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HomeMy WebLinkAbout6810 Back Forty LpN I N-R ,r 111+ I I'l+ll. .I 7 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 FR DR French Door REF or Ref. Refrigerator ALT orALT. Alternate FRT Front REINF Reinforcing Be Base Cabinet FT or Ft. Foot/ Feet READ 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, RIS, 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 SO or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circe HGT or Hgt. Height SL 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 Clg. 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 Dbl. 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 WOW 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 LINO 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 OVP 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 FED or Ped. Pedestal WC or W/C 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 We or W. Le. 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 Proofing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WAIF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/ 12 1.0 06/25/12 2.0 08/11 /15 3.0 03/06/ 18 4.0 06/01 / 18 4.1 06/07/18 4.2 12/19/20 5.0 14 NEW BASE PLAN GRADE BEAM FOUNDATION 2015 NEW CODE UPDATE MODEL 11 REVISED DINING WINDOW TO 35—SH FBC 2020 CODE UPDATE ---------------r----------- — — — — I ED 1:1 M 0 M El El r7711i E:1E:1E]E:]E:1E:]E1L-1 -]C 1 E:]EE:I! LENN/XR� 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 I 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. 4" -- — g o a t` r• � L C A A r, N C CM 3 a7 E m C* « Q 3 3 L 1O m m a � u m m as N G.'42 " f�J.l' = E �0 0 N N a — N V � , . � • ' I V irk fOfA��9� uU Lul '3 8 S l %flRliltEllecl9t!!��\� 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. 40 W a p E o N8 0 z `7 R.rnrZ�3' 0 �m ( dIi M C LL LL W J r+-13 Z—vrn J IL. ' a T 4 MCI W W z L Z . CZ� 0 l Z N OU Z W N ❑ CD 9? Z NN, 8M Z m tD a Z v AN G c� o LL w a U O w s to c N ® UJ J � E t otl U QCID • s�o o Z w Y V> J Z � Z f ce E wo ,� Q � _ \ E 0 co E ro ro LL H Z oa 00 EE �Z v a? ~ w= dZ �w Ud cn c J < �& 3 �" ZZ Za p jWw 8 m .0 N ~" o M w , 3 0o n 01 oLO = >L6 0 N CO ^ N o LO N Q ' m N ~ 4-J 0 4-1 O ILL � �c M N C) N LO C) 04 T_ ai M N 00 iD o z Z E y �7 c c d U J Q t7 J JOB NO: 23-00508 SCALE : AS NOTED SHEET NO. C S 9M 'V,, on a 7+ c c r; 7 77 FRo. I Im. n1ill -1 Log a 0. BATH BATHROOM VARIES, 2" LESS THAN CABINETS BELOW MIRROR SHWR. SHWR. / CURTAIN HEAD / ROD 0- 24"TOWEL BAR c a TEMP OBSC 0 oc oc O. BATH 1 � 1 KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS Hc< ON WALL ABOVE TOILET TOWEL BAR TOWEL BAR TUB OR SHH -8� b ON BATHROOM WALL (i'$®6- SHWR. MEDICINE I VALVES®� CABINET TOILET 4 PAPER D SOAP DISH I HOLDER 4 4 o oQ Q O > (V Q h O ' an iv TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS DOUBLE RODS SINGLE ROD CLOSETS/LAUNDRY VARIES PER FLR. PLAN TYPICAL HEADER HGT. i a 1� ci NEI KITCHEN 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT =a BRACKET O 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE o CABINETS. Bo LL L a iO O 2x S' 89 FRAMINC M 1/2" GYP BOARD - FIN. FUR. ^. _ SHELVING 'M NI04 ISLAND COUNTER CABINET BLOCKING o0 25'-0" 1'-4"X1'4" "L" SHAPE CMU COLUMN T-4" ■ ■---------- ■ ■ ■1 LANAI I■ 8'-8" FLAT CLG. A.F.F. 1 6-0" 10'-4" 9'-8" OP AC PAD TYP. @ J I 2-STORY S6 i E 35 SH 1 6068 SGD O 1 HB I, ALT � I I I 1 AC PAD I I ' Il 11 L =_ =J J S6 TYP. @ 2-STORY 12"x12" CMU w/ (4) #5 VERTICAL U) In N ■ ■ DINING 8'-8" FLAT CLG. CARPET GREAT RM 8'-8" FLAT CLG. CARPET 1/2 WALL OR RAILING PER SPECS FLOOR G.T. 1 I I UPI OPEN TO ABV• _ 1 _ I 4 (3) 2x4 #2 SPF STUDS W/ USP HTT16 @BASE . - 7' oa, -FOYER 8'-8" FLAT-CLG.- TILE - ■ ■ ■ -BRKEST. 8'-8" FLAT CLG. TILE iv t 2068 2 N BF 6 I IF ?�, I o0 1 I p I 6,-6" a _0 ih N I IIL__J = II 11" L I a W Z 1 O ■ 0 0 I I O ZCO) I I U) T KIT: 5I I I R 8'-8" FLAT CL 3. I - TILE z LL I W (Y 'V to (3) 2x4 #2 SPF I I I PLUMBING LINE STUDS W/ (3) I l o x SECOND 16d NAILS AT FTO LOOR - o ■ I I II I I I I 1 I 1 I I I I 1. 12068 I ijc, = O 1 I I I 1 I• I BF 1 # , A rod V V T I I II I I I I I I I �`� 8'-8" FLAT CLG_- ■ I I III 171 =I 0� 111 1WI 151161 TILE FLOOR G.T. cP6� SHEAR WALL DGE OF SLAB 2" BEYOND WALL W.H. D T-3" 4'-5" 6'_4" S3 Q BUILDER TO PROVIDE S4 APPLIANCE PROTECTION C S3 H1 WHEN REQUIRED PER FBC W/ USP LSTA 8 STRAPS (CENTERED) EACH SIDE j j OD 00 OF WALL TO FLOOR I I ro o J TRUSS ABOVE @ 16" O.C. S6 I W LL Z m - GARAGE TYP. @ I I W 2-STORY 8'-8" FLAT CLG. A.F.F. U > cc J N ENTRY 8'-8" FLAT CLG O Q W AFF - Z ': LL I--------------------- A ----------- S3 I I I I TYP. @ I I - - - - - - - - 1 FLOOR G.T. I ■ SINGLE - - - - - - - - I - - - - - - STORY 1 8"x16" CMU COLUMN I W/ 6"xl2" ABOVE I INTERGRATED INTO K HB -21 WALL W/ (2) #5 S4 I VERTICAL GARAGEEI o 171) --------- - - - - - - - - - - - - - - - - - - - - ■ ■ - - - - - - - - - - - - - - - - - - - - - 16 70 OVERHEAD DOOR O 25' N OPENING PRESSURES ENCLOSED - EXPOSURE "C" CA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 \1 +26.6 / -33.5 GO SEE SIN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 181 X 251 S.H. 13 20 X 38 3 18 21 X 37 S.H. 14 20 X 501 181 X 50 S.H. 15 20X63 18 X62 S.H. 16 20X72 18'X71 1 S.H. 11-12 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X38J 26x373 S.H. 1 H4 271 X 501 26 x 50 S.H. 1H5 27X63 26X621/2 S.H. 1H6 271X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 2' X 37 3/4 S.H. 24 37 J X 50 J 36 1 X 50 S.H. 25 37 J X 63 36 1 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 J WIDE S.H. 32 54 X 26 52'X 25 S.H. 33 54 X 38 J 521 X 37 4 S.H. 34 54 X 50 52 1 X 50 S.H. 35 54 X 63 52' X 62' S.H. 36 54 X 72 52 4 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 CH88 (2) -1 3/4" X 71/4" 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 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. @ 8'-8" 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) FIRST FLOOR PLAN -A SCALE: YV=V-0" IC-5 W Z = o e� o C IC w N >< c LA_ a y 10 O r VJ fl N t 41 N O Q r N Y � 3 � = 2 u N C� c E � o el - ' r - to f�er:,OffBSt014 t. a Toth best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F o E V1 � O d �oo(0 0) LL M VO y Q LL U L LL W J o- Z -vim a x rJ CD Z M Z F- N Z OU W pp z N � v - 7 a N Ln z s � o +-1 N w m Vz - 3 O w $ (Ac N .. YZ0N - CB w ® F- �$ L S y U O - In Q X • -C o MM J z w JLLE QiZ zo¢oLL0 o>zo�W N®K a pE UMEa 00 E �zz O ¢Zco ? C 1.a O C,ZF- Mo oz m � Nm <b <w �Z g 3 w o WC/5 O HRz K m ¢ O N 4- =3 o Jz w2 �0 �o ch �r zl< a � o 3 c0 0 = E >U) 0 rn M m C� � N CO NCD CL L0 Q Cr S U) o m N O �..� a..+ O ILL M L) M o LO r C)N Q T_ N r E CsJ 0 m z 3 O N �- E y m C C (LU E N J Q C) I J JOB NO: 23-00508 SCALE : AS NOTED SHEET NO. 1.1 r -.� � I L e. ll I. 1. _ 1 _ .- _ 1 - 1 , - , .•� •. \RI' AIS 1 •I •'12 !1 Ell .1' T • •• 1'PI °e I I I 1 CONT. HANDRAIL RETURN TO_ � AJWALL DETAIL. SCALE: NTS STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 0 42" KNEE WALL WITH 1x8 CAP & CASING - USP MP3 CLIP EA. - STRINGER TO BEAM/ FLOOR SYSTEM TYP. 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR 3/4" PLYWOOD EXTERIOR WALLS DECKING rl ' ,s M FLOOR SYSTEM 36" H. CONT. '' 15 ,t- 3 GRASPABLE 14 D2 _ ,�' RAILING I 13 SIM. W/ (1) ,,' CM ' MSTAM36 12 STRAPS @ I I 1011 BASE 42" KNEE = WALL WITH moCO p , I i ,'10 i _ `�') ss ,�' 9 1x TREAD 1 x8 CAP & - (TYP.) ' �;�� 8 - TYP. CASING I STORAGE 00 U.N.O. ' 7 UNDER 00 A ,' 6 STAIRS 1 x8 CAP & 'S 2x FRAMED CASING l,4 WALL 1x RISERS 3 (TYP.) 2 (3) 2x12 2 FRAMED 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 STUI @ END OF LAN BELOW HDR. B STANDARD (3; STRINGERS w SIMPSON A35 MP34 CLIP TO FLOOR SYSTE LANDING FRA (2) 2x HD REQ'D (d' LANDINC STRINGE CONNEC A WALL 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 I N H1 O6 B D2 J, 25 SH = ul U) �N LEI 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-011 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", 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 IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15132" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 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 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 -----------7 25'-0" I I I I I I I OH1 ED TYP. @ ,P I D2 CORNERS N.O. 25 SH *EGRESS I *EGRES 60" X 36" TB SHOWER FIBERGLASS co to OWNER'S SURROUND TP SUITE o 5'-0 4'-0' - ' 8'-0" FLAT CLG. °' BATH C6 CARPET 2668 � H1 2� 8'-•" FLAT ,CLG. � , 2068 D2 i;o G.T. TILE ' in BF O 15'-8" 4-SH 3 �i R&S WIC D2 8'-0" FLAT CL I SIM. W/ (1) 1� CARPET U) oa MSTAM36 �„ ESS d) I STRAPS @ I BASE _ 1"- R&S T- 50 - 0Ccc 9 B CIS BEDROOM 4 tT-13"8'-BA 3'-3" • 8'-0" FLAT CLG. TUB/ SHWR CARPET in p 2 TILE TO 7' 0 0" FLAT G. A.F.F. `4 TII F l TB 1/2 WALL OR RAILING PER SPECS 71 r... 2668 BF - I I I Cal 4 5 6 7 8 9 10 11 R&S low- 2652 - - - - - - -- -- N 4068 BF 655 v ti6 fV 1 TECH CENTER ITYFITYI5068 BF' 3 14 V5 116 1LAU N W. = 8'-0" FLAT CLG. H11 9TILET-10" D. I 3 D2 SIM. W/ (1CN MSTAM36 G T. 1 5068 _ STRAPS @ - - 11'-2" - - 2' " B s 11'-6" - - BASE LF BEDROOM 2 25; BEDROOM 3 8'-0" FLAT CLG. 1 8'-0" FLAT CLG. CARPET I CARPET I *EGRESS EGRESS 2 I SH 25 SH I H1 9 ©@39)2 D2 D1 JAMB STUD OVER I H1 I ENTRY TO BE I I CONNECTED DOWN PER DETAIL 6/D2 LI - N 6 H1 D2 O -HANSON BOX @ 36" A.F.F. J J X N DRYER VENT THRU SIDE WALL -WIRE SHELF r @ +54" A.F.F. o> TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 O SEEN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25 S.H. 13 20X38J 182'X37i S.H. 14 20 X 501 18' X 50 S.H. 15 20 X 63 18 2'X 62' S.H. 16 20X72 18JX71 J S.H. 1 H2 27 1/4 X 26 26 X 25 z S.H. 1H3 27 1/4 X 38 a 26 x 37 1 S.H. 1 H4 271 X 50 s 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 1 H6 Y7 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 � X 25 1/2 S.H. 23 37 J4 X 38 B 361 X 37 3/4 S.H. 24 37 J X 501 36 2 X 50 S.H. 25 37 a X 63 36 � X 62 1/2 S.H. 26 37 J X 72 36 � X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2'WIDE S.H. 32 54 X 26 52 2 X 251 S.H. 33 54 X 38 g 52 J X 37 J S.H. 34 54 X 501 5212 X 50 S.H. 35 54 X 63 52 4 X 62 S.H. 36 54 X 72 5212 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. Handrails: 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. 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-11/13-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN -A SCALE: Y4'=V-0" IV fV !sPLO l�f�/OFIESS10��4�;'� ,lrt//iifiilllkIkIONl'� 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. a o M 8 V N 0 •� CD C co t� rn N O ni , % LL yM� L LL W V Z JLLLL W a v C ypo_ O � O N O W r°ngpjO' m z LL u ZN C14 N Z Q J OU W CIE] Z N z � N z � � � Q a U) V) N z D 0 cb L _ IJJ � V is 0 w s 8 L n3 ® LLI = � 1 s � c N 8 Q Y o w J o Z ce o wo o > <s a w� Z® I- C o E x o &� o oQ m r0 <z wz <. < UZ mo o� Z m J y9 a� az � zU B Og oLL S N WZ o m <2 �0 �z 1 �3 o F < CIS �o v a zla 3 0 �O = Lo O m c� � N CID No Ln Q 0 N ~ o Ln O LL (0 Y 04 O c o Ln r Q oo 04 CO r O Z m Z � E O r a E U Q 0 C � JOB NO: 23-00508 SCALE : AS NOTED SHEET NO. 1.2 12 4.01 12 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS . . EXTERIOR RAISED BANDS • - FOAM PLASTER ON PER COMMUNITY SPECIFICATIONS , SHING -N - - ---- HDR. ---- - --------------------------------- - SCORED STUCCO U TEXTURED iOP n E] El CE ON IOUS FINISHISH ON N 4" CMU (TYP) 00 _ _ ___FIN FLR , 3068 FRONT ELEVATION - A SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT 12 15.0 N 80 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME CJ 25-SH CJ 12 14.0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — C-----------------I---------------------------- ---- -- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION - A SCALE: 1/4" = 1'-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. txtenor uovering 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.x1-1/2" long (3/4%1" 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 asemi-continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 eq _ N � N d� '! W o � m x LL G. eo o 7 y N t � d a a, Ewa 3 eo .� � CIO C .� T N O-� C C_ 20 dU 0 ���,� r,�����►IIIItrf N. U �O t C� J F L O • o••••' �? �, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W vE Q N O N -• s N f N Q en V LL I� J LL W LL V �ILL. W a Zt `mC i.00- O 0 £ '� N 0 t0 W Z 04 Z d LW a OU 0 Z En E� Z Z N � Z � 0 o LL 1 J Lv W � V O c �cn ro U c �- E ® LL, J t 8 I c �0 o w M M y a Z L_ g OLL G Q d 0 U W 0 Z oa , r o E o a. 8< 00 oZ Z a f6 <o 0< w= �w N � p C C zo oY mo Z OZ Z m N� F <w 212 3 gg g° W N LL az a ¢ ~ 3 � v W F zzl< '0 3 O > Lo I.L O v, L° m � N CO N o Q 0 N 00 ~ }+ o Ln O LL (Y) M O N LO T O Q T W N E 41 CD ` N o z Z N r E ID a ci Q o JOB NO: 23-00508 SCALE : AS NOTED SHEET NO. 2.1 I I b FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 11 -_ 12 - 5.0 4' OFF RIDGE VENT— FIBEREGLASS SHINLGE INSTALLED -- -- AS PER MANUFACTURER -- SPECIFICATIONS r - — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — -- ---- EXTERIOR PLASTER ON CJ FRAME FLASHING 12 25-SH 25-SH TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 35-SH -L-1------------------------------I �fGD REAR ELEVATION — A SCALE: 1 /4" = V-0" V-0" RIDGE VENT 12 — 15.0 12 ----- 4.01 CJ CJ CJ —----------------------------------------------------CJ/WEEP------- R... I----------------------------------------------------- V----------------------------------------I- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) EXTERIOR PLASTER ON FRAME 12 — 14.0 RIGHT ELEVATION — A SCALE: 1/4" = 1'-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.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 �•a 0 ti -o d� 0 O CI, m SK N cc O L N d O J Q "-' GV Y 3 a, /0 cc :59 L d �. tj a) o D N CL = E eo 0 a 0 §����\�t11EE C� cli ,w To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ai gCD g$ oN G .r G o� o Nm r ENO a✓I y M st Q C J qy u � JELL W a li Z l9 C 0) �C �Yn o � W W rn 0' °f Zro N Z L IL m w d J a N 45 U C�J Z W 00 QD � z o 8 z � z o v Cl- U) z Tom• � p U O w9 to c Y, f13 �- X U W J eg 0-0, U � �2 • Of N Q Y �Q N O s� O M J z o ZZZ E o �o <s Q Z® H p E QQLL O g = ¢ r W UO � U o 0 Z CO M a¢Z 0o W Z _� CO C <omm a � Z N F z10 aw Z 75 fj { • of go W ) 5 ? 3 m� cLL az mw o N� p w W F GIs a 0 Will M N 2 O 2 Lo O m m � N Co N o Cr Y a N a. CO m •1� O M M O co L O Niz r Q 0000 N r 41 Co o z MO z in E •, f m a E U � a p _J JOB NO: 23-00508 SCALE : AS NOTED SHEET NO. 2.2 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. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET Flzff DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET G. 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 I--0 WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �N PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR O 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 ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L J �_1( 2-� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 1150A/200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA t 10 #12 to appliances and GFI 150 AMP/ 200 AMP 11 #10 to WH 10 #8 to Range 10 #6 to HVAC METER 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. 15-1 INTERSYSTEM 4 Bare Cu Ground BONDING #4GROUNDINGWIRE TERMINATION PER � WITH CODE APPROVE 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. r -t �I ALT II I I AC PAD 11 I� �I OPT. I� ■AAw�MMMMMAM MMMMAe•A e•MMe•[MA[A■ U.C. OUTLET SWITCH FOR DISPOSAL DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: Y4'=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS --------------------I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L------------------------------------J RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER GFI @ 44" A.F.F. ,ICI- 3" VTR 1.5" VTR IIII I� I I I I I I I � I I j I I —III 3" VTR I � I I, I � I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN -A SCALE: Y4"=V-0" an N C, o z^ a r- o y 16 O i y lV t 3= d d �c � 3 R 'CD o a � •�° yq C C',o a w 0 M tV N CD 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E Q ao c V N � � S 0 I» fA ti 0 D Go M v Q C LL J J LL LL W t L Z13 0 c� a 2 te W ] f6 N t0 O forO w us�2pjO1 Z co NZ d J Z N OU W ❑❑ Z N Z z o Q J - d � N z � CD o 4— , � R U 0 W s �N F— V1 „U E R 8 I a; U o �+ Q Y • N O) lice w c0 CID,O 0 LL o w� Div CL E U o� wz z® oa: F� n3 i o ar 10 O 0, Zp� p CD`D <o ww Vi � c c ai �Sa m0 10 Z Z Z m J mm a ° �0 0.g° Z C;JS{ N= W m i; ZE 1G �3 M J z W F ' 0 a 0 NJ a 0E 03 0 Q c = >Ln O ci rn m � N � N a LO .•. QCT 8 j N m CN ~ a--+ 0 LO O LL M M O N u') �..� T oo N E CG 'vy� o Z Z 7 V T E O a N o U —J Q at JOB NO: 23-00508 SCALE : AS NOTED SHEET NO. 3 M'a ZONE-2 ATTIC SPACE 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 0.0 (Zone 1) Main 0.0 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) 135.0 138.0 "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 t r ago Z = to m yc �v_a m N Qgo O�v Q J "$ to 3 d u d c E to o � J 0 "p f `SSIGNP� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v E Vm c om C 7 n _N 000 I» co C LL QM C J LL W , tl V JutLL a 14 Z m t W @ N W ��pjO) m w Z N Z Q ILO LL < o:i ZN W U Z N 8 J d N c� N z 9 4-1 W fQ W U �0 L 1 Ll, ' U c � � 0 o ¢ M J � z z E LL_ E O mU zo Wz >N ?e oa )— rod o E �< �o gz z (fl «) t L az 0 �a wz ¢ to ry C Q p z WE 0 z z Za° m <� aw zz ao can � o� _ J o w� �o z C .0 O i to Ln 0 °) rn m O � N N o L0 Y O N O O M Y co M O N LO r O Q 000 N E cCD N Z Z �; E p M r_ a� U � Q p JOB NO: 23-00508 SCALE : AS NOTED SHEET NO. 4 a 1 1 1 I-. 1-. -1 I - I I I - - J_- - l l l 111 1 — - - I rn WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN —�—.� LU � CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" , I s 1 1 1 1 i 7 I , 1 #5 CONTINUOUS " REINF. SEE FND. FOR •, �. :;= QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. .