (SHEETS 4 IW O" 6) ENCEPt THAI LaMERS T A (D SHALL NOT BE USED 9. I SNML.L BE THE RESPONSBRUTY OF THE 0MIRACTOR to VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHL3REA IS TO BE ATTACKED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL CNIY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FOAM BUILDINGS. N PANEL 0 GC REGU NN REFTII.0WITH 2 LENGTHS MINECT ELY, B'-R 1 -.' AS R e 1 iHIAWGN 2 PER SEL"110N5 6. B. • ° AMC KIERNTMS aW, 9w R IOW ON 5HR'CIS 5, 6 a 12 RESPECiMLY; SWVL HAVE A LEGIBLE AND REALLY 1ASMlC IAIAMINC NSWIUGTMTG OWNER GR It TO SECURE PANELS WITH APPLICABLE REINFORCEMENT WRING PCRKIDS OF HURRICANE WAN" I I THE INSTALLATION CONTRACTOR IS TO SEAWCAULI Nl SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONIACI WON THE M"NG TO PREVENT WNO/4011 NRW1SION 12 STORM PANE. INSTALLATION SNAIL COMPLY WITH SPECS INDICATED N IHS DRAWING PLUS ANY BUILDING ,AND ZONING REGULATIONS PROVIOFD aT THE JURISDICTION WHERE PERMIT IS APPLIED r0 13 (a) INS PRODUCT EVALUATON DOCUMENT (P.E D ) PREPARED BY THIS EKMEE14 IS GENERIC AN13 OGES NOT PROVIDE IMpFMATKNN TOO A SIRE SPECIFIC PROJECT. I a WNCM THE STYE CONgIXM OEVMTE MOM THE P LD (a) CONTRACTOR M BE RESPOP0111.E FOR WHE SELECTION. PURCHASE AND INSTALLATIONNCLUpNSAFETY G TAE SAFEOF THIS PRODUCT BASED ON THIS PE.O. PROVIDED HE/sKE DoEs Nor orvaTE FROM THE COKNTIONS DETALELI ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONIRACtDR'S RESPON54WITY (4) THIS PRODUCT EVALUATION DOCUMENT WILL BE GONSWERED INVALID R MODIFIED. Ndl SITE SMIF10 PROJECTS'SlTAL.L BE PREPARED BY A FLORIDA RECIS7EAW ENGINEER ON ARCTRT:CT WHICH WILL BECOME IHE ENWNEER Or RECORD (E.OJE.) fOR THE PROJECT AND W40 Wqt BE REV"SIB E FOR THE PROVER USE OF THE FIX b ENOBEER Or RECORD. ACING AS A OELEGATED ENGINEER TO THE P.E.O. ENGINEER, SHALL SUBMIT TO THIS LATIER THE SITE SPECIFIC DRAWINGS FOR REVIEW. III) THIS P E D SHALL EIEAIR THE DATE M40 ORIGNAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGIIER 01 RECORD THAT PEPARCO I 14 SHUTTER MA UFACTUAT t'S LABEL SHALL RE LOCATED ON A READILY NSRLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709 9 3 OF FLORIDA BUILDING CODE ONE LAM SHALL BE PLACED FOR COW OPEN""'. LABELING To CGAPLY WIN SECTION 1lot 9I OF THE FLORNA amoNG COoE THIS DRAINING ..WALL OWY BE t/BFD TO INN NM .AN PERMHR N THE SPATE OF FLORM INSTALLATION INTO EXISTING POURED DETAILS FOR REGULAR PANELS[ CONCRETE OR CONCRETE A dA BLOCK STRUCTURES alaaTE AIaHo"6 i SOEDUHf a troHHc1E,1 AMCIa"S e) a 1,a01a1,COSTM (sQ 9CHmaE aCOACREE AICNIUK j _ a 1 A(O I tH1EH9 6 1,9gIwH Nc PG)REGsS-EM CONCRETE AIIOM)Iw ,A1SCM "INDIA \i1,m5 MEAL P'OUDEGE 4_L MiHTunat e q , I EXST -Y-r tl011fJ1lTl lEOA fED: N'N n Fy-woni 0 ' �I/7,. ._) GK 91/. A x(Er_^• WTI.,.- YyPL--IRA'f2' �1/4• :, .\,: ,•, E{--- 4•l.S inn _ ,17 r IrI {E -- sMa •.• 4J�/w0i41[0 ^ I pw EJ). \M�" Eftl9MIG POUI1[D a E b �8yyCONCREIF 2 \\. ` i14 T," I a _ RCOVRCD .: ,1 j , W' 9/N96�MyR/�' 1 M^.,�,,���',,-�{�•.�,��• 9A1 9 AU folDULf I RM , a-G'OMMRON , 1 g�7 ] .. 1D d I , 1 L39N pW •IN I [ .,,.+ • 12 I/Y ac I 2 I/Y ach I IV � ,XA ,• 4A 0r 1 i 1 I S I IR I-IAI �- N,. ,°NN,H ,- 1 (i 1 '1 "'i I I a-') i I J Ira fro. weOwt�"-" " I /:1 , ro awe I �i P I T 5S - 1 1 I!J 1 nNo" -1 I aAs .; ) A ( 5 I 1 V 1 I c: i - I I "-O I I 1 1 1 I III 1 1 I 1 I 1 I 1 I r6� 1 1 r 1 1 'I .. v- E aE , 1 I MI MUD • I 7n'INva' ,2 ,Jr OL ..I WMARK a 4NAL qI FXaIRM F01A E D, I ' : 1 I aAM 17 'Ir ILc. f LD I CA6YMW POU6D.. ,. r IAfRY STUD • It EXISTING POURP, E O ,T ,/2' PC. r CONCRETEMOR BBI `;- I �• . I JtL _. _._ i � ON_.._- , E-_ { ,2 ,n' OC r K CO BB L 2 REQUIRED / 1 2� 1 / J +lr ) T31A"IG I o DEED Y \ w - - MM taI mOIRM) �• . 6i .. I /�:�REQUIRED W/ fRecommet . - {aAl ti:' F4r4, a ©M --E (a so�aGE ON - B O O„, N �:. - F', IL/ 2 RHD I Na • R oc (SCE SO MIQMS 4 11 . -\ ow fII�1�11If • 1 ea t�saRDGE.a' 911EET3 a tMroua„ p affo 1fCNl(TAN C "ails B DWOIAH 9) 94315 a M NO.G. 6) 61 9CNI�JIN I fGIE 3/8.., 9CAtE ITle.t S, ,K, L_. _.... -- - ___ I.- - I--i E.D. EDGE DIS ANCE 44%:- IOSHEETS I (SEE SCHEDULE ON a e o) 1 I 1 ��7�M,��Ly ' MK• X. a � NOTE FOR DOMONAMON OF SECTIONS: I L I n l 9tow WILDc �, tl ,"INNIIMM TEMP h BOTTEM1 MOUNT CAN BE I I LS/*V�AR A l/I"'rrA,,� ....:...(�/f. COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, A�t '. � ,�. ,, • FLORIDA BUILDING CODE Ni h VelocityHurricane �OrGR[TE -1/4'. ' .. RECA NCG : * . E INd3o n Ecd. IYr 20 GAD[ GAIYAN= STEEL STORM PANEL allocnDwN ao u �F 1O tDU 6 01 mars a nwoUat a) ` * '• TATE : *I - �'" —_ m/a O 'PFS. OR10 GLOW PROTECTION PRODUCTS. U.C. a II�.IC C O . > EBEa 4aoe 9W 1, . Nq / dAL E �2 +z 'T e..-. WA WWM n rM PWW (Bvgm�76 a I. l964)•99-an2 20- IRA !) AI-qa N, , R PH-,LI SfJ4E 3/5.1 HM nA.nl,Iw7,N rg.. _- _ _. - _.. 1-1-1. _ w _alas OOMPONENTS FOR BEGULAR A LIFE SAFETY STORM PANELS (SCALE 1/2-I' .-1...- .. .. _. --.-.-- - -. -15196• (TOTAL WOTN)...... -' -- - ..... _ - .- .... ..-_....15196' MAL WHOTN). ._ . _ 12.SW (EFFECTIVE WIN) _. -. - .-. --- ­1 - ' r ...-F3'ISD' . ,. I-1.3 I '�• �. ,-. ).3yp -. -A.3D0' I 1 ,,,+T. h T.360 '\, O.qM' MIN, TNNS1 . *.,y500' I-360• -'i ^AM /:• i ., h ` i 17 I 9ALVANIM ST1Ep A-66J 'g-20 ,r 4, r 1 2.000' 2.07' GAUMAIVED VOLE ASIM A. 051 , / J i TM 2�657' °ANY. ' -. 1 J' I TYP IHOKM[o mrA \ \ GRADE SO MP1eRN OCTAE ,24•, I )IOeIED � . txTAa LT I I,UPAIL l F60 GAY. A ,' 40.E A 40.8 L�DAN. I - ----- -- - I.A01 - ' I - - - ' ... - ' .. _-f (D STORM PANEL ® END STORM PANEL - 21wr I ✓. N 30' --- ._ ..: NAMICLS FAIO LP "� 100" Jam' _78 -- 760• �- 1304 St o, %: Boom `W W/ wwurr, EG7 �^ ,� / I .100* R 4 1 2 I - 1'�• SS SRp NNV.O SS STUD WARD F50'•- t2 1/Y QA:. 12 1/T O.C. `/ . �,- �.,, , %y -- 3.375• 09Y 493• t1I S• 2.000• 1 500' tti ,SM• / `.'t — - 2126" o93' 1 UA I t�'.97a;xiE. DETAIL )1/.' � R e',•790 I y T25• f I i UX .. a D '375� . �_� I..- .- -. S• MUP . ... ... _ _...1.500'...« 1yo0'.-.J �1Icr^LM YIEMI DETAIL A I m..' 1. ro N W. '3aC .... .. ROUNDED CORNEA a ENDS OF PANEL'S END UP w/ KEMMEO EDGE. AO INh- HEADER 0 -U- HEADER O &= ® ANLSLE WITH STUD ANGLE WITH REYME (N.T.S) D 1 ---.. I VAe[s SEE OE, IL374* 0B9 -I ,-_ --.. . 1.390" - pr PANEL 18B •� .. 096" taST+ .-. - 310• 26. tA07`I ENS•........) ]I;6" ..8,05 +H+ 1 1 !41_..606" ...._ .r#I �126•.t/4.9-a 304 sma --I. - F I Id S.-_(' ..�, ) SANG 1D 131,E 1062513-0' 1.871 t,� p/ I.. 3'1.34y �R.069' T.0T1' ♦ �.Y. t Ot6• 1.SOD' F-f D INt AwE)61 ,HP i L .1 _ ' ?.oeo• i.. _ _ ._- _EVERY -_ _ N , t 957 f . A•A Iles' 1 : 08N• ?,Ow- SO KEY HOLE WASHER An,* - 2000 - --tTm.> 063• (�) Ntr TRACK ANGLE ® vat or TRACK © FLAT PLATED 0.036' (umI.) - Da4 %41mu WM STUD GALVANIZED SIM _ D 1' �-4-' L�A. R, i Y. 15' "MG N/ t.a 3"/0",�CENIfF '•.� .3715'I .4."10 .87e'• (_ _ _� sis- ' - T ) r ND• 44167 I - 1 - * : * i * FLORIDA BUILDING CODE (Nigh WICK 1 .... --.. _. .T 1 063•.-: 7AWC ulpat Nam or PPANEl TAiE «9E0 nT[a0, •2 I - 2TVO• 12s_ — .78`7S• ITO WRIC Min �1'. 11'..... 1 20 GAGE GALVAMM STEEL STORM IiEY. H= OF , t0QT 2000'- - pETA11 1 - �'i'"i` AT PANEL ES � ... ® 2KZRX114- IMI %� TL E C O EMa. a PROTECTION I�OIAlC1 w ATBIIATMLY. ,laf WIKe KAR WITOR I " "'Tr ,y MN W" r .q 1IRFH wIY, a RNw PNOIWi lMHlw 211H. rN (fM)999-91 ALUMINUM ANGLE IgNDUMc W %9" W/ IDDRCNNL / LMI Pn-•AM . n, : PIRA wl-w1 Mr. • )/a•N3/3Y SaMOt MAMISSS CA-0i6 fi w. M STEEL OR NICKEL hAtfO 11 MF . f A9MJf1aMTYla/a14 TOLIa A iTLAlf A., PL + 1 r�IT INSTALLATION DETAILS FOR REGULAR PANELS L.&AII 00 CI:QSLRiFS DETAILS FDR INSUI WKIN IN POLK0 OONCHM INTO EXISTING POURED CONCRETE OR CONIC ETIE BLOCK S' COKFUE M= OR WOW ,� �P7,a„w,E �a vp.�,A' BpR/Sy VAUD FOR SWUAR. UFE Sill AND E-Z N" STORM PAtEl SY5TDE1 ttE SCHEDULE ON SHUT a IF a) Comm( 3CHmYLL as RWO'BINN 'i' 6L-- 71W119 a TMROpN 9) ..1 r 1--M, ;M.�__.lj) MKNXIETC \ I -..__. ED 1/2� A ..MIA._ r�+F Lre�iW�i.'I .1 F],�FL,aA IyI 11 0 .� I /!( [ABTaA F'N"1W 1 L /i IEowEa I c.H 1 \ �® L E0 1 1 . L 'a I _ I e f ' 1 I I f I w EXI41aN0 PD M' H I f A o-_. T w l }iI M. "� CONCRETE ROCK I 1 1 -.. M• -- I REQUIRED. I I -,P� - = - J I 1 1 1 1 I M ♦ jp�aN) QD: ''a1 . '>"�17•.w HIP. 4V xWI`AIF& w I a9oR�.R jeLAN) 1 OUNIP. f N IONS-""�-t I 01 _2 fA" SGLf. S/t6•t" INIt4al/IH w Ls, 01/Iw , ,�: _ ( E'NCmN.04T F i 1 I A4'P I X, ' r. Pw=.IN I i—ITN HaP,.-Z'bAM•1CP— I ti ANf ry�"�'d•-A111' •A I. to 1101e9Af M-'W7 i� �t.�Y,TMPA I . %41 ' , ,0 aArA t � �Qj 1 r 1 TO 6 AAl a � i 1.1 ! i i [ ... r ..Lr laver ,a — ,Iw w I I k H T I g two•. •, 1 i I tWn� I 9S41L i„a �T : '(f; -.-` r ,:.:, W r 1/. r CONCRETE OR - I 1 CASE C ) i V __ ICI CONORM M MOCA 1;. I �� ED bite I _.. _.. 1 SCALE 3/TWI�t� "% D (�t�t1i) 1 CONCRETE HOCK _. " I RLOVIRED I ,/2• :._. p�rE1S,.M2/����•Py ��• - °is -I M, ,+9_A�AI�aEI, ,,,p�W 4 -. _. 1 R S ..N F 13/4... a981M11 I" Ok Waa3 Ali-�'• N-r '�wl� w-'AN �� IYiI[.-IRA a MIELWTE //�� aa� ,,�A���wIP..... • FEMME a AO AMINMTE Commit ANCHORS ., i) +-,' IW' PrA1P AaWY • PLUS OII G TAP aw (SR 3mHA9ULt a '`% ,s - - - (�OC,6,EvelA9E)9 a SHOM a nomww a) e..I ',. v: SCALE 3/8-1• SPJBE ] , --'.Fit•. INIM 0 KMO— ba�• F 4 r t;.) , \ l%)a'® r y•p•pNwn� . _. (ODE of EXISTING a NEW I • WDE . VARIES A I/a' LO. • EDGE DSTANCE /, , ed0,'G-M O- IWw)W _ �MNI THICK ALUM. TM GR I• A (SEE SCHEDULE ON 0 a® CASE f LPLAN) - - .' _ EXKINO STUMO/ PT 0000 MATE SPACER .t \/�7 SHEETS B 3 91 1 SCPLF 3/f/.tT— ' / I e NEW 11' MOE , VARn F 1/8• WOOD SAM / ; . '� NO/F FD/t CTNIBB6R710N OF erM1ONS; NAIL TUBE OR 1• . WMES _ - I P T. 1Epo0 PLILTF SP•CG I TOP t BOTTOM MOUNTiNCIS CAN BE BEAIMD TRAnE "' 1 COMBINED EN ANY WAY To SUIT ANY �iASE E LPI/W) o `,,� •• CONCRETE AAIG10RI1 "- - 'T L (� R.O ry- R C� INSTALLATION. SGIE-- 3/- 1�•I�- -- CAKING POURED �, .• ✓ FLORIDA BUILDING CODE Mt h Valoel Hurricane OaMaaR Ailgp—�.---: N�N(;AE7'C 00 �. IA-�P IML'tl ,•Qa'p"4INPTO R "w IpAMR I 1/2' 19n OOIIOIEII BLOCK f, ; a WEAWR to .m w1W6 aC rl a e • • ) y woo. REDUCED. IraW Haas, : NO 44167 20 GAGE GALVANIZED STEEL SIM PANEL "I„' ,� SECTION x-x * * 108AL PROTECTION PRODl1CT5, LLC h ,X.•. 3/8-1 $ tE DL`-_ , `�'�`_ IL E C O EE9t. \ ON DETAIL FOR SPACERS REQUIRED AT TOP OR - - NOD LW. Al stnu O''' RIOT'' n s R r. Ra'.rIK, a w,w P,WND cIMJ1mm. OL r�i"pNA�C••o97 20- F.e_' i_ 'r'.N W'F•ODUC'rEVAE.tsT•EON Rmn];TNo. 20.-..T_o2 2 LL TEST REPORTS: Large missile Impact load tests were performed under SSTD 12.99 standard as per section IeO9.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3 r ASTM STM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mohner, P•E., Boriz Moroz, P.E. and HenryHattem, P;E. and Report No. 0219-01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespeds, P.E. and Henry Hattem, P.E. Large missile Impact and cyclic loadings r Protocols g pe 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. 11 23.01-10. dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by t:IC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKMA 318, dated December 1, 2010 signed and sled by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. 33RUCTURAL ENGjNF.E CALCIUATIONB: 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 1004 of the Florida Butiding Code. Calculations prepared by Tllteco, Inc., dated /2f18/10 and 08/27113 (for this revision), signed and sealed by Walter A. T11111, Jr., P.E. S. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. MND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has peon verified for code compliance to work as a non -porous storm shutter assembly, as par SSTD 12-99 Standard. _,, � Et�In(I/ .. ENS,& •�9 'rJ - 'G167 * r `:11 --�tA k­1111%. FLORIOF 4P . �4,$/.,....•� , a DNA%. � -'' '4F ItoIIRIIRINT1, rTl 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of IS, of Product Evaluation Document (P.E.D.), drawing No. 20-173. Minimum separation to glass shall be as Indicated on sheets 3, 6, 13, 14, 15, 18 and 18 of i8, of Product Evaluation Document (P.E.D,), drawing No. 20.175. B MATERiAL CHARACTERISTICS AND SPECIFICATION ; 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 1 B, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Z_I.IMLTADQNS AND CONDITION 1Q USE; 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175 prepared by Tilteco, Inc. and signed and sealed by Walter A. T11111, 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 Waiter A. TAllt, Jr., P.E. (Florida License No. 4416T), President of Tllteco, Inc. (Florida CA-0008719). WAIRU u•tTILTECOADMONRECORD@IP E,REPORT.2 GALVAN12EO STEEL STORM PANEL, I DRY'1t31r 20-176 1 /4. 2/4, 3/4, 4/4. 5/5, 7/5, IW/10, 2W/10, 3W/10. 4W/10, 6/S SW/10, OW/11 a 7W/i1 3• MAX ANCHORS. FOR CONCRETE 111E SCHEDULE ON SNOTS 9 A,.-- 9 3' MAX 1• MIN-.- .... _ ..-. _. FOR WOOD SEE SECTIONS ON SIECTS 10 A, 11 ---- - __-_..�-" MN. _ �. e o o - e -�._.._- ., _-__-_ -_.__. D.M..(�, 3U,0+(4�i I(',--D-- 1 -r--T--- T .....T. I_T---i - ; ,/ T--r 7-Z-.-T•-,--T--T---TIT ... I I , , I , • I , 4 3 I®+®. ) �"' '-17­771-----t- i Ii-- i t--�- I — I i I I 1 l 1 .. 1 .� I �. -! ; L--I _._.f i I v i. ' I 1 I T 4 T I j I. 10�ltl 4 -� , I 1, I Y I I I �' 1 !BOLTED PANELS W/ 1/40-n.1' _- UNBOLi[0 PANELS i `{ (SEE SECTIONS AS I I I I I I d. S.S. M.S. BELT, W/ )/B• . ]/32' APPIR'i.HLE) I WINDNUTS a EA OVERLAP I 1 I I .I I I I I j I (� SECTIONS AS APPLICABLE) L. 1 -1 :.: _. -L--1 i 1 I 1-i__,._ 11 _�._1 .i ; f11 ), :r i _' i-I__- I 1 I I j , I' i [. I I I � � I I I { {{ I I I I —�__ o o e I o I -ANN I.A� - 1/4, 2/4. 3/4. 4/4, 5/5. 7/5. ` I_,N 1W W 10 4W 10 10 2 10. 3W / / / , / 8/S 5W/10, eW/11 a 7w/11 ... _ ANCHORS'. FOR CONCRETE SEE SCHEDULE ON SHEETS B k IF _._ FOR WOOD SEE SECTIONS ON SHEETS 10 A 11 .- '/A' 1 MAX. GAP REGULAR STORM PANELS i) & Q ELEVATION N.T.S. �I ter (MIN. O.eBN' -1 WNCi "KAM t/4' MP,. GAP I t EO " 9 ti I F H ;1 EO i Hurricane U!LALLTA ION ,DETAILS FOR REGULAR PANELS3 tit CiA INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ANcWGWWL FOR CONCRETE SEE SCHEDULE ON SMIET 9 �14 �SMl[AAf a iCHliMAl' a _. S7Ft ____ __ ___. _ _ .�• V~ .1 FOP 01000 SEE SECTIONS ON SN[ET 19 .. .. RED CONAI SHIRT % "„D,S 3 MAX ! M•i 1----:tHnr n AAORRn caNCIEYt '1 MML MHaIE vKiET) 1 AtII. *roumi-Ij7' �'" - I - 'I E iBR ,Go11CN. lANC,10116 AED<MED'..... .9,11E 96d)EDLILE a ii9SEQC { - 1 i 1 I 1 I C- 1 �C- 1 I I I' i ri �� : . 1 i I 1 I I L I I :I }' L I 1 . 112 3tNC' 4, C ' MK , O F"~wAM a W i a ��9Ar"Ammoomo1MUUF a,M I,• i i1 WMw • • �, .e t N ' '� i, y ...,.._..) ratio 'y1,.0 } awe : E 1 .0 I J I �$I ,. a ir+ I , ��•• 11 1 1,/*, -M,* t i N•.-0a,• I � 11/A•P-20.P , i , I JF 17 ytpL �]7'.. _. ._ 'S/9e'r90.Is►/'.. i _-__I p 13�3��GP1 1 W LJ� i ;' 1'. CUP N.__ . -_ ,,--- FIy I _. - __ I 1 1 1 . _.. „ t , 1 b1 . I I i>I , __ - `hoGaslHWIea 1 ( - ., A aL wa wv 3 Ae.-! I'rvi`An"�"- sox OAK --I ....� OFFO'L' =IL; I SCR _.J. Mai ...., 0.M..®a!!' RBIBVB 1• Mn,: Or t' I I MAX a i• .,• Vn. i a VAX ,4.. G �� MAX _ ANCHORS: FOR CONCRETE SEE SCHEDULE GI SHEET 9 - �Y FOR ROOD SEE SECTIONS ON SHEET 12 ELi ?, E O L-P $EOULAR STORY PANELS k ELEVATION • 12 I i I( SCALE s/3Y• . !-W��­0�4 L_ - ! . N Yi -1 2-I ,'I A1a'', _N 1 4"a1'r a' s.5. 11:" a t I ...M (MN. Otf16Mr 1 MIFF WWF't� 'I 1-1 ... A, , 4J1IIi/2" o WN9 HUH CONCRETE AMpGRl - ... EO14C41� ANCIAIa TOADOWD .. CDMCIEIC AACMM RW 9) I/4 MAX _ W/ 3111D (9R SCROLL[ a SHm 4) VEE 0S0)IFDLIE a . RED rKX a SECTION A -A fbWJ �� jp�:p 1:OIAM IRA - -O81Z 0R KWAam k SCALE 3/32L1" _ -_. OONOaETE aLacM REGAIm mioum TINg RW SCAR 3/a. t' SCALE 3/8.1• 9CALy -- NODE .J OE sEcti T"(a' E.D. -EDGE DISTANCE (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN K SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTAWRON. .FP a) a) = N2 _ -0 tl .C" U &-, Cn C = Ny 0 /Tt "o •/-� ..0 c o -a a) C C O _ U- _ O CU .Cn 0 1.i. F ccnu 0 2 i. - �— -0 ._ C/) < 0! 4 Z Z W J M 01 t.-'i N 1� - Lr) N = a CC -o 411C 2- W 0 o n� O V !V -0 m x =mac. O CC= 292 # 2 m S C OE CL .= CP � FO3 .= 'Q io 3t 3:M a� a •1: 5:4t N C •=C 2%, 4n CL •= = E O L1 wO U L.W ^.4-0' (1) (1) _ ICU O C/) 0L Q) U CIO O L 0 (1) W LU = Q Z Z J a. SHEET N0. SH 1.0 WALL AND FLOOR MOUNTING INSTALLATION FOR 'f' •` A�•6rWa SPUT PANELS {6�YMM • e.., P � Hl.. -n -1�E1! ANW,WIa /aM •G,enAa ON_ 1 • ,IM. t- 1 sw-n yp� 11". • 1• --• • Mon ram � e IT ..- EDGE of IMLL 2 t.• ' •', MN NIa IT 4,rw ,A•Cwl .. _ - _ - .�......._� .�_ _. .. l � .. , LrNt•FIt a MWYI r. r x Ih• MN. E.D. - R ,'{Im ,IOC• 1 ti 1 irR��•}xAI� I 1 1 Ad�_A 1 1--Wiw'i'N'o 'NIO lNONO `aa,�--".' WADI, I'K,.6«r ft Fri. PQa 1'•'" v ,Seal ...... - .0 .aL �pp ��„;j�R••�p �. •tML a rub Wall I, I 90INAA AlWINS N9Q1) _ I r'r`o Tn/.'" --t- . ,n• i I I I II I{ •s/i, vu i r as y� a ow` r ra All or NEa W. •1x.o W _ .�.. 1 rativx-s' - 1 i tNC110Nt f IF A M w sa (NA/ILOn In'- - .- :-In• 1• 1 y� TIP . na�o . O_ _ 1 i L-r... ""A. ww • as nlwoN -1 1 SECTION Y-Y SpLff STORM PANEL ELEVATI IN so�tsoMa 1i1-,-T DITAL� Sena 1/61-11 S"N; w acuE ,n , f Pxt Go INAO MILIWON SCHEDULE 1 I M .' MULLION SPAN 0%1 • REOMIN[D Nn. TUBE MULLION « r . ,/e• •' x /' PL F W Natn R IF •) Rai • •aN,T E.1m 4& wcnc,N WQ1{ A N-�-- ANC . SECTION 1 .. is�ice L'Mlo °RAF" Eo WALL ]/6.1- ,OTC ON FAN ALIIO ,11 11110tw w/o sroRM IWNELS oN rOP 0MR111 ONE •MI[t OmWm M/ TAIL' TOP 6 TBOTTOM) eOnOM °F OP[,N14 BUILD-WT MOUNTING INSTALLAWN - ALTERNATIVE 1W wgecrru / � � g tWALL MDL§n= 1 INSTAWTN211 - ALTERNAflVE 3w _ w .w•eN.,,•r.. rwN« VATS flYE 2W SCAN ,/a• « I• tl4TL2s 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO ♦55.5, -72.0 p,s,t. AND PANEL'S LENGTH UP TO 8'-8'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0 55 OR EQUAL. NOTE FOR CoMBRUTION nF-5ECT1Ctl5: TOP • BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS tsEr > slal a� `. comom AMllwa (SEE Ia� tz DOG �•I� .: \ � 1'N�m. rwWro \' I I \ I Ia�IRMgN I - 3[c 1� ' ro" I I10" ro GI,w i rwyI 8 .•'�',/ac. a /n'@NaE s�n'ecID Vr IN,1 �-_-- �1 /'M,,» NKA,NE �. ICE 1) .. 1 1'w,iM MISS m''e O[,. ,,,•;I..... OA:.(CASE '��✓1. a 7777 ct aa10� 1 FOCUSING, -•� i r COKM[ AMCNOa Y (sa stISKET -) eelT tall I c•« I .. nbyNEp CONCIi7l�CONd/MiM) OpRF nA. SATIN Nm1AR[9 L WALL MOUNTING (a saes At OM- SNOT Is) --FA INSTALLATION WALL AND FLOOR MOUNnNc INSTALLATKIN ' - SECTION 1 SCALE; 3/8' . I' - SECTION 2 SCALE: 1/8• - 1' mm ON IMT SWITY Ct(��-PaWC1 9T4 )B,STIy,LeTiDN.i I, LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN WTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS . LIFE SAFETY PANELS MAY OR MAY NOT BE WSTALLED ADJACENT TO Rc. PANELS (W/ OR W/O REGULAR TRACKS.) P. LIFE SAFtTI PANEL CONSISTS Of O aSe• IMLVAN12ED STEEL STORM PANEL AS PER COIFPOIKIR SHEET 2 OF DRAWDIO. THISPANEL ALLOWS ITSELF ,O BE ROMOVED ON ,NSTALLED FROM THE INSIDE OF ' STRVCTUK. 3AFEir PANjL � EETACIT j COMMPONENT �k eoTTOM TRAc,c TO 3. �ECFIG N,AlIN11N p: TI) IolAPowoar 1i®{r BE Wstatm wAu a+ noon NOLRIrED faLOR+Nc sECTIDws 1 • JGEN: 2 ON�R, AS ,ttELL AS pETAllS 1 • 2 ON SHEET 11. �: 4. Min. LENW)4 FOR COMPONENT ,S IS•. Most ANCHOR SPACING FOR ®ANCIIORAOC AT 80PO4 IS GIVEN ON SCHEDUUM e L S/CET 11 COMPONENT b MAY ■ PERMANENT OR REMOVABLE :_ A1E 5. SEE DETAILS FOR INSTALLATION INTO WOOD rRAME BUILDINGS ON SHED IS .q 'Lj. 9''•. 6 SEE SKEET a FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF •hy•.'O"S QN SPACERS AT TRACKS INSTALLED ADJACENI AND BEYOND TO SfUCCO/WOOD DANOS. ••CNN NNI P CiJUMD A FLOOR IIMINTIND WALL A FLOOR MOUNTING INffA EATNIN - u ATIVE AW IMMIATIONS - ALTERNATIVE 3W (SECTION AT TOP IS UMRED TO +55.5-e7.0 MAX. SC E: 1/4• . ,• A-S.D. 0E810N PRESSURE RATING) SCALE: 1/1• • I• =10 t i Ii /m I,I•t NL•O ___ wara•r.. FLOOI NOUNflNO IMALLATIDN - SECMIt AM BULL- 1//• . V No CONCAM ANCIIa": S[[11000M al am filalVll�e I*: roR "Go slacw on I'r_r_ . F 1,14, 2/4. 2A 4. 3/4 ON 4/4roll. 2 * iW/15 1 /IS I FM4) I F1 'Al T11-111 tMRRw 1 il 1 -11 (WIN" ►AIM) (I 111 M%w 1 I,� (END FM[I) I 1 l-( 1 V 1mam� I'm DETAILS t/,• A 2/N) . (Am n oa II 11 1 � I /4, 2/4. 21/4. 3/4 OR 4/4 1, 2 A IW/iS 1, A 1 I• W 1110 ON 4 OVA" 1/ «TWs +/,a 1•) W/ts Autmom LOCATION ' --I ON In &ArL'T1' PANEL L.- AREA W/NO LIFE SMttY N&W LOCATION Cie (SEE NOTE IBELOW) _ - 1.• 1100" PANELS W/ OR - W/o IWO" 1RAON5 - -. SAFELY P, ---1 (SEE NOTC , M[10w7 • LAST PMtl fn 10 BE SWAUED Aj PA111 OPTION #1 FOR WEE S6E ICE TAFM a�(TIY a'. xNNl AwAn et PRwlom WN// RUR I,ANOIE' STORM 70 FACaJ01R MSfAL4110N r MyEmO® TOIVIED a RDWOM FROM MOM ELEVATION SSt ' �I/a• Ana w ®®•• T • 1 • 1/r I«., � _. w 1 B (v. WB1pR tlw4s B ,a4N1E LouNo1l ss mmE n Ir'ao PNRIa Six INGII ,) SECTION 8-0 SCALE 3/32'-1' MAXIMUM A.S.D. DESIGN PRESSURE RATING .B f AND CORRESPONDING MMIMUM PANEL LENGTH "L" SCHEDULE (VALID ONLY FOR *0 INSTALLATIONS AS PER SECTIONS I THOU 10, ON SHEETS a. 5 B B) um • MILTIS r/ 1/.1-JOn• a3. NS A "~.V OXIDANT 0 wcww N a MPNL AWIMUM A.S.D. DESIGN PRESSURE. RATING ■ i AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGU11�[j STORM PANELS (� t a INSTALLATIONS INTO EXISTING CONCRETE & COCO�KM BLOCK STRUCTURES (IW11O ONLY FOR PINLlSO• ®INSTALLATIONS AS PER SECTIONS 17NRU 7, ON WEEIS 1 • e) APPLICANS M,INMNII er.... ..... $P• ��CENS ' E FLORIDA BUILDING CODE Nth VelocityIINU can* Zone mmq * r No. 41677 7 * O70•01t om "t 20 GAGE GALVANIZED STEEL STORM PANEL /MORN • OLORAL. PROTECTm PROLNICIs, LLC mn1/AAY 17 LIE C O 1«e. °e'• : )0' .1w1 tL7 •Salo a,w. a, slNm FS /� '" ar I.• w..•. w1 n JA,s «,OF, °MK• w aafu 20-176 Sµ/N'p '` (ssa)w-Sea. Hart IPe•)sIr-sm h TaNI w,-, . ti i C,Iq N,-,•N ` Ir ONNING NA ,ML11W A. iNi11 b,. F,[. ' 1 flRtr S a a MIC-DwOrW r_e' am LESS z5• [acc�`�i+�+ioK�i '�''�° �f°" alr"t�l,ol N �'p� .aeA, aGA r-a' on LOs t +N' walm , I,sm1 e A , ses -n o ,r_a' ro r-r M... 2 J/•' IRWOLt/D , ,Iuu s a T •eOA. -r2.o >e'-r ro „•-x• •«A : ,p' ' 9>f°a01N i ••&a. -.so - 11-A^ aR Lae ] 1/2• • �T 01S,tlAPi 1N s e • roIF INIIs,u• Aso. o[sIw RA1wG (P•/ ) NMNNM .lows fINICxNO FOR [A. - ] I/r « I i AlN aLSINSgAn,ow wNwu Pwm I taNanl 1' (IF yAAoaN n Tn-aN► - au-N wl°.wn: xawA o RwAw,[ TITS _.. _ ro OCIWNarz CRmt�RIF ro CONCOCT ,AN•IOK,t ro aoNNoitrt oilNOrAalcyc W mlcA[rz aOtrNG�[T[ ro calclRt o�uW,[ {' - II/A MIA N/A i• N/A P• AIM t (iCp s• s• ,yA--- N/A -- �e• r r .• r s' , aorroa) [ N/A M/A N/A 'e' -NIA {• N/A r - N/A r WA N/A N/A e' NIA a• N/A !• WA x (SoyrOM) t NIA WA N/A e' N/A 0' NIA - r N/A sal elnti to • , N FOR AASgR! ITP[ • SANow FOR NAALLAl1ONs Mro rood rRtlR eRDi,B IA,RIINI ANCI"P ePACMee AND IMtIY m0[ OBfANCE AA[ 10tAim ON ILA& aa101Ra FOR LA LLiB P/NI ROrA,m ON saeona N•altG[ AIR'IeR sNamo er ,AASPItrM 9PACAm sI0•N a SCr1OD„1f er M FOtLDrN" AK1GIe FOR 11K OA(R"al m m POieiLL IBDIICW I,TwCt12 ORNIm 1Me IAEtp1 •J,111 NO, M t♦m iMN w•1•nM fNC,IM NMGiW !OR rAON ARoeR yY•C AI ANC,eRi IiOoe. SORB TWB ,p•. yr. Vr. _ K ,/Iti ,pti li.•r ,AFeM, v lAI-eR n`N.r as-frr IN, ypdL AIYe (N,I = J J J x t/N ] PP,.L ,•..•r e.N tN f J a ,n a ,/x - - x ,n MA EL ra lei RNaaR 10. , e/S- LONG POMMANTE FIVU 10 ON PI 12 1 2' 0. C. •NIN , Ir .�' 4 II LION W MADER m1 1 1 L }1 1 I 1 1 1 1 1 gg 1 I yi I I 3 1 r I FOF t 1 i V., LA • wr LONE SRAa 1N1•NG w/ +/••P-70d• 1.6Its • 6 1/•1 DC FOA PA,4 LDO" CAP m S'-0• Aw { +/•• o.0 Fall LENGTH& UP ro r-r INN r.1� I OR #1 -10 MI1°rxIT NEwt o a PIWIL AR TIN • 12 0- a c. WANT 1 • � 43 " TIPWADED PDCMICN AT IlerpTH Of OeMra "am Purz F0A Au LENGTHS ur m r-r Ib. ;I M 14 .0 < 1•l . of INSTALLATION DETAILS FOR REGULAR PANELSCil INTO EXISTING W000 STRUCTURES fiemc do - I� i V I� '� `• Fot I` n. !�' it , _ _.. _ Fo� ., FO ..' yy,1 ) 1 1 r•0°°oMmee°°°[a1Nw`"0p1 LIr ALTERNATIVE 1WALTAID 2 � SOLE 1/e-1• a°uE ]/e.l' I ■ sO acrrO,Ac aN sNm e I R _ YOR IAa amNatlw - 1 ro oust t �� s r � EOI F,I i } r ro NOI�fD 2'w• Nlrz . LmNoa a NAa RcauAlDa it SCALE 3/B.+• SCALE 1/e-1' 1 wa1. ..w.. ..w IA.«.AaN A,nwu NOTE 114IIiT 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO r55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-8' 2. FOR NEW WOOD FMME CONSTRUCTION; W000 MEMBERS N BE SOUTHERN PINE N0. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NOTE rOR COYI�1(6jIQy OF , SECTIONS - TOP • BOTTOM MOUNTINGS CAN ■ COMBINED IN ANY WAY 1D SUIT ANY tfesTAL13,n13N. stLIDs • Evon t OVERLAP ,DtiCID'Bii�i - --1� _1_1 0 I _ ) ,• (NIs) +/•• slI i SR INTERIOR PANEL END PANEL ' •x 3G7fAlA[ fit'• K'KOl1U /, ®°N / �•• x• - FDR M•A. -1- MR M•x. ,• . -? DR DRIECT FOUNT � � t DETAIL WALL MOUNTING INSTALLATION (APPIJCABLE TO SCHEDULE 1) MAXIMUM A.S.D. DESIGN PRESSURE gsj(ItIG .R.fJ AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT � FOR INSTALLATIONS INTO CONCRETE It CONCRETE BLOCK STRUCTURES St..BAlL.1/GLINLSfB�ITIW1+•` TOP A BOTTOM W/ ED_ . 3 ,/a' stlJos 0 Evan OVERLAP r101D PANEL sn' M. s• w. anE s) - . r i.. ® OR OftIONOLE wkvmw Asa FNesa+,Ie uAwN a ,w-or uu-N wlDr,[ mwt o R.aIM,F rLN i OF ,w woLw wN[L ItNo,N t• ro.) ro COIga,F ro ooNHII[IE TO eoNCNtrt W ,bnlamYi OalNW E,T I:aNfa[rz r N•/AI N/A N/A e• N/A B• N� e• NE/A� 1 • 2 (TOP) SS.O, -710 e' 7' Q. e• B' 9' e' S' s' i' 1 (BOTTOM) S'-0' OR LESS e' N/A N/A N/A e• N/A B' N/A e• N/A - i • 2 Ra') B' a• e` e• i" T 1/2• r r 9' S` t (BOTTOM) 8' N/A N/A N/A 6• N/A e' N/A 1 • 2 (TOP) SCrIFDU.F R 2 �W/ BOOR YOUH1 Cd1[M101il AT j�GJ(Jy[_jj}�-,�L1I2�.�on" LAPIL* mkwxw Asn RAt,No .•1. 1 falo a s/B• I.. Fw TOP v MOIq oft x OnB • r r nnlN Tv a Aaq To SECTIONS OF TH[AlTO �WM PANEL LENGTH 1• (n.) +/B.z -e,s s- y 1 I/2• a , z' z (BOTTOM) 7•-e• OR Lass +52.8 -66.0 ]' 3' a' s' 2 (BOTTOM) T-e' OR IiF +SS.D -72.0 1 1/2• 2 1/2• a' 7 1/2' ] (BOTTOM) 7'-r OR LESS ss.D -72.n 2 ,/2• z l/x• N/A Np 2 (BOTTOM) r-e' ro e•-o' +se.o -72 o N/A M/A s• s• z (BorroM) 7•-e• 1D e'-•• ,/r � SIDE II' at '' -INTERIOR PANEL �.pAp PANEL MIN, ANCHOR M•a ANCHOR sFAORIO sPACNc `r ---1'-Y W. DETAIL 2 FLOOR MOUI�,jI({� �j�lATION (APPLlCAtilE TO SCHEDULE 2) 2/tr . ,• MAXIMUM A.S.D. DESIGN PRESSURE�jjlN�j (p3,� AND GORRESoONDING MAXIMUM PANEL LI>tsajll "L" SCHEDULE 1AEPiMeRt fYAT I()_e , ! = MfNC,Lnn FOA )L�AiElY S?a)�PANEL �)LON SIIEEa uy II,INAM NA olsN 11,• M6 lA1fi,N „A,NNP OMPWN AN•R N®Iw O•IS lbt NCR.R) N am CNNWI,AN -Tm r-r a ,n' Men,m INSTALLATION 9R seET 16 FOR ANClglls iTFE • iPIC1ID rOR MStN1AIgNs MO tOOD FRYt sNILO•le IMmM" ANCHOR /NCRNM Ale 1ANYW mK CleMlltT AK RIAeATtO ml ,LLB 1C1[OIRI. FOR E.G. Ila 7MAM •IOi4lm W SIOIm1AL NI7NIC[ NNLYIOR BFAallO h WURNY•q NPAL1Na o,oNN am wRa lc a All r011avw rActale. raR TNB OP[WW OII ro t PotTNi t RtouEm !AD•M MfARRO Ilelo rAC1al1 slwl N01 BE tE`A n,w ,ANNMLM Y'ACAe sNmurm ra rACN ANCHOR ,rrc Ar ANCN1ole LIWt/ID. IIIORt i,K 1/•'• 1/14 1/A i IN. ,/a1 vim a w-slw GNA-N ls. AlgeP AI„Oe0 7 , , 1 t ,n •rNI•rNA«s w W J A^ , a a ADRK Ea BBt I,IIOItx 1 7 !b » _- m r JIr m m fvAA MAY FOR PANELS tii• fIINSfAL1ATIOIB A9 PER SECTIONS 1 TIRE 10- ON lllfaTS ti s • et yr J MARLIN". WAWAAIOpB sFMCHme FOR SA - ] 1/2• •• Asa on" yAPCGN OF ,Ao•-es exN-«t Pw+[urrz rawt n PNswxe Plus -- souo sty M^'aai ,o , l W,IMUY PANEL PRESSUREtiiFNaR R.yNc jp•I.) W Ca,ICRTIc TO roI11:Rtlt BIOLTI To Co11CIM1[ TO ,walcRDrz •PCN TO 001,CAClE To LT211d1CT[ iOal to c01HDMT[ to LTJNa[yt eLOfJt TO CONCRETE W caNCRLrz ROtil TO OONrnE1[ TO CONCRETE tOLM ANY cmmw*m or nrM LaNGn1 1' aL) 8' N/A N/A N/A e` N/A e• N/A e' N/A N/A N/A 1 (TOP) e` a• 'N/A _ N/A a• a' e' B' e• e` N/A N/A + (BOTTOM) tl• - N/A - N/A N/A e'_- N/A B• N/A e• N/A N/A N/A 2 (TOP) e' N/A N/A N/A e• N/A D• ~ -N/A Y N/A N/A N/A i (BOTTOM) k55.6.. -710 ' 6• N/A -N/A N/A r N/A (r N/A e• N/A N/A N/A ! t / (LOP) >7'-5' TO e'-e• ONLESS B• a' -- N/A ._ N/A r N/A N/A- 3 (BOTTOM) e' N/A N/A N/A e` N/A e• N/A e' N/A N/A N/A 7 (TOP) E" _ /" N/A N/A e• 6' e• e' 6` 6• N/A N/A 1 i 7 (BOTTOM) N/A N/A +2 1/2• 61//' 12 1/2• 6 1/1' a t//' a t/a' a l/a' 6 t/a• N/A N/A S (TOP/BOTTOM) 50A, -53.3 N/A N/A 12 1/2' a 1/1' 12 1/2• a 1/1' a 1//• a ,/1' a 1/4' It ,/l' N/A N/A a (TOP/BOTTOM) B'-e• TO 11'-21 SSA, -72.0 N/A N/A 6 t/a' N/A a 1/1' N/A a 1//' a 1/1• a 1/1• a 1/1• N/A N/A a (TOP/BOITOY) '-B' TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1` 6 1/1' 6 1/1• a 1/1• e, S. ,O (TOP) -Ie0 B• 1• - N/A N/A N/A N/A N/A N/A e• e' 6 1/1' 6 1/4' a (BOTTOM) [43A OR LESS e' 1• `-- N/A N/A N/A N/A N/A N/A e• 6• a 1/a• a 1/1' 9 (BOTTOM) 12'-a• OR LESS N/A N/A N/A N/A N/A N/A N/A N/A a 1/1' 8 I/l• 8 I/1' a 1/1' fO (BOTTOM) rtT. sots 10. i, AND 11 FOR AINSgII{ tYR • slMdlo FOR N61NLAtI01e RNIa WGOG FRNIt BUILDING. IAII,IIIUM AmCNpR s►AnNos AND asreMlM [OOC OOMIKt ARE MDIGim ON T,R sewnulE. FOR Eo. Lass 711N1 1IDrA1ED W aCIBaIAt REdRE ANCHOR sMCM6 sY MULitnT«p S►AC•NO 4/10WN ON 9aR0U1[ IW ,N[ raaDWN rAcraRs. ra n•s onpfATOM TO r ►oath, nmucm {nciNa pefAmRa uiRlc •"GLOB fN1Al1 HOT BE Lags 11aW IRIII•M sFAceo ""am IN POI, [A0m ANCHOR TYPE At ANC>gR{ LtaB10. Now TIIe 1//9 Trm ,/P. a IY-! 1/11 �� Ile. ,/1'. GMm-« f ,n ,/•i LOUD-t1 J INaVJI�Sf yA Al10NOR /'MN 0.) , 7 1 a n.P 1«.1 o,•,•r Nlrr Oxl i - , 3,12 INSTALLATION DETAILS FOR REGULAR PANELS (,�]i%9 INTO EXISTING WOOD STRUCTURES II IIII 117 cn cn u cu _0 (,' I //Iw10 PA/KtlAtrz Pltli -_.-i e , r o.c. w/ , 7/e' (1 Iw1D ►MI[LLMTE Plus s , .• o,c. w , 2p' li.. Ia-o PANnwTE nos • IH• o.a W/ , 7/e' I I I'OI[TRl31Ut1 m I 710N m woo0 1(R Dm PENETRATION TO TL«fAfA I � EIde7M0 woo° IfAOEw � Y EYffiBla WOOD HfltIER REOWR � I [JiISnNC 0000 Nunn c 1 III s,•wy • � L+ee •,, � , I.osa • ,eeV,Ya 2' �' 4/Nrs 2 ye Y1000 N(ADER La W000 1E10EA RwvIR[D ♦ I,N,. I� '. I aoouwcD- � 0 1 m s[xoMa ON stJ wenlA, am sal ON fOe�+r i ,>m . e•tr a Fa W.a(9AINCeM FOR a,. tPARA71aN ' O IO mOLI to 1llAfe. &,Asa - Ila,. IANEt lt[rID,H (sFNOTE t) . M•,,//a.1LtiTN•'• oas, •sN s/ - y; M•x. PANEL LCY16+H � __ _. - , (sF[ NOTE t) ,'�'•� Mw. Iwo. LaNO01 II r,1//.a.]'Y•r-/RxvPTI,/atr• N•s , a-/•w2 P I. uGiEu 1, WSTAWTgNS FOR ALTERNATIVES BW. 9W •TOW ONLY VALID FOR OJnDIN4S N1iF1 A.S.O. DESIGN LOADS UP 70 +13,8, -aB.O p.a.f. AND PANEL'S LENGTH UP TO 72'-4• 2 FOR NEW WOOD FUME CONSTRUCTIONcomfoli, W000 MEMBERS i0 BE SOUTHERN vlNf N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOVAL. HALITE FOR LION di S[Ctld79; LOP ! BOTTOM MOUNTINGS CAN BE COMBINED W ANY WAY TO SUIT ANY INSTALLATION N N -per aj j O � � U L O «n 0 0 0 c cLo 0 � 3 z z W J O � E,V 12 6 LCall ) a u�.l N � � w�N m N C � d m � Q'z c C v � 4 •w u a'aB m 4S � AA 1Q. in Le DETAILS FOR OPTION i� 1 FOR FE SAFETY STORM PANEL .SYSTEM '/•� u• �Rw• • r °� •/ INTO EXISTING WOAD. STRUCTURES , MN. ,t«TAD{• It,B,WMw ro' woo ,r/ea I� toll - To '. I -M- � roOD 1[ADtR 1'i..•o,•'''NIJiID. _ r[UNKo � O L + , !1 AI,TERNATIYE i ALTERNATIVE 2 uQ I, 1/.' Yn ,1( �l.t•' IIaaAIK I� I DEN ONCE! 1 +-- I i IEO' I to .. co tY] I wp(1p y � �N AL � LJ� , 3 ALTERNATIVE 4 U N rRµ[O(IIR{yrz Ilf I/•Y W xlWD10 • r QG r/ , ,/a' (. Mw. n•fAOT PEN[,IM1,0N M ■ � U i/.Y.o..o/e' LnNo rMeb RusaNa r/ �'�"( - 1/1'0-20 PN[ILBLtt rEMMt o ON IWNSLIN+t PUS • r oA: r/ , ,/r Mn. LONG yr , ,- M „PMAom FL7[iMTw ro 1af61PN roco L L�1N.4�d� Purz Nmt er/fltR ,San Nor ee,,,1 roR OLNNn WALMOM L MOUNTING JNSTALLATION W AL,TE.DRNn�a/I[�VE iW Jf,EN2 FLORIDA BWLDINC CODE MI h YdooM Nurrloone Torn �' •, C Ngma 'arm°' INC. 20 GAGE GALVAIBZED STEEL STORM PANEL O,y�, W. , WbTKU„ItIR ANE OM.. Lwle FOR INuoR,as wm• As.o. OESIJN LOADS Ir ro � arp{/xga Z .se.s, -no PIT ANo rANrl's LtIgTN u► ro r-r. 9'•• F` R(0 -� PROTECTKIN PRODUC15r 2 ra NEW w000 FRNs COI/SiRIICI,ON rofID ulaerRs 10 BC sou,NwN y°��''••• • • IL E C O E«t. NLm two a, llRt, PNE N., z, w/ fPEcstc acNSln or GJN OR COCAIN 20-t76 / A • r s „�««. m�am w« Flo,c Ub+)Iw°r"••» s r.�'W. W)fe►-i2n /NNIN t1111N a ww.