- U.N.O. w "Alternate: The reinf. bars shall be • cont. around corner by cold �: • 1•: ;: ;: : ;:. • �: bending the bar w/ min. bar lap of 25". r TYP. CORNER BAR DETAIL o io 00 -v SCALE: 3/4" = 1'-O" ' 25'-0" 13'-4" 10'-0" 1'-4" 1 71 r" 2'-0" x 2'-0" x 1'-0" W/ (3) #5's E.W. L, TYP. S3 — — — — — — — ---- .10 cD I _t I o: 61 5'-2" 3'-1011 11'-4" N ^ _Q11 4'-8" AC PAD 1 1 M I -4" � S3 ------11 11 all I• I • • ALT I I 11 AC PAD Illr------------------ 1 I I Ip TYP. @° 3 PROVIDE 1-1/2" RECESS HVAC CHASE 2 STORY S6 FOR SGD DOOR. REFER 11111 BASED ON TO MASON'S SCOPE . LOCATION I FOR WIDTH I II - o c%) 1 11 INDICATES FILLED CELL r 11 W/3000 PSI CONC. GROUT 1111 FROM FTR. TO BEAM r 11 W/ 1#5 REBAR_VERT. _ _ C.J. 11 ABOVE SLAB. TYPICAL 1111 @ ALL PLACES SHOWN 11HOOKED FTG. DOWELS 17" 1'EMBEDMENT W/ 25" C5 — — IIkXT. ABOVE SLAB "GRADE 40 fill, STEEL"IL--� � i 11 III a 1 1 1 I IEj �' 11 II o II I II x 11 II o z 00 13Yi' MIN'14000 PSI CONC. SLAB III N FOR HERNANDO COUNTY ONLY I I M `o - 13Y" MIN. ��00 PSI CONC. SLAB OVER 6 MIL VISQVEEN VAPOR BARRIER C.J. — — 1'-8" '-4" 1 1'-4'1 2'-0" 1 1 /_41/ I, I I I I I I I I I I I I I I I N I I I I • r 1 1 11541 5'-3" 2 -5" 121 11 • I 1j o 1 � I 1 0'-0" ELEV. T-- Cn I IFtIN CONC. SLAB L-- - - - - - - I b 60 ' -0 1 " 1 " 11 1 1 x3 -0 x11-0 1 2'-0"x2'-0"x1'-0" CD W/ (4) #5 E.W. 1 1 14'-5" W/ (3) #5 E.W. 10'-7 1/2" Cy I I co 1 1 ------ - ------------I 3 4" STEP -3 1/2 - 1 1�r DOWN C I 00 I S6 I 6-4-1o" MIN. S3 1 '-101. 10 TYP. @ I I 2 STORY I--------- __ K O TOP OF CONC./ PAVER TO BE 4" BELOW FIN. FLR. L a, S3 TYP. @ z ENTRY O 01 °N Z iY � F- O O O q 3'-0"x5'-0"x1'-01'- u- r Lo W/ #5 @ 8" O.C. E.W. I� RECESS FOR FRT. I PROVIDE 1/2" x 91) I I -4" I No 1211 .� 11I�r 11 0 lvc�v W v St 6'-4" 2'-0" x 2'-0" x 1'-0" W/ (3) #5's E.W. J TYP. @ 2 STORY 00 is v to PLUMBING LINE TO SECOND FLOOR 4 v � 0 cr) v c� 31 BUILDER TO PROVID� 1 w APPLIANCE PROTECTIO LO I O I WHEN REQUIRED PER FBC! 1 � I I 91-411 9'-4" r • • --r- - - —}— - C.J. - - -+— I o I I N I = I I o I o 0 12'-6"x2'-6"x1'-0' I I TYP. @ ;n I W/ (3) #5 E.W. I SINGLE T STORY �; (2) # VERTICALS i� • W/IN FILLED CELL I • q I I S3 I q I S3LO I S3 I HB 25'-0" 16'-8" � 18'-8" • NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX -F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING O � ZO OU) O N ZIr O H � O Cn LL O , T FOUNDATION PLAN -A SCALE: YV=1'-0" on - o o e- A m 11114 o.. N cc O ►- N L Q d N C 3 'C t °> a. '- c o a Co w'3 /a A N N as w 0 ►��- N A 6� A O o w 0 ..- b �Si G t . I S 10 to lib 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. E Y 060� G co ao M -/ 1= J 64 a - a C --1 It W aai Lu a 13_ c O7 a S � MC14m o Z 2 N Z Q IL ZN O U w ca, W ❑ ❑ (D z N Z � N z r Q n- In N N Z C � o X— N w g O L. jift N C N W s = t U � c N e o W M M i S O ZZZ C U N � wO O >N < N QI.L a o o= �8 Z® H fu 2g 00 &� Zgru&� L� I— Q� Q wZ J M N C C Q O z 10a o� m O O z LL m N .2 <a y 'w z C§ 3 g� z go aZ W T M LL 'o N W �k �z 3 J o J ? �0 v z°d �3 TO LO c� D Ln ,.1 a N Ln N Q Cr $ (n o m N oLO ...i LL O I� M o M O N LO r O Q r 04 r E oo c N Z M Z T- E O a E :3 ci c JOB NO: 23-00508 SCALE : AS NOTED SHEET NO. 5 ) �, 2x BLOCKING J S6 TYP. U.NO. 00 J LL V @ 24" O.C. MIN. (2) STRAPS 2x BLOCKING A TYP. @ LOW ROOF U CJP2AJ1 TYP' @ CORNERS CJ2G CJ2G 1 2 D2 D2 CJ4G CJ4G — I II II II II -1 1 1 II II II FL5 2 :D:2 /.1 0 7 ENGINEERED CLADD CLADDING WI DFPRESSURES AND SUUCTIIONPER ASCE 7-16 ROOFIS FOR MEAN ROOFOMPONENTS HEIGHT :5 5 ftND ALLOWABLE RSH JND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 1108AMPH XPOSURE CATEGORY I C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE a=oft HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r HIP 35.94 49.57 49.57 49.57 10 / GABLE -38.22 -38.22 -60.99 -60.99 1 -60.99 1 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r 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 r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q Q SHINGLE:'/s' EXP. 1 (24/16) or 1%2' EXP. 1 (33/16) TILE: 15/32" EXP. 1 C316) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113') NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED " WITH ASTM F1667 RSRS-03 10d (2%" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES LOW ROOFNVALL (2) 12d NAILS TO EACH VERTICAL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 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. L PLYWOOD FLOORING — = LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: 3/4"=V-0" J S6 TYP. U.NO. J LL = — _ = 13 — FL9 'I �S IIW1 USE Lji&18-SIRAPq U_ - • • • OF WALL TO FLOOR `:• . • A TYP. a U.N.O.LL J qj ,(2) I�D 11 r1139%�j 11 11 ME=- IgIl -mimic MIMINK MIMIN A TYP. @ S3 SINGLE STORY 00 J LL Flo II 1 S5 II I M SIM. @ tr'-1 I CONNECTIONS A \ TYP. J U.N.O. 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 1 112" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10-8d RT7A 1 585 515 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% 8-1Od 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)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 ** 133512820 ** 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 w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ ( D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 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 Y GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-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 R 2 PLY CARRIER— t(A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN -A SCALE: Y4"=1'-0" c o _ W � o s z c o- g o � = m K vc In eo C 2 .- N N O N a) y �y ova V 3 i To d d d A A o 2 Y, ' 1 /A sue: .::1Z * �^ CN :. ..........'�•'a�1 "N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) o E IF v a; C) C1 N_ m 0 r'nti� N O Zszs ik ry C J LL LL 5 W � U 5 � a Z 13 @ q o v W t°n�O�?°1 m w u1 (h Z QIL J NIL O U v zU en QD z N gz � z Q N th V O a--+ U 0 w t/1 c �N � U W J •— E _ 8 I ys N QCD so o J < w M z o Z 4 U_ E E o g� > Z a O 0o U �U E &< 8 o oa d Z z °? F- < o w � in az �x w mo Uz Z Z4 m J ym r aw �z W ¢ • 5Z W m oa 01 �� <_ =G o w� Xo M. zl% 0 3 0 `O = 121)LO 0 cc 0 � N CU N CL M _ Q g (Cr o m N F'— o Ln � O LL � Y C) cc N LO N r Q O r � N E z Z E C)Id CL E U J y Q 7 c JOB NO: 23-00508 SCALE : AS NOTED SHEET NO. 6.1 - I pr r i I I INI"flt, 01 U 0 i— — — — — — — — — — — — — — — — — — — I I I I I I I I I \ "' / _rvp i M r -y `n U I `O G U U TYP. I U.N.O. I I I I I I I L------------------------------------ J —(2) (D TYP. @ HIP CORNERS 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 AND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 11 HIP -35.94 -49.57 -49.57 -49.57 GALE-38.22 1 -38.22 1 -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: %fi' EXP. 1 (24/6) or15/32' EXP. 1 (31/16) TILE: 1%2" EXP. 1 i°3116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Ya" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE 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 1 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 -1 Old 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 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 -1 Od 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 14-1Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 1 22 -1Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F 1M (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/ ) 16D SINKERS (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 24-1Od x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-1 Old x 1 1/2" HHCP2 680 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT 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 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING PLAN —A SCALE: Y4"=1'-0" (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS e� o ~ at W � = o a -am Z 7 ci �rc o Lx. CL. N_ R G = 'n •O p a d d� d 'a. c Q C r cc d 3 as u d z E Y G' O :CV •" L v 3 is;. •....•••'•• �i� Nl ,,► ttit4tikSL To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W 0 E o 0 �co M O p ih Q y J C J LL W 13 LL a d "z Y —V0) 0 t WC/) 2 '. m Z I 0 Q u7 M ZIML ZN OU W Z N O Z O N Z ti ? Q tl � N V) M z C1 w U 2 O w 8 V) L �V) ZD U w m ® 8 _ � z U 'o Lr y 0 Q y • M id N o M � � z w Z M J w 2 zo Q � >� O E U Wo z ® ❑ a Co F� r9 �E 0 �aoz 0o z co to t ` az o wz w� fn j C:Y az m0 z m j NO " Z Q2 1 Z 8 �0 ZU g U T 1w W � �o �k o N� w _0 ;o v zlaT o 3 C O 2 I..L ' ^ ► �/ Orn d' i N CO Ln C)Q N CL N o J U) N m o LO LL m C) N L0 N 1-- Q O r � N E c N Z to Z EC) 42) a U � Q p JOB NO: 23-00508 SCALE : AS NOTED SHEET NO. 6.2 I M I. I J_" 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 1 T-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 Ileu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS T'j 1H!,jj:-5Ek! j1H1j1H:ij1H IV V uwb" 1 MA Q 0 k A 8F441B/1T8F401B/1T 8RF40OB/1T 81`321B/1T FORM dr GROUT SOLID O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. i E E 3 F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @BOTTOM OF LINTEL CAVITY Q 8F16- B/1T U a ro m tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT� pr�(;ntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. 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. #5 REBAR AT TOP MIN. (1) REQ'D G a -1/2" LEAK A a a G .M.U. a� e a 1 A a n GROU1 5 REBAR AT BOTTOM OF LINTEL CAVITY 0 -BOTTOM REINFORCING 7-5/8"ACTUAL e PROVIDED IN ' NOMINAL WIDTH LINTEL (VARIES) 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) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR O 4'-6" LL O 4'-6" LL O 8'-8" LL LL J N V) w u'j 0 C.M.U. • �' q F O 3'-8" LL wH. U CO Z Z��Wu'r Q : b 5 REBAR AT BOTTOM AS INDICATED � ¢ a v 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel planidetails 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 O 9'-0" LL O MIN. 17'-4" LL LINTEL PLAN -A SCALE: Y4"=1'-O" c N o -o - N W Ito Z 0 `° m N A O �- N t N 4 dCID °) > o _ a m u . co � 3 c -' u tea+ o d eaCC c E o � u i <u d�_.. O, JAB` °�••- �L 0� �9 SS1o14P"- rfrl�r�•':l�arlit4iil.��t'`ak To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 H Q o CN $ O 4U-, co0 Co S y0 •/ C` 4 J tl! Q M T # " J W W Z 0 0 J�LLL o- _ w mCrn a O W ���Z m W Z IL � N Z Q J ZN OU � U W ❑❑ Z N M o M Z � Z n rid J rz V1 z C1 v (D j� 4-) M N m 0 ��g CLL' O wJ01116. V) c " N � U)§ U w ' J ~_ E L I C.) 0 1S Y =� • Q o �< w CC) M J ¢ Q Z G Q w C m rz 0 u E � z o w z > N Q O z oa F_ to ,3 a �o F U o Z � coo 2 �w J co a o = a O U co g m o Z z'U m �J J "m b 'aw z W 3 8 � F �� Qo ZO �w �z �� �3 o wp >_ -0 Cn v z a 03 0 O 2 = LO CC O 0 � N CO N o ul O N o ,F, CM M O N LO r Q O r pipp N E N z z 3 E O y a E U :3 Q p JOB NO: 23-00508 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 (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1, GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A WINCALCULATIONS, FLA• REG. PE. AND SHALL INCLUDE: DRAWINGS AND N 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 OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ, FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND 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-1851 A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 Y" Y4" CONCRETE TYPE MIN. 28 DAY DESIGN ft) 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 BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 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 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: 5B STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS (V = 140 MPH) MINIMUM, 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +24.9 PSF / -28.0 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 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. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO 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. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE „ W„ 1Y�� DRYWALL SCREWS AT 12�� O.C. FOR CEILINGS AND 1/„ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy= 33KsiWITH G90 NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR WETS OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FAST AND TIE 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. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL ET F THE CONCRETE, PACING AND ALIGNMENT ARE TO BE IN ACCORDANCE s o co c E, s ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16% AWS CERTIFIED WELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 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. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1,4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be extenor sotreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be install•e d after construction is complete, including landscaping and Imgatlon. Any sou disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. � o ONO LZ 2 os 0'. eo m C-1 to -O p to _ a d 4 nG y c- c m Co o d P 67 A T d as 01 0 eta a u 0 S �SS1oIiiAA- 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. W vE QN 8 0 O 10 C r� N co C` A. 8 J M '�T 2s2S ik LL 14 C J LL 5 J LL LL SS a Z S °' a V13N 0W re - '-' CV cp Oe 1. (n rn m W W 0 "j co LO CO Z LL 00 OU Z N E]� VM M � Z N t7 0 a U' lL AJ LU 0 a U 0 s N �N O CO C w E Ely B I I z� _ d 01- Q Y �Q sm o � w Z M J z � o Z a g c� � wo o o >m < R o Ey wz Z® oa H 1113 x0 Uo < Za,w& = Z<W_,wo Xa cn _a z 0.m m g o0 ¢� zZ az W T3 ° LL �W z� ao M w ~ a = v z�e a 3 O > LO O m � N a. LO Q N (n� -J U) to p LO ~ +-+ O CM Uc Lca C:)M CD � O N Qoo T T N ui Gfl N o Z m Z C y r E O E 0.0 � Q p JOB NO: 23-00508 SCALE : AS NOTED SHEET NO. S N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) WALL SHEATHING STAPLES @ 6" O.C. VERT BETWEEN ::.I I rlAx16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET I I I I t I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF U HOME H C G GARAGE SIDE O 0 0 5'-0" �- STUB -OUT FOR 1'-O" 0 9 0 GAS METER 0 o N _ • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'4- (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8l1.7 nel 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 1.8l1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONE (Not required if both loe Filler 1/8" gap FILL CELL STD, 90° HOOK BOND BEAM 11 v7 w CONT. #5 a STD.90° BAR T. #5 I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND !I SHEATHING PER PLAN CONNECTION _ TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. r 1/8" min. Small 2" min. 2" max. } gap 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series _ Depth 1 End Intermediate ® 2-8d 2-8d Ai BCI5000s 11-718"i 2-8d-_' 3-8d 148d 5-8d Clinch nails -- 9-1/2" 2-8d 2-8d when :BCl6000s® 11-7/8" 2-8d 3-8d possible BCI 6500s®— 14" 16" 2-8d 5-8d 2-8d 1 6-8d I 1) Support back of web during nailing to prevent damage to j -7/8" Z-8d 3-8d web flange connection. ' BCI 60s® 14" 2-8d 5-8d 2) Block solid between joists for full length of span. Tight fit 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. \ 11-7/8" 3-16d 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 14" 5 16d 5-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. � 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 16' 6-16d 6_16d OF THE JOIST ASA REQUIRED LEAVING Y" GAP TOP sides b 6". -Hangers with side nailing. 8 @ y - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o-c. Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 9 BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer y Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or 1 beam below Load bearing wall must stack over _ _ blocking and wall or beam below.* — — Joist When joists meet over wall, provide 134 /" minimum bearing for each. I Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — WIM 6A 1 2" ROUND HOLE MAY 6� 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" , 8 T-a' 1'-1" 1' 2" 1'-2" V-3" 1-3" T-T' T-11 " 7-4' 3'-2' 3-7- 12 T-9' V-1" T2' 1' 2" T-3" 1'-9' 2'-4" 2'-11" 3' T' 4' 2' 4'-9" 6 4' Any 16" joist Span (it} 16 1'4Y' T-1" V2' 1-2" 1' T' 2-6 3'-2" 3'-10" 4'2' S'-T' 6'-0" T2' 20 1'-0" T-1" 1'2' 1' 2" 2'-0" 3'-0' 4'-W 4'-10" 9-11" 6'-11" 7'-11" 8'-11'. 24 1'-0" 1'-1" 1'2' 1'-3" 2-0 3'T' 4'-9r' 5'-10 8'-4" 9-6 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger SIMPS( w/(22)' NAILS 1 5/8"0 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) — Nail with 10-10d nails. =1 11= �_ Install tight to top flange. SLEEVE THRU STEM °. SEE PLAN FOR °. • . • FOUNDATION INFO ` a ° d' STEM FOUNDATION Filler block. \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. r 1/4"-2" gap___�l Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements eel D 0. pX Joist T`de depth a,�o� I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN n 1=III=11''— d da IIIIaII III-i, 11— • v a _ t (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. -�� LOCATION OF ° SECOND H10A SIMPSON H10A ° ° , (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE , PENETRATION r O O d • III—��I d d: O 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION —\ PVC OR SCH40 SLEEVE PLUMBING LINE d L d z io • ° • d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION o SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE 40. di 44 L N N h r c G W e- =-�mx m ea A 4A y co N o, d •� Ca G o - a 3i W Rd. .