-n,.,n• N.� m•.LN '� � oNMIwO Nr PE to/]ION4VIIf,/MR M'000fli1 wA A w,t x.. r.t {IRltt n a i{ J SHEET N0. SH 1.1 ,•.. _. -._ ... .. _.__._._.._ ANCHORS (SEE SECTIONS ON 51IET.IS 17. ts, T9 r 20)..-__.,.._._ 3' Lox, U/17. 4A/17, �MUIWIS. !/17. 40/17. 0/10. 3' MAX t' YIN ftNAW 1/. 7AW t/tMIT __.... /....... / /MH. 70/19 r An t• 1 Ttw A MAX PANEL LENGTH SEE SCHEDULE) Ef1O1tStS'LT'S,1�G �... - T -- - 6' svm RVa som DAMON 1 •~- HWq MF O IYT 1 TIN 119E'- V.M/IL o/,f, 4y17, sB/1L ,• YMf: 1. WIN./AW/16 7AW/1/ r ZKMM w/1/. 7B1T/n r MAT/20 1• MIN. ANCHORS (SEE SECTIONS ON SHEETS 17. 16. 1/ AT 20) - OPTION /2 FOR LIFE SAFETY STORM PANELa ELEVATION SCALE 3/16'-1' Ip• Nut w SECTION A -A SCALE 3/Itr•I' 6: W N W L L L • , W MAXIMUM A.S.D. Max, PANEL LENGTH SEPARATION MINIMUM SEPARATIONEUNLIOLTEO DESIGN PRESSURE RATING (p.s.1.) L (ft.) (SEE SECTIONS)+55.0. TO -72.0 W-B' 2 3/4' INSTALLATION DETAILS FOR OPTION #2 FOR INTO EXISTING WOOD_ UFE SAFETY STORM PANEL SYSTEM STRUCTURES .r WDNnWR µ AGEW � -W000 NG°EW °FCWDuem R , pi1y`' EHID _. r liFqu, l/4{UIIKD'• 1� aYI TAPCON • r O.C. j tAPCpI r 41 4- w. TMAFMLO P ...'-'W/1 1'2• M 11000 � If 1NR AT w0oo i 1� �I ', AT II TDII Af ROOD HEADER 1 HIE'AOt11 y ( HEADERA/IpI HIFIOEP r INADEA NE90 1/2• 1a MW '.. ." 1 '/7• ; 1/a• ) 1/2' t t/4. ,. A 1/r 1 ,/4' :j , I 2 2 ,yy OD TNN. AewMna I i r. 9rPwwm G w., IDEIST'"'; NA RWR wwt FAILING 1. MAx GLASS IeQ tnWa,a[ MNNJ UNGM FN ow 1q , PALWL. LOOM � M 1MT ,n ' 1 PPP. ISLI 1 KIOM, i PIE. ILNGTII , 1 f1ELOWT , PANEL. MPx KWOW, , I 1An[,: _ :ti, ,1, (Y.a MOtT 1 TEAM) OWWIROJ AC'TO AWLW ts[c NOTE ' (sLi Igff'� MOW) '� (SK 904 Iu1i ' . H tK165 " Ou SOMA[ _. P 1 4 'A-xOl' 1 e 000 NP3iir� ,l72. I I 1 _.. e' PENETRATION AT MOMDM OF PATE , T: CD rn _ ,I ' t CaMT. R ! -- @ cow ,/a1F7a3(4TL0. M.S. w/ 1. " '' !/•9 . JJ3T WING NO I` {:. , 11NQ 7 /AY-2�t/aSs M.S. W/ 7 71 . 1.wAsc iitx 1/2 o c. ' "- SIR w+o PRn ivAR" • u I/Y O.C. III NUT WASHER (Br"M) 1/a9 TMOdH r /• 0.C. W 1 'IY IAPfXt11 • /' D.0 �1S/T4 TAPCON • O.C. - �1 1/y' w, 1HREAKD - _ W/ STD) 1_. _. AOOLRm W/ 511D) _ ,I PELTMIION A UOwToM 2' w TNRfAKD II w 1 1/2 W. 7HaD10ED PLAT �. _ ►(NE ttTDN AT M OwMM - .. ...I TNM AT IAOWGTN .: . . . i or PLATE _ 2Y4• W000 Putt 244 FOOD HATE OF • WOOD Putt _�.�,..__ h'BIAiD WEgwED .. _ _.. IWALL 44 .._ __-_....jam AI000 PIAIt MIRED IROUNI� SCALE J/s••t' SAW ALIFIE SAFETY PAWL IN SCALE 3/6•-1' SCALE 3/r.1' SCALE 3/4••1" BLS '' • CEN$La 1 INSTALLATDH4 ARE ONLY VALID FOR BLnLOINGS WITH ASA OEMGh LWIO9 3r • J FLORIDA BUILDING CODE h Wloo NYMOOn LA° TO .55A -72.0 PAID PANIGI LENGTH w ro r-rPUTND• 4 j : *, 9M2p n1mO, Pc_ 20 GAGS GALVANIZED MEL STORM PANEL 2. FILM NEW wow PRAM[ cowsnwcnw wow MDMM To K 30VTKM - O PNL NO 2. W/ SPECIFIC DENSTTr OF 0.55 ON EOLML. l /- a e . ST __� / BT BTe w i� PROTECTION PRODUCTS. LW.°F COMPONENTS FOR SERIES 2000 k 1000 E-Z HANG STORK PANELS (SCALE 1/2-1-) 2 >N,- is.I%' (toy^ WIDTH) (EFFECTIVE- 2.250' Ia. 500• (EFFECTIVE -Inj - __ __-___..-_ ____' 1 -- - 1 1/4- ` 1 I � 075' 2SW 7)T ' 2.244' / - AM• MR.. TlWON IIEIMED . alvaNMW SICK f00E 2. i • .2�•r LDGE i HR1E0 'AP'GAINSM AWN A-p3 cE so MPO OVAL Aj / -1 _J ,�BETML A ._ O 40 QAIv. (.- .._. __._. _____-___ © STORY PANEL ry' IMN0.'S FIND NP _ 111 "Do" EDGE s / J RKPA' s•�' � 'n- . HEMMER.`-TRIC ISOMEVIEW DETAIL AEL ROUNDED CORNER • ENDS OF PAN'S-I END UP W/ HEMMED EDGE. (N T.S) t iJ -•-T.opDO�•FM. �yA O'1, TRAYIA -I r 125' I ..750' -- - O 3'Et3'(M.l ALUM. ANGLP Q8 aiIOP_8AB 11' LONE 600-73 Alum. ALLOY P 3500 ' a LID '-0..17S. i2 1 _. O gmmm 'h' TA 750' �,yp q. a1,• E_ _ „w I chi O1 1 4 owl -To Alum. ALLOY •2.591•-__.. S. O' REVERSED WU' TRACK 1a,. 2.000' 25 1 -5' wA: © 2"W(Mal(A) ALUM. ANGLE RtNNDA BUR•DING CODE INSTALLATION DETAIL FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4' 1APCOM ANICIORS _.. _1�4• TAPCON MICHONS-__1/4' UPL'ON ANCJION6 _. 10 TAPCON NICHONS rYO.C. �YOC. g9'OC. - /'ITC. POUND CONCRETE POURED CONCRETE �, PO/IEO CONCRETE POURIM CONCRETE \ OR COr10ET[ CIR CONCRETE OR camco C �•ON CONCRETE BLOCK REOANN 1 SLOOK wovo D A OLD= MOLA[D 1 BLOCK "10~ 1 \ G I_ 1 W fONIKOi W . G .t-)1 - W 1♦MMIIAA W I - i >F�W ? pfMllE pK I �' i'y' `. N/R {Q 1 ' ,.s O I 91IrH Hq L 1 twr ,q RRn 1 4 f ROOMrI1t10) Y yNW' E ATTS r I A d5 i3j r� ,/.Y-THY ,� f � r � r� /.,,„•cA� �' �''� I •- fix' air"» • 1 7J1_f 'r1R RIR CD G 1 1 I , IO• LY EDP 5.17 j I 1 / ;;� 7/s•R.a/(aw w.Nrii W+KBR /� - I y ) • ' , 7/SYw►/OJ2�4ww NBLUTT WWA.9MCR •i ` \-,SASIElt1 AT San,/Wl2/Mo _TC'W ;Nut WASHM Earro"o) I�...... "igtT CANCIMRs I / (rErONG) I'4' TAPCON ANCHHORS 1 4' T 'CON ANCNOIPS -� ... i/4• TAPCON .4 4 1A O.0 : /x "-O 4 1�. o.0 (/TAOBEKp W/ STUD) (STAOOEMD W/ SRO) . MNC�[ H OLD" rCg BLUER .. CONS ETA iOpN _..- CONCRETE SAM REANIED WALL _YQl l'!le..ltl5fAL1AIM 'MAI �� llfeL�1lQlAt I AWN � FTNY SCALE 3/s•-1• SCALE 3/0--1' SCALE 31W-1' SCALE 3/8•.1' S 1WIRT IUD r aO Pop A 11M ! tl1BIBE tAWt _ TprP -IN,-M . A a 11 NOR 9L/WlllrWlr TIRE ROOD Asa AwWAw sully DILL + IN" Mo. /uE DIO VXZ 41 u= YPOIWA aNp .WARY OB' SINE LM OI M6 •MOP OxNNY {PJ 7 MR THAW FU4DtAt FAD C0. LLB{ LIMN 9pGR0 d1 SON $OIIDIIIE FAD" AMswe ONsc F N nnIt 9*W MIRE IiIi,f RAAYI �„ M y BU , AK V 9KalA 91 IHA FO F I OP M FOU.OWD FALTOB[ & THIS . _ 'Try,. A, SPACINK; MILANO IANA PACMII W SPACM G NOT rDll FAa NNe1t9R TVPc a 11M 9PROUL 1 I r - ,m ,' IV W/t •1 TAPE g11RrWAODECD / 1 I'' ....mPtI IIbT10WIN. THREADID IN, P TKN AT woo0` HEADER HEADER WOOD HEADER 11000 HEAVEN REQUIRED REOL04M INNt tOwl911p1 ro LYE. M CHUM Is) ' ON sat ,q GLASS I 1 ' ' I I G01(I. i G PANEL LENGTH (SCE NOTE 1 BELOW) rr 17 E0. - 2 MDOC ELATE 'Wro . 3/32. TIRO MIT 1 NAME R e • ,14' O.C. /14-10 IE PAUNIE 1. j w, t EO NON AT MDMINUTIRDTN 0 RA7[ �l ..... ��� SCALE 3/9'.1' EtDfEc. 1. INSTALLATIONS ARE ONLY VAAD FOR BUILDINGS WRAP A.S.O. DAMN (DADS UP TO .55-5. -72.0 PW AND PANEL'S LENGTH Am 70 s'-d' 2. FOR NEW WOW FRAIL CONSYRMINA" WOOD MEMBERS TOK SOUTHERN DENSITY OF0 PINE NO. 2, W/ SPEbM D.53 OR EIXAL T r•rt.-.-.-. .. -I-. -..-• .-.--.-1-.- _.�--..�.- � -4 .L. Ole FOWL) I (MHEWOR iW110.) (W MMO V^,Ml (NiDAN PANEL) I (pp./MNL,1 ,_I Td X 9E1 NOR L 7, a {0.0N 3 1 sTLw � I E 7f2 Nola a IEL7W _ NON9 3- p - $c'rmATL°NNM * 2CONCAMtPOLR VmmiWO�� NOW 3 9a 9D:'DIa aN SHOD » 0-ON/ON N/cs-0 • LA57 /uN¢ (fl to K N974m AT Veal TYPICAL ELEVATION FOR ME- !Es 2OW oPOANO M1NL ADRNS K PROMKD W E-Z HANG STORY PANEL SYSTEM Rua NOW ro PISTATE) FROM P HMDDLD ro K INSTAUEO FN L SI Mt - I' on" Or 9TRUCTRC rt/4' AIM w ,H/4' r. w jCT1lON A -A SW IX ES (1). GfnH11'ONI OE_$E8¢,g,sODO:' E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANEL Cont. TRACKS TOP r BOTTOM. t2) fT1D PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR (� SNKL BE PROFOCO AT TOP OF SUCH PANELS. (3), IC ENO PANELSL ARE CONNECTED TO 40TTOM TRACK, CONNECTION SHAL CONSIST Or 7/1 h20P!/4 KS. w/ 7/e•N3 32 WINO NUT OR t/4'Kl/4• Ann. THLMBSCRhY IMTD TAPPED BOFI011 1RM�f TtoN OF FASTENERS Cr BE AT EITHER OF TWO EXTERIOR MT FLANGES OF END PANEL (4), IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK O.P. A STOP BAR K ONLr U6E0 AT i AT LEAST TWO PANIAS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS xV01(Al ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF PAPER TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION (5) SEE SECTION 1'. 3' r 4. ON 5HEEI 24 SEE ANCHOR SCHEDULE ON SHELT 25. CD rr, 9vMA1,oN ro ' WMIo AIXISTING a TP) CLASS 1' MAP. _..- -.- _ M14 PANEL LENGTH 1/4•A-2DAt MALE NOTE I BELOW) LS. 3/31' � HNNO NUT 1. i P . E0. A I REaXR MCYGNDI PLATE..:.,; , I _' MPt 114-10 PMRRMATE M0N6 1/tea' ED W t 7/7" AT MWWOTH OF PIAl '. V WALL MIQWK L WALE 3/6'-1'3/6•-1' 3• y„ 2•/24 1P T'/24 a ) (r3 NOR a O LMI I",' SIRS 45 Do or to •1. 1 ' pDNo PMI6i `~' r>ia6DN'-'-6AHlENj ! (rllililoiT /ANu ` �N= I 3, a K101Y s�C MCT(a I I � OR'j7'2. .�J•� 4�3ELO_W ` �f- 1MTNQNfB, , w_lifh..� FAINGUO"t (T)"R) aM E I IN 11/v; AT D10 .EELS IUD • ,�AgpTgp��op (i7 10 B[ R4TA1W AT 1IF/�fJl IM 11 NLNDL[WIN%FMRRAR A�KTN ATDN r MI[/Dm ro K NSTAU2D FIIOM E-Z HANG STORM P,� SYSTEM "'80f of 1A, M. W ��F.TE/�y W4' IIlp.Aal GAV--{- .SECTM{yLKE'A BL-y AI 010 MILD) 1 MW . SOWS MW - I' (I), DEFINITION OF SF*IM IOD: E - Z MANE STORM PANEL SYSTEM CON$M"MG OF PANEL TRACKS AT TOP r PANELMATE PLUS NNW IV LONG AT BOTTOM W/ PANELMATES, t2). END PANELS SNAIL ALWAYS ARE CONNECED TO EHO"AjLNO 9t1 WNl BY MEANS a ►ANELMA7E5 OR. IT USED TLY W// " 2LONG J 'LLIJI TRACIL AT Ii0T�T0?12. END PANELS SKI" 01 WIG NUI OR 12. / ti2� Min. IfiNUNIBSCREW4WlI0aT / (rncEPT A5 OC9CIOBEO ON 110TE (3) FOM CASES WHEN END PALMS ARE USE JOINTLY W/ Is' LONG � AT B()TiIM BUT END PANELS MK Not COfrECTEV Fo BDTTOIF TRACK STOP BM L� SHALL BE PROVWED AT TOP OE SUCH PANELS. (4). FOR MSTALIATION9 04314 LOADD PANELS AND SOME INTERIOR PANGS ARE DIRECTLYMOUWTf MAY K USED 3 CAI Y OtWOOE TXSTAHOE. FOR Ma GSE, MER40 MNEL UIFDWW ON T� Y + AND MJ [I/yyK�3TOOC,. NOT NEED t0 BE WNNECTm ro U) 6V ANY YFANS. TRAr](� P INSTALLED SUCH TWAT ADJACENT PANELS THE LEFT r MOM MOE OF THERM OVERLAPS RETAINED By POURED DR CONCI�7E 6I.00k. REQUIRED INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1 a• TAFCON ANCHORS t/4' TAPCON ANCHORS yj i/ 9• O.C. i r D.C. PGUWG` `� UIRIEDCoN.IC iOdt, ..w� REow® � 1.� R 1 � w PP.JPNH9N q {� r se9aAi°W1 I Non Iq , 1 1 r t 1 1 � I 0 tY { .,.. LD! � ­77, 1 ...1 'TO -0 PANELAATE PLUS W/ '9J6Y . 9/32' WAS NUT WA2hM • s t/�' os ON nT`ooN MPANEL SCALE nWR ,/ • FIG MINION TP[ At NOW TM Ile.1/4'P pIAp,N ' w'i'PfiH,Bf wv KJHIW FOR ,N9IALADN9 INTO Wg00 4 Ir. Now IPLI 3 HIIY W B Mr,OWO. UNWW ANCHOR MALwgs AM4r4MAA Oa AK oN T •NNHP•MMA {PANIr O+J a a _ '/1 ... sDGEpo T WCILIXAL FOR [D. uma N TITAN 1 n An, fM FOR LESS" r Lwty O lwwcm 9 1 9p�lA.E 9u 4N4_.3 IwK fApollmMR16gR NY M "U.OW{IO fwm I m 110 OPOIAMN 7D WE N]MKL. 111OIK7m ___..._ _. _!. 1L4•_....... .. - _ !'AC" owwm Ulm FACTOR SNILA NOT 9E LM TWIN UM M»Y9PACNO MOOT" POP 441:4 ANCHOR /ION: ON THIS SC HmuIE ... _. .. .... r ... _..-.... AI 22WW Na7SS1 11M11D F.-,Z L[rfiz Slow PY4EL ILTPSTEMI 1 E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD.) INS BEEN VERIFIED FOR COMPLMNCE N ACCORDANCE WITH THE 2020 (70, EDITION) OF THE FLORIDA K"NO COOS. DESIGN WIND LOADS Swu BE DETIERMI lD AS PER SECTION 1620OF THE ABOVE MENTIONED CODE. MR A WIND SPEED AS R[AUIRED BY T14E 41R601CTIOM WHERE THEEggE SHUTTERS WALL BE INSTALLEDp AND FOR A IXRECTONALRY FACTOR Kd.0.85, USING ASCE 7-16 AND SN►Ll NOT EXCEED THE MAXIMUM (A5.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 IT 20. N ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SMALL BE FIRST REDUCED TO ALSO. DES" "D LOADS sV MULTIPLYING THEY BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (ASO) DESIGN PRESSURE RATINGS 1100 YED ON SAM 25 At 26. IN DOM TO VERIFY TCOMPONENTS AND ANCHORS ON TTRS PEo. AS TESTED WERE NOT OPEN STRA ESSED, 33S INCREASE IN WAT ALLOWABLE STRESS FOR WIND LOADS WAS DLL TAM N THEE ANALYSIS. FASTENERS SPAOG TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH Xoli5 2015. STORM PANEL'S ADEOLNCY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN v[RWED N ACCORDANCE METH SECTION 1626 Or THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. N1C. REPORT 1 2032. AS PROTOOOLS TAS-201, TAS-200 AND TAS-203. 2, THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING ACCESSING TE OPENMG FROM THE INSIDE W/O THE USE OF A UWDER OR UFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED To BE POi MWU FROM THE ASIDE OF STRUCTURE. 3. SERIES 1000 INSTALLATION 15 APPLICABLE TD SNGU AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED to BE PERFORMED FROM THE INSIDE Or STRUCTURE. 4. SUM 20M NSTALLATWN IS APPLICABLE TO SINGLE AND DOUBLE HIMC AND MORIZONTAt SLUM STYLE WINDOWS WHEN NVALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF SIRUCTURE. 5. ALL AUMNUM EXTRUSIONS TO BE 6063-TG ALLAY AND TEMPER. (UNLESS OTHERWISE NOTED) 6, ALL ALUMINUM SHEET METAL USED Al CLOSURES SHALL. HAVE 3t0S-HI4 ALLOY, 7. ALL SIRE SHEET METAL PAN" SHALL HAVE STRUCTURAL OUNJTY STEEL, AStM A-653 GRAM 50 Min., CALVA»ZED SIM DESIGNATION W/FF. 56.3 PAT (AFTER ROLLED). S. AL SCREWS TO BE STANIC9B STEEL W4 OR 310 AIS SERIES OR CORROSION RESISTANT COATED CARBON STM AS PER DIN 5WO16 W/ 50 w. YIELD STRENGTH AND 90 Nei TENSILE STRENGTH AT SNAU COMPLY W/ FLORIDA BU$LONG CODE SECTION 2411.3.3.4 9. BOLTS TO BE ASIM A-307 GALVANIZED STEEL OR AUSI 304 SERIES STAINLESS STEEL WITH 36 KN MIN1MUAl YIE.D STRENGTH. 10. ANCHORS 70 WALL SNAIL SE AS FOLLOWS (A) TOE IOW POURED • hum 1/s'• TAPCON ANCHORS AS ~ACTUREO BY ITAT BULDEX, INC. (MN Fc-3192 P.Ai) I/4• P A 7/V CAA-N ANCHORS. AS MANUFACTURED Fry DEWAT INC. (MM. It-3000 6.RI.) 014-10 PANELMATE FEMALE W r PANSAIATE PLUS ANCHORS. AS MNIUFACTUIED in ELCO CONSTRUCTION PRODUCTS. (CC-3550 Ps.1) Ai) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4• AND 2' FOR PANEIMATE FEMALE D A PMIEIANTE PLUS. AM MWMJM DAKDMEM OF 1/4•0 A 7/6' GYX-N ANCHORS SHALL BE IS 7/6' INTO CONCRETE NO EMBCDMDR INTO ANY FINISH MATERIAL SHALL BE P7IMTTED. 1/4• 0-20 SS SIDEWAL( BOLTS USED SMALL BE LOP. ENOUQH(SHOUIO ANY FINISH MANTINA, EXIST) To ENLACE 3/4- INTO ANCHORS. A3) IN CASE TINT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH to REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MF.N7INEO IN AT) AND IN A.2). (0) M EXISTING CWRIETRETE Tree-: W,SL. - 1/4' W 7APCON ANONORS AS MANUFAIETURED Br ITM. BUILD". INC F •• A T/B' CALK -IN ANCHOM AS WNUFACTURED BY DENALI INC. (T'm-1500 p,9I,) 114-t0 PANELMATE IEMAIL To AND PANELIATE PLUS ANCHORS, AS MAMNACTURED BY ELCO CONSTRUCTION PRODUCTS (1',n-2N»I P.Rt) a.A-\ .\ aY H per, 4 w 1 coo NNW . t I 1 g i 1 1 j I � 1 I , 1 I , �w TWICE 1 ro oAA � AA.L� i 1 1 1�-.Y 1 *Ur I o ERSTWQJ GLASS I 1 ... 1 I 1 r� y_arwrwlNyils� '•,a9 alaA► `-'s I � ; • 1 11I a' 4-10•0 PANLLNATIL PLUS W ._..`.• . 3/32" WING M!R Ya> (KMMO) REMAINED c/N[NCTEa.Odt WALL mgym IWIM"TII SCALE 3//•.1' 0.4) MINIMUM EMKOM04T OF TAPCON ANCHORS AND PANELIMTE FEMME 10 r PANELYATE PLLIS AMID CONCRETE BLOCK SMALL BE 1 1/4 ' 2.2) MINIMUM EMBEDMENT OF 1/4'0 IT 7/8• CAK-W ANCHORS SHALL BE IS 7/6' LAID CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIL SMALL BE PERMITTED. 1/4' •-to 65 SIDEWALK BOLTS USED SHALL, BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EW4» TO 04AW 3/4• INTO ANCHORS. 11.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTMG PAL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BENWD SUCH PANELS. ANOWRACE SHALL BE AS MENTIONED N 9.1) AND N 0.2). (C) ANCHORS TUALL BE INSTALLED FOLLOWING ALL Or THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER R TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SML.L ONLY BE ATTACHED TO CONCRETE. BLOCK ON WOOD FRAME BUR,ONiCS. 12. THE INSTALLATION COMMCTOR IS TO SEAL/CAULK ALOF L SHUTTER COYPQIT EDGES WHICH REMNN ANCONTMUouS WITH THE BUILDING 10 PREVENT WINO/RAM MTRUSTON. CAUUR AND SEAL SHUTTER TRACKS All. ARGUING IULL LENGTH 13 STORM PANEL MSULLAMM SMALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLATS ANY BUILDNG PNO ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHOK PERMIT IS APPLIED TO. 14. ATRIUM WINDOWS AND 000115, ITC. E - Z HANG STORM PANEL SYSTEM^ IS POW PDCM. 15 (6) THIS PRODUCT EVALUATION DOCUMENT (P.E.O,) PREPARED BY I" ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SRE SPECIrtc PROJECT; i.9. WHERE INS SATE CONDITIONS DEVIATE FROM THE PE.O (b) CONTRACTOR TO BE PMPON38U FOR THE SELECTION. PURCHASE AND NLSFALLAIM INCLUDING LIFE SMrrY OF THIS PRODUCT BASED ON THIS PLO. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE COW ACTOWS RESPONSAINIM. (c) THIS PRODUCT EWLUATM DOCUMENT WU BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECMC PROJECTS SMALL K PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE I NI MEM OF MI RECORD (EVA.) FOR THE PROJECT D WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PE.O. NONEIR OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRANAMGS FOR RCAfW (A) THIS RECORD . SHALLEPAR THRE DATE AND ORIGINAL SEAL AND S1CNATUOF THE PROFESSIONAL DIONLDI OF 16. STORM PEEL MA"ACTURER•S LABEL SEAL BE LOCATED 01 A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WHIR SECTION 1709.9.3 OF FLORIDA BUILDING COOS. ONE LABEL SHALL BE PLACED FOR EVERY OPEM14G_ LABELING TO COMPLY WITH SEC704 17099.2 OF THE FLORIDA BUILDING CODE. INSIAUAIION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL INTO POURED CONCRETE OR CONCRETE BLOCK IN ART IOWM,eN ro a1Aa. � Tls1-aW/� � N � 1 PAa/ I MNRd�N 1 1 H 1 �EII I EL 1 €x N I 1 1 7 I 11 WALL ANO p1mcr 6MUMFiNG AM FLORIDA BUILDING i�Iii►� TO d 1 1 E �wi cw./in7• oa.. _ �....5...... i 1 i ON PRLt 7D7D 1�r'iO�iWR�F• �JI It--Iq w.. Ewa, I YOI M.. 7 I I I roWA67. 1 wq"�M1i I , Den arsw $ N- 1 I v.�//LN�t/yy�•ra ` �� w I 3 I / { 5 e 1 �- /� Wn IA1 I 1{r¢Fi]j.• pwlMw�� OyHpaN{` / NOR I RRFn OQ 1DIBENAL -+ i Yi N/Nh ��`--t.r Nam„'' asaurT b wrHlPwrX RUItD-OUT UMNT�INc_INST. lfiWE J//.1• SOME /' +F- w iPi rR •r of N/N/WMLSH• HM w 4R VW MtW eA.t� N N U) O V L Q co 2 cu .� V � O O O O W 3 c O cu LL p > Mn TO � 0 Q i 1 cu -0 402 .c vJ Q z z W J Ln N cc > W 4.i C G c- A 477 V N m ae N C C l7 C2 O 1.. in CA = N t cmto :' 69 3 4H a3 r� C C Cr_ 3 cv AID ` .✓0 N C E O O a 6,T 0 0 w U) 4-., W 4) P(D cn cu CL CL A< U c o U ■ B• V i cu W W a Z Z Q J a. SHEET NO. SH 1.2 MAXIMUM A.S.O. Tlr,. ,�, Of Apm TO R1 COMP ON .46.0. -75J 70. OR LESS 2 6/I@- SOLVED • 1', 2•. 3'. 1TI, 2Y1 ; 310 .44.0. -73.3 70• M LESS 2 7/e' SOLYED • 4' 6 .'W • SOLVED 'Y/ 1 A-a-2LN3/«SPANMS ; W~ AT avow IsMM ofM TAM LfNO •, ,-11 1,•.� I,1 • ►,,71 '.,P-T71• TI I,4P1 I:,3•„I NI .ra m =, LSD. VWIIRM ANCHORS 6PAOMa FOR L 0. . 3 Ilr y wouc WX TO ,Wf /Asocnon P,gM GF 7HWM VA" PANEL Loom T.' (n) PRE $SLI RATING a.,. 1wCd6 FNA-M PARIAAM mwa O 1MNn1AlE PWb To cwcm 7'l 1D CONCWIE 10 CONCRETE 1D coo"1.12• NIA 12• N/A 12• NIA 12' 1 N/A V A 2" (TIN) it' J• * to, 3• 5' A• a' 4. 1 mil) 12• 3• 12, S' 1• 41 a" S. I (BOTTOM ; 66.0, -753 N/A N/A N/A N/A N/A -,N/A 11 1/2' 11• V (BOTTOM) 70" ON LESS T N/A 6 1/2• I M/A ♦ 1/2• N/A 4 1/2• N/A 3' (TOP) 12' N/A 12• N/A 9 1/2' N/A 9 1/2' N/A 3' (80170M) 12' -_ N/A tY N/A--I2' N/A I 11'! N/A 4' (TOP) 72• 6• W0 1/2' 12' I,- Ir IL' 1 4' (BOTTOM) * LIMITED TO M.0 PIN. ASTV DESIGN PPM'49U W RATINa 66BL MART 76 FOR ANCHORS TYPE A SIACM FOR M6TNLATMAS Otto HOOD PIMYE millum YMNM AND" ePAa+Naa AM wmm EDGE OrTAM[ AM olmo D ON "a SMUL . AM E0. LESS I" womm ON $O*DLU FMANCHOR woC BY "710.1IW wftm Dow ON soc"s W TE FOLtomm FAMW TOR THIS OPOARON TO K POOWWE NEW= Sk1 ZWo OBTAINED USM FARM SHALI K LEAP /1YN YWMM S"CM OOCALYM MR EACH ANCHOR TYPE A NIDt0116 ANo1La imam TIN _mIl i 1/410 1//• 1/41. WP6Bm OLIX-m, --NIL amome WYOW W 3 1 1 / 0AM40nAR0 O,w.r 00A 3 , J 3 TAR Ae.I ou..r r.0.) 3 L 1/T,-.. _-3 'e; 4 AABL BA i9L1g1 I,� _ ____ _ ._.. -. _.._..L-_-__ ..._ ._..�_ �,M _ _6IT - -_ — T - - I= ---- - -- at } i -___ — 1.0M I , I + IWotors Ya•. DISTANCE KrAuN BOTTOM OF PANEL 1 1/1• NA 0 TO K 1/r --I M•. ++ acatal s MBA mwrA% 11Ciwuh BOTTOM or PANEL 01-1 L COMPONENTS FOR REGULAR LIFE SAFETY do E—Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 - _ .... _. ._ _- _. _. -. __15.115• (TOTAL WOM) _._ .._____ ___. -.. _ _ .. +� A'. -.._. _ __._12.%W (EFFECTIVE WIDTH). _. - .. _ _— ti -', t --.m/P _... ( 7-�,L.' .750^ _ _ 6�/i slw tw[7m �� 1/4' , r _ 6 1/4' (T'P.) -- _ -_ r J74r-. 123AMLE r 6 S00. A�.-.,.3�0•.- ,- 1.3i0• - I_%p* -. : 1�.0II 12so' ,-. )00• .NOS•+ I .OB6•lo -r �' :' OW BE 1/RLV[UMM) . .xao'T I , I ,=. j , "LWAM w ©� lh 3.]Ys• t.si,• �,.5L00_�;_`j=.L: ( I"D'A 9 xDbo EDGE AfTY AMi �- I 770' i �2 riEDGf :O I -- OtT11l A 48' - (TV) _ _ - _ _ _ _ _ I LDS' •-1TYP,) ) STORY PANEL (_._ _.. 0[TAY A- +-- i_ - T m --,sx - x.000' PANELS 994LL K OWALUED ALWAYS -- - 2.367' -Y.-� FWU 10 ROa 2O 'HUT HEADER (3) WF- TRACK (4) ANGLE WRN STUD AT ENO A LEFT cWa -, r P-RU AWES ONO LP• - CALMAIOZED STEEL w 7 / N I5' -UL, Y. (tp• 'I.a25 . 0.578 1- >, ,, ( , ,1( 0360'6 ,;: �" � .... ,; /{/ - , HEMMER. • - I MP701. . - _- 2.S9, - - - . , .. fJ �• 1.._... 1 I 90 SIMNE - OR !/ - -F 7D•'•- ti� V x.2aD ISDl1ETRKi VIEW DETAIL A . T . _ .t �T.S, _,2 w ROUNDED CORNER O ENDS IN PANEL'S I - �7.ME' -' :- ENO UP W HEMMED EDGE. 1. i . .r11. OF PAM 2,m. 1 .DTI- 097 g���..Sryp1 1 O KEY HOLE WASHER -'�O' - . 3.7ao• .072• (m) Lrr>aYr..710 3105-HISA ALUM ALLOY © ffHOLE AT PANEL ((��„ I 1 PRE SHELt 6 TOR ADDITIONAL 1124' 1 _ .m, - .al]• LMOA7gNS r SLEEVE LOATH 8 , 1'. " ( _091' - - ,121' L.. ONLY WILD nm WSTNLAT,OM too ,.230' .375' O MAX. `L "�laE/i!��yar 1 F... - (iW, 1Y00D STRUCTURES 37 , 2SQ . :- - -f tool• - . - 2.D00' 3 750- I-.' -.193- -., i ,n• 2.IN0 Lamar. �- .-2.aq•----- 1..'1e' ' 9q (2 REV. 'HUT HEADER O rUr HEADER i_ 1 3 .-._..... . t' MIN TO 5' Ma. --__ -- r low-_1 1 ® ISLE i © MAX,O � O ( 11 W�M TRACK 1 PAN fjjl } fQ © - ,-VA.,E EMNa 371 y 3.000 SrMr- AtLor �AA:T!(�/, (I i14- E1JY!! li ll- 1f4' WIW 3'P\•�'••VriENSF''•;i (List ONLY T J .._ 1975• STfMi 60EWZT HANG �STORM aPANE1 �6- , :)„• 47o IMpTj",^ 1.611' x.Doo �" P 1 1125'.�A� .9Eo• 251A NET. 44167 FLORIDA BUILDING CODE (Non h Velocity NMrrlacn6 Zon '_-'MAP O ,L•9' MIN. 0 ® IL ... - 4ea90 tLtb7q We 1' " �• 123• i}. : 21 GAGE GALVANIZED STEEL STORY PANEL a". all • 1 _ _.-- L I- __. I.. : -i 120,• _ , i o50..-, y •$'. STATE OF :. (TQvn.) GiE PROTECTION PROOUCTSI LLC 0//"Ma mm IL ECOIKe. 2.o00•- - I i. _ .. I L -- - arc SEDtIQNS - - taw+ �,�,16 4WD i /1 SOW aNIR.R .�,, waw N.f=Z:.Ox Ntlw M.4ID-175 ,;,,, OI! Mn ur14H.,4n PIPE (M1)4M-7fAq M. laM)rN-07n 1® BUILD -OUT air ® LLD -OUT Or )� 1© t ® WASNERED WINGNUT -eIIle •� - DOING c AIL FT 6IBM AaEE (ZMPC ] 0Y) ' rMT1 rR:rN CONCRETE ANCHORS (SEE SONEME Oli ... SHIFTS 9 T4OUGM 101_ 017CIWIEAEE000 __ - C 1 `/ E1p5TM40�IT CAWS j I I E I A I 6 A A- 111014 TTO GLASS. 1 . it ON SHEET )s 1 A 1 `1/ �} S A A .. ..._.I-11_ - _ I Cl) aw, is saus. Ar w I PANEL LOATH (SEE SCHEDULE I ON SKI' 3) O ,. *111 OF •L- MAX 121/2• DC. 1 1 E ,YYHaaLUr•';1 \, tiR'FY"\� , OF MINI OR SW IKOINKD :J'/4 `�11,, (ALT, COND1110N) �,\ .11 , CONCRETE ANCMORS_. bal (SEE SCHEDULE ON - _: SHEETS 9 THROUGH IQ ALTERNATE CONCRETE ._(kr ANCHORS LOCATION SCHEDULE ON EX7STRA POURED COWJ" SH" 9 THROUGH to) OR CONCRETE BLOCK REQUIRED. TERNAR UJIG ' / "M i ' %11' HQ RM1W1 ,MO I -, .-4A -.- CID_ •. Ifr eIRJDI ,w low m - ,Art • CONCRETE ANCHORS. - ,/.- bl s1 ./ ! ,2 1/2' 0.c (SEE SCHEDULE ON - , ,p' - 1. . SHEETS 9 THROUGH 10) H • I Q-iWP E.D . i Eb i, A,. 1 . I n`-� I - ,•ti I `C7 1 I GLASS I F .* ALTO -.� (SEE SC EDU ON 1 SINE? ) - .4, 1 (Lt r6R WHO. Y• M.. - - i✓1 ,'I IGmXN SAI T•!T PANEL (SEE SCHEDULE/ O/4S I V 1 .I -_ ON SNEER 7) _. __.. _._-- J, fD t EXISTING POURED CONCRETE , on CONCRETE BLOCK REQUIRED. 1 CONCRETE ANCHORS '111y (SEE SCHEDULE _ SHEETS 9 IHRRIGM­100,' LD. YIN,. SEPARATION�S TO (BCE somova ON SHEET 3) - _ VI 0,,/4 MAX. I .... .I 1• MOH. PANEL LENGTH (SEE SCHEDULE ON SHM 1 f�MASCr>�3 1/1, S a�0;w w 9 A 10 Aw _M w 3 SPACER l7r low" 0am no 0 F.4ry L °;At I I 01 I l _ 1 ED SPACER 1 O It r % -.-. -.. IENGTI I MAX ,/, 1 H weY OC CONCRETE ANCHTOK ✓ ..� CONCRETE ANCHORS r �''T'"�' I (SEE SCHWOULL ON SHEETS 9 THROUGH 10) POURED CONCRETE RITE BLOCK SCALE 3/9.1• ad6[ MI• A. T` , P A 3A''uGEN�(' �` �1 : .44167 E.O. _EDGE o1srANDE NOTE FOR comeIMATION of d5: *4 • STATE Oe * ercTtn 9 •. (SEE SCHEDULE ON TOP 6r BOTTOM MOUNTINGS CAN BE 'tL. or• .,IORID►'. • SHEETS 9 A 10) INSTALLATION. ANY WAY TO SUIT ANY Nt' 1.. oil (SEE SCHEDULE ON u SHEETS I TROUGH to) - r L, "c . . 1 I I.. N g 1 2 I/$' TONG BRAN. ALUMINUM SPACERS ! 6 1//4. O.C. VALID FOR EXISTING PONIED CONCRCR ALL D[SIOI LOA65 AND PANEL LENO111S Pot SWAP 3. on CONCRETEBLOCKBL.00N R _� 1' MAX, LOW µKMRAM SPACERS • L=7 12 1/2' O.C. (SEE TABLE 11 ON SMELTS 9 ; 10;) SCALE 3/6-1• a , " -w '� -! sumo nLam I t EC011la. 24 GAGE GALVANIZED STEEL STORM PANEL IRwI'r, PROTECTION PRODUCTS, LLC. .Im /R 61 17XIQD TLwI. 2 3a. flgt laM)"e"7Ma FA4 tw)0"70 °°�',A, WE- 11NL 6, tWN.L W fHr ni' FWNtA ,4 ,-Pr/ M,-N/A IW1q��FZI Y Pi. 30-175 DOOM w:. Ass M Ir tMtl a R 14 INSTALLATION DETAILS FOR SERIES 2000 & 1000 INTO EXISTING WOOD STRUCTURES E—Z HANG STORM PANEL (1) L._'_ /4Y LAG SCAEW! ! V O.E. w/ + 1/2- NM "OLIOXEI "w"m712N •I TO LOSING a m HLANR. (J M,.. I'.4' N000 = R 1.4, w *Q ,/.'P LAG SCAM a 4. O.0 w/ 1 ,/7• MN 7MWAMD PENETRTION ' . I� M1 OR EDGE , ,/Y A" TIEAOfD OYN[iPA7,ON 70 EVISTIND A= LICADEr11 ! EA OA CIF 9) ' :.., i ro Ilriaq ,Hom HIEAotn 1 •'•-IP 4• his • t 4 �1 - 'L .7 6 c•,.1Tjra7we 11 G LIA p 0 b QQ / d f(/I ,Y OC 4 CAA. �'� F'illm .1 I 11 2 ,l Y( 1. T'• - 1.. i-.-HEW YW/ 7ATJ/J7' I I , ): t 4•• LAG SLEW% • /' O.C. N/ Dperawr ,01/tx,6TN0 jt4n' SMl. I 1. (SQ DF1AA 1/i1 ; .' 11_14DIC 1A KI.OW R00 _l_. II . Or��aldwil1 cs,t I 11 all 1/2aS pppHEApER AIinoNq li I�EvwR,r ® 1 IIjRAN I,4.1- am%, 0 rA Era or 0 -IKE , IATICOII �R 1 a ) .1 I .. X"7,,.�.,Ji 00NL 1/24 ; . TU771 IA m' t;g I ---CR WOW HEADER REOJMD 7 e ,6'tIM�MI I I,4Y !•' ro GLASS 1lS N a 4.5/Y" f 2 0 CGUA Yn. I .. SEPNATI(IN"'•y IOa/<' 1" 1D WULSS I I/I0 z ' $ I ,'SNUG NUI ! rM/a�,G.R3P.W W/ 'HANG•" s 12' 0 C S I I 1 I J4 1 - I w6IG r040 EWER1 QYEM.AR I 7 'm- W. EYE,N 0v[YLAP ..1 - I ,c (E•)a 7 BSETNIADON I�/�a'•-�I�Oa; 4' I o MASS I 1/y yp>' fa• 1I .•`j,�^'�'Y - I 0 - — 10 rAAss MK M7E �, 'i I Exm oWaAP (y I 9 � twN - - ,. 9 a I r I 1- _____. _ ppQ I Ms M� j P i7 J i 11 I �� r I I i 3 I i 1,.°, (i _ •`- a - �. E... 'I YY/ T%aIh3/N•M.! M G i 3 I H - ' _ (. .� _ .._I NIK NN 11 � II, I; )- B --I .,. .../a Ira M•.) T W ' I .. -B ( 1 1 4••- ,V"• }/ 37' M'nU�� RNA I. II , 4Y fDMLE 10 PANIS.NAR 0.U] w/ E`.i b4 ` - - `.• _ ' OR 14 •-, /4• !EC Mort ,A 6ILDN) • I 1/.'0 LAG so" • S. oz. W , (7Ia'Yn 7MIfNY'DCml•- PEACTMiMl1! ,2 Ijr O.c .. '.. µTT ) 2•.a' I - _. _I._- ..... .. -...i a - - 1 ,/"Y_ !Ia• M.S. W ( I / 7/e'n31W NNG I•'*n L NUT oR , wl-ZW/4• j( A M APf Sf111[S ]� Ol1r Aw;7 (21 N000 PLATE REWIRED FIAT 09 M EDGE �4; Nr.- ! ', ,F� � MYi" I M 1.750 I 41 � [�1 OtLM'I •., I A C( /2) 14-10 PANLWtE PLUS,* 1 77b• ATM P(xTM1'IDN . „ , I.l,A i.Ln MIE to BEI C,N) ' I U 1/4••-POLO ''/..5. w/ //RYa/37' f<.t MNr NNr 41r , O.C. ... ,DILL Vn. (Z1 714' �� 'E�y� 2"W " f( -�. MA 1/+•• ILO SCRIE S ; a• O_C W/ 11.•. LA0 SCAM a /• OC N/ , ,/I. Atln INREAOfE) Ii7ETM*tOnt MITI. <3) 4 I 1 ' MiT THREADED PENiRA1YPN . rNO,M GE PLATE n"0°r.I'M o'crI m `""`8 gT1ArnE MAN 2'.4' WODD FLAT ,i RE6,W1W RM M W CD07 "W SCALE 1/4'-1' �j PLATE KQ-JWWD ILAY ALTERNATIVE 1 SCALE 1/4.1 FLOOR TO CE. ill INSEELLATI ALTERNATIVE 4"W I. 06 4AtKNf ARE C"Y "m FM WADINGS WTT A.SU, GUM, LOADS SCALE 1/4-.f' w To .a60. -r5J y1 ANm PANGS Lt1cTM u► ro s'-+o HAM4nI114H LE ♦ RIIATIVE 3'W I FOR NEW WOOL FRAME CONSIAUIC110M N000 IHEIIBFRS 10 K SO,INW RN PPE NP Z. W/ SPECIFIC w7+sN,'r Of OSj M COW. OW� .},�}� 1 ' ow.r .p N1GENSN(• ., � FLORIDA BUILDING CODE (High VelocityNut cane Zone) SEE !EE sPtraE7FwIw,� AM of01PV711XtS TOR 11lg a MI eM Q Al ttx Ab Aa MN[T O C'IRKCFgN TO i l'1N M2 Al ao1TDM. BASED ON * ; R S N0. rw'�-�_i i .*=,A7tw. Mc 20 CAGE GALVANIZED STEEL STORM PANEL oMrw wWELL ,aW M boon fE7OFS l6TAU1gM THE ON SEC7T , TON STA J_ I $c' ECO 1Na GLOBAL PROTECTION PRODUCTS, L1.C, a7/ayE"a °"E �• .TMH aE NW-M; :FiOtL / A6W N.w. !+ atRIIILA A OOiRM 1IAWt110s vw a[ WNNeVSO N AIL' %, .5� Aq A 7.n .. Ir 'i'rr APRON,A AT. .... tAWJ M,rA-�7iY IIMI •A. _,M, MOM. lW)IY lM4 u-"rq+)eM-aaT 20-176 MY t0 SLID ANY NBTAMATL%, SOLE , 4• . 1• IN / AINIR 1 PI 41, r WMRRc w IO01f SIN/T7ER iRKPa NOT SHOWN FM L'WnY Y TII NJ9PM. RE- - wITh1 A TMn. 4t Fy - •MINI L, O, as AT 70P OR BOTTOM 1VITN TNAGK4 ,lot (R'I • MAXIMUM PANEL LENGTH 'L+' OR NIL-" (it.) 0 MAXIMUM AVEO. PRLWI/K RA1N10 a.I. , w - (P ) ( ) CONCRETE A WOOD OWA UATIDP9 1 u 20D ,III. 0' Ill- 25.0 I2'-O' II'-S• 3D0 If'-8' _ 7O•.: Sao lo'-lo• to .-a. to*-?* 9'-4'___ ,aa - - sag --- Ssa T a -$' - I._r_ a r S'-r• __7-_,: _S-I* m Bao 3o 9 4 -o- - r r r-4- __ 730 4'-10- S0.0 -.!I..!:- r-2' 'i--r __ _ Sao y Tao r000 ' r-- 6'-9_ 6--s• I' -a• - - r'-2' awn=' _ IDSD 5,3_ 3,-.*, _ I70.o - - 3'-r a'-4• _VIsO lrr.1 a' -a' 11NG /J AND CORRESPONDING 2/4 1/4. 3/4, 4/5, 5 S RE 6/5 CHEOEILE ONLY FOR REMIM STORY IlAt 2W/b, 3W/77 k 41W/7 ANCHORS (m SCIEOIU ON BETE_ COiICAETE BLOCK t WOOD W t, MI -- . - - - s1+a7s 9. 10 W1D) ----- -- -__ __ __ _ . _ -;.s; ON _ 4YNIH E P MEL e y MCS1rAMRe A - - I O O O Timign (!) . I. END WRN fL f! is Q6 O.wi.. Q2 .0, �. .� - p(�JeT MOUNTED AT EACH END+ I-T-I--i--T- r"'i-'T"T•-I-l'-"-r-rT r- T'1-T-1--I'. .7-T--r-L_ T r- I MAXIMUM PANEL LENGTH L+' OR 'L-' (ft.) 0 MAXIMUM ASA DEMN PRESSURE RAT= ICE I. W - IP ) f ) CONCRETE ! wow INSTALLATIONS f u - M 70.0 i4'-4' 13'-o' - rso 12,-ro^ Ir-a L0.0 II'-&' rol 3S0 - 10-70• I'-a- 40__O e•-m' 9'-2- 450 r•-1 a-r _ 300 r'-a - / O i-e r 2' -- 1i r 3-_ rye' .. - 0 ,E• s. sao - -- -lab la0 -a_3 T2 6_ :! . SOLO 7-0 R-$•. _ --ZSO 7`O -0'- Polo `P'-9• _0' r•-r4 R1.D 4'-r :r__W two I r'-J _ ! 7' IDSO e'J at*_. 170.0 - - L_! a:-'.. I'TOE•. I7a.0 ITS'-* r'-4' MINIMUM SEPARATION TO GLASS SCMFMLE LOATHWIND PANEL(in) sno 4 170 TP.N WIND SPICED > 170 m.P.n L$PWSIRAIWD I RLVW NEo W II nl%WBO I REFUND 30 OR LESS 1'I 1• 4• I 6 1/4' >33 TO 90 1' I- 7 1/2' 1 1/2' >90 TO 115 1' 1' 7 1/2' 1 1/2' )t47 i0 1m 1• 1• .O mTRACK ACE YA� W BM O DIRECT MOUNT HEADER HEADER eTLQ-oDr , GM - I DIRECT MOUTH 46' 1. 1. 1. Sb• SO• 50- 4 t.sNi.a' STUD ANGLE 36• 1. 32' 32, 42• 1. 39' S Y TRACK w _ 32 32• 42' a• So. 40• I w w 32• 32 31' w Se• 50' 1 50' 37• I 32- i0' so. S6• ar W.U01 ! 1 I I I � 1 , , 1� �_11� 11_f11[ j L I_ f __ I.11 A 1II �-�I r I I [I * I � ) UNBOLIW PANELS BOLTED PANELS W/ 1 4r-20X1• . 1(Sn SECTIONS AS .• � i I j 1 jS'.S. N.S. BOLT w/ (�W G DVEAtAP' iAPP,ICA" , /. •,. I �, I , I (SEE SECTIONS AS APPLICABLE) I i I I! I I I I _l ) II . I I i, I _I _! _I - ��] L I D.Y.,a,- jI- _ 'I ® Qr@ ' 3 MAX . 1 __.._. _ 3' MAX " I ON. -I 2/4 1/4, 3/4, 4/5, 5/3 R 8/5 ' MIN, 1 W/6. 2W/4. 311t A, 4W/7 _ .....___..._.ANCHORS (SEE SQIEOU.E ON Serra 9, 11) *11). . .. .. = REGULAR STORM PANEL G) ELEVATION es GAP EK7' N.T.S. ,/4• M- -. I (YIN. o+Ew- -1 ItItlLE trLLEY1 :: J MAN. GAP 4 (` SEQjIQN A —A 9" LJ N.T.S. "mm 0(t) L+; &WCMM ALLOWABLE PANEL LOOM FOR A GHEE POMM ASO. DIEM LOTH. L-: MAL AWARE FARM LENGTH FOR A GIVEN NEGATIVE A.S.O. DESIGN LOAD. (2) PRSCO XM 10 cmf11MC MAX"N PANEL LDWW* GIVEN A POW K AVER orsaw LOW, KIRAWW MAWIM PANEL LENGTH'L.' FROM sCWDALE. cKm A NEGATIVE LSD. DESIGN LOW, DE'tERImE MArw6m PAN& Loam *L-* room SCm [ML FINAL EAKMM A(LOMMU PANEL LENGTH IS EOLML TO TAB MQYNW DETERMINED ►HID• LENGTH KMUN T.+• AND 1.-•. (3) TEE SCHOMAE BELOW r(R MAN. PANEL LENGTH FOR PORDSITf WAUFIGTION. RKTAUAY04 INTO WOOD ARE LMRIED TO 115 P.AI MAX ALSO. DESIGN PMMRE PArM I AO 9, t0 A ,1 P011 MAV. LSD. KZMN IQ fOS S MAIL PANEL LD41n6 FOR • Y1'] 9MCB11 a USID. ' f '• FLORIDA BUILDING CODE Nan High Voloolly NAT come Zone) # . 44T67 elm M"M IC. 2j BALE GALVANIZED STEEL STORM PANEL aN4'-'sr - TATE OF �_ 11M E C O IKQ. PROTECTION PRODUCTS, Ur "BONE • . ORIOa •.X4(,� -w 41W 4.11 NIOT boom FIT.- ,DIM r { 1 I •.P ......••' I u RAN a a Nr. rl�a n BAIL ww. WYm 4P IM.r., Pn-M ,", E,) P n,L FOP. M11W a7T! Q 2G-175 INSTALLATION DETAILS FOR REQU R PANEL (1) INTO WOOD STRUCTURES - - . � � U � !II ' �� , 1 ... .. ,'.. ill= ANCHORS I I To t l (�s) r ILL SCIWDOE 1/.h-7e1" J ON I: _ ._ I/41— NAo ON SHEET » i RA .Mw TSHEET -, mOln I ,.. � I15CI1) V +1 ' I,i 6 A L._,- IWp I _ ,,'l61/•'DIAL. _..