�+ o C O y N � T c E A O -ti L 0 IzV cc T:;t W r tt�lt•dttZ�,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. a W t- E O M 8 co(0 C N00 00 0) ��� a� = u- W U Ia11 V Z _ _J LL W a -v o C29 i� L. O 7 (5 N (e to w ��° °' mIL IL N N Z OU 0 W Z W ❑❑ Z N � z � $ 10 Z n U) V) - N c7 o zC72 a--+ u, W � p U OLu g N c �_U) � U g w E UI oc 00 C 0 M w C J v i? Z Z Q 2 U_ E E �o �1 o° » <� Q � CJ i z® on 1— N o E �0 � U� a 00 < z �, o W z w �� <o ¢10 �� W0 m Z z m � J aw �z g a^ o� =o a5N= W KK¢h KO� �z r o_� w; F o Iiv z<W 0 3 L O Lo O rn m m N (D Ln O N 0 N Cr 0 co L In �i lILLO CM .Q 0 co O LO T Q N T 00 N E N CD z° Z Oto H r 8 c n U _J Q p _J JOB NO' 23-00508 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) P') VARIES 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER --� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS _\ 2�: / INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE V1/4" DIA. X 31/4" 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 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) 4WWF OR FIBERMESH MOISTURE BARRIER • o SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM i III I I • I ,.I F,).1. D3161-CLASS F, IN 'rLI� _� I " �I .II FE I ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) -1 I �ICI TiI I I I II I F RESIDENTIAL 8 ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA .2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"&'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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE .E Z - ap 6 MIL VAPOR BARRIER I p 'r 4 — D • • FN COMP. SOIL. '- (COMPACTED TO 95% MODIFIED PROCTOR �f— ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT._/1'-4" CHAIRS TYP. 0 STORY) STD. 90 HOOK (SEE U.N.O. U 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 • ILE , ll'�lu 11 ��Il SEE A/S3 OR J/S6 ---`IL1FnI 1 1F7-11 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY ' NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x4 CONT: I I GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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. 5/8"OR 1/2" HIGH STRENGTH -TRUSS BOTTOM CHORD OR 2x4 #2 SPF 1(O HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O .) (OR %" GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE O ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE 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/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8- x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8- x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR �� @ 24" O.C.) 2 x 6 W1.4 x W1.4 WWF OR FIBERMESH INCLUDE THE WALL ATTACHMENTS z 31/2" MIN. 31/2" MIN. "IF , •CD I� �II�II�II �' �IhII=1 �11=11 "SHEAR WALL" SCALE: 3/4"=V-0" S\�OS�CUR ems' 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C J 1�M �OAo s INSULATION PER FBC AND ENERGY 8 C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'4" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER "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 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP) #5 REINFORCING FIBERMESH1 BAR 2x P.T. LATE ASSUMED FINISHED ... #4 REINFORCING H=:M.-- FINISH GRADE 00 25- MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 760ksil 11.1 ��11.�11 41 REINFORCING �11 �11=,I1oJ1 11#5 LAP SPLICE COMP.•IL. (COMPACTED TO 9 . MODIFIED PROCTOR . ll gggandli#-_11�I�11IN fie1 11— FRAME TYPICAL O. FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° a GRADE 00 ° • III iT III III I' (1) #5 REBAR w/ OPT. I I I I �IA I— I 11 A I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL� SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' •9 O.H.D. RECESS M SEE A/S3 OR J/S6 -' I I I I, I IMF FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0.1><JJ CONT. BEAD SEAL4 — • ' a INTERIOR 4- -3 _ 12� o CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m e ? c E _ — M 6 MIL VAPOR _ BARRIER _ 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" E S3 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E � 6x6W1.4xW1.4 i, ' M C WWF OR FIBERMESH ICn K S3 . REINFORCING•1 HOOK TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. wl (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH IIF,-��� it II.,��ll I � I�•11 • r� NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE w U alai e a m. C w �-r7 n U) — 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH ; E �l1iI1 z �I1�1 11111111_ (2) #5 CONT. =11 1 —I I 1 ON 3" CHAIRS (TYP.) 8" TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIE 6 � [ x .x 6 W14 W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS \7 AT 24" O.C. MAX. CONNECTION INFO ° ' SEE PLAN FOR ' " & LAYOUT DESIGN ° TOP OF BEAM SEE ROOF PLAN ao c °, ° ° a e (2) HTS20 FOR STRUCTURAL _E BEAM SIZE & 4' CONNECTION INFO c i 8 N � M C .9 2x4 P.T. 2x4 #2 SYP P.T. FRAMING w/ ' rr s MIN 7/16" O.S.B. SHEATHING SEE 8" D.S.B. z ATTACHED PER NAILING REINF FOR REINF. INFO. OPTION #1 w ° SCHEDULE o: a SEE TYP. WALL SECTION FOR ADDITIONAL j J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g W COLUMN SIZE AND BASE rM s w CONNECTION INFO. SLAB STEP & RECESS a S.G.D. SCALE:3/4"=1'-0" S3 SECURE 2x4 P.T. BTM. PLATE :OR -I SILL w/ 1/4"x3" TAPCONS � MASONRY WALL AND �n AT 8" O.C. PAD FOOTING 8/D1 EAM TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. w SIZE VARIES PER PLAN MIN. #5 VERTICALS z M a w/ (2) 00 GRAD M > FILLED SOLID (SEE PLAN FOR _ o w SIZE AND REINFORCEMENT) ULj _ _ • zUj fn _ _ d W W w PAVERS or SLAB PER p o N = • • • • = Z z_ /—BRICK COMMUNITY SPECS U_ " a W FOOTING v BEYOND PAD REINFORCEMENT 3"MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3_ en 0 0 r o � o � A m Z u 7 ��a SRNs N Q N d d � v •3 Rs A d N N v N A T o 0 :,-IN V46 -n f�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E SO W G - co � t- ti W 04C) a LL LL i L a J _ W Z cmco a o W :3o �°O'mm INL `° 0 w M Z d J N � Z UU U ti W p0 z N fo z � z N z � 0 o U 0 ,, $ IN v Ly N , _ C) U a LJ J oi..., _ e M U 0 c CA d • �Q Q N 1110 C o J a w M ch J � Z Q � EE wo Wo�� >� Q z Z® oa ►fO ra CL N g' 0 o o E o 1a gZ a Z N ao wZ W C <= y '0 ) Zcop hm Qz g VJ 10 g z O s° a W T LL ¢ y w a� �z �� =3 o J� w` �5 ;o M z - 5I H Ou O > LID O 0 N N o N CT O J � a N ~ m o Ln O CM Uc o Ice) O N L0 r O Q 04 r oo E E N .; z CC Z r E O ro a E „ w U 0 Q = JOB NO: 23-00508 SCALE : AS NOTED SHEET NO. S3 (MONO) tf N N N S 6 a N N N S 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)12dTONEAI MIN. EXTENSION FROM DOUBLE 2x TOP LS SPACED EXTERIOR FACE OF BLOCK EVENLY EVENLY „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL 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 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + STUD W/ (3)10d NAILS CRICKET AS REQUIRED +++ + SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW i 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE Ct TO DRAIN EXTERIOR J WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE � � I FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d lul I NAILS AT EACH STUD — DOOR OPENING DOOR OPENING -Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - 1 ST COURSE 2ND COURSE 3RD COURSESIM MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 NAILS AOT EA. TRUSS VHETA20 w/BERBT CAL/WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g L MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) I S4 KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 010i 6 *11 as ! • • • _ ' ' •' • ::III ■■ill' III■■ ■■III ll■■ IMMilIMN IIIIMN ■■ICI' _II_ IIINN IMMI 11111110 ■■I�� MEN�1111 Ill10111 NOTES: 1Q 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING TYP. ( ) PROPERLY. ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. L—SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. J MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE � T r > ,P FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY ..`+ GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a d d 8 n u POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 71" 41" 10" 6 3/4" SFFA �O�L �N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. 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 vvvn r nn,n W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK 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) 1 (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)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 FN�NC HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� 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 aE SPLICE NAILS TOTAL) EA. SIDE OF . 48„ SPLICE STAGGERED /--10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ 1A1 16d TOENAILS T076P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION X P.T. PLATE SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SIMPSON SP4 —I INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 LLINTELS SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U a 2x TOP PLATE T 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" '' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. FSTAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED It, J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) G (9335# SPF) N. 8" :'OXIED A.T.R. I & NUT OXIED A.T.R. I&NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE !- 2X BLOCKING I I C 2X8 P.T. BOTTOM P TE 5/8"xl0" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM -' PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. 1 N PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4I t B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) 0SHEATHING • 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 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. tom••• d� 71 � s o :'6�= N d N .add 's n-r c R d d d � o y•� N A T o A ♦•' t7: r r it r �v a� ti.. e �J O �• 4•• �L0 O r�1141?1tt Intl.tE����� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W IN F O M Q O N V o_ 0 m 0 in��� � NOtk LL N S J JLLLL 52 W o_ � Z —v a L g _ w �o Oi 3 Co r, Wt0MpjO' m w "j � N Z Q IL IL ZN OU W ❑❑ z � M � z Q J M c� z v � o (n LL f0 w Q F V OLn f13 �-- U w � L I I •j U o � • OD Q N 0 o w CIDJ� c1_> U_ 0 3 Z a U_ BE Wzz® � � oa rah 0 E VO as ;o &< Z ,� a: �� W= W o `z Z U mo ox 2 z m 0) n o .2 < Oo� zzo dZ �w W m o w w,� a10 ao M `r Oa I a r i; 3 0 c O = 0 > L0 O rn c � N N a LAC) QCr 8 ti N j o In O L O 4-1 O LL � C'7 Y M C) .0 c0v N O Q N T E 00 c N z W z y f E O N A E v :? a € a 0 _j o JOB NO: 23-00508 SCALE : AS NOTED SHEET NO. S4 W cc� a co IC) N O 00 I N ICD 3 Q N N a E N E 0 S O H m L� 0 U 0 J• U 0 a CL 0 01 N Li N N CL 0 cV O Ci 0 -o SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1 /4 X2 3/4, TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 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. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING �\\ IF >9" SEE 1O/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C, EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 Od NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 74" P T PLATE SLOPE OF ADJACENT SCISSO7 R TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT / DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1 Od & (2)10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR �� /// 2x FRAME WALL (SEE WALL SHORTER) „�` SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE / �� 11 (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF /// W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2) 16d NAILS W/ (2)16d TOENAILS 2x4'T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES �° 1/2" x 8" "J" BOLT @ 48" 0 CINNN� 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"xi 1/2" SDS SCREWS TO I I MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0"' INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. �, 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 2 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE TL 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 X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° 00 `° SCHEDULE FOR 1 1 SHEATHING DETAILTKNA WOOD TRUSSES 1/ (2) 16d 00 � 2"x4" CROSS BRACE 2x4 RAT RUN BRACING " APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 1 2" RIDGE FASTENED AT BOTT. CHORD FOR 4 EACH JOINT w/ (3) TRUSS SPANS � 10d & (2) 10d TOEATTACHED W/ 2-16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS Wl (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 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY 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/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T. ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB —� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS ET!��TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION (a� SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. REV. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 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/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION ( ) OF THE LAST LAMINATION 2x4 "T" ON TOP OF PANEL I [ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1Odx3 @ 4 O/C L— 2x4 BLOCKING W/ (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) _ SECTION SEE TYP, WALL SECTION FOR SCALE: 3/4"=1'-o,, S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT /— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" ISH SCHEDULE TTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 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 -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) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) INGw/( dx Wi •\- EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD END JACK 1 V-0" MAX. cr Q °C 000RNER CL _ ✓9�'I JACK Y Q 3 tr w Z O HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTO14 CHORD BRACING 2X4 MIN. I Ll �� l IIIIINS NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZ BOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION g o, � 7 y p ✓ O r cn ea N L .N-ao J a d CP� G a 7 p r .d v 4 co r d u m o O- r A FL �Q •••.....••°ti l�Elf�lflif . t�lttttll���\ 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 W 4 v E N 0 N ..�+ 6 C N y » of �Q ri - r J M v 'k U. 0 LLJ 13 JLLLL t1 Z — ern a f f° C f, 11�i W 7 (6 04 t0 2 r- W Z°�° � r0 m w M z a Z N OU W Q co z N � z z o a v (n /) V J N z V O E2 " 4--J U cn w � � 0 w g Ln �N c N = ~ ' U w p� L 8 _ I U = N m c $ ° �0 N C.� IIII O z w M J z Q f LL Q Q E lJ ZOO g¢ wz >m Qo oa H r0 O E o x" �< Sz 00 z ` �a infu �' ai U mo o FF z m J 15 wm �� ¢w �Z 8 8 w 5Z a mw W � ¢O �k v =l< 051 O C O 2 O c �a O rn m c� � N CO LO ^ :3 CN o LO N Q �- U) _' N m O LO O LL C") Y c M 0 N T Q O T— oo N Ez N M Z , E 0 IL 0 c o JOB NO : 23-00508 SCALE : AS NOTED SHEET NO. S5 1 - _. _ _ _ _ r .'n."' • e1r11 m1l' rm 19!! ! 1'1' 1! 1 1 1 I I 1 I— 1 1 III "1' I �I I�I 11 �Ip' 3 w I NO co to 0 cn 0 0 N 0 0 Cl i vs 3 N i a E 0 x V 0 N E2 v U iu .o i a 00 0 2 tom. N N N 0 0 a N N a� 0 a N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 _L_1__7 INSULATIO 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" 0/C 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)10d @ 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 SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN I 0 •.A 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' O/C WALLS 1/2" GYP WB ---� INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN, 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY E .—..— a' M : 1 °° 6x6 W1.4xW1.4 _ 4 : • WWF OR FIBERMESH � I 1-1 —1 I � � • a a. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 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 -[RSH1-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 _r w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o = 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 �I W LAYER 1/8" THICK. �w v —INSULATION PER CHART ON FLOOR PLAN rB R S6 S6 ETAL SEAT OR FELT PAPER FOR _ V 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) co v 4"x4" INSPECTION PORT AT = a EACH FILL CELL TYPICAL fn a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE /— NOTE: EXTEND DECO FINISH / 410 6" BELOW GRADE :INISH GRADE 00 " ' ' II11—III—III17TL \—STD. 90 *HOOK (3) # 5 REBAR ON 311 CHAIR r—T (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION ri REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 112" NAILS TO 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)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL — • -, *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1St FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)1 Od 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 )F BEAM OR GIRDER ITE W/ O.C. IOR TRUSS/JOIST 0 m 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS oO r SEE FRAMING WEEP SCREED o z 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)1 Odx3" @ 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"=V-0" S6 SEE TYP, 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS; FLOOR CONNECTION 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. o SIMPSON HETA20 w/ (8)10dx1 1/2" u' NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. (8)1 Od NAILS TO STUD PER STRAP 19 m SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. 01ze_w� DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1U-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ------------ •. dam.. CO (3) #5 CONT. ON 3" I 8" 1 V-8" 81, I CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. 1► - 15/37'OSB �I EXPOSURE 1 x II SHEATHING — � PROVIDE II BLOCKING AS REQUIRED PER IT I SECTION X-X IF NOT FULL HEIGHT SHEET C II II - II II JI = IL G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I T _T II F IIXPEI EXPOSUR � SHEATHING w II II II x SOLID 2x III C I I II II II I ALL 91 C SBLOCKINGHEATHING 0 EDGES (SEE rn III OPENING SECTION X-X III C III x JL_II �W II IIF x E W _ 2x STUDS III III II II II BEYOND, y I I I II I SEE PLAN o III III II II I I 0 rn II II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM \A/A1 1 r-1 r-\IATI^AI Ml A^r%A\■ 3/g„ "S" = NAIL s/e" SPACING 3l4° S 1/2"1/2" — r S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING Z I 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 VFRTIC_el BL.00KIN(: SECTION X-X rw� SFF �Off, N 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.) 