___ __ KIWI ... _ __ __ - :. I. - 1 V' .... -) I - LrlN SIP i 1 . 1I e I -.I: ..._--.__.__ t. �� _. ,ItlG-4 ._ 1 -. LOATH 11� 1 1 .. __ _.. ..- _ Mm. WINO HEADER Ir. ..� WOOD ANCHORS (SU SCHEDULE REWIRED II . (SEE SCHEDULE OM_ .. �_. _ .. ;'i' I I } :_.-.,,..._, _... - 1 __ E� le ..,JAL.- - +/4' I ,J01f SPati,H SMITT ILA Tj�k���A,.,,,.4,I ` II 1 0 MAX. 2 •. -I _. _ 1 l= HHO DER .. i to I CI dII . 2• [11 I _ I f . , I ' , ; MN. 1 II, I !. ,, . NIL. I - ---- I EQ (it it I I 4 �L1' NAJL LONG ALLUMIM SPACERS r 12 1/2' t.�O.F �� I ;i (SEE TABLE jt ON 9NLEf tt.) 1 - I I . I Yn, ( 01 : I i' I OEE NOTE w BELOW FOR LIMITATIONS TOR 1• 1 ,/'t• LOW suro[S. 11 SEPAMTDN 1 `+✓ VPANEL MAX. I ;j I 111 'ill' I (StF SCNEDUIF (SEE SCMEWAE 1 I (SEE SGHIBLKF VATT FDA" To OR _ ATIE aN SNCfl » l 1 111 ON 511ETI 3) P�1(SEE fIWE J) t; PLUS SCHEDULE SNE[T 11) 1__-_- __ _ .. I I /4T sr, ON I 1. LL 4010 N I II E11 t F A !t 1 _MAP. I YH IIDI I-m7 W/SS _-_4 EXISTNp1 I. To __. _ 5' tawss E 1 !.-•\ RATE RECK RED ( I Iom sMELT s) 1 DIRECT mom W1 SPACER I �, I 66 eLTECALE 3/ E 2W' II I. C., 1 * .f1- I ) PANEL ( Irr RE SEE (ABLE /1 ON SNEER 11 FOR tMX. lfwG7T(S Sr 5�R 1 i DESIGN FOR THIS INSTALIATON. . HAS. A .D LOWS j I Of i• EO _ I I 10i MINK. _• _ I �, {.3 ' �. J ' _ b 4• 'I W 12 1/2' Or I l�. 1 '- _ __-_;--------'--- - NI I • _ I = •, .. WOOD A DIN/ _ Ip 7F InIE: 1 '�. _ i -.. __ _ -- - -1... ... I , I (SEES gCAE"mULE ON WUP Y SW K 1 t/r tows P 4 -"-I I 1 stim II) 11) OMMLAI0M a IBM 70 A 611E "M WLWM MIN HT-V rlKEniL I MAN wl "OF NOW Met a A Rta1MTRION ENaM NW 2•NI• WOOD • PLATE REOURED - D ANCHORS I q WR6P0 MWM ORrW7M1Y tNWG1W M WQ'7 If). .. I . .. ,' OIL SPwM11aM TO OMM 0r10Atm LL 1.41 WOOD I- IL A T,04 " ' I';' I A10110lr Oo/m6 11YM WIIFOWIR A M . v Ili W/ STUD b I2) M YAW[ !LINE K RtWOM TO 1 • M .,{. PIATE RfQUN4ED 11 � ON(SEE WALETULE ON 1�0I�,,R�W� O AR ... 1 -., . .. _. FWSL WI( PPUAOqyj IMNL K lML� A 6 I/A• 0.C. �fPLOeWD ' SHEET 111 1A•"1a4i `^•° CameI%1 RaNeC1Pl FAIOY ,f t/Y U.IPAOWp AMONYID M (1) mmum AID elm POEM= j ft& LENGTH UR OIMM6 Y1016116 I oReN r •60. -M µl. I (311O(Y1F111RH[ee i �R6TIIICRM �.. .I . ', 1 .. :I:' IWIA M ---... " - ,ARNr eFHE6tAE LOON ! i rW 14 I aE• i (it) wimm arm 6 15j ALTERNATIVE N) t KDK %LINER CPWWIFM WWL K I. WWGC` a w D0RM6 I M4A fM PPO 2qO 1. b NW 3 M OCTDAm N A61Y we0 IIM1�4 ,elm Ave,IMM• SLµE 3/8-I WM 1 4WD 20 M M 1 1/2' WWCQ M A s' !�";J�r]KiLEi.-J-R (3) s70RP NNNLAnM a O►Y 1M.Tt�Nr 'y/ F-/W SaWeMIPP 419 tK 1"0 (7N DWOEQ K DE IlARG7 SCALE 3/15-1' I (A) MMU PI WLJ0 May AOR 1RIr i KOMM OWE �116M-Ol 3 . 3 , ,VIM E I -- L_ _- -----__._ , �....:.T!44 T ' .. (�CEN %, FLORIDA BUILDING CODE Non High Velocity Nu cans Zone NOT FOR, COMBINATION, OF SECTIONS: 1, INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. ;' No. 4416T elme n1X0' I"E 24 GAGE GALVANIZED STEER STORM PANEL Tj' DESIGN PRESSURE RATING (p.s.1) AND PANEL LENGTHS * ; * : * oIIFMR N, TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR q ._._. W/♦T/Nn COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) y.. STATE 0 "" - IL E C O IN9. GLOBAL PRDTECMON I'MMIC►s• U. ARE': INSTALLATION. Q -'"- Am ar. 5, $law �•. BRIO 2. FOR NEW WOOD FRAME CONS IRUCTEON: WOOD G4� ; NW a. ► n 1` awAE e. MIA 20-175 .-.s fY"I,R—, MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC TS% •"-"'••a ""'-. PIN m-,4r. r-.I+Hw m-.w J.I,Ni: EWNNrm-nHe. fAN1 (wNM-E7E7 �r w, DENSITY OF o.55 OR EQUAL. RNA„ K, u•-IroWM RN - N IMtlt'R A ,Kl ;.. •E. WB[1 a 01 N �n Id RfnIGENERAL NOTES YAR. RYPA 1 [-7 WM6 ll7dY 111611i (C) T➢.�IAIaiwli_.NQQl1 lNE(. $f•�tlFK 6ftlNrY_ G - 1) 55 MW.'t. 1 STORM PANE SHOWN ON MS PAGDUR EYALWTON ( LW" (PLO.) ALAS KEN VERIFIED FOR COMPLIANCE N ACCORDANCE - t/4'm VAPCON ANCHORS, AS MMNIFAMURED BY 1.1,W BIALOCE. INC WIN THE 2020 (71, EDITION) OF TIC RDRIOA WALDO40 CODE_ THIS STORM PANEL SMALL NOT BE INSTALLED AT HIGH _ III A-10 PMCLIMTE FEMALE L AND PANELMAR PLUS ANCHORS. AS MANUFACTURED BY ELOO CONSTIRUCTON PRODUCTS. Yf10Cltt MORRICINE ZONES (MIAY1-OADE / BROWARD COUNTIES). - 1/4'0 LAG SCREWS PER M.D.S. DESIGN WNW LOADS SMALL BE DETERMNEO AS PER SECTION 1609 OF THE ABOVE MENTIONED COO: For A BAVC WINO - 1/16'a . 5/8' WOOD SUSMRIG. AS DWRIBUIED BY ALL POINT SURFN. BOLT B SPECVYtY CO SPEED AS REWHRED BY THE JUCaOIOIION WHERE STORM PAWL WILL K INSW1Ell, NO FOR A DWM04ALM FACTOR KO-04M USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (ASCU.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2- FOR EU'C PANELMATE PLUS 3. a TMW 12 A 17. 19 AND PANELI/ALE FEMALE 10 N ORDER TO VFROAY THE ABOVE CONDITION. ULTIMATE DESICI *N0 LOADS OEro"NED PER ASCE 7-14 SHALL BE FIRST REDUCED 10 ALSO. DESIGN PRESSURE RATING BY OJOWLYNG THEM BY 06 IN ORDER TO COMPARE THESE W/ MAX (ALSO) CI) MINIMUM THREADED PENETRATION Of LAG SCREW, W-0 THE WOW FRAME UNIT SMALL BE 1 1/2- NO THREADED DES" PRESSURE RATNOS INDICATED ON SIWETS 3, 9 RIVAL 12 ! 17. is PENETRATION INTO STUCCO SMALL K CONSIDERED AS PAT OF ME REWIRED THREADED PENETMYON IN ORDER TO VERIFY THAT ANCHOW ON INS PLED. AS TESTED WERE NOT OVER STRESSED, A 43Z INCREASE IN ALLOWABLE. STRESS FOR WIND LOADS WAS BOS USED IN THEM ANALYSIS FASTENERS SPACING TO WIND HAS KEN WE7FR111I/fD N C 3) WWAJM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHIN BE AS INDICATED N THIS ORAwft ACCORDANCE WITH N.D.S. 2018 . STORM PANEL'S AD[QLUCY FOR RESISTANCE BE APACE AM NAND RSTANCE ALEN VEIr1ED IN ACCORDANCE WITH SECTION 160/.1.2 OF CA) ORMUM PEWMAIION OF WOOD W%OM SHALL K 5/0• 1/4• a-20 St." USED SHALL BE 1 1/2• IONC MINIMUM . THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS j0a1401-01 AND 00219.02-09, AS SHOULD SNCCO EXIST, AND ,' MINIMUM FOR 01P US WITH NO STUCCO. PEP SSTD 12-99 A ASTM C 330-02 STANDARDS. AMU AMEMGN TESIMO LAB SOUR FLORIDA REPORT j1,23.01-10 AS PER 201 AND T PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE N/ SECTION ie94 W THE C.5) IN CAW THAT PRECAST STONE. O! CONCRETE PANELS, CONCRPANELS, STUCCO OR WOOD BOARDS K FOUND ON THE EXISTING WALL. ANSMALL BE LONG ENOUGH TO REACT/ THE MAIN STRUCTURE BEHIND SUCH PANELS. rlOR10A BUILDING CODE ODE C NCCHORS ANORMA SHAU BE AS MENTIONED IN C 1), C 2) A C.4) 2 ALL ALUMINUM EXTRUSIONS 10 BE 6OW-TIT ALLOY AND FCMPER (UNLESS OTHERWISE NaM) SEE SWET 2 (0) ANCHORS SHALL BE INSIN,IED FOLLOWING ALL O IHI REOMMLIOATIONB AND SPECIFK:AnDW OF THE ANCLTOR'S MANUrACTURIR 3 ALL ALUMINUM SHEET META USED AT CLOSURFS SHALL HAVE 4100-Hta ALLOY, a PANELS MAY ALSO BE 1057ALLO HOMZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROIRiH 0 (5NEEIS 4 4 AL.L STEEL SHEET METAL PANELS 4141 HAVE STRUCTURAL QUALITY "It ASTN A-653 GRAM 80 YMMJM, G-60 GALVANIZED IHWX;N S) EXCEPT THAT HEADERS(');® SMALL TIM BE USED. V11t. DESIGNATION W/rY- 92.2 kN (AFTER ROLLED)- V. IT SFALL aK nW RE'SPONSIEPUTY Of THE CONTRACTOR TO VONrY THE SOUNDNESS or THE STRUCTURE WHERE SHLITILA IS TO K 5ETYS . ALL SCATO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ADITTACHEDI�� TO INSURE PROPER ANCHORAGE. THIS SHVYTER SMALL ONLY K ATTACHED TO CONCRETE. BLOCK OR WOOD f'KAW 50015 W/ 50 WI ANW ESi11ET4CTH AND 10 k. TENSILE STRENGTH! AN3A BLW D WOO, COMPLY W/ FLOR4.DIEO Coo SECTION 2.1 T.3. 3.4 ID EACH REGULAR STORM PANEL NWT, LENCrHS OVER 90". AS PER SECTIONS 1, 2.., 5, 6 AND µIUNATIES IN, 3W A AW ON SHEETS 4, S. 6 A 7 RESPECTIVELY;SHALL HAVE A LIABLE AND READILY VISIBLE MAAMPIG INISTRULTINC OWNER OR TENANT TO 6 BOLTS M BE ASTM A-307 GALVANIZED STEEL OR AN 30A SEERS STAINLESS SIF.CL, WIRE 36 ILI, MINIMUM YIELD SWAT M SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICINT WARNING 7 ANCHORS 70 WALL STALL BE AS TOLD". 11, THE INSTALLATION CONTRACTOR IS TO SEAL/CAUIN ALL SHUTTER COMPONENT LUGES WMCJ4 REMAIN IN C'KNTNUUA CONTACT Wi THE BUILDING TO PREVENT I1VIft IN INTRUSION (A) TO ELRTIHG 07VI@smwicz - t/4Y iAPCCN ANCHORS AS k~ACTURW BY I.I.W. BURDEX• IK (Min. I'c-3192 P4�•) ,2 STORM PANEL INSrALAPON SMALL COMPLY WITH SPECS INDICATED IN NIL. OIAWING PLUS ANY BUILDING AND ZONING REGULATIONS - 1/4' 0 . 7/a• CALK -IN ANCHORS, AS MANUFACTURED 01 DEWALt INC PROVIDED BY THE APISOCTLN WHERE PERMIT IS APPUED 10, - IM,, . 3/4' SODA -SET ANCHORS, AS (NSRRRUTEC BY ALI PUNT SCPFTr. BOLT IT BY 13 (a) THIS PRODUCT EVALUATION DOCUMENT (P E G.) PREPARED BY THIS ENGINEER a GENERIC AMC DOES 6KIT PROVLE NrMIMA (MITI ION Fr..p.a.l.) - j,4-10 PANaNEIMAR FEMME O C OANaM4R PLUS ANIOF0R5, AS MANIFACTURW BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT. is MERE THE SITE CONDITIONS DEVIATE FROM THE P_LO - i ZAIAC NALN ANCHORS, AS MANUFACTURED ft DEWMLT. ,NC (0) CONTRACTOR TO K RESPDNSMF FOR THE SELECIOON, PURCHASE AND INSTALLATION INCWCNG UFC SARI/ O THIS PRODUCT BALED ON THIS PE.D. PROVIDED NE/SHE DOES TIM DEVIATE TROY THE CONDITIONS DETAILED ON THIS OCICUMENT. A t) OF IAANCH ANCHORS INTO POURED CONCRETE SMALL BE 1 3/.•: 2• FOR ELCO PANELMATE AND CONSTRUCTION SAFETY AT SITE IS THE COR ACTOR'S RESP'ONSOUIY 1 !T/4' OR JAV C , 3/4• FOR 2AMAL NNLIN ANCHORS. I,) VMS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED A2) CAUK-N A SOLID -SET ANCHORS SHALL BE EMSETOFO 7/6- INTO THE POURED CONCRETE. NO ENKIMIEM INTO STUCCO SHALL K PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM VIOULD STUCCO EXIST, (6) STE SPECIFIC PRI]WCtS SMALL K PREPARED HIT A FLORIN REGISTERED ENGINEER OR ARCHTELT WHICH sau. BECOME THE AND 1' MNIIIM FOR WALLS WITH NO STUCCO, AND MAY K HEADED SCREWS OR ALL TRREADCD SCREW$ W/O HEAD. LTIUYNEEE Of RECORD (COX) FOR THE PROJECT AND WHO WELL BE RESPONSIBLE FOR THE BUT WITH WINE AIM PROPER USE OF THE PE0 ENUNIFER OF RECORD, ACTING AS A OELECARD ENGINEER TO THE PLEA FNQN(ER, SMALL SLYMn TO rims UTTER THE SITE SPECIFIC OMWNGS FOR REMEw. AS) N CASE TNAT PRFCASI STONE. PRECAST CONCRETE PANGS PAVERS, STUCCO OR WOOD BOARDS K FOUND ON THE EXISTING WALL OR F7OOR, ANCHORS SMALL HE LONG ENWbI. TO REACH THE MAIN SIANICTURE KHRO SUCH PANELS (a) THIS PE.O SMALL BFA4 THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SMALL K AS MC7NTIOWD IN A I) AND IN A 2). ENGINEER OF RECORD THAT PREPARED ft (8) M-11 11ING 1 ,.y DD ,fyiL.AS[M.L�W IN. SHUTTER MAWFACn.KWS LABEL SHALL K LOCATED ON A READILY WSTBLE LOCATION AT STORM OF ACCORDANCE WITH SECTIONNG - 1/4- • TAPCON ANC410M AS MANUfKTUWD BY I T W PUII.DEX. INC. SHALL K PLACED FOR FOOR EVERY OPOWNIC LABELITO COMPLY9.ii WIN SIDA CDICT" 17LDING �9] Off THt - 1/4- 0 1 7/9' CNANC HORS, CHORS, AS MANUFACTURED BY OFWALT. INC. FLORIDA BUILDING CODE- - t/4'0 X 3/4• SOUR-SLT ANCHORS. AS DISTROOURD BY ALL POINT SCREW. SOLT ; SPECIALTY CO . I14- 11 PAfNELMATE FEMALE to AND PANCUAATE PLUS ANCHORS AS MANUFACTURED WY ELCO CONSTRUCTION P Illllrl - 1/4• m ZAMW NAILN ANCHORS, AS MANUFACTURED BY DEWALT. IK F.. i;-. ,,,. A_ 'VCEN,s •'r�� B.I) MINML:M E111NOMiM OF TNICON ANCHORS• ELCO PANELMATES A04D ZµAC AVQUN ANCHOR, INTO IKE FLORIDA BUILDING LODE h VelocityMuM6aM ZoM BLOCK UNIT STALL K 1 1/4- ►�g„ 44 67 • •'"O RRm " 24 GAG[ GALVANQED STEEL STORM PANEL F, • VE2) CALK -IN ! SOLD SET ANCHORS SHALL K INBEDOFD 7/0• ALTO THE CONCRETE BLOCK UNIT. NO 1 nIM1A, w � STUCCO SHALL BE Plftl 1/4' ■-20 SCREWS USED SMALL K 1 '/2' LONG MINIMUM SHOULD Exist, * r AND V MINIMUM FOR WALLS WITH NO STUCCO. STATE - -- IL O LIIa LOSAL PROTECTION PRODUCTS, U-C. "/y,� �''• t> Aaa A• 11 Saw CONCRETE PANELS, STUCCO WOOD BOARDS Be - IL ORI '�/L�P�'E� AM-P, PA. AIR. YAM MVaPa A AHM TIME• n wl 20-175 f3.J) E EASE THAT PRECAST 3'SHAL OR P040 P / p.N PNI TR — 4N_,MN - ass 1.I- IMONE 06ADw-TAN, pM)Nw-mT EXISTING WALL ANCHORS OHN,1. K ILNW FNOUWI TO REACH THE MAIN STRUCTURE BEHIND SUCH F ANCL+aRAae SHALL K As MENTIONED N OLIO AND IN 8.1) AShs/ONAL aG '"'nA w+ .n 000"T w moR`"`i MINIM 111 11 WA2iWMYAl/6ATE Tp A ,1LLP A W PE 1Ntn , W Y -�- _ INSTALLATION DETAILS FOR REGULAR PANEL di INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES __�STAIG POINT CONGRCR 1.POtIIiD COW OR ONGR[7E BLOC'S ,____WAD PLOCY RMAVED �y REQUIRED. '. CONCRETE ANCHOR$ CONCRETE ANCHORS Y% (SEE SCHEOUa 011! (SEE SCHEME ON - EXISTING POURED SHEETS 9 THROUGH 10) _,. (7 i SHEETS 9 TNeOUGM 10) r - .© (;pK OR V� "•� GoNMETE BLOCK,• _ 1 ( . F REOLWWO. O � ha. -,AI ,IA1a I 1 2• - , 1 I MAx,. ; 11 CONCRETE ANCHORS •,• �'�'. _._ - I .._ 1 'it'7fy . 11 I 1 ((��E( SCMLOLLE ON I LA i y,. I f 0 //, 8H[LTS 9 1MWo1 1D) �,•.. 1 1 1 1 I {� ✓ ; I I 1 I I 5/, -.' A, _ I . „ �. _..-_:: -T--' $& Ef 'T ya ePr a !� ; ( „W i .. - -iw � A SFPACATION (.... t0 LASS. 1 OK nW RCA .� To G1JlSS. I On ra N om i ISWRT. r_B_t n I '�'r O'r/7�7 1 iyY/l I E%K1111G 1 (SEE SCLASS. •L- yN._ I(sfE scMEDt.1 , ,,. .-, 1 r -' I ' GLA,gf ; ON SHEET 3) I PAIR LENGTH R DIY SHE 1) I I I ) I (SEE SCHEDULF 9 I •L• ON, j TO OA6S�A I •L• Ms.. PANEL LENGTH CONCRETE ANCHM 1 1 ON S1lECT J) 9 I PANEL lE7MM 1 1 4 _ �1(SEE 9CIEOlA.E. I (SEE 90mrou E 1 ,lT I (ON SHEETSEE 3) I DI" » ON SHEET 3) (SEE SCHEDULE O/ _ .. ,f �. ,., q M 1 f fL'TS 9 i1N10L10N 1 I V I am. 0 I �� It 1 MA11 I us 1 ) 6v "_. 1 ,,.•- aK'- ♦ ;. I Or 7• E , 1 1 ED I01n 1? y /7 . P.. IY. a ,H' PC. / ' , ;'A4: ( EON. , 77 q�.,, I tiJ' RqY I :::' 1 ER /, Ll•�' !/'r/ ;": I W 1 1/7' O2=' RILL. AONpRED. OR ri APPL- ., ;. 1 w- I. wwwri Twass m a CONCRETE BLOCK CONCRETE ANCHORS J I ; _1 CONE ETEE ANC ON /./;� - _1 1 T9�M.S.w/ NU .. I. ... -.. I ON;, -EO—tO-ACQUIRED. WWEDS 9 DULE • : r .ac. l .• 10) O! IALTEIRHMTE ` I MHI '- , w/ ®ONLY NAlE4 SOWN .. LIED 1014 ' f.'%' SET !CALK-N y, . ��A w/ R+1EN LQSTIN6 POURED CONCRETE Olt CONCRE9EDpK ALTERNATE CONCRETE _pyNME uff0 REQUIRED. . - ANCHM R GG2CDNCIEw/" (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THCOIGH to) SHEETS 9 THROUGH 10) BUILD -.OUT EUNTING W46 MOUNTING WALL WOUNM 4 DIPECT MOUNT 904.E 3/11-, SGIE J . '.{1:tlk 11 KEN •' '� FLORIDA BUILDING CODE Non High Velocity Hut loans Zon1 : 44167 •NOUL 6 vast AA. 24 GAGE GALVANIZED STEEL STORM PANEL olur 6M E.D. Is Eo{x OgTANCE s STATE oF� _— -- �E PROTECTION PRDDUCTSF u C. "�'/'"' (SEE SCHIEDULE ON TOP • BOTTOM MOUNTINGS CAN BE , , yt --__- 4WD 10. N Lrm , SHEETS 9 * 10) COMBINED N ANY WAY TO SUIT ANY �•' IORIU4�'. .. r Y4w W M1r *�• a X11 20-175 F ••• I / 2e, OepM.or f .,-MP MILK (W)so -7b4A mt. (Ee.)IIa-6»7 INSTALLATION. /0 a-aw"I" �.•.. aYwa w. 11 ANNHN WM.10 A +ELAN .. It. or. N. 4F V ARCHIW PI NSTALLATON. V On. ON SHEET Vf, .. INSTALLATION DETAILS FOR REGULAR PANEL I INTO WOOD _ . r ALTERNATE LEG ;. _.FOOD ANCHORS KTERMAR wo90 ANCIRRRS _ F .� ISLE SCHEDULE ON (OK SCHEDULE ON 1 I'. 0 -. I' Mkt -- ,Ail' HDI .AWIe HIM -(p.-i-f0-•, _. ._(� II-0 lOK LOIN T I SMCT 11) SHEET It) --w. ,� y I/.•Ben• as Ys •/ NMI NEJD� MAX. WOOD R,, `., - -- N - I ( A I'V ,.... I 10,64 1/4*DA. ON I (SEE SCHEDULE ON - Y •�"` I I SHEET 11) 1 I', I ,- �_ M I Qi ) E 1 1 3) 0. . iASNi'r J I MH,. SEPARATION TO CLASS. : /?.'._ NINE ,TXI RWu E' ('sEE sa+FDLLE ON sFWEI » I LOwN IAA -vt 1 - - - - _.1 PA411 LENGTH I I (SEE SCHMLkz EXISTyj,-I _ .-. L_ E.--. I ON SHWFT 3) iiLU� 1 1 Ci 5" 1 I QF I 1• 4 0 MAX ' I B 12 1/2• Q.C. I NO RN , I . ALLOWS ( 1 .,L-j __ __ WOOD ANCHORS r -. - k - DECK REWIRED TSAR ED (SEE SGNQDUE QN - SHEET 11) °`':^-.-:_ - ... 2• Mk,.. ,. - �.ncI A. i: u, L. NOTE FOR CQMe1fLA*P>w OF SECTIONS; 1 INSTALIA71ON ARE ONLY VALID FOR MAX, AS.D TOP B BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.l) AND PANEL LENGTHS COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 10 BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0-% OR EQUAL. SCALE 3/8-1• V MAX. PANFA LENGTH (SEE SCIFDULf ON SHEET 3) 1 4MAP N 0 L coN _ O 0 +-6 U 10 N 0 O c ca- cv -v� .� C ., N � 0 0 0 CU m cn c I N C 0 LL m 0 0 4_ 0 CU An W a-r in .0 vJ Q m O {'V LO ��� N o NICC 2. W i CD -c ,• C= d' r- N= C V Cm AI m C (a Vl a OV L In Q Cm go Hv 3 ]C d :5c •alii. d PL 3 ft IO d -p E3 d p p 4.- .'A, 0 L) O ^-, W M= _� woma U) CIMM IMM (1) U :3 CU 0 Less Q_ L) (1)■ W LLJ = Q z Z Q J ^ L.J.. SHEET N0. SH 1.3 END CLOSURES DETAILS OR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR OOD STRUCTURES: VALID FOR REGULAR. UFE SAFETY do E-Z HANG STORM PANEL (� SYSTEMS . I,, .- I I .. I � I ... , �_ 'i /i\ 1. , , , MWIZIM-0-101. 2' . r . AN I I G) 9 0 OR � 11 1. � r", Wcow Flow a*JW"' :-IL4 9', I "._" 1. 51 11 & REQUIRED Niou WIN p.. . I 3/.- �. ,.1. Kno e 0 I I - I^Pcow 41, I,•,,, "o. . I 3/.* I'(... z! 11 t) J - ,2 - C, 1- . I C 4 11.1 I , 4L/2' , =6D121M=0= =1wk"x%R I , 1 ./4*0 . 1 3/4* �� . - I nvuww L 0 ". . J)- o� " �Z, OR(3 ", =.F "Ant '.... 0 L .1 1) � I . '..,4; -. 11r, 'Ile OAP -19 ,- 7ril \_,;;o`s`L I/- I 1;=I: L44; ", -1 : I UN UXYMCN y � . 6 12, cc, �. 1 2* : 2' : �0111 M4- *TEMOIC - (i) \\---/ I VARKS r I r Abb : I . •t tum. L r � mcu On We. L 41 AN' 3l0%-.;%s"4 sn"M POURED, Loogwm. COMMIN .. �i i ! -.1 - -- BO ' " :_ .. I . k4CX OR 2'.4'WOOD FRANC T__ � 1*4i" I j*' , I I %rl`A,. 4.11ld Wff PL471 I rr"', I - 1 2 1/2" , REOLM" I , �_ 410113-1111 AIJDV , , 2 - cw . ALLML MIME I ;-/,iL rP�11 I --- . -.1 uoo`o.w \:-/ ? aw, j*. *"..O?r 012 00 3103- OR 001113411 A10, W/4vl~ C,W. N_ A-10a CASE A (PLAN) CASE D •(P SCALE 1/4-.1- SCALE 1/4--1- SCALE 1/4".0 SCALE 1/4"-I* 1. I I SOUD-Srr OR CNA-00 I PAMELVAI - ��.' 'w '0Z ' S. � . (-3 - V'WZ , PoNvowour PLUS am \ 1.5x ,�, ),a 0 J9 OR = =0%%%W , VARIES I on Z%e wow Sm OF QPF#" I SCAMM ON Sm" f. � L" 1 04 & v Fl. muffa , AS APPUCAN69 to IF ") - - 104 =0 •ro`�Ll 0= AVAK �\ r M.-I � I . I IIE= 11 I I I &L '�, 000" "IN) =41;%0r1;.=w �, I 71T,77 1 95__�,`�&44'=� 1 11 1. I& NEDUOU - I I _�1111.11-d " I - � -9 ' :114 " L _J, I 1 I $-- --<j,(t OR(t VARIM I \, ,-I) / ,., ' q)= L/= FRONT & ` i r Mos, I wou ("M cut EN"PIMN10'tt 1-9:* , I ) I "� ---- -- �j "ifloollf". CASE 0 V. is . . `,_�` Wbonow, VNINIP'. 01" / / 0W." je �:Pq SCALE 1/4'- I' 44 -� \---/ "J-\--.-/ wow ,.,*, . , VALID FOR DIRECT MOUNT INSTALLATION ONLY III - or.. *4 - ` E Mo s �-�,N,, \ . or. I, , . . • . i'.. CERTIFIED PANG. INSTALLATION AT WALLS W/ . . / . SURFACE UNU VARIATION$ WITH110 3/4- � .' No. 44161 -. 51 III,: * : . . . .*I FLORIDA BUILDING CODE (Non, High Velocftyy FHwu can* Zone) CASE E (PLAN) CASE F (P ��%� am lionom sc. 24 USE GALVANIZED STEEL STORM PAWL F.I.. am" w �.. SCALE 1/4"-l' SCALE 1/4--l' , ,,, "' GLOBAL PROTECTION PROW= U.C. lim. 41, m 4m 11.11. 6 ~ &g.ANNNr1I,varwo, &. ft x I., " DWIL rL'3Nl4 � Dole on-Noo, woo PHW (�)IM-n.k M tob4)M-NM7 20-175 FT �� c-0 47"11"1. -. .., !M.I i - I - 04.1to!it !!�� I I I,! FT9 ; 1 1 SHM a N is I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (1a.s.(.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL ) INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANELOINST&LATIONS AS PER ALTERNATIVES IW THRU 41N, ON SHEETS 5 & 7) MAX. AS 0. kAAX%IUM ANCHORS SPACING FOR ED. - AS "" ON SHMIS I At 7 V" , tviamum DESIGN PRE:SSME RAT" ALITAM111111M do" ,"M v - - TAPCON LAG SCREWFDARLE PANIELMATE PANELMATE WOOD KGHM (P.S.I.) 0 PLUS OF THEN PW - W or 13" W_ W T(­Ww=_rw W Ir ­--­ 77 -_.... - 131 .�Ilr­-j_r­(SOP) tF­I*_ -- o 1/2- s 157 --13" -i1/2' - ___ - __ - - - I" . . -..-. !: _____ __... _ ___ ___ - . . .. - - -..-- .. __!2A1IL_ - - - _ on UESS - ­ - . . 8� I- . ­___L_1 I 1:_.. - ­ _. - . � -- 1 --- ----- T­ --.---- 31 1i- _t31___ ----.,------ . ,�* _. or _ - , 'i - 44IW45 .. ".. - .... Ir . _ . 13. ". 13, I Ir LESS - I3*_I3,.__I3. 13* a 1/2, to M - 13, 13' -13-' --- - ­6�­ --- _ & 1/2- 0 1/2' L a 1/2- ­­ a 1/2- 6 ITT M - -.-- - - a 1/4' 12 lji•_' & /4' �-) 2.3*-w ____ 4 1/2' - 4- - 6 i/2- a 1/2- - - _ _ . - --- - - I 10 14'-4' 4 1/2' - ­­­ 4 I/a, ___ r - L to. - , F-1 in. ___j_,�� -,- ­_ 7T jj;­- ---.----.-- F_13* - .. (w) 1 _- .-;i;:. ___._: I I �3- � 13' � WT/ 1. wrtov) I- SEE TARE #1 FOR MAX. A.S.D. DESIGN LOAM & MkX PANEL LENGTHS WHEN SPACER 19 IS USED, CORRIESPOICING ONLY TO ALTERNATE 2W ON SHEET 6 I Mo. AIS.M DESIGN For "SURE RATING (PAX) MKXWUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 III 7 4,P%18LC Aqvoswrom C&Z= OF THEM wXwuM X-M v VIJ TAPOGN LAG SCREW PANIELAIAtE FIEMAUE 0) PAMELAATE PLUS WOOD su,scmci - or 13'__�---13.-_!r-.----2�L-,..'�.-i�_ 13" _­ .14_______ 13* Ir '. I* (W ITOW) 6 I1r_.__ - 6 1/2' ---,., 4 1/2,.--- - 6 I Ir - 5;f- __41/2- - IT-- i- iA�yJi - ___-..­___._ 6 1/4' a__!- -- 12 1/2. __­_ - - 61/4- - MIT..) . __ _jmorw,-- (n 31O-Rw UESS i 1/2' ____, .­ 7 J P+45-5 10 475. -76 s 11, 5 13* . ) ir 13, 13., to* Iw (I " - __ Ir _ Ir ­.- Ir ­­-13' ­ IX - ­ , 6 1/4• (horu) a 1/2' 9 I T _f17 - - --i-iii 6 1/2* iiFF�i_ I __ - .__ - - - 4 i77 _ - ­ __ - ---'- b� ­ ___ 6 1/4- ______ 7 1/2' 12 t/2' _ --.-. 7 1/2- 6 1/4, ____ - - - (WIT,-) w- - To ?I_r I I---- 1. Is- 5 in'_._ - W r_,:_r_ ___ _,_,�,' __ Is" � __ - - ____ 5 ­ 1��­­ IV .) . (110110M) (Top)• - moffw ­ L3:_ 1 13- __ Ir- ____ 'I _+ - -_­_ ­ 13; - - II SEE TABLE #1 FOR MAX. AS.D. DESIGN LOAOS�k WOLPN*WHEN-SPACER l L04THS A MI USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 - DELA1 a . A.&D. DOM LOW MAMMUIM PANEL LENGTH 40 PSF OR LESS 61-0. > 40 PSF TO 50 PSF 5--2- 1 > SO PSF TO 60 PSF W-10, Ll A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE_Fpftl N) OR PANEL MATE PLUS ANCHORS III: W/"!2AW,jB,Ak1/2" O.C. MAXIMUM A.S.D. DESIGN PRESSURE MG (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANIEL 10 INSTALLATIONS INTO CONCRM CONCUR BLOCK STRUCMItES (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) 6W. A.S.O. omm PRESSURE RATING MUMIUM ANCHORS SPACING MR MIR ED. PER SCHEDULE ILA* 9= _- PANEL Lo" %* IN.) MAK. A.I.D. DESIGN PRESSURE MAIM (P.17) VAMIUM ANCHORS SPACING FOR MIN EJ). PIER SCHEDULE BELM III APPLIC-AINUE Ira wC A MAXA" PANEL LENGTH %* (N.) TAPOON SOUO-SET FIEMNLE 0 PLUS ZAMAC-NARM CAUK_4M • & COMONKrgN G, TAPOON SOLD-017 Fowl ID P" ZMANC-1041A - CALK-01 10 mwmmhk it '. = ?a - 3k 'a 'a ' 3k , vwowxM0r�_;z1Dj"jE, " -W,1, 3k wo -!& 's 001011FIX = 016 THEM t4s. -45 OR I= I I 13r 0 . - 13' 13' Ir Ir " ir 13, Ir 2L. I M s*-r OR LESS .46. -45 in -0, -a _1_ Ir ". Ir or t r or 13* Ir it 1/2 1 crop) 01_r OR LOS ". 13'-. 13' or jLi_3:__ I.'- rIT I _r Is' - . __IL 13•_. .- !!' !_� IF— _13�_ -1i -, 13, 11. Ir Ir 13, 0' ir 13, 11 1/2 ­_ i (BOTTOM) I Ir ". Ir - Ir 13* Ir _or or '3- - Ir - 13* ---I!:- Ir - Ir or 2 mp) 13, Ir - - IF � _73 ­ -Tr _7F' --"-- 13� ;" ;3• 1 r 13- 13- 1 1 1/2 2 (TOP) Ir - __ I r _. Ir I r - I r __ .." 13' .- .-- 13, ' T Ir 13' 1 r - I .• - . ,-nw) 11. . - 13 Ir 13' 13* ". 13* ­_­­ tr 13, ­­­ 1 r ..• 1. . . 11. . ­.- - - IS;' __ Ir '; '­6 - ' 5= _;_ - 13; _5__ _5__ r 13, . Ir- -13T, 37 - 7 - -TF- !,SM) Ir W 13- Ir Ir 13- Ir 13- - Ir I 1 1/2' 3 (TOO I - - 2 1/2-12 1/2 a I/ " a 114' , " 12 1/2* i2 1/2' - - - 5 1/4' _ 6 1/4" 3 (@DIM) .. - - _13�_., 72 1/2-12 I/r 4 1/4- 6 1/4- III 1/2-12 1/2- - - 6 I/#- 0 I/v 3 (WIllan to. r ,-. r or r _ or IF o- r 1. 1. - . 7 1/2- - 4 (w) ­ f_1 ---!:,- _T-I.L�' 13 - -I 3; - 1�1�2: , _-_ - W - �w_ - �F_ ,_ __1_112- _ r - - . - , .;-� ) r - _. !L­ 13' __ - ik ­ 1. _. - _�k , lio - ­­­ Ir ly ­ r ­ - - - 0, ___ __5 �_! ig�!k_ 3 (BOTTOM) 6 (TOP) ._!!�­___!_�_612: __-.______,_._____.__ _• _ ,_!3� 13, , -1 3F_ - ­ 6 1/4' 6. _jn__._23* Ir - 13' '. -,----�--.----,-..----.----.----.�-. or Ir =' 43, 13* '. 13* 13* _6* - W 13- _'Ir , ­ --,. W - _tF li;�' ­ . 11 11/2, - 1-1-11T i"l-T/2 ; 4 (901106) & (top) i_(IOTTOY i- -_ i__ ­ __ 1. - Ir . ..-------- 13- . 13- or - . is, ly - . 13- Ir- , -1 - - Ir li� I_ __ _23, _ !3' TJT _.!:._..__.-_ _2�_ 13' _ _ ;�F i -,��6[ - T_. _ I 13. G'ij4�� , _T_ 13* F, k, - . --T3;- Tj�_ , - ­­_ ;-_ -7r '73 - ik , 6 1/4 ___ _.T 1 1/1• - or - Ir - ,T3___ I i. * -, - - S 1/4 _,�F_ -Ir --i-3,;_ ­_W - ­13�_, i *F.�_)] _- -_ ­_ - 6 1/4- - -, 6 1/4' ____ - _____ - _- --- -_ - - 6 1/4 s l/4,[6_-fwi_-4j _ lr v Ir 10 1/2' _ I.r r- 7 1/2 5 1/2 13- 14 1/2' I PM F5*-r TO 14'-4- 13, '. Ir Ir 13* G 1/2" ir S Ilr I 1�� 1�11* 5 In I >5'-G* 10 V-G* j or - - L 7F- 13" - 13- 9 1/2 --Ir . Ir _-Ir � 0 1/2 10 1/2 ? 1/2 13- Ir I (BOTTOM) Ir 7 fIr or is- ". 10' 1 13* 'o. 1: . _13 13- Is 1/2- 1 (wriz-v) L3:,_.._,. - _Ir T'i- to 1/2- 13* !'._ IF 11.._ 0 1/2 Ir 13' _r_ 9 v/2 7 1/2 1a-iW - 15-1/2 375- -or_ - -I I*— T _17V 6- -,/I* i-a-0m "i J9'0_r16W_) Ti�w_ ­4" - Tr- it , r a Ile ly- a I/r -L•- 9 1/2- __- 6 1/2; ­i-r- 17?i; 13- 7 112- 13. - Ir - Ir to" Ir to, w W 6 1/2' 1 2 (SCITOW _I3L_r_ __13* Ir _TT -_-__2 --I,, y - -9 - ­ - or __ win ­_ to 1/2 ____ 7 112 _ .3, -_� 6 lIr 3 13, FTii: '. 7 lIr ___i�_ - 13, - -, - --;---"'7 13- -1 3� -4-1 j 'i ­ - Ii - - i�- -11' - �� - '_ '. _ or - 0 1/2' 3 (rOP) _A:r__ - - L2-1??:!-,,!T 0 1/4' 6 1/4' 12 1/2' 6 1/4* - - 6 1/4- 0 1/4- " 'jw_ 3 (BOTTOM) j��) - 12 ,. �Z_ 7i; 77 1/4' 17 1/2- 12 1/2 - - - 5 1/4' 6 1/4* 3 (BOTTOM) 71 ,. a. 5 vr __- 7 - T -Iii - i:- -4- 4 tIr 3- It ­o/j7 ,IF-- __ to. r 4- r 4. I llr /2' .!_!_ --- � llr 3' - 4 IMF) --I:- 13* ._ _ --.--. __ r_ _ . - ...... a' - _ _ r - - 7 1/2e .- � - __ " W ... .-...--- r - ____ or -_ __ $ 1/2' - 7 1/2' - 4 (MOTION) -.!7 _ 13* - 13' __ L.,---- K],Elf � �, :,-,t: --lYn Eii. -12, 0 /!: - - Z211 2� or . - - r I 5 (") _ ' 2:_ !i_ T - 13, -.-- Ir -..--- or--. lop- _ Ir _._ ,1* __ '. - $3, Is I .6 (w) I ._ - ­1 Ir or .11 '.' 13* 13, I 9 1/2' , I 31 _2 /2'7 vIr Ir - 5 1/2' 5 (BOTTOM) 5 1 ­ 13, a 11r 13* - t Ir :'I : .- ' 7; Tj• I _ 71� - WT .to' . 0 11 . . a %a . I I/rIs awrIOM)l -T-'.......... 13* ..z:- ': E.F.- Ir __ Iii 1/2 :31 1 _11TIO 11/2* 1 1/2"L i 4 1/2* ± 1/2* _�]4_(�VP) 31 ..... ...... w _T_ I'T�l t 1 TF lIr [ i ----A 4 11r1i - I ,, Ir 'Ir - 1/4- 6 i/4- __!�:__irl_l .. - I _Lr 0 1/4- 6 flf4e- ____ - 6 (noTT-) _1 _io_ � -4-V _13' 7 I . ,/4"I - I - - -i-t/4. It 7i4jn__ , (WTT.-) SM $Kw 11 too AWN= Tot do SA CM FOR INSTALLATIONS 0110 WOOD 1111011,11: IMUOKIL 0 MINOWN ANCHOR WAOPIDS AND GM IDGE CSTANCt ARE INDICAM ON lift 110411PLAX FOR ED. LESS book "WAND, a" 111CIFe7A1 FICIRn ANCHOR MIA016 61 MLILVIPLWQ SONVO INOWN ON swam IN toe M~ FACTUMIL FOR "a OPOWMN To K FOUMLL REP= SPACIND oftopm Ulm I'Arm oft, Not IF Los TWIN ~N PACM N*Wm roe EA04 AMMOR TM OM tog ICNWLXL ANDHOR WM __!L0"1 .1 - 1,471. ­A=­1 0= - upwil I Nue-er "Ifewl a Post, asw ,-~I CALX-w MWNW ANOWDR WOM (k) " , J, 3 2 3 ./r 3 1/1 I 11-1:_ r- 1 3 'Ir % =:: =1 i� _;f 3 11r I 1/1' - 4 V2 3 'Ir . Ann M WNW I IJIT � . - - . �. � �:� .- _.'. _ - - I.. ­­ I - ­ I _ 11 Vr , - .1 . , - _!U1N_. . !J!�_ . - .- .. � r_ an I . la__ - I . - -0.1,I) - I V" 'I FOR MX. ASD.='r,u% I- SPACER usw- ==ft�r j I , J- . thol, , D.M-1), 11� Ift. T or (D ___ - __ . '..., _. ...-. I , ­ . _ -.-.--. ." .- . . ­ ... . r- - I - ­ - __.. ,.. . , � - _ - - . ; - -I------- I u I 0 0 0 0 0 .L� --------------- ---I I I------ ­ I - � __ � .1 ---- i --- I ---------- F -7­1 I I I' I . I i i I i� ! : ! 1" 1 I I I I' i I I I i ' I i i!j i11 � i I ! - I i AULAL a k". OEM I" , L0MAX"M WEN. 4M 40 PSF OR LESS 6.-6. > 40 PSF TO 50 PSF W-2' 1 :o. 50 PSF TO DO PSF 5'-10" I A MAX. PANEL LENGTHS ARE ON VAUD INSTALIATIONS W1 SOLID SET ANCHORS & W/ SPACER AT 12 1/2' O.C. ­ - ­ ­1 ANCHORIS (SEE SECTIONS A ALrERIWM ON 90, 13. 14. 10 &16}­ ­­ -1 .- . .... - - - I ­ . � r0jFR- IA/13, R-2A/13, *-WI4, ft--19/1& R-2111/13. *-3111/14. r MAX I A-IAW,11& 0-2AWAS. R-3AW/16. r* R-181IN/15, W-211W/156 9-30W/14. 1. ,woo *-; ­ - - - - .1 - . - - _! I � I � � I L/2 I Z,,i II1I::, - -+ --- 1 -4--*1A-T2olov iFS. ,.5. BOLTS O LTS .W , I1 . �I�r ! I"trI.I . I (USE woPAN6I I PANEL LE , GTH1 , . I, REGULAR PANEL I IREGULAR 11L PANEL I B'-D* 0 +40.0. -40.0 p.... (WMO N T _- . . _�4;; ­ --­ E � �­ 1 I _ LIFE SA,o.PANEL ;7*-r A+wA -34.0 P&f. MO __ I ; I - (110 OVERLAP PAIL. L041N W44. UK 21-61 MN. PANEL UDAM I 1/4-0-01I---� �" _e ,'i �� AT ALL MOUNTNG$ SEA O1i, - __ " "B, -,---'-__- ,-;­ - - __.- . - I I- -- - -,---- '*-T, , -_. .-__ L/2 !IfI 1 ; �1 � L__-----,----,-,.--.. _-L - ..-- , _,��__�j­---I _,____'___ I .I S. I6yeHn I ,,L941. * In wm-- I ,;e t PANEL BOTTOM CORNEAS .�' 0 D.M.,(I�-�- L�--.t 1. I -04ML- -ovuw- I Of@ - - WING NUT AT EXTERIOR ! WIND NVt At , 3� Ma, L RIGHT PANEL .1 w, t INSTALLATIONS ONLY VALID FOR WAND - 13, R-211/13. R-310/14, 1 SPEED UP TO 170 m.p.h. I I' IAN, IA/111. R-2A/13. R-30k/14. it -Is/ 1: ..I R-IAW/I& R-ILAW/15, R-301W/fil. 1,10 R-IDW*/15, R-29W/15, A-39W/16- - _ I . .1 .. - . I - - AW.Oft (SEE SCCTFONS a ALTERNAThICS ON SHEETS 13.I4.t5&I6)- , - ----- _­ I - -_ 1/4, VoLl. 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' __ . 6 11r 2 1/1' 4 (TOP) - r - _K_ 1. - - � - '. - � to. ­ - ______ r - - 4 (willow) ---.--- Ir . - a 1/2- - 1. - Ir , - - i-I i2-;7 __ - F_ ___ a_(bairw) f 1.�-,,,/,,q.-3:31�i�-!4,-,-.I;r-LO2 I 3;;- 1 - 7 1/2' 1 --K-.. _ * tL - I , - la (MP) __ 6 1/2' 13' ___._ !• 13' 5, - Ir -.---- 150CIP) Ir a 2 1 11-0 _ijL� .2r I ". �fl . 9r_ 13. or • I * - "(,- - 11-1 - A , 1�2:4 - r I I , I 3' : 13, . IF 7/-27V i,w)-i �, � �13_.L_ /,+ I - I - I - 19 114-18 114-16 (00"-) . - _ il I /,+ I i, iT 1/14C 6 1/4* 1 9 ilel - I - I - I - If 114*16 1111 SIM 11 FOR ANCHOR% Inot IF 9441DW FOR WWWAAMS 00 WOOD MM 1111111.11101011. 0 WMM ANCHOR *W:PM AM MMMM 001. DIFINO APR POMM ON INS SONMAL MO LA ken THAN "GICAM ON "go" REDUCE AMM Skon IN MULTIPV`14 SPAUND INOWN ON scodmutut v roe P%Lowm racnes. FOR " cINDIAIGN TO K P0svWX RMsC0o Ifte" 094odO UIWIC Ph" WALL UP K LEM "Wi HNMKI WWM INDICOM FOR EACH ANCHN r*1 0. no sciauut Y'ro!-j44:o!-- 1/4'. !41 v:�_ I ANDIM YWC ­ iWeis no-M 1w.' '%;�� V-,-"--WXNI .-YOF'oo - ou-K WOMM ANCHOR SAIGING (11.) 3 a I a 3 J_+3w+rL . j _!_11-r S vr -2-Il' I=-LCOa =,. ..�­ -I I Ilr J./l. _I I/? - 3,w _ - AMIN. WINE SaOeQ P- ­111* . - , 1. - - - _.. I'a -,.-- _ - .. __ - - - I - _­­ Ili' __ __ - 41i - I - - - __ . I I - - - --$A.-, 65i _ . - _.� S. ­­ ' ." - - _ - log - _ - , " .A3 , -Tliw, , . ­ I � 11 or __­ - , . ,00 1.90 -, iii USED Sm WFOR A.S.D.nv SPACER &1 r-O�%%?is SPACER" I TMLJE Al A A.E.D. Dom LOAD Wo" PANEL LENCTN 40 PSF OR LESS 6.-B. > 40 PSF TO 50 PSF - 6._1. - > 50 PSF TO 80 PSF 51-10" - A MAX. PANEL LENGTHS ARE ONIX VALID FOR INSTALLATIONS INI SOLID SET ANCHORS & Woo " SPACER AT 12 1/2- D.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL in INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-0 TAPICOk- .. , -pusTING POURED "' " """ I '..- ..0- - K=M' ANCHOR 0 O' D.C. 1 CONCRETE OR "/ . V-6.z - %Do � Y/ " CONCRETE BLOCK CONCRETE BLOCK I CONCRETE KMN , __V. � REOUIRED ,I. - . i 0 ; " L, I 0 � 4) . w 2 f 1 j 1/2' 1 ,/,. :GEESE� ­T- UK- - -''--- : ;'L , '• I ED 0 1 ,,, ... .... . I I , �11 ... I :� , ,�-­ , .� , ., .. :" i: " I � . , � � 11111111 11 Ext64G It ; j_ j,4,g"%� � 0, 9:1111711! -0 CLASS 4 I CLASS . 1p I " , - I W.M.., to I L. i 9 to I I 1' MIN. I I I PANEL 1111100H I ISLErLEvittlow I I MI, ON SHEET 12) rIARX - I GLASS. It I I ; ,�,,,� I ; ,,!�,�/l,"?',-�.,��",����,, - � : �;� �"7' L/2 � 1•, 1 � I � I � 'O Ev i I ,.%,� . I I i 4, I : - . � . , 1. a ur cc I, I 3/4- ... 1. , . - I ( m A ' 1`11� 1/00 T"I�v ANCHOR 0 a, D.C. i � . GUMCONCAM OR r .,, INEOLOW. SEMN.0-JA 0 REGULAR PANELS WALL MINNTINN SCALE I- ­ 1�.. . 11 "I ,1/4* , ", W. - L I I . Lao • j : ,,, `_ ... ­"�", _1 ­��, I., "I , 11 11, ;. ; 01 IIII MN. I ; I A To GLASS. Ir ---L - �. ."IfI� � I I / I ,W)f A I � I 'L* 9 11 L I G' PAWL WENGIN 0 1 (SEE CIAVAT" I I . SHEET 12) i 0 I I i t- - �___ . 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PANEL LEMM14 to (SEE av"TIOff 0 � ON SHEET 12) 4 4 It iI.------ 9 (D "I I : - ".. 