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 Ys" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYs". 110 K OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O B NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z U. @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. to O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J w LL 0 M O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER aJ >_ 0 00 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. z t; m LL 1- @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL w 0 0 MEMBER IF GABLE END c c N LL NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131"X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8'. 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 1 (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 qo NiFR�0 NG SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 1V-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. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH 1 E Y •' CV ° "' -III-III-i I I -I I -IIIIIIII lIIIIIIII ��• ��I-III '' I III=III=1 (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 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 4'4 (2) 3 (2) (2) (1) LSTA30 (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 4 z @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION, V S6 N N N r o t o .r1 0 C N to N = O t C d d d ¢ c ".P. r CDa 0 c� • ; cc O sa c E acc 0 0- V E� Irsi� A 6 N � • Ot S 10 7�d//tilCEo1E4t4�e��� 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 'ItE I-O M 8. 5 c,0 a cc 0 Go M z5zS iJk LL v C u- 5 LL Q 6 � LL � S a 0 oC m ' cam_ o W J 2 ° Mz a ILW N OU L W ❑❑ V M c Z N c, z z Q Z a �V) 4 (6 111 w U Q A 0- 0 w g c� c w � t `I- a M M y o z z � E 0 E v w Z® oa U uo Om & aocD <$ z�° mZ°o wLL~�o; �z Fri 'o b2z >w CcoVc4n7 � goZ�o a°�w m oW �Fw J o = aQ �o �a c.y v 5 a F 03 .0 ` O12 = LO O rn C9 N N ^ :3N o LO N Y o a. ch m LO U- O r-, co .� ce) co C1*4 CDM N LO T O Q 4 T 00 N M Z E O 0 C n U J Q J JOB NO : 23-00508 SCALE : AS NOTED SHEET NO. S6 (MONO) - - r - —�-- s w I r` x 0 0 N S I N v+ 3 N N C 0- E E 2 yC J LZ 0 U i L) U `o a 0 c 01 a) fZ N N N 0 0 a N N N 0 Q -v a� v v� 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 r GLUED AND NAILED 2x� I DRAFT ST P 2x4 PT NOTCHED INTO \ ? c8 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 E FOR DRYWALL SPACING H SECTION VIEW SCALE: �' = 1'-0" VVALL SECTIO FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING -/-A a ALIGN THIS STUD WITH FACE OF 2ND RISER r M T -- --- 1-1 / >YP CUT TO FIT ' I \RS IN WALL I 2x12 SYP BEARS IN WALL I I 2x6 SYP / 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) FIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER r 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN -I' AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER � %� 2x4 BEHIND RISER i BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP —2x8 SYP DRYWALL STOP MUST ` NOT TOUCH STRINGERS I �- 2x4 BLOCKING FOR 2x12 C 2x4 PT UNDER 2x12 I ROVIDE MOISTURE ' \ PROTECTION / LIATTACH ALL COMPONENTS / STAIR TO CONC. W/ J" XTAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / GA - SECTION VIEW "C" SCALE: 1" = 1'-0" TOP OF / \ STRINGER � 1 1x4 GLUED AND NAILED TO STRINGER \ 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH I 1 STRINGERS G I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP PT NOTCHED INTO STRINGER (SIMPSON14)10d MTS12 w! D NAILED TO FLOOR WITH GLU AILS) S) x 1 1/2" N STRINGER CONTACT POINTS NAILS) N VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" PLYWOOD x SYP CUT TO FIT BEARS IN WALL x12 SYP of BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 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 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE---' AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" U 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) I L't2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS ALUED AND NAILED TO STRINGER i \ FOR DRYWALL SPACING — H E SECTION VIEW _ SCALE: �' = 1'-0" .irk ­2 P F 2x4 STC 2x4 OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 1-1 FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST \ PER CONTRACTOR El 7 (2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 t%16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = V-0" SCALE: 1" = 1'-0" ~� NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN F SECTION VIEW SCALE:" = 1'-0" EI OCKI NG SCALE: 1" = 1' 0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES JOINT TO )ISTS) H 2X BLII/ 2X STRING�R OCKING PSON MTS12 w/ 1 10d x 1 1/2"AILS I fi� \D OR 3 D 2X BLOCKING RISK I/ VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" y W Z i C7 � = A V N m �c �% c U.- o_ .n 5 o .N m o � i W >M c � �o a. v -, �-� v AP To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer s signature and seal. W EE Q p M V w W C N 0 � Co �Nb 4 4i LL C u. LL JLLLL ii a Z M Lu q °� a o7 0 9 7s o 5 -i6 N V7 0 Wr°n2piO' m Lu � NILL Z ¢ jJ- LW N r Z OU U - ❑ ❑ CD L N (7 z z o Q J — d � — N V) z (� w w g fN c w �V) C0 v map11' � is I � U o 0 c ¢ N � �Q s eo o w M M _ O Z Q � LL Z0 �� >N ¢R 0 CoEE V oLL z Z® oa F� t0 C C� 0 �z o 0U z N 0 ao 0z �� o 0. U m 0 0 Z m W o F '<Z �z 3 N �o WT3 ° w�w dz �2 �- �F 0 v w a0 zl< 0 3 0 c O = L0 DC O �• tT � co V O 04 cc U.) O Q oCL N N m CN O LO Ll-O � M Y CO M O CN N LO T' O Q N00 T m r CO r o Z E O E c a U Q JOB NO: 23-00508 SCALE : AS NOTED SHEET' NO. ST 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 114" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45n DIAGONAL BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B1 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS /2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT TO PRODUCT APPROVAL FOR CONN. — APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 P.T. tE (� 1 X 4 E FURRING 3-1/4 LONG X 3/16 0 FURRING 3/16" 0 X 3" LONG TAPCONS L FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON 16" O.C. & 4" @ 2X8 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 /2tt DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3116" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16° O.C. & 4" FROM EACH 1x4 ❑ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINt 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 �., M=A I I i /III nCTA II STAGGERED @ 12" O.C. i_1 /d" nPT011 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGst CC SCALE: N.T.S. SS 1/4" MAX 2'4" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 8d NAILS AT 8" O.C. AT BUCK (4)10d NAILS INTO 7/16" OSB 2 x 8 BRACE/ BLKG. ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4)10d NAILS INTO 2 x 8 BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - �1/4" MAX EMBEDMENT INTO K.) �F 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B-g ARCH DETAIL K SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK-(1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 RER (TYP.) STD. 90' HOOK (1 1/1 Lill +5n NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Yi' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 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 JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0" SJ i FILLED CELL PER FOUNDATION PLAN ♦ UNACCEPTABLE INSTALLTION ♦♦♦ DO NOT DO THIS ♦♦♦ e♦ A ♦♦e ♦e YP.) THE :S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW--L—V-J- CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) #5 REBAR (TYP,) ♦♦♦ ♦e 1♦ 4§TD. 90° HOOK (TYP.) 1♦ SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT 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.* GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. P LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWELROVIDE 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: — — * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT p— * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ o ° * 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 GRADE o. _ FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE `V REMAIN FREE OF MORTAR. : z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. g o 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 ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE " MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 16( 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 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 10 J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2k + �ENOTN + + + + + + + + + 2X4 SYP I 2 EACH TRUSS CONNECTOR JE-- 0 SEE LINTEL—' I/ III SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING —BLOCKING AS / + REQUIRED TO + + SUPPORT SOFFIT / CENTER SOFFIT - PRECAST LINTEL - SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS RFF CNFFT fly Amn SIMPSON HTT4 w/ (18)1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT P 3" MIN. EDGE DISTANCE RETROFIT FOR MIS- MSTAM STRAP SCALE::?v? - r cr Z O a U_ O W I— M U Q U) :@ FIRST COURSE 1e ee ee ♦e 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST WI FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT e <: a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN �; •; e. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 1 r-0rr 51-011 ° • �►;, ' #5 BAR ►' 1.0" i . ► D + V is , . CENTERED W/ g ►.:'° •. +� H IN TOP b ► a; KNOCKOUT/ N ° CHAIR BLOCK 7 MONO FOOTING I .' ►° SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .► •• DIRT ? z °•• ° ffTANDARD q e HOOK N #5 BAR IN FILLED CEL1. •, - v,•• V,, •• v ♦�, •• Vim,• Ve•• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' 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 ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N N r y W 0 o ig " C; m +% c "- o- _ <e o cr N G .,_ _ CV Y d CLS Ta i✓ > C G a. eo y �- r= A o 0 t 54F A r To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W vE 8 N N ��ppi O „4%, oo N co `�C 4 0 � Q C _j LL W ,n J u- _��_ <L CL f0. Z rev S Y o 0 W r-- W rR�T m ZN Q J co N OU U Z W ❑to Z N a z o V N M � / V V cry o ) � ' ' l ii`//TT{{VVVttS w M U 0U,g In c U 5 z� — J E L 8 = v o r~ a' Q °° • Q o z w 0! M ch J z a U_ E aN o E V wE � Z® od Z o E �z W0 < ` WZ i S w� <z w mo z -M s� Zzo W) m �� <� �� w =G o w` ;o 101 =1a �O 0 = E >� 0 qt rn cc � N CO N IOn Q 8 g '� o U)LO 'm N +-' 0 O h M Y cc M C) o o LO r Q N r bi E oo N z Z f E O a E U _j Q p JOB NO : 23-00508 SCALE : AS NOTED SHEET NO. SS 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 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 IT[ -k ITI 4 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — DIRECTION TYP. � � A CHORD AT ALL HAND FRAMED AREAS TYP. -----LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 1 EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE CV PORCH SILL 15 SCALE: N.T.S. AT 8'-0" MAX WOOD TRUSS :3€2 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) „k 2x8 #2 SPF RIDGE BEAM * * 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 2X4 CONT. AT--/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN r SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED I W/ (1) #5 EACH STEP 12" V a w 410 Z U PORCH SLAB SEE (L N FOUNDATION PLAN w U) Z (2) #5's CONT. T&B .. W/ #3 STIRRUPS AT N z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB 11 " 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. SEE ROHEOF PLAN SATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS ES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: N.T.S. HIP G.T WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION ------x------ 4" PORCH SLAB SEE FOUNDATION PLAN SEE PLAN EXTEND SLAB 1 1/2" �C (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" RADE cV Z ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE jzMASONRY PIER SEE FLOOR PLAN /" FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO 1 _ 1 1 1 MASONRY KNEE WALL MAX 3 = 1 1 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 1 z O w _I W W E, W Cn 1 1 w/(1)#5CON I I REQ'D @ MID 1 1 i T--- — ------- 1 1 11 1 1 I 1 1 1 1 1 1 1 T. FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED 1 1 MAX 3 SOLID. SEE ELEV. j COURSE FOR BASE SIZE (3) #5's EA. WAY I 1 p" 117 SLAB PORCH SLAB SEE O Ak LEVEL FOUNDATION PLAN TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID —SEE ELEV. FOR BLK HGT. —#5 REBAR CONT @ SLAB LEVEL —EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" (2) #5's CONT T&B w/ = z CONTRACTOR TO INSTALL SEE CUT MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" 11 All TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLr16 SCALE: N.T.S. SIMPSON LSTA18 W/ 12) 10d NAILS----------� ( ------ SIMPSON HUC410 w/ (14) � SEE PLAN CANT. CENTERED AT I I I I I I I 16d INTO HEADER & (6) FOR SPLIT TO TIE I I 10d INTO BEAM - SEE I I BEAMS TOGETHER I I I ROOF PLAN FOR MORE I I I I I I I 1 INFO 1 I SEE FLOOR PLAN FOR I I I I I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO I I REQ'D ONLY WHEN FOR COLUMN SIZE L — — — — — — — J I I I ___ ___ INDICATED ON BM. & ADDITIONAL INFO. — — — — — — — — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO OPTION C SC EDU E/PLANM COMMON BM. TO POST ATTACHMENT A EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE ROOF PLAN FOR BEAM SIZE & SCALE: N.T.S. CONNECTION INFO. BM. SPLICE OVER CENTER OF POST 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. 1 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22"'� SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR TOP-bF CAM I o I I I SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO �I COMMON BM. ATTACHMENT SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE WOOD WALL—\ OR TRUSS. 2X4 CONT. W/ (2) SEE PLAN 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d 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" = 1'-0" Y2" CDX PLYWOOD OR 3/16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED &POURED W/ (1) #5 EACH STEP _— .•., -. a •- . AG. a. --- — N Z GARAGE OR r LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ P 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 Y TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT e ° • A. d MAIN HOUSE n SLAB .4 Y a. (2) #5's CONT. T&B a e w/ #3 STIRRUPS AT a °I 4'-0" WHEN DEPTH I s ° EXCEEDS 30" a a d 1 I4n SECTION GARAGE MONO 21 SCALE: N.T.S. 13 N r d� � W Z E C' IZ 9 c = 9m>4 ,. u- a N 16 O — N C A Ol � d 9� N O � Q OC v •; m � 4P o N co T A a o. iii+w"I./ j, :• v Gjc��� �' ; 'HOC o • LOB. �v 09OFFSSIOt��W To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 I' o E Q O N 1p) V N a6p p M r'n"'o� a M v LL a I LL W J_j� � a Z —vm a �[ L C? — � 8 W A2°'°' m W Z N Z LL N Z OU W 00 z z � � � Q M N z C1 Q) o u- (DM 4-1 mw U OLU S V)ul c Y U m w — $ I 1 z� � � 0 o w M M U_ Q -.9 m Z =o Zo a ;z0 E V w� o�z® o a I.- M 20 U 00 _ 0. �~ U oQ zCOE f° W It <o <o wW Wro : w� 10 Z� z J 'r= aw 2 Z 8 1 a 0 o� 3° W CIO�� C dZ �w o w� >° a 25 UU 2O 0 = 12 L0 C1C O T � N N o .-. Q o 0 J N A o m pLL M•� 0 M Y -0 M 0 N LO r O Q N ,--- 00 O o m Z O a cc a a E a 0 _ a o 9 JOB NO: 23-00508 SCALE: AS NOTED SHEET NO. D1 (2)- 12d — GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO MASONRY WALL EXT. SHEATHING Q BELOW AND ALT. I FLUSH W/ TOP BLOCKING INFO SEE FOR 2 OF MASONRY & 8d I BLOCKING NAILS T/B FLANGE ° 1. APPLY SUB DETAILS ti' FLOOR + 2x STUDS ADHESIVE TO I 2x4 CONTACT SURFACE AA 2x4 #2 BLOCKING •o I11 NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FLOOR SYSTEM FRAMING PLAN FOR I -JOIST AT 48" O.C. SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS .... CORRECT BLOCKING w/ (3) 12d EA. END __________________________________________- o• ; ; G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. 1/2" GYP. BOARD OR BLOCKING (2) SIMPSON MSTAM36 STRAPS w/ (7) 10dlo EXTERIOR STRUCTURAL 1-1/8" RIM BOARD NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16') JOIST SEE PLAN ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE 2 8d NAILS @ 3" O.C. () WALL SHEATHING (2) 12d TOE NAILS TOP SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD NAILS (G.C. TO INSURE SOLID BLOCKING J AJS BLOCKING PANEL @ 24" IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER SEE SS FOR RETROFIT SEE R/S6 FOR CONNECTION IF MSTAM36 CONNECTION INFO TO CORNERS SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL E -10d TOE NAILS EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED REQ'D TYP —7 SIMPSON LSTA24 w/(18) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED OB 1 P. - 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END 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. A TOP PLATES C LENGTH ON STUDS W/ (11) 10d ( ) NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS HEADER/ STUDS (2) 2x HEADER SEE PLAN C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER o (2) 2x HEADER tD MIN 3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN j OE 5/8" A.B. @ 24" O.C. AND 6" FROM ( @ EXTERIOR HEADERS o EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. o AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x L 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE PRE-ENGINEERED F SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ 2 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF C B B C O SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 FLOOR SYSTEM H I�� .