4) I I I I � i�v I 'L* ". e PAWL LENGTH (SEE ELEVATION I oilSHEET 12) 1. : ] : II � I I. EA F -, , I __ - f , ED I I . __ _._.1.__.. I- _j­ L I f. 1, 1w =.S. cc 11I ­ - I 0011 . I 0 to 'R, � ,;, . 9-7 1� .1/4's tNNCoN "I L 9. -, /411 TAKON ANCHOR 40 r D.0 ANCHOR 0 r cc ORSTRO POURED CONCRETE OR EXISTING POURED CONCRETE OR CONCRETE BLOCK REWRID - CONVIETE BLOCK REQUIRED. SECMN I-2A III RMULAW PARIELS 0 jm" NEL _WALL MOUNTINGS W. Has !Fo#!FNN,_ -6-0 0 a) = (n -0 -Cu > 2 a) _= 0­0 -0-0 = -a 2 C C . - CM CO -&-O -0 a) a- co - a) .,..A c- c) =3 -0 Cu - Cu M . - CIO ..0 O 2 -2 C L- - a) CuC &.- %..I 0 := U- -5 --- Cu > - Cn a) Cn E ZO a) .#.. - CU 2 ca. F= � - Cu -0 . rr.0 aj C�L < er, (V , (__ C"k - un C_ 0 CIN -4 2 '= 410 = Cx- L.LJ CX :e C, = 6 r- C:) _E w Q = ..j >< L& G. .2 01 = - -C c%j Y 3: w . v w jz c: :I- ESA jz C= -cc 9= - .- 3: M 4- 9; I CD .0 a) = = irw 'T :F., a.0 E 0 q.3 of 0 INSTALLATION DETAILS FOR UFE SAFETY PANEL INSTALLATION DETAILS FOR LIFE SAFETY PANELnl INSTALLATION DETAILS FOR LIFE SAFETY PANELni INTO WOOD STRUCTURES INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I IWOOD . . , # I , ( - -- , - - �- �-, ,,--,-,-• 4 , ,% , , , , t, 1/4-0 ?MC . I I ; " � . ! I . I , I .- , ,1 0 I . "', �. I , , 77 1�1 I . . I 7, D.C. , L I , I I UN"' " " -bb"colm on �� ' L _ �4_ IWAADER jL - ­ ,�, 1�:� ­ 9 9. I , � .I',- , . ...... ! L, "_. . ANCHOR 0 -wm;o ", So al -a: - -, , , , ��,,," � _ 1� _. ­1 " �_ ,`_ - - , " " , , - 1, ­ I t I � ._ - =zsao, , , ..1.91.1 .­ � W I., .... I i .... .. Coal CONCRETE 9LOC% ,�,�, , CONCRETE BLOCK 1 , L ..4 / I -, ". - I lj' �k , NEQJM. 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I � I -1 - " , �! ; I , ` , : 11 ____ euvroc � (�! Ionwad CONCRETE BLOCK , � I '. " r It , - I T, L ' _� I -0 , 'I, I EQ I I I - E6, I is 1�; . REQUIRED. � , I - I r i , I I . . - . L "' ' L-i , , - � I . I '1� I : - C I . - - I , I? I t . I -1 I_ - I -,- . =,: � fl, -1 W .- 6- L_ I L 9 - " L , - - 1 9 ; �i��? f ­9­­L� I =tf_ -7 sm D.C. k. 9 ­ Ir woo-flou . 9 1 JI - Z�� 11 I . 7'� i; I 0 " IV P L9 . �_L L - -1 - - 19i . __ _j 0 - I , , % ; . I ��, � I I I I . � , " " I I. I , �'�' ' � � �1� WI W . 16- �_ , . , �_ C�) . " - . t I . tl� �� li, r ; 1 III . , I . I I I 4) PIA; WOgq . WOWL- I ; � , 1/4-0 PANEVIATI. 'ILA 5=12t R-39 , , , , � I � � 1 !/4-0 � I � , I , t 1i ' ' .1. -1/4'0 TAPICON 2-.4' sm. � ' ' . VO4 1 .. -1 I a- / :�, ! � � REOUMED I all 21.41 w-w- , va'-'11, , SEM .R--.0 - ! . - 1/4-0 TAPCON TAPCON I t� - , PLATE . I . � . u� . I PAN - - � . I , 1,7 IIAC. . I , , *0 REOUIRED L . , I__ __ � 1 1/4-oll PARELMA11 PLUS /_@ • �g lo`j� D.C.O'CL e RMULM •PANELS ANCHOR, (woown EL I i 1� ANCHOR 0 It' D.C. PLATE � I I . I Cu " OVA , � 7,: 1 = 9* cc. -1 , �il �x I 1�,� W . L , , � �1, rAn I L PEOUIRED � . � W/ Mo 1 STUD . , I REOUIRED i . ,�, - � ... IJ4 . , ­1/4'11 PANIUMTE . I . t. : � , �; . . __ , ; �; I . 7 . 1 ANCHOR so I D.C. , L !" � , � ANCHOR 0 11 1/2 O.0 11, ANCHOR 0 12 1/2* O.C. I � I I � I ., . I 11 I , ' I WALL UOUNTINGS . I I � ? � � 'I 1; I I I r I � I L 04 wC000, � : . _1 11 I � I 1 . ' I I WAE 313.1- ., . I j � ___ _,'. I � 4 I , I . � I 1� I I I SIX SHEETS 16 so 16 MR ANC�o= TIK IF NACHO FOR REOUPIED .1 __ . ;j � , OdUUAIDS WIC 110000 IN" NXANK . I I -1. I ­-.1i - - . �_'..;.f Cn momm 4%TP" W%WO" AND OMAN EDGE DWIMICE .- 11 T: wow , , - - I .- ­ ,_ I - I L .1 , , t;. � f: � � . -1 I _' L �- ; ", � ARE 110,04110) am TM 11CHISILA.E. Mo E.O. 11113 TWA I WDRATO 00 NONEDUIS RODUCE NICKOR 91NOW NY TERM A_ & " Cu MALTIALywo VIACOM NNW am SCHEDULE IV THE I a Nwiv. FOU01104; FACTORS. MR THIL OPMT4N TO IS POMMLL -111 A " Cn REDUCEP PACING WAND ~ FACIDIR %VAL KW K whim M Affewya v J618PSWA&F PANEL ,Owo ... ,,,, LESS THIN MMK%M UVOC MWAVID MR EACH AM340P 00.00 TYPE am IN* 1134"PuLf. �tAA .Tu4....... WAk I MOM"S VMU MONTINN WALL MOUlIMMOS .. .�--!fki;, A1100111 rat it"! I.1 SCALE 3/11-7- SCALE 3/8-i' SCALE 1/41-1 LLJ ft-wKwK, . A. N)AEN80". DOM .•,�ru -..- �J...EN .. .. .1 - I'm .. % I ........ ... :.1 "157 ... = Mo" Asm" va" 00 3 3 . : .1 . FLORIDA BUILDING CODE (Won 11*gh volooft IHWU cam Zone) . .. . FLOMDA BUILDING CODE (Won High Velocff�y Hwu no Zan•, : N FLORIDA BUILDING CODE (Non Wgh VelocRy Hur icons Zone) m *=_[al,00now, W) . 3 - -.L- * - '*I TLRM =. FAR, .1 " sm wwm Joe STORM PANEL "A" sm, * : is : .nm 11,30:0. loc. 24 GAU OUVANIM STEEL STOMA PARR PP. __ .am ONTO- 24 CAGE GALVANIZED STEEL . OF : . . 1. * . 1. INSTALLATION ARE ONLY VAUD FOR A.S.D.ADESIGN I - -1 STATE ()F T­ 3 w . 24 GAGE GALVANIZED STEEL STORM PANEL O. 44 i 57 ONM *. am" so, ,. . T. INSTALIATICIN ARE ONLY VAUD FOR MAX A.S.O. %.. GLOM PROTECTM am! z - . . PRESSURE RATINGS (p.s.1) AND PANEL LENGTHS AS w .. IF CLOW PROTECTION PRODUCTS, U.C. *F/u/no DESIGN PRESSURE RATINGS (pe.1) AND PANEL 40A /1?/== I lIr 11011411111 . . STATE �;_-S, , mouL mucnw PRODUCTS. ULC. "I" PER ELEVATION ON SHEV tL � . 0 ri;:__� L ILFIECCswc� � 4@n I IRW - WE LENGTHS AS PER ELEVATIORI ON SHErr 1Z ...... 11 11LIECOISIC .= PRWJM. UC. w - 7, - I.. . , a L owes ILA 51 svwn Z FOR NEW WOOD FRAME CONSTRUCTION: WOOD I•. , W�$ J331, 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD N AL -, , TIUUT IF Fw X z ­ qORIOW . * - __ / 11LIECO.. �11 STATE - E�5__&�, _. I , ." sm. a, B"W . . - WIME. PL 3311 - ,.. - "OUNIL DIM ), -175 '1� - .. - , , on N. _. MEMBERS TO BE SOUTHERN PINE No 2, W/ 20-175 ".; 20 -Ia /,-r� - 11"N"' ....., as. - M. &U,l SPECIFIC O'... %~ - " , - alt.r_ , - icwow r, �� ,-.11101, - ..- )M-?U& low. t-A-w 20-175 -Mr.l. POE twmw7bw FOWL (IN)s�my MEMBERS TO BE SOUTHERN PINE No 2, Wof SPECIFIC is, - )O�734C In! IM. - . F ---.. -, - - �011 - ORW� - DENSITY OF 0.55 OR EQUAL ,!,2!.�., - %A9p_ WAPW No, I DENSITY OF 0.55 OR EOUAI_ - - < C.-CM719 - __ --- - - C*-~It gj.1 ow- 1 - I-.! MobolloOk I - CA-0001"'It MN im mm.i - - I 3 ,/I* I - 7 1 _� INCUR & Wiff A'.. PA _n_:,� 39& 00Y.H! Zxw,_--_&,- I -- -in - .,,- so or-M "I I it i I I ot Ke/govalMR/M r 0= IN 0-1 P.E. , . VAM too Of is -1 qmm U. A 44112 1 I - I - I I svm 14 w is I FLAUA 44i I I I ___j "Iff I I I 11 12- . . SHEET NO. SH 1.4 EZI/18, EZ1W/18 014- S - --- -- (SEE SECIRW FIT A ALTERNATIVE E21w ON SHEET IS) - -3, ill-- -3' ME. - V;n j �p� Y Wn, y. I 1'(9)(5EE NOTE 2) S1 i'IN/® ll) (SEE E 2) ' �T {X l' s.ENO �- _.__..__-__.. 1/2' [Si IS -.. 3I76'. AIIrMIN11V \'1 FU4' 4NL" I/2' ( OII O O O O O O J1­ - , O 1i b O •._ I- ' il P, - T (TYP.) ms 1 .-T._T--1'';•-i ., r..-rr--.-T--r-r . _.T_T...t...�._-.- I SEE NOTES i•],I4 �• -7---r_r._T-T-'r OF 1_ _� (ENU PANEL)) (INTERIOR PANEL) INTERIOR PANEL) T (Kn-MOR PANEL) (END PANEL) SFF NOTES 2. 3, 4 1 I I i l l _1 ; a' _0 RN% 1. 7 IS PANEL LENGrIi I / 1/N-Mx'' Titr-4)",I 1 _ _�_L.. _ __�I ..... .. -�.. .L. _. 1._. .[_!1,F_4T43- iu�-L.PP�t)1G1` L Y .. _ L l I ; t (. 1�1 T1f ' MAE i ��.f.,� f.._ s. �.,J:J��q _LLJJJLLJJ_L ,,JJ.1LLJ41?- 'J11LJJ_LLJJJ LJ:?:- J J. .1. ' 3' LIRN L , � SEE NOTE 4 . _ 3' V.P. - ,' I6n. /� ,N//i dl _ ' SFF -, I NaH NOTE 3 `// L7,Ij'' ANC44PS NOTE 7 _ .__._.. __ ---(BE[ SEKpxI E21 a ALTERNATIVE EIIW ON $14V 18).- ' _ .. _10,EZ1/ta, EZ1W/le TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANELf�i SYSTEM (t) /a' w.x. GIP /)"1 I// SECTIO A -A )IAINH,a11"N's, SCAI F. 3/32% t " ��rcP P, III,I/j✓, AIk EN � . 44161 1_R: # -:TY STATE OCR '•, 'sti0"(.. F(080- r2 Of!1S� i_NGINEE1-_11t`JC_: Wk ENGINEERING EXPRESSR PRODUCT EVALUATION REPORT September 15.2020 Application NumfJe( 178691 - R2 EX Project Number 2031543 Product Manulodurer All American Shutters and Glass Manufacturer Address 1540 Donna Road West Palm Beach FL 33409 Product Nam B ecn tlon 249a Galvanized Steel Storm Panels Large Missile Impoll Resistant Scope of Evaluation. This Product Evaluation Report is hemp issued in accordance with the regwrements of the Florida Department of BustneBs and Professional Regulation (Florida Building CCITTI SOVI) Rule Chapter SIGN 3 005, F.AC. for shrowlde acceplance pot Method III) The product noted above has been tested andior evaluated as sumnianzed herein to show compliance with the Florida Building Code Seventh Edafon (2020) and Is, jai the purpose intended, at bast equivalent la that requited by the Cade Re -Evaluation of film Product shall be requited following I7ertineni Flordo Building Code rnOdificalklns or revisions. Substantiating Data: • EVALUATION PRO UCT DO DOCUMENTS D EA drawing 020. 31543 b11tKf '24ga Galvanized Steel Storm Panels tHVHZ d Non-FfVHZ)'. sheets 1.5. ptepated by Engineering Express. signed s veakd by Frank Bennardo. P E Is on integral part of this EvAluallon Report . TEST REPORTS Unilunn static structural performance has been tested in accordance with TAS 202 lost standards pal test report Ill MST-ASGG I1-001 by Blackmailer Testing. Inc Large missile Impact resistance and cyclic loading performance has been tested In accordance with TAS 201 and TAS 203 lest standards par lest report(s) MOT-ASG 17 001 try Slackwaier Testing. Inc • STRUCTURAL ENOINEERINO CALCULATIONS Structural engineering calculations have been propared WnICh evaMale the woduct based on comparative andlot rational analysis 10 quality the tolinwrng design T-rdeno I Maximont Allowable Spans 2 Minivan, Allowable Spam; 3 Miounum Glass Separation 4 Anchor Spaanq 160 SW 12"' AVENUE SuITr 1D6, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396.9999 TEAM OF NG INSER INGE%PRE SF. CDM ENGINEFAINGExPREss,COM A AS'i PANEL© To BE INSTALLED AT EACH OPENING 5HAL , ALWAYS 8F PROVIDED W/ RGAR HANDLE TO FACILRATE INSTALLATKFN If INTENDED 'J RE INSTALLED FROM INSIDE Or STRUCTURE NOTES (1) 111: E-Z WAG STORM PANEL SYSTEM Coo L. G OF PAN L H Cent. TRACKS TOP $ 801TOM. (2). END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR SIUU•L OF PROVIDED AT TOP OF SUCH PANELS, (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION Al4L CONSIST OF 1/4"1 -20.3/4" N.S. W/ 1/28*00/37` WING NUT OR 1/4'Y4f3/4' N,n, THUMBSCREW INTO TAPPED BOTTOM TWX. LOCATION OF FASTENERS MAY BE AT EIEHER OF TWO EXTERIOR FIAT FLANGES Or END PANEL (4) IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (To. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWG PANELS SHALL. BE C(RNEG?iD IQ BOTTOM TRACK USING SPECS ININGATrD ON NOTE 3) ABOVE IN SUCH CASE. CONNECTION OF PANrLS TO W,,ITIDM 1'k MAY OCCUR AT ANY PANEL LOCATION, f INSTNU110NS ONLY VAUD FOR WINO SPEED UP TO 170 m.P.IT FLORIDA BUILDING CODE Non High VolocIty HurIICOnB Z., 611*20 IKWM m 24 GAGE GALVANIZED STEEL STORM PANEL - en I L E� C O ENE L PROTECTION PRODUCTS, LLC, Dr Pot 110A xsiR',+-NPR•serc n W1 OVER, M 11]`IAGO IN. 11 mi- i•v RI-,1. r.�nn m•lur Plcra, LBe,Nr-rs s, rwr lW�►-ear 20+175 weENGINEER1NC; • Page 2 of 2 All 4meritan Shutters and Glass - 24ga (Tall anized Sleet Storm Panels No 33% increase in alh7weble stress has been used In the design of this product Separation from glazing is not required for Installations outside of wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In Wevinusly listed lest Iepodtsl. and is accounted for in the engineering design tit this product Wind Load Resistance This product has been designed to teslst wind loads as Indicated RI the span schodule(s) on The rtepecovo Product Evaluation Document (i a engineering drawing) Installation This product shall be installed in strict compliance with its respective Product Evaluation Document It a Engineering drawnig) along with all components noted therein Product components shall to of the nlatenal specified In that products respective Product Evaluation Doaurneot (i o engmeoung drawing) Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Documenl (I o engineering dravnrg) as noted herein All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule, Host structure conditlons which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis try A registered professional engineer All wnfronFn hi which are permanently ,NSIaged shall be protected against corrosion - contamination and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ) Respl,olblk . I ". '.. ,7- n rM Frank Bennardo, PE ENGINEERING ExPRE85Ae NPFI046544 I Cent ,Auld 9881; 360 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354 0660 1 (866) 396-9999 TEAM to E NGt NEE RINOE%PAess.CON ENGINEEAINGEYPRESS.CON i P'R41aI.wn Cx., ,I [3F "n':N I4RCE�-Y'n1! M f 0 I [, IIu, nl V. n,H au'•• H M.N.I F. illlft xS2__n'fW :ccw.nov Tv. a•,',- v, --•_ .1-M- Cn RfH, . U,U � . r3EAvvF , ., r l µ-of l -21 :1:_IK r__ _o r ­ 1:'�.z`-.14' ,_ . I �, , ,�, A I ­1. 5 ,,-I, ry,J W 8 4% r.-R rot' TL _ - APl g,It D JJ I ! .040. ... T- IF I�. 1. M LL �`L, rl eP^L+•xalo.. n. .x N A' E DW x4 - 4I_ 1 V +Y'.YT.F 1. O - 1VR `,".1 A 7 - 1 J A rN R m- 1 :u m vllll�IZ14,0 e s u 1 . _ D� - .YA . 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I fl rlJ f r .•:1A - ,,iL;.^,n"4 rycMULVmxM .Ma Acu,'. '.'ice ry-111YNAIM.M:1 MA""W, TIN \" I -',.'I INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL INTO PO RED CONCRETE. CONCRETEJ�OCK AND WOOD STRUCTURES 1 ... (xIsILNG POURED 4 - CONCRETE OR •`'`- <� - T/4'$ TAPCON CONCRETE OLD" -. M1GIMOR • 12' O.C. "S. REQUIRED �,. / I: _ 14%i SEE NEAP ItK 1/4"0 TAPCPN T'- _ 14.Y NEX N D ILEA A- , /; 1• .� �j ANCHMI . 13' OC _ 9CIRN • e FROM s 40 WW OF 1 y i� , �'�,} EDGE OF /' T 1' 7.. L._ -__._ ,n.------------- t ---I f , 1_--------- I tl I 11. �a/m"N 1 'U MN, 11 T• • - - 1 I 1/2` G1BE611wK1� '1R1 '., ,/7` If-SEPARAMIN I E D 1' Ian. I 1 . LXISTIND B 10 GLASS I !/f e'r E I At11WNLM POP ExK,I- ATLAS, - I I -L/�f�1�6.'.a�� GUISS...-N ��7•�� GLASS i0 61A95. I ,.u-xR,IA POE' IT I -' a) RK'r 0 I Ci reNEr A _ - * Yeer _...... {..G- - i-- i PANEL LGTIB NLtLNGIN IFAwfl /%_�__E .L I upR k". .. T - -.:-T. R M Y--SEPARnnT10N T%/'r-amx" sol R-SCPARAnUN-tI 1 O E 1/4'05CREw II IO RLA15 1 I - R to GLASS i of •L' II C IOfE u -,_3 4'i-2ON2' gF 'I• 11 I IN 1 1 n i f�f I I* tD I IINN T" ,As Lc _, I .. ..I O .... T 1 ; 1,14Y IAPCON ANCHOR. • 1�' D.c 1/4 4 TRPCON EXISTING POURED 7PLATE '.4' 1YOL10 ANCHOR IN 12* O.0 CONCRETE OR rW.'OIAILLD CONCRETE BLOCK . REOUT ED WALL MOUNTING LL MOUNTING UOON F71 ALTEBNATIY_E__EZlW SCALE 3/8-1- LSCAli. t;/A,", t=--` • MIN. PANEL LENC1Ti 1. INSTALLATION ARE ONLY VAUD FOR MAX, AS.O. DESIGN SHALL BE 2'-6" PRESSURE RATING ♦/- 40.0 p.6.f. AND 8'-0" MAX PANEL LENGTH. 2. FOR NEW WOW FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY Of 0.55 OR EQUAL IT I D2e2o 11LITCD. we 24 GAGE GALVANIZED STEEL STORY PANEL / OEM n - T EI , D 1 I, GLOBAL PROTECTION PRODUCTS, LLC. 9r/T)/f02• 1.R r . EN c rANr .EDn s• Sr slRcrr, �RiFla I.= for,, '" ;.'c . wN,•1 _ 1 O.", N --, 20_ t 75 rA.•==., rPAN . N" •µTER M:nA PL FLWW La F r.t61 PI• - wrR tN a q ALL AM ERICAN SHU fTERS AND GLASS MAXIMUM ALLOWABLE }-' I'.". ]Ina. ILY DESIGN PRESSURES: '' YeeY "`I" A 24ga GALVANIZED STEEL STORM PANELS (HVHZ &NON HVHZ), :::'li -Orr . -_-_ - - - AS NOTED IN DESIGN DESIGN NOTES: I SCHEDULES a T rY WIDTH UNLIMrrTD POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED n W 6. (PERP TO PANEL SPAM) FOR USE WITH THIS SYSTEM SHALL DE DETERMINED PER EF SEPARATE ENG INE4=RENG IN ACCORDANCE WITH THE GO ERN�NG'DO . PRF.3SURE REOUIREMENS A6 V1 MF' MOUNT (COHN TYP. DET RM NED 1N ACCDROAI/CE YflliH I"": 2 AND CHAPI ER a .. _ H TYPE AS REQO) SECTIONS 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN YI u I OR E�ppUAL TO THE POSITIVE OR NEGATIVE DESIGN �> OPTIONAL A'-20 STITCH DPESSUR.L• CAPACITr VALUES LISTED HEREIN FOR ANY I'Aa ugBOLTS WLTh WASHERED AWM84 V AS SHOWNc OVER UTSFASTENED0 n` d �� A wAITIF svDaS1PANA)ebe GENERAL NOTES: �� i; 3 � ]. THIS SPECIFICATION NA4 BEEN DESIGNED AND SMALL BE FABRICATED IN DI W " '•I D ACCORDANCE WITH THE R V1REp16NT6 OFTHE FLORIDA BUILDING CODE OW T EEpp tttNNN���117��rJJJ M SEVEN H EDITION 202- FCJR USE INSIDE AND OUTSIDE OF THEM X. PW FLAN VIEW (( ) E VH .