•, SILL (MAX. OPENING WIDTH 4 FEET). EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, JAMB CONDITION OR IF BUILT-UP 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (2) - 2 x4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"0.C. TO BE INSTALLED AT EACH END. F PLYWOOD ATTACHED PER 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL AT 16" O.C. U.N.O. . AT SCHEDULE (1) 2x SILL PLATE W/ (2) 12dTOENAILS (2) 2x HEADER G EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN E F TYP FSEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SIMPSON MSTAM36 W/ (7) TIE BEAM 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE 10d NAILS & (4) 1/4"x2 1/4" D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS o., 6' PROVIDE BLOCKING SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR 5 ATTACHED PER NAILING SCHEDULE HEADER CONN. @ 2nd FLOOR s FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. 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 ' 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 r9� 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] 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 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. SEE PLAN FOR CONN. ;IL(2) - 2x SPF TOP PLATE GIRDER/COL. CONN. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. E PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) COL. SIZE (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 SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. aC� GIRDER r7 SCALE: N.T.S. 2x4 STUDS PER PLAN • DOUBLE 2x4 TOP PLATE • 2 WS10d@ 3" 0/ �c PROVIDE 2x4 ON— / \' TOP OF 2x8 TO BLOCK OUT TOP Ile PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE JDOUBLE 2x8 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" 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 INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM 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 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUTSIC DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 / �I SYP U.N.O. I 2xCONT. T&B 2x CRIPPLES TO- MATCHJACK STUDS BELOW i (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. 1 1 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 A. N . 7__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) 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 MIN (3) 2x #2 SPF STUDS @ END OF HEADER V 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 �Zl2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. n. a N o � Uj Z °t :P, W -�mx r= a N 10 O i- in Y Q NCP C'cc 'd Spa 3 3 d (5 d A o I- Cj 0 RAJ 0VA U _ NO of w ��Gi.OF>c S S 10 N 111111111111111�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E 0 a 8 0 V N °p N ib Q -� LL W LL J LL d Z cmrn LL 0 Y 04 WinzpjO' m Z N N Z Q J z OU W 13 z z � g z o a a v LL J Cn �T�TVVCC w ° V 0 w g c NUl w m oo L V r z U'o N 0 Q 00 N tT • o z to M U_ z2 w r o Z Z S Ll.- o z > m a� aa E_a w� o� Z® � E �Z 0a Z z az .0 wz �� c C � mo oz z m w m F ¢ w z 8 o a z NW W m Q 0 F � _ z �� _8 o v ow. ;o a 0 3 > Ln Om 0 i N ^ :3 N o Ln N Cra ��_j m o Ln O Y M C)M N LO �. O Q W N r E (0 c CNr o Z Z C) a E U Q p JOB NO: 23-00508 SCALE : AS NOTED SHEET NO. D2 t•.ilii 05 t �-, a_� 11 71.f 1 q+r ��LTt 3 v x W 1 a v 0 0 N q g I icq 3 Q N N i E iu 2 L v y� J a� t� 0 3 _11- U a� IT- N N N S 0 a N N N v c Ci 0 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 T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 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 SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as# in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 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 NAILING FLANGE 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 BED - VINYL SHOWER PAN quOP_E_- WEATHER ✓E BARRIER & ;ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN - OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING 1'-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER MIR'N SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING r\ C2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER �- DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/a'-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or suBFLooR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied i horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 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 2 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 SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pP g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and PAPER TO EXTEND A MINIMUM 6" RELEASE D ESIVE AS SHOVM) POSE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings Ar, shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under , stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. -7 4.4.Conti nuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1AIL 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING XCH HERED FLASHING 5I1 2 4 W I co m Q �li I I I I ------ ----- =J F------------ ----- zl g a a - Wd j a PLASTER STOP m j W CONTINUOUS BACKER U ROD & SEALANT w w Q LU w �3: ° A U) a FOUNDATION WEEP SCREED �I-STRIP OF SAF 1-DRAINAGE PLANE WRB BOND BREAK WRB SF LATH }- WRAP DP WRB ONTO I THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE i THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. STRUCTURAL FRAMING / h STRUCTURAL SHEATHING STRIP OF SAF i - I ---- ---- !1 . DRAINAGE PLANE WRB 1 I I '1 . it � 1 BOND BREAK WRB 1 SF LATH _--------------- I 1E � I it I�______________ I I Cement _ ER STOP4 Plaster NUOUS BACKER ROD over block LANT 1 st floor NTITIOUS FINISH 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all _ O v W � a0. L O cc-- cam++ 2 A cc2- d E. O a cp ".3; cc ii m u � c.9 o-o 0 M O CV 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. a H a (a C m S �� co N 0 o J3 0 Q M R LL C r LL W a Z i -v 2 W t1�N u) O � o2�a, 0 Z LL W LO m J NZ a ZN OU W ❑❑ z N � z � z � Q U) a r to z U .2 '. +-, (� 1„ w A is U O w s N c= N � (a = U � � fj I z�w U � Q o W Z J 03 r< w B o io wz » o® E (.1 z oa C as oo Z � 92 o i= M aV mo Za° mJ F m. z g5 ZZola � c>C 2NWr W m rz o w <� =r zo of o tz 3 0 c O 2 12 ' ^ �+ / N L.L O rn N N CO N o N Q 0 m O LO �./ O ILL .Q � N O N LO r Q O N r E N 00 cfl z cc Z z E O EL E U � �? Q O JOB NO : 23-00508 SCALE : AS NOTED SHEET NO. WP1 FW'rl�/RR/C,,4NE Mounting Brackets 00 Gaugel 4-112' x 4-1, 2" x 2-12' See Anchor 5chedule Bolts 112" Dia, A325 GaFr. if JTyp.) o T ' 01A Self -[}tilling Screws AJC Urtit Bottom Edge • Hurricane Strap (Typical; 3 in front) Front Cross Support (May be cut to W) Lett Bracket (16 Gauge) It 14 Self -Drilling Screws Thru Brackets 8 Back Cross Support Into A/C Unit Bottom Side (T'ypicali 3 each side for hurricane use) Washers f Self -Locking Nuts *-Ii,. uutatLttun utswtxuns arc FN1nerJsx1 vid, uad, tiurtumc lu, 8za- Rae" Seai Delivering avallabie upon easiness ( tes, win apply) Sack Cross Support (May be cut to W) Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation PAW 1 d1 Building Codes and Standards 17115=1 Product Approval Application Detail .... ,:., e .... ...;.F ;T`.+:` �2:.--n��`�i'�'..4,�:�;�.'_ � .r .:'.Uu. 1pT�..:' N .a�'"�..5� - i�.. ?A>5�.... .b "_`"-. : ....» C': 4^..u,S v�°i.. S"': :.". Si 5�:;^-. .ie ��^•`.L:�. .. ... S99! snow or 291 Do gate PwMna M& Type ygatag anluf>tAuw CDMa6 lndnaeralJcnMa Validated By ValdMtff submitted FBCAmroval Agana man Affiendion 2020 Smart Vent Products, Inc MMW Graham Harmes F. Naero P.E Lmke Bween P.E. 12/te2020 12M 21120 12/2&=20 Approved "Isson: 8lrudda Componema (077)441-8368 PE-73TIB (334)300-1800 Subcategory products litroducedase Rsarita into@mtprhentcom New Tedrnokgy Cermpllann Method Evaluation Report tom a Florida Registered Architect ora Limeed Florida professional Engineer F6A66?2•R8 heAms4s 629e Product Mod. Numhrerlerm4 Ordhv Asmtram4 rr>a1Latl.Ea at Anuroved for use Aeerovd In HvHI! for use shot{ outsm HUM 8seseed latsdm P,,- 1 &-"Vend Made IM540-510 Duo: F...,b n Flood and VemBatim Vent 1213I2023 Yea Yes WA .10OL 100 2 Smenvomt Modal M1540.511 Duel Fune6m Flood and VantReflon Vent 12/312023 Yea Yes N/A Hoof 100 3 amenVdrt Model#1540-520 nada:ed Flood Vent 121J72023 Yes Yes N/A •70DL1oo 4 SmanVent Model#1540-521 In dal ad Flood Vow 121312023 Yes Yes N)A .100L/00 5 SmanVent Modela1540-524 18&qual; Dense. Door Road Vent 121512(123 Yes Yes N/A N/A 6 SmartVenl Mdel#1540,570 Woad WModllneulatotl FoVert 12Jbif2023 Yes Yes WA .100k IDo SmzrtVent Model a1540.574 14.5&qud: Ohmage Dow Fkod Vent 12/312023 Yea Yet N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Poet irl 1n4W21 Rio 20 Date Pending lies version, Mam&acduu[ Ce01ffi F.mesaeraUrarna Validated Sir Yffi(tlMae Submigsg tEsanshi1YL EgapIIMi $taint R-mion 2020 Dread Metals. inc. Jason 8humah. Zachary R. P4eto Looks Borden P.E. OWIGM20 08A92020 0&202ozo 1011312020 APMoMd Category; Roofing r5D21303.1011 PE-74021 (3341 300-1800 SubCMogory: Moral Roping Isnumeteraaezmet.rom Campealrc4 Method: Etaluallce Report from a Florida Registered Architect or a Lcensed. Florida Prdesslona Enaneer P1A17871.Fla ►rnArds OuaiRv AamsmKo ADprovd for Use Anerovedlia Use lmow PgeMm Esa a Rodrt Yodtl. Nwrb4r w Marta Product Deacnodon Coub Omlretion Dap IO.HM Outside NVN2 $3ggLe i prerel Mmel Roofing SY5ern s DMC LOONS, DMC 15088, OMC 175S OMC 2008, 12nl2025 Yes No NIA ++07-180 DMC 5V Florida Department of Business& Professional Regulation Bullding Codes and Standards Product Approval Application Detail page 2 of 125rm22 VV o-eiA�.. . %sae FGfilt9[ f Jaen Date Pendlno Toe Version Manufacturer contact Engineer& License Validated By validated Submitted FISC Approval Approved Status Revision 20M Therms-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P. E Ryan King, P.E 04M52021 t2r31r2020 04222021 0SAAr1021 Approved Category: Exterior Doors (S00) B43-7026 PE-03409 (813) 767-6565 SuraCdirgary: Swinging Exton., Door Assembles x)asperson@lhermat-co Cam prelim Method: Evaluation Report from a m Florida Registered Architect or a Licensed Florin Professbnel Engineer FL02D4694t6 products See 6 Prffiuct Model. Number or Name Duallw Assursmee J gig g COMraet E-1ra11an Date Approwdfar Lim AoprevadforUm in HVHZ 2mWili HVHZ fMgeert Resistant Design Pressure, 1 a. Therrrn-Tm Fiber-C T and Smooth -Star Nominal 8&M39;8 &quotlmpactliquot Opaque 12131r= No Yea Yes NIA Composite Edge Fiberglass Single Door (I nsW ng/Outr w g; X Configuration) 2 b. Them -TN Fiber- Classic antl Srno .Star Nominal MA391,8 &quotlopectilquot Opaque 1213lr2022 No Yes Yes WA Composite Edge Fiberglass Single Door with Sdel sets) QnsWnglOutswing; XO, OXor OXO -nfigurations) 3 c. Therms-Tru Fiber -Classic and Smooth-SWr Nomina 68M39,B &quotirrpact8quat Opaque 12131/2022 No Yes Yes WA Composite Edge Fiberglass Double D-r Wm or Without Sidelites Onswirg/Ouhwing: XXor OXXO configurations) 4 d. Them-Tru Fiber -Classic and Smooth -Star Nominal M3 ,0 ua ct& uat Opaque 12131=22 a al 8& q No Yee Yes WA Composite Edge Fibergl ss Single Door nsw /Outs ' X configuration) ( fig '9,0 9 ) 5 e. Tharrro•Tru Fiber•CMssic and Smooth -Star Nominal B&M3Q0 8quotlrtpact8glwt Opaque 127312022 No Yea Vas NIA Composite Edge Fiberglass Single Door with add te(s) OnsW ng/Out.W rg; XO. OX or OXO -mfiguraflons) 6 fTherma-Tru Fiba-Clack and Smooth -Star Nominal S&A39,08quatlmpaclSquot Opaque 12131/2022 No yes Yes WA Composite Edge Fiberglass Double Door Win or WMoi t Sdelees (Inemilg/Ouawing; XX a OXXO configurations) 7 g. ThereTru Fiber-CiBeSc and Snowh-Star Nominal 88930,8 &quetlnpact&quot Glazed 12/3lr= No Yes Yes WA Composite Edge Fbergiew Single Door (Inaurlgmuhwilg. X canfiguratim) 8 h. ThermaTM fiber.0 assic and Smootli-Shr Nominal 6&M39,8 8quotl mlpaet 4ulit Glazed 12131f2022 No Yes Yes N/A Composite Edge Fbwglaw Single Door with Sidelte(s) Onsw ral/outsW ng; XO, OXor OXO configurations) 9 1 Therma-Tru Fiber -Classic arid Smooth -Star Nominal S&M,,8 &quotlmpact&quot Glazed 12/312022 No Yes Yes WA Composite Edge Fiberglass Double Door Wth or without Sidelites OrruMrg/Ouroxing; XXor OXXO configurations) 10 1. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&039;0 8quotlmpaclAquot Glazed 12/3112022 No Yes Yes N/A Composite Edge Fiberglass Single Door (I nsW ngJOuMwrlg; X configuration) 11 K Therms7m Fiber -Classic and Smooth -Star Nominal S&M3RO 8quotimpactIquot Glazed 12/31r= No Yes Yes N/A Composite Edge Fiberglass Slagle Door with S ololte(s) OnmrglOutavAng; XO, OX. OXO -nf 1prabons) 12 I. Therms-Tru Fiber -Classic and Shlooth-Sir Nominal SS039;0 &quotlnpiect&quok Glazed 12131r= No Yes Yes WA Composite Edge Fberglass Double Door with or Without Sideltea (IrssW ng/Outswing; XX or OXXO configurations) 13 m Them-Tru Fiber -Classic and Smooth -Star Nominal 8BM30;8 &quotlmpact&goot Glazed Molded 121312022 No Yes Yea WA Open Composite Edge Fiberglass Single Door (InsvirglOutswig; Xconfiguradon) 14 n. The-Tru Fiber -Classic and Smooth -Star Nominal 5&M39S Ilquotlnpad8quot Glazed Molded 12011 2 No Yes Yes WA Open Composite Edge Fibe lase Single Door YOM Pa eii dig g 9 Glazed MoMed Open Sldelite InaW lOutsW -. Molded PI s () ( rig rig. xo; ox or oxo-fgaraepna) 15 0. Theron-Tru Fiber-CMssic and Smootri Nominal ro&MS 8qu0tImps0t&gU0t Glazed Molded 12t312022 No Yes Yes N/A Open Composite Edge Fiberglass Double Door with a without G lazed Molded Open Sideites (I nexirgiOutswig: XXor OXXO configurations) 18 p. Thor-Tru Fiber -Classic and SmoothSbr Nominal 88039;8 &q timpacf&quot, Opaque 1213lr2= No Yes Ys WA Composite Edge FiberglasB Single Door with Molded Open SMelite(s) (InsWng/Outswng: XO, OX or OXO configurations) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominai BBM39;8aquatI ripactili Opaque 12131/= No Yea Yes N/A Composite Edge Fiberglass Double Door with or without Glazed Molded Open Sidelitss (I nsWrg/Outswslg; XX or OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 1 1000L _. ..�. vi ,'^: .A -sue � .._#�_� ., � . .:- k.� : .. .N•,=-: .S _ _ e. ''4 �1S„ - - . -__ - [sofa Enlay w RNA 291 Cta.Panel- me Mtn y,Mgtm Menufmiura contact 6lmllser&ucerrst VaMatd av y i submitted FOC A-roval Approved Rewmon 2020 PGTlnduari- Jme Fir -well Merd-Dade BCCO-CER nkimFDede 13CCO-VAL ti/192D20 ID262020 1124/2020 /ppro+sd Ca.gory: Ex:dw Doors (941) 486.0100 (786) 315-2590 Subcategory Slksng Exterior Door A..mbles JroawsM�pp6ntluahiea.c Camrilill a Method: Coruscation Me,x or Listing an F10251-R31Proarls Quality Assurance Aoerovd for Use Aucrovdfor Una laid Well Jta.@ Prrduct YWill Nurbara Mama Rodel Dhsarletim r...«rad Emirdlm Ora )m NVXZ Outside HVHZ assistant pressure pressure 9 9005570 (Large Meath Impad) vkv & Me (lase Door O41142021 Yes Yoh Yes WA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET ,, As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval numbers on the building components listed below it they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description tion Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm IFL20461.1 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON4MPACT) +67,0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 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 800018100/8200 #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 inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 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 +60e0/-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 10120 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie BuildingProd. Cem lank La Siding and HardiePiank L Siding P P 9 Lap 9 FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soli FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NiA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NiA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 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 Boras Tile Saxony 900 FL7849.16 - FL7849r20 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 MIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12131/2 022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MITek Industries, Inc. Truss Plates FL2197,1 FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 MIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 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 Building Codes and Standards Product Approval Application Detail Ssde Entity W ➢ate jig Verson Vianu(ggiyter Contact ErMineer&Llcelt9e Validated By Valli egy¢lutgdg roved Revision 2020 Thera-Tru Corporation Steve Jasperson Lyndon F. Schmidt P.E.Ryan J. King, P.E. 07I23/2020 07/122020 07{7a1020 Category: E:aarbr Doors (800) 843.7628 PE-43409 (813) 767Z6W SulaCletegory. Swinging Exterior Door Assembles sJsspersonathemtm.- compliance Maelod: Evaluation Report from a in Florida Registered Architect "a Licensed Florida Professional Engineer FILA204711i Products, guiw Aaaur= Approved for UMSoo d Product Mallet. Numberar Name Product Description Contract Expiration Data in HVHZ Uumide 1 a. Them-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;86quotlmpact8quol; Opaque 12I31P2022 Yes Y Composite Edge Fiberglase Single Door (In"n21Out&Mn9; X -figuration) 2 b. Thera-Tm Fiber -Classic and Smooth -Star Nominal 88M39;88quot:hroact&quot Opaque 12131/2022 Yes Y Composite Edge Fiberglass Single Door Wth .SldelluH s) OnsW ngrOutsW fig: XO, OX or OXO. configurations) 3 c. Therma-Tru Flaer-Clasalc and SmootMStsr Nominal 6&M39;8 IlquoOmpad8quat Opaque 12/31/2022 Yes Yes / Composite Edge Fiberglass Double Door with or Wthout Sideltes (IrlaMngJOuRlMng; XXor OxXo -Migura8ons) 4 d. Thermo•Tru Fiber -Classic and Smacth•5ter Nominal 6&#M;0 aquotlrmpad8quot Opaque 1 Wit 2022 Yes Yea Composite Edge Fiberglass Single Door On"ing/Oumwirg; X configuration) 5 e. Thar-J. Fiber -Classic and SlrmthSter Nominal S&M30.0 &quotimpoct&quot Opaque 12J312022 Yes Yes Composite Eta Fiberglass Single Door with Sidelte(s) 6nsvAnglOirtewing; XO. OX a OXO -rfigurations) 6 f. Trlerma-Tru Fiber•Clasaic and Snlowh-Star Nominal 8&P739;08qu atlmpad8quot Opaque I2JL312022 Yes Yes Composite Edge Fiberglass Double Door With or without Sidelitee (InsimnglOutomng: XXor OXXO -nfigurob.ns) 7 g. Therma-Tru Fiber-Clossic and Smooth-Suir Nomma l 6&M3$88quotlmpectliquot Glazed I2r3l t= Yes Yes Composite Edge Fiberglass Single Door (InawinglOutswing; X configuration) 8 h.Therms-Tru Fiber-Classicand 6trootilStar Nominal 6&M3.S Squattmpact8,quo; Glazed 12J31J2022 Yes Yes Composite Edge Fiberglass Single Door with Sidelta(s) (IreWng/Outsaing; XO, OX at OXO configurations) 9 i. Ttwrma-Tru Fiber -Classic and Smooth -Star Nominal 601,09:8 &quot:lmpact&quot Glazed 17J31 r= Yes Yes Peel d3 1252022 t Yes WA Yea WA Yes WA Yes WA Yes WA Composite Edge Fiberglass Double Duw Wm or Wthout Satellites (IrleMnglOutsviiing; XX or OXXO configuratons) 10 J. Therms Tru Fiber-Cloesic and Smooth -Star Nominal 8&M39;0 8quctlmpaU&quot; Glazed 12J312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door fire WOutswing; X configuration) 11 k. Therma-Tru F6er.Classic and SmoothStar Nominal ase390 8quotlmpactd quot Glazed 12t312022 Yes Yes Ye, WA Composite Edge Fiberglass Single Door Wm Sldelte(s) 0mvunglOuraiong; XO, OX or OXO confiaurabons) 12 I. Thernso-Tru Fiber-Cbssic and SnroothStar Nominal 8&M3;O 6quoklmpad&quok Glued 1213lr= Yes Yes Yes WA Composite Edge Fiberglass Double Door With or Without Sidelites (hroM lg/OutaWrq; XX or 0XK0 configurations) 13 m. Thenm•Tru Fitter -Classic and Smooth -Star Nominal 6&1391,8 8qu0tlrnp2ct&quot Opaque 1201 r= Yes Yes Yes WA Compost- Edge Fiberglass Single Door % tin &quotNors-Irrpadaqua; Sideltts(s) (Ins mng/Cutieving; XO, OX or OXO confgurabons) 14 h. Therma.Tru Fltner-Cloak and 5mooin.Sfar Nominal Sillil 8 &quotlmpiecaquat Opa(- 123 r= Yes Yes Yes WA Composite Edge FiberglassDouble Doavilth &quotNc*lmpact&qua; Sidelites(InsWngfOutsWng; Oxxo configuration) 15 o. Thera-Tru Fiber-Cloasic and SnbotrStar Nominal 8&M39;0 Squot:impact&quot; Opaque 12t31P2022 Yea Yes Yea WA Composite Edge Fiberglass Single Door with 8,quotNon-Impactilquot Sidelibe(a) Q nswirg/OutaW ng; XO, OX or oxo coniigurerions) 18 p. Therms-Tru Flber-Clessle and Stroed"tar Nam no l 8&M390 &9Uck lmpad&quot Opaque 12J312D22 Yes Yes Yes N7A -amposte Edge Fiberglass Doubts Dow with &quotNon-hrip®d8quot Saelltea (InmAingfputawing; OXXO configuration) erFib-Classic q. Thms-Tru FibClassic and SmoothSYar Nominal 68sW88que ;Non-Impad&quot Opaque I2J31 r= Yes Yes No WA Composite Edge Fiberglass Single Doer (Insier /Outawing; X configuration) 18 r. Therms-Tru Fber-Classic and Smooth -Star Nominal U01*8 8quot hlon-Impad liquot Opaque 12J31 rm Yes Yes No WA Composite Edge Fiberglass Single Door wth Sideite(s) prmwingrOubWng, XO, OX or OXO configurations) 19 s Therma-Tru Fiber -Classic and SrlloothSmr Nominal 6&M39;88gatetNon-Impad&grmt Opaque 120 QW Yes Yes No WA Composhe Edge Fiberglass Double Doer wMh or Wthout Sideiites (ImeMng/Outswing, XX or OXXO configurations) 2.0 t Tilers-Tru Fiber -Classic and Smooth -Star Nominal 8&M390 &quothlon-ImPaG&quat Opaque 12l3lt= Yes Yes No WA Composite Edge Fiberglass Single Dow (InaWrig/Ouhnving; X configuration) 21 u. Themla-Tru Fiber -Classic and Smooth -Star Nomina188M3 .0 &quotNon-Impact&qurot Opaque 121 ir= Yes Yes No WA Composite Edge Fiberglass Single Door %idi 3idelite(s) (InsWnglOutaWng: XO, OX a OXO conflaurabonal 22 v. Theme-Tru Fiber -a eicand Smooth -Star Nominal 8Sp99;08quotNo lrpad&quct Opaque 1213lr= Yea Yes No N/A Composite Edge Fiberglass Double Door Wth or Wthout Sidelite, Il eminiourtewing; XXcr OXXO configurations) 23 w. Thera-Tru Fiba-Classic and &nvoBrStar Nominal 8&Mili li quotNon-Invadaquot Glued 12131/2022 Yes Yea No N/A Composite Edge Fiberglas, Single Door (InsWng/Outowi g; Xconfiguration) 24 x Therma-Tru Fiber -Classic and SnmothStar Nominal 88rM .6 MuotNaH lrryalSquot Glazed 1213lr= Yes Yes No WA Composite Edge Fiberglass Single Door Wm Sidelbs(s) QnsW ng/OutaW ng; XA: OX a OXO configurations) 25 y. Theme-Tru Fiber -Classic and Sm loth.3ar Nominal 68MM;8 &quotNon-Imind&quot Glazed 121312022 Yas Yes No WA Composite Edge Fiberglass Double Door Will or Wthout Sidelines (IrrsWng(Oute Mng; XXor OXXO configurations) 26 z. Therms-Tru Fiber -Classic and Smoom-Star Nomin2188N3B;0&quetNdt.Impal&quot; Glazed 12J3l2022 Yes Yes No WA Composts Edge Fiberglass Single Door gnsWrg/outswng; Xconfiguration) 27 m. Thermo-Tru Fiber -Cheek: and S...thSYar Nominal 88M39:08quotl4on-Irryactilquot Glazed 12131/2022 Yes Yes No WA Composite Edga Fiberglass Single Door wRh Si=9(s) Qnswrg/Outs.4ral XO, OXa OxO configurations) 28 A Therma-Tru Fber-Classic and Smooth -Star Nominal 8&M38;0 &quotNar-Impact8quot Glazed 12/3112= Yes Yes No WA Composite Edge Fiberglass Double Dow Wth or Without Sidelites (IrwMng/OubpMng; )O(m OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pose 1 a 2 1 ar2021 .. 4�{�', ..2`'%`,c .>:>"� y `�- ���-�, >' �s-.. .;;. �... .":'L w" 3'Z`-�-'� '�?�1�•�.� i. .�'l�._ f�.s. .'-'�� � u _ ».� �s� 4�:..� - . - - �_"S ,:r. angry or "1 Rig! Gee P-1. 20 IYga Yanueso contact EnotraraLicense, VaadalodBr alb FSCAmroval Aid ) Runh- 2020 MI YAndoes and Doors ers" annex Luis Roberto Lama Steven M. Unch PE 1098/2020 10d82o20 l(V1au2020 20 12/1520 Approud Caepoy: Extdor Doors (717) 365-3300 PE-W514 (71T)317-Mil "CategaW. Siding Exterior Doa AssmMhs ba0inpremlwd.com Compliance Method Evaluation Report tan a Flo:Ma Raglraered Ardhtsct ore Ucrosod Flomde Frafesslonel Engineer FIa1sS34.Ra Produala rrjaaM Assurance AOgfowdforUss AOgovd for Lin Imm )gam Eaa a Product Model. Number or Namit Product,Describesp Contract exmraoal Rode In HWZ out" N1RIZ Rodaus01 Pressure 1 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SGD OXO 1MI122024 No Yas No WA 145.3/4&qudx80&quot: NON -REINFORCED 2 SERIES 42DALUMINUM SGO SERIES 420 ALUMINUM SGD OX XO.XX 12/312024 No Yin No WA 98&grd;x80SWd; NON -REINFORCED 3 8ERIE9420ALUMINUMSGDREINFORCED SERIES 420ALUMINUMSGO REINFORCED OXO 12/31/2024 No Yes No WA 14&3/4aqudx06&qud; 4 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINVMOGD REINFORCED OX 17J312024 No Yes No WA xO. )0(9%quox964001; GO 5 SERIES 420 ALUMINUM SREINFORCED SERIES 420ALUMINUMS00, REINFORCED XXX 12r512024 No Yes No WA 143&4ml:x96&wot. Florida Department of Business & Professional Regulation Pages as Building Codes and Standards ll%ml Product Approval Application Detail PPr � ..-.�Xt�z�X'��oy-fie �r?.�>'e.,u �)*•`�;k-7Y-.1-".c'�� � t^... Sat Error Jaye ➢3a Oat, Flandina life ]lest version Manufacturer Conrad Endnw is LJgM ValMYad av ydtgdad Subnl cod F13C Amroval Aperovea J ReMekrl 2D20 Wayne -Doe.,. Otis/ -or Overheso Or Dwryna Kanlsh John E. Swtes Jersey P. Arneson. P.E. iD1122D20 092&2020 10=020 12i542020 ApProued Corporation (33D)763.8121 PE-51737 (904)821-5200 Caegory: &led. Doan die mishe"ime-dalim.c Subcategory: Sestlarat EYterbr Door Aaaembilea an Compliance Mashed! Evaluation A port from a Filings RegleterodArMited a a Ucnsed Florida FtOSMS-= Prcrssalond Engineer ProduW it" Raraxt Yodhl MLabmawms Predict 0sr1�1 contactemralOn Ame..e for Use AmroM for Use Date In, HVHZ Outside HVHz Ig�.i a J� gMWf1 3 8000BiD1V820051105 S&s39; Alex 1rIdtn. 1481199; Max height. Glezlng 1213irM3 No Yes Yea +31.00/-35.00 AWAble In top a Inbimdlate aedkn 10 800MIO0/820001123 1664140. Max width, 148M8S: Max height. Dealing 12/312023 No Yes Yes 130.00/-33.50 anilable In top or intednediMe sodkn. 11 80001161 OM20001124 15e4O9Ma width. 14M9, Max height. Gazing 121312023 No Yes Yes .34.40L36.30 available In top or intermediate slict1w Florida Department of Business & Professional Regulation Paw l oil Building Codes and Standards I8rJt12l Product Approval Application Detail -_ --''yNp.."' 4,,"a,,:.a';,�s--�'X _ ,t._?:,.- I �..r •�-- fir- _ _ s Sd9! EnM or Jule Da Daa Pwdrn AU I= lion mamdffino[ contact Enohar&Llrsue Validated IN Validated SUbrai ed ERGAmroel gyred atyY1 RBMmen 2020 Canes ClyloonotAADG, Inc Tom Relay UL LLC Troy Bishop. P.E. 12M Or= 17AI2020 12212020 App-d! Causal. Exterior Doors (641 t 494-2813 054) 247-OWO SM utiOasgaExterior Door Components tar.raaeye-abloy- Compliance Method CorMaeon Mad a Lhalg in, FLIn1357412 Products OrMIM Amrates AborotmdforUss Actrovod for Use Impact Design 1291 Product Dhaalaion Sri In HVHZ 911111iliaLffim Resistant prosou. 1sA7. 707 1 , 72T, 747 757. 777, and 847 Single and Peas d Flush. Glared, and LoWaed single and as" of 121312025 Yin Y. Yes WA Doors hollw meta doors. Florida Department of Business & Professional Regulation Buiking Codes and Standards, Product Approval Application Detail Pagel d2 3 -dk" .. ..� ...:.. X3 r. rv+-�' >.2>.3"�_' r,.�-' ., a; ,.3. ..... .. ...... .. .� ._. rr. _ -,:s ..t ✓ s.1+. _.. .»sr _ r_�s�, . .. . Code 1&" 0*0 0d4 Data Pending: t a�1a Validated av FBC Amrova dpggveld alldlt ReMslon 2020 MI Wind( and Doors Brent eltlinger Amencan Architectural Steven M. Urkh, PE 1 V172D20 111172020 1127/2020 Approved Category: Wned" C71 7) 365-3300 Menufmtwars Association (717)317-B454 SubCa sory: Single Hung bstlngr®m•cdeom Complleas MMhod: CmHovoe Mark or users Quality Assnreroe atq)( React Yodm, raarbuorNana Caload F.1ml - Date Amreved fw Ilse Amrnvee m HVHZ Outside /w six HVHZ )� 1� Pleasure 2 185 SH 52x72 FRURenge Frame IG/SG Single Hung 1 off[& 23 No Yee No WOISO Laminated Glass N O O U N a O 2 .� Cc -0 � Cn CD 0 0 Cn 0 0 !� 0 O U_ O .cn -a Cn E 0- O IN L `V -0 .� /49/-0�0i VJ Q_ Q Q Z Z W J Cn E 4­0 n, W z Cn CIO > L L O �/J� L U O L� n' W -4--a L) CV aaaa•d O Lee. W Q W z aJ z Q J SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation P.D. a of 9 Florida Department of Business & Professional Regulation Pass 1 art Florida Dope drinent of Business & Professional Regulation pasil at Florida Department of Business & Professional Regulation pastel r2 Building Codes and Standards M252022 Building Codes and Standards 16=1 Building Codes and Standards Building Codes and Standards &2021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail WWWO Z "a-, WIT "IFF 440 Elft Entitle or 112W CM Pending 20 lag Version Manufacturer Coined Engineer & License Validated By Validated Submitted FIBC Agairovel Approved status Qwk Enfitor or 211 21, Cat, Pend- light amlity or on# Pension "dill Entity a 211U. An Date Pending gla& Ravisi­ 20M Ther-To. Corporation Sea- J..P.- Lyrdon F Schmidt R E Ryan J� King.. P.E. 10107=1 0911ar-ID21 1W3r2021 12r15r2= Apprvd TIM V"M manufwwrff Contra Inalnew 9 License Validated IW Validated submitted F&C Ancroval Approanal 111111311 MON. vanslort Mandd.- Cgal License VMdMd lb Subromad FRIC Ancraval A,,rwd status Varcon Manufacturer Contact Validated are Y,19",d Auk%= FRIC Abonaval Category: 5ftrior Doors (800) 843-7628 PE-43409 (813) 767Z555 Affimr.IW 2D20 PGT Industries Jan. R-.dl iftro+Dude KCO - CER M6n+Dd. BWO - VAL I 1MIZDM 1110NM20 1111trA20 Approved RaAsion 2020 MI Wirdovs and Dean Brent Shrimper American Architectural Stirren Id Unch PE 1010ar= 101011=20 iums=20 Appeoued P.14sk'n 2020 MI Wod- and D- W.1311inger Arrostican Architectural Steven kil. Urich, PE 11 f2 Zr2m 1112212= it 20 AppraAd Subcategory: Swngi ng E�tanor Door Assemblies ejaspinso*thermatru.co Category: Woo- (941)08-0100 (706) 315,2590 jr.wskitilpsifingkisai.og Category. "dows Wirt 351-3300 Manufocturans A-iston f?I7)3IT4A54 Category mordows Woufttuorer, A-M. (71_1)317�8454 4110__ "Carlogior1r. Rhood bsMingeeirl-d- Compliance Method: Evaluation Report from a no Florida Registered Architect or a Licensed Florida SuliCalagay: Engine Hung Comiall- Method: Central. Mark or Listing Orn SWCeasidFir. HUIZOntAl Slidler Compliance MOMO&' Carlificallon Me* or Listing b0higsoillookad.com Cnipliance Mth.,k Certification Mark �Liseing Professiorel Engineer PLININAMP, F.LKMi4t7 Products cuss, Mattraince AcibravadforUit, A-viedifol larleact usage, Quality Assurance Approwill"Use Amoved for Use Impact Design Anons-cl for Us, Quality Assurance Approved for Use &2==LW.WW JMM 2it" AMA In, HVHZ Quitatch, gmia3ri I, WKE outside am Resistant larsissure INA Product Model, Munger or Nam Product Describes In HVKZ 'fain Sag X 1 Product Model. NuM bar or Name & Themnel-Tru Fiber -Classic and Smooth -Star Product Description Contract Exploration Date in Nominal 6&#39:8 iliquot;Non-Irrip"quot Opaque 121311= HVHZ No Outside HVHZ Yes flisvilstard No pressure N/A 2 SM5500 (Large Mass. in,pd) Viny &last. Hung Wnd­ 07130r,025 Yes Y., Y. KIA 11.og. r-. 73.62 le-lided GIs. 02JI M024 No Yes No -M-55 185 PW 73 k 72 riauluted Gaa. 04/OSM23 No Y Composite Edge Fiberg lam Sirale Dow wj lins,sing/Outswing; X configuration) CD C= 2 b. ThenroarTnu Fiber -Classic and Smooth -Star Nominal 6du13g,,S itcluotNon-IrripacAquot Opaque 12*112022 Composite Edge Fiberglass Single Door No Yes No WA =0 with Sidelita(s) (InswingiOubpaing; XO, OX a OXO cv, -fig-li... cc a a Therma-Tru Fiber.Clessit and Smooth-Ster Nominal B&gW;S 8quattNan-ImpActBiquot, Cp"ue 1213112M FiberStass Composite Edge Doubts Doorwith No yes No NIA or WthoutSidelite.(IrwohnglOutsMng:)(XorO)(XO CO C-A oonfiguratiormi) _0% 4 d. Thermas-Tru Fiber-Clamic and Sfrooth-Star Nominal 70*0 SquickNon-Impact6quot; Opaque 12/3112022 No Yes No WA Composite Edge Fiberglass Sirga Door (Inewng/Outs,ving; X configurartw) 5 a Themne-Tru Rber-Clasalo and Smooth -Star Nominal 7&#39,0 liquatNon-Impact8quot; Opaque 12MV2022 Composite Edge Fiberglass Single Door No Yes No MIA az with Sicelite(s) Onsvvinj#Outsviing, XO, OX or OXO o) CD cr_ 0 6 1. Themos-Tru FlIber-Classlo and Smocti-Slar ocurfiiguraWns) Nornhal 8&#W;O &quoNo-I mpactlquot: Opaque 1213112022 No Yes No NIA Florida Department of Buslifiess & Professional Regulation P.9.1al Florida Department of Business & Professional Regulation par I al Florida Departrifierill of Business & Professional Regulation C�omposjte Edge Fiberglass Single Door Building Codes and Startle rds Building Codes and Standards 16=1 Building Codes and Standards 1= 7 a, Therme-Tru Fiber-Clialsic and Smooth -Star onsy,inginOutsving; X cortfiguration) Nominal U#39;0 &(AuotNon-I mpad&qvok Opaque 1213112= P40 Yes No NIA W to Composite Edge Filborglau Single Door vvith Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CIL. Sidelfte(e) OnsroingtOutswing; XO, OX or CXO I= C) configuradi.n.) 8 h ThermsTru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quottlMon-I mpactlLquok Opaque Iwir= Yes No NIA Cornposills Edge Fiberglass Double Door With or w1h,outSidalfiess (IrevAng/Ountisving; XXor OXXO ago 299 Dig Gaza Postal- raft Entity or go a" 139, lasnall. 299 Qft Entler or 2" 2" Date lawndma CD conligurartans) mm venson Manufacturer corilad V.11".d I)v Validded Sudingbind FBQ A-mond Agjam'M Version manufacturer certIm End-,& Ll - ans - Validated by V,11deud Submitted P13C Aco-I A,,r-W awn mm vershort woulacturar cooled Endineer&l.hianst Validated By villaod Submitted MAD11111011,1111 Approved a I I-at's 9 i. Thermult-Im Filber-Clessic and Smooth -Star Nortninal 5030;8 Ovot:14on-I mpad&quct, Glazed 12131a022 No Yet No NIA Annotation 2D20 PGT Irwelustries, Jans; R ... vlaro&Dsa RCCD- CliR sAami-DadeSCCO-VAL 1 1,05M20 1105=20 111111/Z020 Apbrod R.M.O. 2020 No Wnd� and Doers Beent SIt1"w Luis R I-.. PE St-, R Lkih, Pg 10008=20 IOMOM20 wiW020 i2115=20 Approved Afflionstion 2020 PGTIrdustrs, Jens R...Vd AN..*Dft SCC0 - CER helrri-Dde BCCO - VAL 1 IM/2020 ilnfiwx 1ItlIrA20 Approwed Composite Edge Flberglusrs� Single Door C4t.WW Wod- (941) 486-0100 (78S)315-25W category Winds- (717) 365-3300 PE-62514 (717) 317-M4 Catieceir Nodwas, (941) 48MiOD (786) 315-25N Ons�itinglOutevang; X configuration) SbCatg.,in. Fl�.d Itosovskillipondusurfies a subemovrr. muso,a afflingeranowd.corn sollbCahearr. Will- Irosovelchtpofinclustolesc 10 Therme-Tru Fitsf-CaMsi-nd Smooth-St2r Nominal U#39;3 &quotlMon-I mpacMquot.. Glazed IMIM22 No Yes No WA Compliance Method: Certilcation, hilark using orn Carropilana Ifladhock E�kjstlw Report tom a Cartilicaflon Mark m Listing ore Composite Edge FlIbefglass Single Door With Florida Registered Arehit"et or. U-sed Florida Sidelfte(s) (InswingfOulaWng; XO: OX a OXO FU1243A24 Prokasional Engineer FLAIll configuations) 11 k Themnel-Tru Fiber -Classic and Smooth -star NmhW 611 &quotikon-I mpwt&quot,, Glazed 12131=2 NJ. Y" No NIA auslitz-hirsurs- Anar-dfortles AboraysItcaUse 11, .. et 2290 PLIM5363asprdd. Water A,— A,,,vd for U, A-yedfurt), kagaga. 21M Gomposiss Edge Fiberglass; Double Door Wth or $-A Product MdL Number w Name predixt Dr-latior; Contract Exc4ralklon Dade to IjVHZ weld, HVHZ R.,laugoll P.- it" Produot Model Hurnigair or Mn Product DWrjDtIQn Cp"WavitErvirallontuse In HVH Outside Resistant Pr*zwours wfitcut Sidelines (InareirWOubhving; XX or OXXO 5 PW-5520 11-W N16,41. irnp-) vo4 P..d Wind- d440)2025 Y., yea Yes NIA Quality Assurarace Anninivadifisru., A-,,,d for U, Imam Deal. I MullonsforAIlDoorsandWhidows Aluminum "ons, 06rWX26 Y. Yes Yee NIA configurations) In& ftuat Blades. returns, ar N- Product Descried- Callingat E-Indlon Rd, 1, HVHZ outside HVRZ Reassert P.- 12 J. Therma-Tru Filber-Classic and Smooth -Star Nominal 7&93Q;0 &quotlMon-Impactliquot Glazed 12131=22 No Yes N. NIA 2 Verliatl Al.rainuon 1101.16- 1=1112024 No Y. Yes WA Composite, Edge Fiberglass Single Door onsmingloutaming; X configuration) 13 m. Th--T. FiberClas-and Smoth-Sba, Nominal 79*39;0 &qu.ltNo-Imp..1,3q,.