+ O y1 TAS. 202 AND 203 TESP PROTOCOLS. CONTRACTOR SHALL INVESTIGATE AND CONFOII M TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY �q Uf APPLY. DESIGN CRIIERU BEYOND AS STATED HEILIn MAY REQVIII[ (n f lE ADDITIONAL SITE.SPECIFIC SEALED ENGINEERING I, RO.YSE" 2. NO 33-1/3%INCREA&E•INALLDIVA9LE CTRESS SAS BEEN USI,UIN IME ,N � - - DE61rT O F THIS SYSTEM. 41 ). THE ARCM7TlCT/CNCANEER OF RECORD FOR THE PROJECT SUPlRSrWUCrURE WITH WHICH THIS DESIGN IS USED $HALL BE RESPONSIBLE - FOR THE INTEGRITY OFALL SUPPORTING SURFACES TO THIS DESIGN WHICH C1 / SHALL BE COORDINATED BY THE PEAMMING LONTF CTOIU -L_ 19 / 1 gg 4. SEPARATE'SM.SPWIFIC'BEALEO CNdultERMG SHALL BE R EEQQUMED III I F1 ORDC4To DEVIATE PROM LO/1pg, DIM.KTS01�6, 0R SPANS C[FpNIIN, � t' (CCNI M14 CXINT i OREIH.CONTACTTHISENGINEER;eC ALTERNATESPAT)r,ALCULAT70RS AS • (CCWN TYPE AS \ f MAY Bt REOUIRIp '"' E' RFO'D) , 9 THE 4 TeM DETAILED MEREN U" GENER[C AND pD6 NOT PIT g VI ,395" 44FORMATION SOM A SMOFIC 6ITL FOR SITE achoriONS DIFFERENT PROM W O ,rppPEl " i p,}75° TILE CO NDITIONS DETA3LEO MERELN, AL ICENSEDENGINIEKORRECASTEFUM a ' �u E1� MAV eE AT „/ APCNtTLIC1SHALLPk6PANt%ITE 5PECIFIC OOCUMF NTS FOR USE try IIII pf &BOTTOM` CO LIUNLTION Wait IMIS rJOCUMENT �'.T � T TYPICAL vERiICAL MOUNT ELEVATION 6. OESIGDIVIDE BYA1. SAFETY FACTO BASEDONMXIMUMTESEU =.mid ,r I. ALL DIVIDED BY A ],5 SAFETY FACTOR. Lit w y a� 7. ALLLL FAS{{EH CR510 S Y-'r OR GRCAIER5 AC GNADE 5 URw`e ORD l3 N i _ ELEVATION OTMER1Yi8E. PASTE4ER6 MATERIAL CAD MIUM-PC-PLY II OTHERWISE 1 'a kUTONUMSIRUMSATERJALANDSNAll C:OM►LYIyY2ITH "SPICIFFCATIONS Z -' '�, FOR ALVMINUM STAUCTIIRCS'F4ERIOH l.1 aY THEAWMfNVM g860CIATtON, 4i In •' h TOP MOUNT INC„ B ANY APPLICABLE FEDERAL. STATE, AND/OR LOCAL CODES. y All STORM PANELS SMALLS! M 1 STEELIM ditil S4° 8 L_ 1]C cc A_' ILLa STORM PANE T CONFORM H ASTM 4O]] y-IF1I W, LY.ITY Qo1 (SPAN CTIONABOVE 10. LBALUMIN M EA COATING WITH A E 140- M F ALUMINUM M O W L f--- ]0. ALLC`TSDrnlMEAmU510MS SHALL BE 406}T6 AW MINUM ALLOY. 1 -OBSTRUCTION) UNLESS NOTFO OTH FP V/15E. � I1 TtI B BOTTOM OCTA2 Lfi S MAY MAT BE ED VERTICALLY HANGED AS FI[LD CDND 50 AT P NAY MWNTEO Vf.ATTCALLV OR BOTTOM IT10N [Ci L PANELS 6E J HO II ALLY AS APPLICABLE. J ,�P{{ 11UNT 12.R CONCRETE ANCHORS EMOTED MEpETN SHALL BE AM 8®DEO TO Q J (CONN TY NON -CRAG RED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER AS RAQ•O) MAN UFACTUkERS RECOMMENDATIONyy. { F�F 'C`�7' 13. THE CONTRACTOR IS KIMPONSIRLE TO LnevLATr Oa PROTECT ALL +,r, 5q 6 n fT � Nd) MEMBER:" FROM DLSSIMILAR MATERIALS TO PREVENT ,et'TROLYSiS� B 1 e a t 13 -OBSTRUCTION 14. ENGINEERSEAL AFFIXED HERE TO VALIDATES 5TRUCTURAL DESIGTI AS Fy ;i - O (LOCATION MAY VARY1 SHOWN ONLY. USE OF THIS SPECIFICATION Br CONTRACTOR, et. 14 q �11 INDEMNITIES A SAVE5 HARMLESS THIS ENGINEER FOP AIL -COST A DAMAGES G C INCLUDING LEGAL FEE& 6 APPELLATE FEES RESULTING FROM MATERIAL r.FG�TJD) FABRICATION, SYSTEM ERECTION, ACONSTRUCTION PRACTICES BEYOND THAT1Z WHICH I5 CALL® FOR BY LOCAL• STATE, A FEDERAL CODES a FROM 1 N d t 195�, beviNi'IONS OF TIOS PLANF tE t!. EXCIPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL jILCEPTIFICATIpNS OA AMINUMATIONS ARE nI TEI DEC. 3 , SB. ALTIRATIONS. ADDITIONS OR O eR MARIIRGY TO THIS OOEU. B 1 IN ARE NOT PERMITTEo.11. ttWALIDATE THIS I:ERT1FiCATION it YE, m Lm0% 11, PAINEL11"ILBEPERMANM/TLY LABELED'WIITIAMINDWMOF(1)LABEL D F G E aOTrOM MOUNT (OONIy PER!VERY 3.0 FEET, CONTAININGTME MLLOYYINGIN FORMATION'. II S ue TYPE AS REQ'D) OBSTRUCTION) BELOW ALL WEST PARLIM BEACH, AFL 0.6 Ar10 GLASS 1, F E * r CP SpI OPTIONAL '-ZD STRCM CAS 20J. TAS 202 3 TA9 203 NN N C ,Z PANELS MAY BE NOTCHED AS RECUIRED, j0, FIOptOx PgOWxi APPROVAL NUH6¢a cOrHCA1-II.v H PROV/BED THAT 1•ANNI CTILTNS AMC) BOLTS WITH WASHERED \ _ ./ ANCHORS ARE USED WHICH SATISFY WINGNLITS FASTENED 6 20-31543 SPANS ABOVE ► BELOW COSTRl1CTION. OVERLAPS 0 MIDSPAN (USE PaALP APPROPRIATE SPAN TABLE) VISIT ECALC.ICV816E3 ■ $0 a FA9511.11Pn , VERTICAL MOUNT ELEVATION ", a^x'2f c`AT`3 ---____ -1-,:14 .AAKM F_--, 1-I. {J 2 NOTCHED PANELS ""�''"... r R W.T ■ 1 N i :, ELEVATION xl%IAWngIML IMFOIEgB,IFLIEco - ALLOWABLE PANEL SPAN &GLAS S SEPARATION SCHEDULE: . -GAUGE PANELS I 1 .' Mt N M 1M sir MJP AN el )EPAMTWNFIIOM •UN5 (HVHZ, WIND LONE 46 ESUNnAI FAOINEFS) MAXIMUM . __ ._ -._.. ._.. DESIGN ALLOWABLE 1 SI AAiIONS 1 lALLA AFATFJI PRFSSUMSPaNI1RMA ITHAN3lYABOG4DE fMANH'ADOVCOMiM [Pill -50 % 190DM 1DBA1 - - 23aM 1!O D f6 M + d0 /_ _E90DLn 6DSN ..-...- 2.16N,_ "i, 190.DM 4D6b 1.16in .,ST / I300M 806 N 2.361n /SS i IOe6M _ -_- sm AE - 2.351n V460 i� Bl-2n 609M 255M :fYAIV bh.fltUULt NL) L tb: i. ENTER AN SCHEDULES WITH NEGATIVE DESIGN LOAD B ►AMR FASTENER SPACINGTO DETERMINE 14AXIMUM ALLOWABLE STORM PAN EL SPAN SCFTEOUIE IS ACCEPTABLE FOR VSE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 1 'PANEL FASTENERS" ARE STUDS USED IN WITH Sit. MOUNTING TA S CONJUNCTION U lEXTRUSIONS 0 C. A PANEL STUDDED ANGLE, , TAB USE 6 25' D.C. PANEL fASTENEA SPACING TABLE VALUES FOR ALL, 'H"- AND'U"•HEADEP511NCWDING BUILD OUT CONDITIONS ) MEAN INl R AT W D !. U E POL ION BETWEEN LOADS 1 ACCEPTABLE• OTHERWISE USE NEXT HIGHER LOAD. iENTER SPAN SCHEDULE WITH POSITIVE NLOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE 2SCHEDULE i5 RQRED TOP USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD 3 FOR INSTALLATIONS OUTSIDE OF THE HVMZ AND OUTSIDE OF ESSENTIAL FACILTIIES IN ASTM WIND ZONES 1 THROUGH J. THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING 15 R9QUIRED. MINIMUM ALLOWABLE SPAN SCHEDULE P -- TOP MOUNT III";�'I k } "' �I " g " 5 �, L "' ; 4 I a il I I, _Y4' e„aPMI'u'n9r4.r a a Zrz3• zit•• z r 2r o' 2 zr 7e'• 2 5 A S V Haber 0" P 2. 1' 2r 2 f O I r 2T' '26' 7 :15A I 23' In 31" It' S0' 3(P 11• 23, o '• T EUM_ 4 rock i r 2 4 34' 4p SD 29" 4S 14" 40' 3Q' i 9 tIVA 1 aS 31' _ 2P 3P -I II' _ 2 27' �' 31 II" 31• !Y 72' 2r _ $ 11 K Dl,ra Motlln W 2 r b W AS 6V 21Y 41r 2 If' W' 37' , [ ? 7 a' r 7r 2' P 7f 7T M' 2 'r Tr 2r 2r 4" sC_ff IC I"' W 3C' 29' li" 9P 71^ 2 it, It, n 35F &T" 66' 1 31-157 I .-W MY ' SPANS SM]gY Hint mr MI."UM .Ll 1. At vNt M',iL -MY':DMe1NA11ON DF M.I.M I.1 I. Fr ,TIIM/e AN TOP W RDt1ON. -"..'MIL EMT nI W RASE r• w IN I.N2 MitlYR Alit I., In -0:1MA11lt I NO MMNA•7°NAFIM,:LA3S 1-'ON'IV10 Wx11„ PANEL ..4 1.11-t•Tf. MAN 1M.1 Kit L - 0.l$menw HoUNnNG D3MNNLnO. A•Ovt 1 MOl GDS,IA 1116 r AL IE-1 MQUMT IN I -a •AOV1 W,rNT HDE O ..-ILO, K, DOA L W G (_9 NG 111m0 . WR r, C-1 11 6, 4TW sin.- w") -n 6L•Bf H,. I R ,Y} DET.11 " S . h.:,M lid WnWVT 57na• BDITs AIM I INN[:^.. A •D1n wRN ANSI 1 •4• AI 'p EATaft O "5 o . ff ETEMENS I I 15' DA..1!' O c f. 'NNN 6 MAx SRAM )1. M,M,•W U"MR OIR fit a, NNE 9•RONM OA Bl1ROr. CIIWURH •IW Z a g' 1 [].IriIK. i•rA {MTYI 'F: 1. ,MMG AMY MDIWIIAG COl10mtw {t1nVM IN rNM1 t'A•VAM✓- IN "� 0 R011- .Ow ' Ir nI - A 02vM .-- . 7 L OPTIONALINTERIOR FASTENING DETAIL N.T.S. w Rea 197 �:;j D x Nit L^34 i 91� z_ " 1 uKTFANti INS"W 6 7 g it -Port- i Or 40 - W ApA•fiN T 1 r I•KrU 1KNtW r nwU ' a,. Mho R w PM,yrrA W.5ME•AD WMNu• J Q ,N IItl1Pl .Yl E�i1 &, 9 ij. K'•19K1'MA0041 KNEW Q p R3 SI W ED wild YTr1 'a.. Ix r BO-1-1 .•I, ( ONHlC,S 9 R ' bu .tN �� L l i f I �I e. n1.swN ro Au,Ace4• rAMI• g B .' III I< (( 11 I 7 •O,T11"If.4 • toM,1PE 4 p , I T MI'p 01 Roar. -1t��1{(�E, ri k e tltl', uwA 1].4 AS tt 11 aLh'IgR axw..ln_ .I coati'.( a-wT>rn w IE. twa._F 1A.Uf�GIVVEEw hwke- 20-31543 WIJDp M.MIW. --axial aEY',• VYR: IO rIDI.CfM rDNrs] -11 TIMRII At OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING �J 1.f r ilspu l r aw550M. 2,25tl" r0094" r-a 990` 2 250" _. q04- 0.750" 1p1 x i a 0.694" .125' 8•.b�11, i - h+2•T ul. r-0.625- o N 0. L2s' o 18 GA $ 52 Bg R U .n T- fS1.L2V' N IYP, in TYP 2S . y -0 3 0.094' rn .094" „ _ tIn o B t; 1990" 1.930x ^i10, p.p62" 2_, I U> d¢ ° 062" �L r---TS In1,3-I .DID" _ ,i ^ Lai 02"" .z� -I l,arol I- -1 ZDOO' I_ TYP 2.DP0" I- ;Ul x I!Q �.121• 1.180" ViL� ,r"u" MEW &6NIAn-ouTy. HEADER {�� I&LE CLOg.L�NE -S{9LL Id i - SJ 1s-W I 1 3.380" MA% - 11 0.313" 0. 1 oD ^ III Y z 1.5L 1,550"- _"1.560" sic II• 0,365" •I]P5• 0')76' �r04g �1 p X 12.500"PANEL(AVERAGE }}�,-I O.L79•ill "''b55' O,leO"1�II��•I, IrD.6�5" nI .zIFI IRk, 0.09201 L007• .4IA 50. Nii,�cig 14,875" PANEL LENRTi � TTTf m U � a ETT_.i-�' Lc0 E0.515"1'15p' 17A5D" A e,: - tr � C, R" J e'er 1111] 11 j U,' 1 =�Y� II�Aiecnrnl •ySpp• +L 0.090" T- D.09a' 1vt I T� 1Ls O,Oes` O'710• .305" �I.- f O OC•rd"J . I U.211 R0 135 fit TYP • 2. TYP-0.700" C/l C.)A&D-OUT=1RAOX (";� am B.. 10UP- 0,090'� - MY) 0,957" 7'- 1 1 . e. Ur 0376' I� an� 55" ", �z $ ;-X 11Y 'fTT-rY.9 lFG t1 a of 0' IDIACL11N LLLL_Lr1n TI-3.000" O.12S�"� RwetsED�jGA.. L .aP .v:ill (L Ldry9LF".=1NBDB,ft0i1EBR01 - x33 ,n�II.A: vau w-:R.I I Y �•<fa/�� //�� u:s.lrl LO k] r•r: ly lrlau T Qi��NFIAP // \ / \ G�!nX C I. �:] .A cpVrERCLu911" DET/3L I- \\-/ \ �.25" MAX. - 9 t lJ D.167 J .: er:Lrm::nmAen '•p .2S" MAY. 8 ; MAX% _ .x,s'X - O ,: �C?'Mr.•R: :-1V -Midi' RT1',-_,; 7', ND I.T, NG4 W BU LD- IV", ,HxI..I. ,i, xr ANC NY �:I .!.I'* - I. Iwii+ OUT 3 , ". . rorr x � ,r a Y •4 I 1•l m m1Nr 1 DISTANCE a, ". r-,11 Q I. 11, �, L _f:..,,, K ITIT r 1.000" Q ,.I -I l.r.r 11.. r,',aN1".:i„A: r,;yrh+•:1 ,v u_rc'"Lt•-ISI,,_. 4cIL,l IL, EMBER T I+ R-;;rR I.1 crlrnii.ral�nlrw1.tr�11.iy it aim�'Y I: , LpQ.D'y�11� 1.000" r ,,:l SAII-;•. E � 5.11 4 OVERLAP F";:u�1I,+mIw. 3.F2D" 'I'Ir`=•LIE as r I A mac ¢e�'A M.AR.1 �-:25"MAX m $ �666 N1111H11II NIMINI r:IfL1T1Nr III 1AlI 1.5�" Eif, i5 .:A_r ,1'i.r•N T6 N' Ni3 - n.CTr_. .< W : t 4V a-..A�tte MIN _d-- aI I If pn-RAOU.`'A. 1�n 4'MA%. M7N aT I:- I.0 la: ,5 11pp A ' O:A]• I` - IA f.'<FT.n,^yA4YJ-• C IT• L.'MIN e•OORNFACLOSIA]E_LIEzNt !•AF;.V�N _•'Y,. Ma•I•AAAV' 'x-.111,1: ..1 X U MIMED ::,E-71 ,wmrta'MJi:r Nw:IM', _ 6�f (F• rn• •i� n TRAPMWfn f} tftI.OETAIL ,f't^RE:r.IF '�• cy NTAOB.B yiYlf 01RNOIIrrPNA a- "" 20-31543 ANCHOR SPACING SCHEDULE: 24 GAU' - I - 2 5•' EDGE DISTANCE _ -1. i� • MAN Dei[•N mcmeR rao•B•r TY►t r T -_ SPMI UP 06'�0' -rA U,M '. 'ol•ANV 1010'-1r CONY TTPE C C2 C3 A 7 c CON"Type C1 4 C2 C] C wile met C C2 C'3 CI P 4 pII1Lr a- 1 ill D[NALT UlTMCO 1 •. IM.Y.a _:.�:' 1. 125 160 141r 325 150 lag 68 125 160 E.IW3 51 LZ 5 I6.0' go 0" 1 1 2 16 0 B T 5.5 - 12.5 Ifi p- &]' 5.5' 13,5 ;6,; 16 a']O 1' &B 12.B 16a' B.l }.." 125 I60 9] 64' 11 -12 r le a' A7' r 1 1 ".A e.l ! A" 12 ] 16 D' &1' ! " .+' 12. T' 36.0' iE1` !. 12.5' ]b a B. l' S.A" 12.5' 16.0' &I' S./" .J.' Mi / 1 ]] 11.5' I6-IY'i61Y 1 a' 6 3.5 1 0 15.0' L2 V' 12.5' 160 131 LOT" D[wAlT ULi1NCOX ML Inv zit ._ac1 .• liS 1 6 '• 6 339' 125 3 0 1 11 I 2.5 t' 160 0 9.6 12.]' IN D'1•. ]19' ,LZ 31, Ia0 ".V.,9.S 123 ISa"LLIII" 9]" T [IL.-� 52 11�5 1 0"1]N"ILO 12.! 1Ra'11.9 99.,f25' 160'14.D D!' li S 16 0" t 1 9 9.5" ]AS ]b.0" 11.P 9.5 l2 5' 6 0" 0' 1 ll B 5" H 12 p rv.,/ 1e All ro1frT550 LID iET IF., . V: ..a.'., 43 ll.r' 1&O. too 1b,a 111 m.O"1 3r 1 ]{ 12]' 160"14 D'11.9" 12 T 18.a' 160' Isle, t21 16,0" t .6' l 6' 127' leg 1`2.1" i ,7" 12.5 'do" ME' 13.3" 12S" Ifi B" 325" fit",5z 5" 160 Ti s•10.6" /8 ! * 1 12. r 1 Q.14 A' 60 12. IT 1zs 14.d" D. ' u' 1 6 iz S' 16 . 1. o 2 s' is B° 2.5 ' 1 r LULL" 12 5 0' ! TIED, I . '• 10. " 11 la•' • 11 ! 1 l.r' I Na laS ]6, O' la 3' 11L, 1B " 0' 1., 2' 11 16 0" If D 124' ,", " 4Y 12.r' 10.a' 1d0" 16,a 12�5' m.0" 1& / I3.T 16.0' 114" 11.3" •a 2.'Y' ID O. 1a0" 1.. 1" 12 5" 15 a" ! 1&" l Y' X 52 12.r' I6.0" 16.0•' 13,0" 12.5" 16A0 15.3" 11 2" 2.6" MO[ DEBTANC6 1/1F I I'IN1' CKDCD 11 6 25 • I0,3" 8.15•' 7.1- 5.25` 6.{•' Y1Y, I NM IIN 41 a it a 3" 40 6 Its 7.1• 11N.6 72 ".1 q. , I. y.• ,Dee 23 1 : urwwl III ITUPLIM 41 L2s" i3./" 2!" -r' -&•13` !.4" 40 6.2S' F- I. A35" 97" -Bit- I 4,T' x 62 III 6.25' 1 O.r. 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' 60. 1 0 i 10.1 12 S' 15.0' ll.l :.0' I3 S 0 0 16 1 B 6.7' US' 16.a' 14.1• &1' 12 S" If,O 97 S6' 12T 160 97 SAI.- /2 T' 11.5 12 5 L z 12 5 III. l2 5' 180'1L0' 16.0' lI.]" 15 a 9.6' 1' 0' 16 ' o 15.0" 13.3" 7.0" 12.5 O•' 12!' .4' 5' I ace S 11 5' 16.0' mU' L6 0' 160' 16.0' 96 5.6" •e' !6• 9 6 !,6• ll. " s 9.1" 12,5 ]2!" ]2 S' 1 2.4" ]2.5'E` LID 96 56" 78-0" e,e" fe' f 6.0" IA6" S,4" 36.0" 10.2' 7bA S1�1 S 2 5' 16 tl 9,L" 12,5' I6.0" 9.1' L2.5' 11. T' 16.0" 1Q 5' 1..0" R 1' 12.5' 12 S' 160 la a' 9.1" 9 1' ]S. S' 11 T' t6.0' 9,1' 11 Ills nit • I- 71V'. yr EM 33 .1I 11 "In N'MAMti 41 sYOOD Nitric 48 * 10,0 $1 IMTBRA J2 2.r' 16.a' BE- .2' T•1 s till s.3• f2. S' 13." .3" ..5" 12.r 18a• TO" 39' S1.T• 12.E •0' .1' 0.23' 11.1" Ia' 4 ' I1T 15.4" $9' S0` $125, ILL .7" 1('' IS 25' 12.3' 4.7' /,0•' 11 s ]I 2" 5.3' 4.1' G2S' 12 ,I' ♦ ]' x D" 611 121" . T .". 6 23" 11 3" 4 r' 4.0" 17 S' 11 I' • B 1]' 12.3' 4 1 • 0' ANCHOR NOTES: I MNC}40R SCHEDULE APPLIES 7 ALL PRODUCTS PI HEREIN, BUT ONLY PROVIDES ! G C B LERTI EDB MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURE INDICATED IN SPAN SCHFCULF SHALL APPLY, 2 ENTl0. ANCHOR SCNEOULE MSEDON PANEL FASTENER SPACING, THE EXIST71W3 STRUCTURE MATERIAL, A ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHIJReR AND SELECT SPAN GREATER E T AL TO SHUTTER SPAN.SELECI THAN OR EQUAL UTTE CONNECTION t^YPE BASED ON APPROPRIATE MOUNTING LUNDnIr1N (SEE MOUNTING 0ET41L5 ON SPIFFY 2I-0R mENnnCA NEON aF aONVECT LON TVPE . 1 3. "PANEL PASTENER6' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS "r-TRACK, STUDDED ANGLE ET 6. PAN F R PACING TABLE VALUES F R ( C USE IS" b G EL ASTYNC 5 V O ALL YI' -AND 'V'-HEADERS (INCLUDING BUILDOUT CONDITIONS) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECDMMENDAT70NS, 5, HOLLOW DLOGN HOST 5TRUCTURE SHALL CONFORM TO ASTM C90 aLOCK, 6 MINIMUM EMBEDMENT SHALL B AS NOT IN ANCHORSCHEDULE. E NCHO U 7 MINIMUM EMBEDME•IT AN EDGE TA FOAM BRICK,AND D DISTANCE /4' MAX STUCCO, OTHER WALL FIN HES lL FINISHES T T ." A F T 6 _ WA 5NM.L BE UMI F.O O Ij MA% OP SH LLB! VLRI 160 BY HERS 10 ADEQUATELY TP ANSF9L LOADS TO MOST STRUCTURE 9, CONCRETE AN -HORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRACITD CONCRETE ONLY 9. WHERE EVISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE N G NOT PLYWOOD. 1 Y FOR SIDE WOOD FRAMING MEMBERS, R OOD FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR 5inE CLOSUP.E PIECES. 10 WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" (MIN.) WOOD STUD (%" EWE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING]. WOOD STUD SHALL BE "SOUTHERN PINE' G-O.SS OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD, 1 E ABLE ANCHORS ARE- WALT P ELMATE A •POW BRA BU5H 1 R CHI DE NI G 75 THREADS A 55 LNG L2. MACHINE SCREWS SHALL NAVE 1/2" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE BITHEP A PAN HEAP, TRUSS HERO Oft WAFER HEAD (SIDEWALK BOLT) U NO 13. MMIMUH EMBEDMENT AND EDGE DISTANCE EXCLUDEi6 SI UCCO OR OTHER WALL FINISHES III � DESIGNATES ANCHOR CONDITIONS WHICH ARS NOT ACCEPTABLE USE., LS '* DIRECT MOUNT]NG CONDITIONS L6 LINEAR 1NTERPC ATION IS N'DT PERMIirED Fm USE WMI THE ANOTIOR SOIEDULES USTEO ON THIS SHEET Li D-+ N Lit M W --A U QD Q C__ O (1) = CD_ M -0 >� a- � D � Cl) t- N � U M � (n C O L_O Q c__ O ^0, W 79•t� CIO V O O AN, LL_ .= M O n, 0_ (.0 s- 4 m � ^ F- _6 • C cn Q 0! 4 Z Z W J f'1^7 it ,fl C%4 O nl CIJ � W P.r •= C_ Ly L-, = co >< ,.L- ;1:E CA- C C14 N QN 3 O .T W :Be y .LD E W = = W O � V - •-4 40 ED = .d W .O '5 m =- ? = H 2 T "a. - � E 00 " CS d 1J L U) }, L. d) Q) C_ 1-0 rn V J ,A�'�` V 0 L U) CL CL -0 0 C- M 0 OLE \dIJ ■ V i L. B..B.d W c C Q z z < I 0- SHEET NO. SH 1.5.