* Glazed 121311= No Yes N. NtA Composite Edge Fiberglass Single Door urth Sidelfte(s) OnswingiOutowwrig; XO, OX or CXO configurations) 14 n. Therms-Trut Fiber.Classic and Smooth -Star Nominal 88,039:0 S,quotiklor,impled9quot Glazed 12)3112022 K10 Yes No NJA Composite Edge Fiberglass Single- Door QrskanW46-ft; X configuration) 15 o. Therma-'rm Fiber -Classic and Smooth -Star Nominal 8&#39:0&quot:Non­Impact&quot; Glazed 1=112022 No Yes No NIA Composite Edge Fiberglass Sing Is Door wth Sidefile(s) [I nsoinglOulosaring; XO, OX or CXO configurations) Florida Department of Business Professional Regulation Pass 1 f 1 Florida Department of Business & Professional Regulation P."2.rz Florida Deparlinnend of Business & Professional Rai latlon Part .0 16 P. ThemneTru FIber-Classic, and Smarth-Star Nominal BM9;0 &quot;No�lmpact&quot Glazed 1 =1 $2022 No yes No NIA Building Codes and Sta ndards tft2D21 Building Codes and Standards Ica= Building Codes arid Standards IA= I Composite Edge Fiberglass Double Door Who or Witosut Sidelite5 (InsoinglOutsving; XX or C=O configurations) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 17 q. Themine-Tru Filow-Clawic and Smootl Nominal Opaque 1251 r2m No Yes No MIA Composite Edge FIberglass Single Dow Wth Is I. Thenma-Tru Fiber -Classic and Smooth -Star Transom (Insw riggXrosvAng; OIX configuration) Nominal S8#3Q;8&quotNo�Impac&quot Opaque 1261= No Yes No NIA r12A Entity or P" MR Igaso puldrog S2111 amm or an 211 Data Penclow Endion, or 21111.1 Jul pd. P"dm no Composit. Edge Fiberglass, Single Door Wth mm V. nian Cordact Engineer A Lican, Wedged 1w Validated Subrdd FSQ Ancroyal A-ved Rau mm V..I- Manufacturer contact E,,i,-&Li- vwww 8, XdL&w liaLLad ffic Antroeal Version slatoullecturer Conrad builinear a License, Validated 1W Validated Submitted F5C Am Aparomad Status Sotalitis(s) owd Trans- (I -rog/OutsWnS OJXO. O/Ox or OrOX0 configurations) R.,4ed- 2020 James Hardie Bulldog Products. In. Chad Diffas V. Andrew Ton John Southard. P.E. 01'0512621 IVI0020 0iffiW021 dog FBC Apor, ftv�ioo 2020 Aside Nick rhcrmpsea� Lynd. F. Sclormcf. RE Rpo J King. P-E. 02MM2021 0211SM21 02=021 04AZIM21 Appro-d FWAsion 2020 GAF Michael Both Robert N..In.n John W, KnWervich. PE 00mr2020 g9,2112020 IOM2020 12,M&2020 Approued 19 a. Thernist-Tru Fber-Classic and Snicath-Star Nornotal 6W3g;8&quct;Non-Irnpaot9qmct, Opaque 121311124W No Yet NO N/A Category Period Wallis (909)545-03M PE-81082 f362) 381-2528 Callow- Panel W811a 1330) 922-2389 PE-43409 (al3i 71p-asss prifingew. R.Ong (800) 706�3411 PL-59166 (W) 772-6224 Composite Edge Fiberglass Single Door wilit subcategory: Siding 6.1,cathigarr. Write oth-pacrijihatsid.- SLAoCd.g.Fr Asphalt Slikoples; nistologigaf.com Sfidli,libe(.) 0-Ars/0.1swinig XO, OX or OXO Compliance Nothod: Envation Report tom a Compliance 1111.11,W! P'sluldier, Report norn . Cousillenbe Ndhd: Elskodicn Report Continuous Head and Sill cor ifigurstl6m) Flcold. Registered A,&dt - a Licensed FlrkJ* Flodd. Rgletured Ahbd or . U-sed Floods Floods Registered Arclodwit a a Uwrowd Floods 20 t Therms-Trui Fiber -Classic and Smoth.Sbr Nominal W391.0 Isquot.Non-Impatsil4uot Opaque 1213IJ2022 No yes No MIA Professional Engineer Proteastoral Engineer ProlossioneJ Engineer Composite E49 Fiberglass Single Door vvith sclelite(s) OnsWrignOutwong; XO. OX a OXO FUM3111zlits larvilvd, F-L#ISZ72.Rg Oraduclot Continuous Head mid Sill otInfigurations) Quality ASINJIM" AppromedforUse Aboroved for tin Ino Deskm QLWIIIN Aswunsnset Agar000rd for U" A-ed for Us. h2fia 229M Quality Assuram Aporothed felt Use Awaked for 1111611 know 229M 21 U. Therme-Tru Fear -Classic and Smooth.Star Nominal &039,8&quotNon.inVadt&quotCl�ed 1MI12022 at No Yes, No NJA seats Product MQW. Water or Hal Product Cescrilotio CON#Wl mwkatwn RO In KW outside am Resistant mmum Sea 0 PtodtWA Isaft Wroleff W NAM Pnkt Ibearlption, contract Eaphrationittal. In HVHZ outaids, HVHZ Reamers Pressure prualludi pra-eder, Contract Exclostim case In HVNZ Oubind, assistant P�re C.m posits Edge Fiberglass Single Door tth StdalWs) onswirtWulsving: XO. OX a OXO I Campt.ok Lap Siding Ilb-c-ot I.P.iding 12J31 n= Yes Yes MIA WA I & &quct2T8quot Soffit Vent w Sold V" Soft IV312023 No Yes 140 N/A 1 GAF Asplown Roof Shingles Fiberglass rifinfarried 34.b. hernfiretd. 5-tb.nd 1211SQ022 No Yes HIA WA Continuous Head and Sill configurations) 2 Hardf.Plank Lp Siding liber-aernanot op .1ding IM11/2M Yes Yes MIA WA 2 b. LouCtAlkinVe T4&qUot; 8011%t Vent or Solid V" Soler 12MR023 Mo Yes NO NIA hupffidge, ..oh.111,hings, 22 v. Therma-Tru Fber-Classic and Smouth-Star Nominal S&M:0 iNquckNon-Implualiquat Glazed 1 W112022 No Yes No NJA 3 c. &QuoI;Gta*nbrIw MntaQe Beadedl&139: Soffir Vent or Solid Vinyl Sent 12J3112023 MID Yes Me MIA Composite Edge Fiberglass Single Door with 4 11 Louct;D56"Not; Scott Vent or Send Vinyl Sale IW31=23 No Yes No NJA Sclellia(s) OnswingtOuteviing; XO, OX a OXO 5 . &q'd�ohaoar oakaqu.4 "t Vent or Sold Vinyl Salk 12131)2023 No Yea w MIA 23 w. Therms-Tru FIber-Clawk, and Smooth -Star Continuous Head and Sit configurations) NomInaIftA%,8 &qtsot;Non-1mpwct&quot Opaque j2t311/2022 No yes No MIA 6 f &qd:SuM Spau&q.,k Suffirl Vent or Sclid Vieryl Sol& QIW202S No Y., No WA Composite Edge Fiberglass Door Parole vft Vented SidelWs) OnsvoingiCurtswng, M >= or XXXX configurations) 24 x Therma-Tru Fiber -Classic and Somoth-Star Nominal 88,1139,1) gquct;Nondmpadlilquo� Opaque 12t3l=2 No Yes No NIA Composite Edge Fiberglass Door Panels vath Vented sicl.lite(s) (In-AngtOubewng; XY, XXX or X)00( c,*nfigur.ticio.) 25 y. Themra-Tru Fiber-Clacalcand Smooth -Star Nominal 611139;8 &quc�Non.IATsd&quot; Glazed I2j31= No Yes No MIA Composite Edge Fiberglass Door Panels vkfih Vented Sideft(s) OnaWnWOutsmring; XX X(X 0, X)= Florida Department of Business Proftesional Regulation P".1 el Florida Dope arrant of Business & Professional Regulation Pat. I at Florida Department of Business Professional Regulation Pass 1 .11 26 z. Thumne-Tou Fiber-Classio and Smoollh-Star configurations) Nominal S03O:0&quutN---lmpact&quot Glazed 1 Mlf2G22 No Yes No NIA Building Codes arid Standards Building Codes and Standards Building Codes and Standards 16=1 Carrip-Ma Edge Fiberglass Door Pg "IS Man Vented SIddWs) (InsWnWOuteuvirig; KX, XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) ism 27 za. 7herroor-Tru Fiber-Classio and Sn nod -Star Nominal 8&#39;8 &quot;Non-IrrpWScIuot Glazed 1=112022 No Yes No N/A Ocompo,ateEdse Fiberglass Single D=wkh3&M0 SdelWs) onswinglOutswing; XO. OX or OXO configurations) 29ft grodur or 2sk 2" DA, pood- 211112: I1nft or 210, IMU DKO Pending Do 2951111 Saty M 2KI 2" Date Placing 20 z1b. Thewroul-Tru Fiber-Claask and Smooth -Star Nominal SM38;8 8,cluctNon-ImpactAquot, Glazed 12M/2022 No Yes No N/A Version Idainnefiscourer contact Eral- & License Validated 0, Widened Submitted FSC A -,,,I AD &an 11M v"on Nerveselunk, Contact End-,& License Validated a, Validated Submitted =811511:22d fter-d a" 7vP0 V~ 10a.o1s*,'ar contact fteatirrear & License vwMall" SY VW]dAW Suhnniftel FINC AM.,W Abom,4 Steart, Composite Eclat Fiberglass Double Door %ulth Re,4.,. 202a TAMKO Sulding Prduoloa LLC Karol Edan Robart NWmiw Job ri W. Knoesvich. PE IOM412020 09129n020 IOAZ2020 121150020 Approved Rervicon 2020 L.V. Thomoscri. Inc. rba Thompson Architecture! Tony Christman Zachhuy R. Po" Steven K UsIch, PE 09,17r= 09flaUD20 0SX27J2920 I2n&W20 Approued Ravlion 2020 Floods Metal Produces Inc CJ#* Jones James I. Bucket. REG Steven M. Urich. PE 06,2112DW OM250320 10,0442020 1216M20 Appr-d $W9,0 Sidelites (I navAngrCutswrig: O)W Cetegary: Reading (417) 624-6644 PE-59166 f%54)?72-6224 Metals Cconpwry (TAUCC) (913) 248-3456 PE-74021 (?1n31T-M4 catgerfin. Rdng 1904) 783-WO CSUCK Engineering 1717) 317-8454 29 zg. Therma-Tru Fiber-Classio and Sffx)oth-SWr configuration) Nominal S&M,0 kuc*Non-ImpactSi Glazed 12t3jr422 No yess No N/A SudiCategimir. Underaymerds Category: Robling "Cat"DW. Racing Ac-sowles that are sin luoyOligometeWconfingi SubCaligtorr R-firig Masson. that an clarkill"amoo- PE-31242 Integral Part Wth. Reeling System Composite Edge Fiberglass Single Door with 3&039rD sciefilee(s) prosyAnglOurtsvoing; XO, OX or OXO Compositor *Mho* Evaluation Report tom a Foods Roestsored Ardnitact as Licensed Florida Integral Part ofth. Robins System Cornpli-Nothed; E�W..ticn R.p�t from a configurations) Professional Engine. Compliance 11161hod: Evaluation Report forn a Forld. Regist-cl Architect or. U-sed Florida Fladda Regl.tamd Archited aw a Licensed Hence professional Eg.- 30 zd. 7hwm-Tru Fiber -Classic and Smooth-Itar NomnW 8&#n:O &quotNon­Imped&quot. GW29d 12131r= Composite Edge Fiberglass Double Door with No Y" No NIA PLtt232"0 Products Proressional Engineer f LM53"2 Precincts 3=39iQ Sclelftes (InsWng10uWMng; OXXO Quality Assurance Anor-elfor Us, Amoved for Um k .. d Deal,, FLAIMS40 Produce configuration) Asa Product Modall, Number or N,- product poudwa. contract Emokaffoo pd, I, HVHZ out'li RM Resistant Pressure Cuallint Assuranct Aggrovild for Use Awroved for Use Iffivan 2111111111 31 ze, I-lowma."Trui 71158f-C12961C and Smooth.Star Nominal 7&#39;0 &quarNom-Imp2ct&quct;. Shelter 1213112D22 Serie Composite Edge Glazed Fiberglass, Single No Yes No MIA I TAMKO Rod Underlayments(HVI-Q) Roolu'do.yrraorfor... it, Fac KVIQ 062912023 Yes NO MIA WA aw Quality Assurance Approswillf"Use Anorovalf far Use Prudwt Descriothan contract E-Indigir Rid. I. HVKZ oulteekshr" 9= 229M Reamers P.-re aw 3 Prodw m2galiggligaugLitigge Prealluct D-riet1w 1. H%W Quitaid, H%W 3- FI-41,400 0,quotRV 10 Ridge Verit8quet: Aluminum Ridge Vonts Ow ofted rwft (611trested 12131(2024 No yes Resistant P-re 146 WA Door �4 or vAhout 1 &#30;2 Sidolft(s) (finonving/Outavding; X, OX XO or OXO Configurations) 2 TAIJK0 RW Uorkerlyrnant. (MON-HVW) jundictions. RoA undedaymant, for use 4, F BC nw-HV14Z OW29=23 N. Yea MIA WA 1 ='It. Top"CliF64190 Vent with Me for no 20 ga. start roof-tilat-Afth baft). o"r2c" Yes Yes NIA WA fro. 0.025'Alurniount jurialfictloors, 2 3 TAMCO Goosentick Vent TAMCO 0S.Rklie, Rod Van( WO Bark 26 ga, 091MO26 No Yes 26 go- slatto rool'verhator with Integrated Items 091MM Yes Yes MIA -OP525 MIA WA 4 TANICO Round Top Off -Ridge Vent �xflth Sam, for nk, 26 pa- static roaf,ionfilIdor v.dh baffle oamm Yes Yes MIA WA Florida Department orr Business & Professional Regulation Pass I al Florida Department of Business Professional Regulation Par I r3 Florida Department of Businesei Professional Regulation P.O. I of I Florida Department of Business and Professional Regulation Building Codes and Standards 117=1 Building Codes and Standards Building Codes and Standards 10022 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Deftil Product Approval Appilication Detail Product Approval Application Detail ;Rft Version Manufacturer Idea Dag We pass lasoodirep C-tact Ernumar is LJ- Validated Or Vall submitted FBC Acn-ra p�lw Status cgk V..4w 110-fixeturair sell w 2" A" 09, Pandino Contact Eredim-11,11.1orns, Validated Sir Validated 3,hooked PBC Awroval 20 A,,,M Code version Entity or Daft Date Dater Pandlow Manufactureir Countawt Engineer & License Validated By Validated Submitted FRO Approval Date Accroved Iwo FL#6259-R31 Revision 2020 L-. Ketone J.1ley James L 2-krar, RE Steven M. Urch, PIE 1112MOM I 1042OW IlnW020 ding FSC ApM ReMetan 2020 Beast R.dklg Mo- Robin APNIC untronin Evaluation Gary W. MIker 11)03)2D2a IV0202() 11jW2020 Approved Revision 2020 Glob.] Protection Proauft, LLC. Tim Robinson Vftftr A. TIM Jr., P.E. John W Kraonsvich, PE OQFD8r2D2G 09A)Br2M 1 OtOl/2020 12115=20 Approved Daft Pak 20 Pita PM Status Catgrr. R.Ong (501) 983-6163 PE-51242 (717)317-8454 Ca[*VW Rtooling (801) 3$o4W9j Services LLC. (205) 85"iso Category. Shutters (954) 680-750 Pr-44187 (Q64) 772-6224 Version Manufacturer Conte Engineer Validated B Validated Submitted E104bg. ARproved Approved Sinticalagaw- Renfro, Accessories that ane an Ints" Pan Roofing Systern Iddl.yalonan-com SubCstg-r. Reafing To. flobinesiderson9bonalLoo no subcategory Storm Panels tim.mbinwn@gppent.com _NM Revision 2020 POLYG LASS USA MauryAlpert, Licen John W 10126f2O2O lW2W2020 EBC 12115QO20 ofthe Compliarea, Flueltood: Dishionion Report from C"Il�UMhod: Evaluation Report from a Product Evsuaftn Entity Compliance Method: &aluation Report from a F lords Registered Architect or a Licensed Florida Category: Roofing SV�4233i33OSmalpert@polyglass-cDm Robert Nieminen Knezevich, PC Anamyll FlotkkReOsftmdArchitmt�aLlmmdFi�ida Professional Engineer Subcategory: PE-591 as (954) 772-6224 111011202D Protmignar Engineer Furriwim2laraducts FLfifi50_U�R&Pr*dga:ls Underlayments PL01172fam Arwcaaft Quality Assurance Alwaroved for the Approved far Use ligm pastern Compliance Method: OuldlivAssurance Awrowdfor-Ust Approved for Uss Impact Desion ANA is Pr dW Model. Nuorber or Nistur &...y - Shake. State. Country get., &Or Old English Product Descried- conlgraii� 09, hLH Outsid, HVHIZ Flat Front. - Denvar. Co Yes Resistant Pressura MIA N/A S-11 Quality Assonance Appeaved for Use Approved for Use Product Model. Number or Name Product Description Contract Expiration Data In HV Outside HV14Z Impact Design Resistant Prelim Evaluation Report from a Florida Registered 9.1mg 1 De�k-Airl DA4 or TRI-Bfli D-A-Ai, DA4 bRaiLawamm contract oat, in HVHZ Outside HVMZ assistant ftl%WM L- Profile, PlWrqyWe. Plastic. R..fV-t 1211042025 No Yee N. -97.51-97.5 17 Thatch &..P: Impact Sawy SM - Mate. Shake Amp: 904 Shake Flat Proffle - Stockton. CA 12131=20 No Yes MIA NJA 1 20 Gage Galvanized Steel Storm PanW&HVHZ Corrugated Galvanized Steel Storm Panels retyjrmd 12131= Yes Yea or not by tracks to provide hurricane protection. Yes MIA ArchitW or a Licensed lhacharrically Atuacred to Pl,,voad Deck. Is S.-Y no - $let., Shake &-p� Split Shake Fiat P,.fil. - Rise., CA 1MM"D No Yes NIA WA 2 24 Gage Galmnized Steel Storm PanelwNHVHZ Corrugated Galvanized Steel Storm Panals retained 12131r= No Yes yes MIA Florida Professional is Saxony 70a - Shake sets &.rop: W Shake Fiat Profile - stookier. CA 12/3112020 No Yes MIA N/A or not by traclas to provide hurricane pnotectlon. 2D 27 r..= Shake sale A..P: Son Shake else ta.-IM2 Fiat Five* - Risk., CA 12131=0 No Yes Ran Pralle - Katy. TX 12/31=20 NO yes NIA WA MfA WA Engineer FL#6269-R31 Products 28 Mile L- Pdfl. - Wy. TX IMI=o N. Yes, NIA WA QUalkyAWraric Anprovadforijae hanA0gLVM IMMA Design in A Product Itho"m Number or N Contract Erigilration In KOM Z Outside Procksts assoorlation Date H Resislarit Pressure I Polyglass Roof Underlayments Rocking underlayments IW21= No yes NIA +WAt-W.6 1 Polyglass, Roof Undedaythents (HVHZ) Polygess roof underlayments for use In FSC1=3ao23 Yes No NIA NIA HVHZ jurledidtions. 2 polyglass, Rod Underlayments (nan+IVHZ) P*glass roof underlayments, for use In 12r=2023 No yes NIA -Wm�=.5 FRO n."WZjurladIctions. Florida Department of Business & Professional Regulation Page I of I Florida Department of Business Professional Regulation No 1 01 Florda Department of Business & Professional Regulation P.01 art 1 Polyglass Roof Undeftyriments (FfVHZ) Polyglass roof uriderayments for use in FBClZr23=3 Yes No HVHZ jurisdictions. N/A N/A Building Codes and Standards 1r.5022 Building Codes and Standards 117=21 Building Codes and Standards W=1 2 Polygrass Roof Undarlayments (non4iVHP PoPfilass, roof underayments, for use In 11212Y=3 No Yes FRO non+IVH1ZjurIsdcborm. NfA -NIAI-M.5 Product Approval Application Doull Product Approval Application Detail Product Approval Application Detail 1 Polyglass Roof Underlaymems (HVHZ) Polylglass roof undersyments Ior use In FSC12r2Y= Yes No IHVHZ jurisdictions. NIA WA 2 Polyglass Roof Undarlayments (ncn-HVHZ'l Polyglass roof underhayin ants, for use in 1212Y=23 No Yes WA 4WAI-M.5 We Entity or 211A 20 Date Pending 2111 ErMy or 20 DO Date Pendant 291 aim 2114 20 Date Pending FRO non-HVHZjuradictmoes. T_ Version Manufacturer, Conftc Enotrow & License Validated Validated Submitted FISCAporaval Approved status Version Ilwarfsennow, Unsaid Erwain-13,11caross vandidw es Validated Submitted PHIC A -,A A-,d Version Ifisrufflacture, Urged Endaw & Licanaw Validated Bar Validated Submitted F13C Acc-al A,,,Id 1 Polyglass Roof Underlaynnerft (HVHZ) Polyalass roof underlayments for us- In FRO IMW= Yes No WA WA Rwision 2020 All American Shutters" G eas MiusBarbiorri Frank L. Ban nowilD, P. E Troy Boam. P. E. 1012WD20 1011 5M20 111105= 12fl5=2D Approved Review 2OX) Aphs St-t Laai. ICC rvaluation service. LLC Wilia, M. Rateri, PE 10nlrX20 iW221202D 11/051202D 111105rAn Aapraved R.%wori ZDZO Conlrywchu concrete produk1s.111c. Robert 01#19 Samuel A. Greenberg John Hay 1211642020 1201612020 12f,912020 dog FBC Apon HVHZiurisdicbms. Category, Shutters (561) 712.9882 PE-0046549 (954)947.05150 C46hoperr- Structural Carpor.nks (3211710�3377 (4071641-1917 catogw. Strudural Components fell 5) 659-3707 PE-34245 (S521 568-5311 2 Polyglass Roof Underlaymertts (non-HVHZ) P*glass roof unclefirlaymerts, for use In 11 2123=3 No yes WA -WAI-M4 SulaCategiorf. Storm Panels milkeloCallamernansloutte WbCaoielay; True, Ptstea seevistlinalpine"'o- SAticatepoor. Produces Introduced as a Result of pr ... atpilor@�,ahe­ FSC non-HVRZ jurisdii-atiors. Compliance Method: Eval wtion Report from a I".00111 Curnpfiaro,r Idethoof, Evaluation Report irom a Naa Techrocoy Florida Registered Architect or a Licensed Florida Product Eval-tion Entity Compliance Method: livaiumlort Report from a Professional Englou"r Florida R.91dned Archltwt or a Licensed Fluid. I'MRSHICT ftoduals Professional Engineer FLAM 10004U Products Quality A-- APP-ad fer U, AwavoilforlUse W-d 0-01- fL#117.4.Rf QuallIvAssunin AttionavildforUse AborcivedforUsa Impact Design Bell Product Metal. Number or Me. Product Deserhodom Conrad Eashadon Clot in HWZ Outside HIM Resistant pleasure Seq a Product Model, Nufn bar or Mme PmOuct Description corotrea Expiration oat. in HVIHZ 0uIh%1q%HVHIX Resistant Pressure I ITW 80(shkoluk, HI*w strength iH &amp: B) Metal Connector plate inIt2024 Y. Yes NA NiA Quality Assurance A=avvd for use A-rud nor use [..ad Dag- 2499 Gelwnized Steel Storm Panels 249a Galvanized Steel Storm Panels 12J31f2I)22 Yes Yes Yes WA 2 ITW SCO/Allear Hinge Plot. Metal Connector Plat. IWV2024 Yes Yes MIA NIA Metal. Number or agat Product Desanvido" Comoract Castration Igar, it, HWZ outside HVHZ Resistant Pressure 3 ITW BOGAgine TwIck: Metal Connector Plate 120112024 Yes Yes MIA NIA 1 Ousulty, Precast a CiorwwrIvrciat Concosto Products Premst and Prestessid Concrete Untes 05125=4 No yes MIA WA 4 TW OCGIAO- Mve Metal C-10 Pie.. IWW2024 Yea Y. 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R.portf,con. a..,- compliance Method: Evaluatim Report from a 0.00no Product G.Juallion Entity Procarci EviduaUcin Entity Florida Registered Architect or a lJoensad Florida LLBIIL*LbRawl P06427411111 products Professional Engineer Quality Assurance Anumonokcifor Aparoved for Use know Design attwity Assurance Aggrieved for the ammo2uwAm N= RIM F'Lgi$64"5 Products AMA Prodxt lill Number or Name Product Desorlation compobc1fatimpne In HYHZ Outside Resisaw li�ry Product ModeL Number or Higag Predict Description Ra in HVHZ Outside, R�0519w* QWKY Assurance Approwd for Use Approved tot Use lmaw lkam 1 miama 16 as, high sftwgth truss Connactar Plate IV31=22 Yes Yak NIA WA I lAcrolarn LVL Larnineted Varms, Lumber (13131=23 No Yes N(A MIA Product Model. Number or N,- praducA owsratodoin ontract EmInitlain Dala In HVKZ 26199il Badjagil P- 2 MIGSHS ie ga. wpm no strength truss connoctor plate 12J3112022 Yes Yes NIA WA 2 Pennell- PSL Parallel Stand Lurrd3w OW31=23 to Yes NA MIA Alpha AJLAWMM Scild 8ano: Vented Alumin um Soft Alpha Aluminum solid 6unig: Vented Alwininum 07130=3 No Y. No WA 3 Mile 16 ga- truss ocrintax plato 12r3l=2 Yes, yes MIA WA 3 71roberStrand LSL 4 TJ Rim Elcard Larninatell Strand Lumber 03131=3 No Yes M/A MIA ft chiral Composite Lumber a Oriontcd attend 03rJIJ2023 to Yes MIA NIA CMU Urnip; Wood Soi CMU Samp; Wood 4 MT18HE III ti.� high 0angth 1... comeclor plat. IWIQ022 Y. Yes NfA NJA board Rim Board 5 MT20KS 20 9s. high strength truss connector plate 1281=2 Y. Yes MIA WA 5 R wo Board Crartad Strand Board Rim Bo.rd ON31=3 No Y.. H/A WA 6 TLIa MT18 18 Be. tonwe —dor met. M1 =2 Y , Yes MIA MIA TL20. 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Lunn, PE, LLC M40M 071"14002111 07 APPW-*d "c'" MenWaa Robins" PE44135 (W)0344* f4coewrim Paw (641)W400 00%ph*ft 11114111010ft PA*Adl*M POW ftiffnit PWkIERM Prammi" &qkww 2010thisimmmuse Ancrand hor Win A;T 10WmFiampFbad 106orlimilWiloormolFboodMidw olami 11114; MIA lb\ I* I W CP t cp C2- Ito Co C..., c- -Ito 0, to CO 4ft W C-A jG Est :P, 40 x C cG cc GY August 10, 2022 -11-0 CD a) CU > O (D C- O CD 2Ts C 0) CU0 0 -0 4Z QD (U C:) -CU -0 cn 0 = (D CU 0 CU U- 0 > Ln Cn -0 0) E L- 0 -E0- -0 C . — U) Cn E =3 (D CIO ICU > 0 > L- CL 0 0- < C-) 0 < L— CL (1) Cf) =:3 CL O LM LU < �, z SHEET NO. EPA 1.2 I I U 'I r rry 1 r r Simpson Strong -Tie 2020 FBC Approved Products Updated 12Mf2020 For direct Inirs to ad SST approvals Ned below� CLICK HERE For additional Information regarding Florldiss Statewide Product Approval System and M9A4)ade County Notice of Acceptance (110A). CLICK HeR FLNOW-R? alliIa Product Model, Number or Name Product Description I Trion Stainless SteelConcrete &Masonry Screw (77N-SS) IM" diameter Titan stainlessislisel masonry screw FLOWS-Rlit AW Product Description 1 SDII 01 120BB Outdoor Accents Connector Screw 2 SDQI 12, SDM 2, SDI 0112. SD1 0212 Stiong-Drive SD Connector Screw 3 SD91 1 2SS. SD9212SS Strong -Drive SID Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014. Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334. SDCF271958. SE)CF272358 5 SDCP22434. SDCP22,512. SDCP22614, SDCP22700, SDCP22858, SDCP22912. Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SE)CP271400 6 SDHR27400, SDHR27614. SDHR31400, SDHR31614 Strong -Drive SDH R Combo -Head Smv 7 S1362511Z SDS25134, SDS26200, SDS25212. SDS25300, SDS25312, SDS25412: Strong -Drive SDS Heavy -Duty Connector Screw SDS25500. SDS25600, SDS258M 8 SDS25112SS, SDS252DOSS, SDS25212SS, SDS2530OSS� SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SIDWIF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FLOI 0007-RO JW Product Model, Number or Name Product Description 1 ATR3/8, ATR11Z ATR518, ATR314 Threaded Reds 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATU09-3. ATUD1 4, ATUD14-2 Aluminum Take -Up Device 3 SP318-2, BP112, BP1/2-3, BP5/8-2, BP518-3. EIP314, BM/i BPRTUD3-4 Searing Plates 4 CNW318, CNW1t2. CNW518, CNW3/4, CNW518-112, CNW-1114-5/8 Coupler Nuts 5 CTU055, CTUDOi CTUDW, CTUD75, CTUD70, CTU077, CTUDST CTUD88, CTUD97, Coupling Take -Up Device CTUO98,CTUD99 6 N3. N4, N5, NO Heavy Hex Nuts 7 RTU03, RTUD313, RTUD4, RTUD4B. RTUD5 RTUDO, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Teclown System 11 URS4 112" Uplift Rod Run Tedown System 12 URS6 518" U pIft Rod Run Teditiviin System 13 URSIO ai`4" Uplift Pad Run Tiedown System FL#10441-R6 AMI Prodget Model, NUMber or Name Product Description 1 DTT2 Hold-down 2 HDC1014, HDC10122 Hold-down 3 HDO8, HHDQ11, HHOO14 Hold-down 4 HDU2, HDU4. HDIJ5. HOU8, HOW 1: HDU1 4 Hold-down 5 HPA28, HPA35 Strapi-style purlin anchor 8 LSTHD8 * 1_STHD8RJ Slrap-s" hold-down 7 MASA,MASAP Foundation anchor strap 8 Mi MPAI" Strap-s" purlin anchor 9 PA18, PA23, PA28. PA35, PA51, PA68 Sirap-s" purlin anchor 10 PAII8, PAI23. PA128, PA135 Strapi-style purlin anchor 11 STHDIO, STHDIORJ Strap-sityle hold-down 12 STHD14. STHD14RJ Strap -style hold-dowri CMFor Simpson Strong -Tie 2020 F13C Approved Products Updated lZr"20 dract Inks to all SOT approvals listed below. CLICK HER For additional information regarding Florida's Statewide Product Approval System and Miarni-Il County Notice of Acceptance (NOA). CUCK HERE, 21 LB series he ngers Top flange hangers available in width of 1-9/16" and heights ranging from 5-3flt" to 15-1/8", 22 LBAZ senes hangers Top flange hangers available in width of 1 -9116" and heights ranging from 9-31'16" to 13-1/8" 23 LEG3, LEC35, UEG7 sener. hangers Top flange hangers available in wc1this ranging from 3-114" to 6- 7/8" and heights ranging fromig"to 33-1r2' 24 MEG5, MEG7 set" hangers Top flange hangers available in widths ranging from 5-114" to 6- 718" and heights ranging from 9" to 32-1t2" 25 MIT senes hangers Top flange hangers available in widths ranging from 1-606"Ito 5- 1/8" and heights ranging from 9-114!'Io 24!' 20 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights ranging from 3-VS" to 7- 1 WL 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/16' to 7- 118" and heights ranging 9-1/4"to 32". FL#10860-RO ciW Product Model, Number or Name 1 ABA44, ABA44R, ABA46, ABA48R. ABAS6, AEA66R 2 ABU44. ABU44R, ABU46. ABU46R, ABU5.5, ABU5.6 ASU65, ABU66. ABUOi ABU813, ABUSSR, ABUI 010; ABU1 01 OR: ABU1 212, ABUI 212R 3 ABW44Z. ABW44i ABW46Z, ABW4SRZ, ABW66Z, ABW66FZZ, ABW7-7 4 AC4, AC4R, ACE4, ACS, AGOR, ACES 5 BQ4, BC46. BC4R. SCS, BCSR, BC8, BCS2-2/4. BCS2-3/6 6 C844, CW, CW. C968, C888 7 CBSQ44_SDS2. CBSQ46-SDS2. CBSQ8&SDS2. CBSQ86-SDS2, CBS088-SM 8 CC, ECC, ECCU Series 9 CCO-SDS2.5, ECCQ-SDS2.5 Series 10 CPi CPT667, CPTS87 11 EPB44A, EPB44, EPB46, ERB66 12 EPS4Z 13 LC844. LCB66 14 LPC4Z,LPCBZ 15 MPS"Z, MP88OZ, MPB88Z 16 PB44, PB44R, PB46, PSW. PBOOR 17 PBS"A, PSS46. PBS68 is PBV6.psvlo 19 PC44-18, PC46-16, P048-16 PCOi PC66-16. EPC44-16. EPC46-16, EPC48-15, EPC84-11 6. EPCSS-I 8 20 PC4Z, PC4R7_ PCOZ, PCORZ, PC8Z, PC8RZ. EPCAZ. EPC4RZ, EPCaZ, EPC6RZL EPC8Z FPC8RZ 21 PPB44-4Z, PPB44-6Z 22 RPBZ FL61 0861 §2" Product Model, Number or Name 1 FJA, FSA 2 FRFP 3 GH46-6, G114". GH4". GH48-8, GH410-6, GH410-8. GH66­6, GHO6­8. GH68-,O, GH68- 8, GH610-6, GH61M 4 GLB5A, GLB5B, GLS5C. GLE35D, GLB7A, GL87B. GLB7C. GL87D 5 GLBT512, GSLTS12, GLBTS16, GBILT616, Gli GBLT820 6 HGLBA, HOLBB, HGLBC. HGLBD 7 HGT-2, HGT.3, HGT-4 8 UFP10-SDM 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Posi Post Cap Embedded Column Base Embedded Column Base Soiled column capis with W1 ranging from 3-114" to 9-10 and W2 ranging from 3-518" to 7-If2" Screwed column caps with W1 ranging from 3-1/4" to 9-11Z'and W2 ranging from 3-5/8" to 7-112" 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 Cap Post Cap Post Base Retx& Post Base Product Deserlotion Foundation Anchor Flat Retrofit Foundation Plata Girder Hanger Glulam Bearing Plate Glulam Bearing Plats Heavy Gluteirin Beanng Plate Heavy Girder Tiedown Universe I Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 1WO12020 For direct Inks to all 8STapprovals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and MaM4)sde County Notice of Acceptance (NOA). gUCK Hefte. FL#1 0446-R6 J4L"J Product Model, Number or Name Product Description 1 A21. A23, A33, AK A36, A44 Angles 2 APA21. APA4, APA6, APVA21. APVA4, APVAO Outdoor Accents Angles 3 APB44, APB44R, APVB66, APBOOR, APBSO, APS88R, APB1 010, APBI 01 OR, APVB44, Outdoor Accents Post Bases APVB44R, APVB66. All APV8S8, APVB88R, APVB1010, APVB101 OR 4 APDJT2-4, APDJT2R-4, APDJT2-6. APDJT2R-6, APVDJT2-4, APVDJT2RA, APVL)JT2-6, Outdoor Accents Dock Joist Ties APVDJT2R-8 6 APHH48, APHH46R, APHHO10, APHH61OR Outdoor Accents Heavy Hanger 6 APL4, APUS, APT4, APT8, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Searrin-to-Column Ties 7 APLH24, APLH24R, APLH26. APLH26R, APLH210, APLH21 OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z.CBT4Z Concealed Beam Tes 1D CJT3Z, CJT4Z. CJT5Z. CfT6Z Concealed Joist Ties 11 DJT14 Deck Joist Te 12 DS Dry Wall Stop 13 FC4;FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GAI. GA2 Gusset Angles 16 H2A, H2.5T, H8, HIOA-2, HIDS, H14, HGAID Hurricane Ties 17 HCJTZ Heavy Concealed JoistTie 18 HH4, HH6 Header Hangers 19 KSS1Z Knee -Brace Stabilizer 20 1-30,U50,L70,1_90 Angles 21 LCE4 Postcap 22 LS30. LS50. LS70, LS90 Skemble Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, _SSJ2ORZ. 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 20 LTP4, LTP,5 Tie Plates 27 ML23Z, Iii ML28i Ii ML21OZ Angles 2B MMH8 RootTie-Dowri 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26­2, M1MLUi MMLU28.2, MMLU210, MMUU121111, MMLUI39. MMLU1311 Face -Mount Hangers 31 RE30, RBCP Roof Boundary Clips 32 RST-3 Roof Tie -Dawn 33 RTC22Z, RTC42, RTC2Z, RT044 Rigid Tie Connectors 34 STC. STCT, DTC, HTC4 TrussClips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4. Z44 Panel Stiffener Clips FL#1 047-1115 Sao * Product Model, Nurn bar or Name I AHEP 2 DSC2R-SDS3. DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2. HHRC411 81, HHRC44, HHRC5.25f3.25, HHRG5,37/312, HHRC66 a HRC1.81, HRC22 7 Li LR U28. LRU21 0, LRU212 8 LSU25, LSSU28. LSSU210 9 TSE-4, TBE6 10 TC24. TC26 TC28 11 THA29, THA213, THA218, THA21&2, THA222.2, THA413, THA41 8,THAC418, THA422, THAC422 THA426. THA422-2, THA42&2 12 THAII.81122, THAl2.06Q2, THAl2,1122, THA1222, THAI322, THA13522; THA1422 13 THAL422, THAR422 14 THJA25, LTHJA26, LTHMA 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU28-W 16 TS5132-24 17 VPA2, VPA25, VPA3, VPi VPA4 18 VTCR 111141311h latial Updated 12rQrz020 Simpson Strong -Tie 2020 FBC Approved Products For direct Inks toall SST approvals listed below, CLICK HER For additional Information regarding Florida's Statewide Product Approval System and Marni-Dade County No" of Acceptance (1,40A). CUC6 "Elif FL#11 0456-R5 ftj Product Model, Number or Name Product Description 1 ET,BTB,BTH Brick Ties 2 CMS712. CMST14, CMSTC16 Coiled Straps 3 CS14. CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compressiont'rension Strop 8 DSP, SSP, TSP Stud to Plate to 7 HI, HIOA, H2.5A, H3, HO, H7Z, H16. H16S, 1­116-2, H16-25 Hurricane Ties 8 HGT-2, HIGIT-3, HGT-4 Heavy Girder Tiedown 9 HS24 Hurricane Tie 10 HSS2-SDS1.5. HSS2.2-SOS3, HSS2.3-SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2. HST3, HST5. HSTS Straight Straps 12 HTS16. HTS20, HTS24, HTS28, HTS30, HTS30C Heayy Twat Strop 13 HTSCI 8KTZ HTSQ20KTZ Heavy Twst Strap 14 UFTA Light Floor Tie Anchor 15 LSTA9. LSTA12. LSTA16, LSTA18, LSTA21. ll LSTA30, LSTA36 Straight Straps 16 LSTI49, LST173 Straight Straps 17 LTS20, LTB40 Bridging 18 LTS12, i LTS18, LTS20 LightTwistStrap 19 MGT Medium GirderTiedown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTAQ, MSTA12. MSTA15. MSTAIS, MSTA21, li MSTA30, MSTA36. MSi Straight Straps 22 MSTC28, MSTC40, IMSTC52, MSTC66. MSTC78 Straight Straps 23 MSTC48133, MSTC68133 Pre -Bent Straps 24 MSTI26, MSTI36, IMST148, MSTIOO. MST172 Straight Straps 25 MTS12, MTSIS, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium TwistStrap 26 NCA200-112, NCA2x12-12. NCA26-16, NCA200-118, NCA202-16 Bridging 27 RCW1312, RCWB14 Wall Bracing 28 RPSIS, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Con nechir 30 SP1. SP2, SP4, SP6. SIPS SW d Plato Tie 31 SPH4,SPHO,SPH8 Heavy Stud Plate Te 32 SS1.5. SS2.5. SS3. SS4.5 Stud Shoe 33 STI), ST12, ST18; ST22, ST292, ST2122, ST2115. ST2215. ST6215, STO224, ST6236 Straight Straps 34 TB20, TB27, TB3G T1338, TB42, T848. TB54, TB66. TB8D Tension Bridging 35 TWBIC, TWB12, TA111314 Wall Bracing 36 VGT, VGi VGTL Variable Pitch Girder Tiedown 37 W81108, WSIOSC, WBI26, WB12tC, WB143C Wall Bracing am Aas Product Description I CBH2.37xS.5, CBH2.37x7.M, COH2.37xg.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Comer Plate 3 HGU3.63-SDS, HGU5.25-SDS HGU5.50-SOS, HGU5.62-SDS, HGU7.MSDS. HGU7.25- Heavy Hip to RidgeConnectors SDS, HGUg1.00­SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25.-SDS, HHGU5.50.SDS, HHGU5.62-SDS, HHGU7 00-SDS. I�HGU7.25-SDS, Light Slopeable/Skewable U Hanger HHGUQ�00-SDS Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUIS46. HHUS48, HHUS41 0, HHU85-50110, Truss Clip HHUS7.25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers AdjustableTrusis Hanger Sized for Waists Skewed Truss Hanger Multiple Truss Hangers 8 HTU26. HTU28, HTU210. HTU26-2. HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable- Pitch Conrectiors. Valley Truss Clip 10 HUCOI.81/9-SOS, HUCCIIS1/11-SIDS, HUCO210-2SDS, HUCO210-3SDS, HUCQ310- SDS, HUOQ410-SDS, HUC0412-SDS, HUCQ5.2519-SDA HUCQ5.MII-SDS, HUCQ610- SDS, HUC0612-SDS amMillid,101 Simpson Strong -Tie 2020 F13C Approved Products Updated 12r3OM20 , � For direct Inks to all SOT approvals listed belaw, CLICK HER .- For additional information regarding Florda's Statewide Product Approval System and Marni-Dade County Notice of Acceptance (NOA, CLICK HERE. FL#114WR5 AW Product Model, Number or Name Prioduct Description 1 HHUS210-3, HHUS210A Joist Hanger 2 HRSO. HRS8, HRS12 StrapiTies 3 HUCQ210-2-SDS, HUCQ210-3.SDS, HUC0310-SDS Joist Hanger 4 THGB2, THGB3. THGBH2, THGBH3, THGBH4 Joist Hanger 5 THG02-SDS3, THGi, THGQH2-SDS3, THGQH3-SOS4.5, THGQH4-SDSS Joist Hanger 6 THGW3-3, THGW3A, THGW4-3, THGWIA Joist Hanger F1.111111473-115 112A Product Dmiription 1 DETAL20 Double Embedded Truss Anchor 2 Fi FGTRHL, FGTRHR Girder Retrofit: Anchor 3 H16, H16S, H16-2. H18-2S HurricaneTie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETAL12, HETAl HETAL20 Embedded Truss Anchor 6 HGAMIO, HMg Masonry retrofit connecrbirs; 7 HHETA16, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2. LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24. META40 Embedded Truss Anchor 11 MSTAM24, MSTAWO, MSTCM40, M19TCMOO Strap Tie for Masonry 12 MTSM1O, MTSM20, HTSM1 6. HTSM20 Twist Strap for Masonry FL#1149e-R5 Product Model. Number or Name Product Descritation 1 DTT1Z Deck Tension Tie 2 1­4012� H019 Bolted Holdowns 3 HD313, HD5B. HD7R HD9B Bolted Holdowns 4 HTT4, HTTS, HTT5-314 Tension Ties 5 LTT19, LTT208, LTT131 Light Tainstion Ties FL#L3628-RO JW Product Model, Number or Name Product Description 1 SB518x24, SB7/8x24, SB1x30 SB Anchor Botts 2 SSTS1 6, SSTB20, SSTB24, SSTB28, SST834, SSTEW, SST81 6L, SS1rB2OL, SSTB24L, SSTB Anchor Bout SSTB28L FL*13872-R4 Sea 9 Froduct Model. Num bar or Name 1 CMSTI 2, CMSTI 4, CMSTC1 6, CS1 4, CSIO, CS1 6; CS20, CS22 2 HRS6. HRS8. HRS12, FHAS, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MST136, MST148: MSTI60, Mi SIMST27, SIMST37, S/MST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA38, LST149, LST173, MSTA9, MSTA12, MSTAI5, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15, ILSTA18, LSTA21 , LSTA24, ST292, ST2122. ST21 15� ST2215 6 LSUSH3.25; SUBH3.25, MSUBH3 25 7 LTP5 8 LTS12, LTS16; LTS18, LTS20 9 MSTASO, MSTAX ST0215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40. MSTC52 10 MSTO86, MSTC78, STS238 11 MTS12, MTS18, MTS18. MTS20. MTS30, MTS24C, MTS3DC 12 SM1.56, SfB1.81, Sli SIB237, SfB2.56, SIB2,88, S/Bi SW.56, SIB3.62, SIB4.DS. S$4.12, S11134.2% SIM.75, S65.50 13 Sti SIBA2.12110, StBA2,112f`12, S/BA2,12114, S/BA4.18/8. SGA4.18110. SIBA4.18112, WBA4,18114 14 S/HIA 15 StHD6S, S`H088, S/HD1OS; SiHDIOB, SrHD15S, &qD15S 10 S/HDU4, SfHDUG,!3/HDUP, S1HDU1 1 17 SfJCT, S/HJCT Product Diescritition Coiled Straps Straps 97 mil (12 ga) Heavy Twat Straps Straps 43 mil (18 ga) Straps 33 mil (20 ga) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 ga) Steps 68 mil (14 ga) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers HurricanaTis Holdowns; Holdowns Joist Hangers Product Dersollption Concealed hangers Face -mount (DU. DHIJ) and top -flange (DHUTF) hangers available, in widths ranging from I -XI O"to 34VI 0" and heights ranging from 9-1/8" to 23-15118". Face -mount hangers Face -mount hangers available in widths rianging from 1-5/8'to 7. 318" and heights ranging from 5-5/16"to 12-7,18". Face -mount hangers Face -mount hangers Skewed facia-mourt hangers available in wdths ranging fram 3- 1/8"to 5-1/8" and heights ranging from 4-314" to I5-3ii`4"_ Concealed flange version (HSURC, HSULC) available forall double 2X and 4Xmodels. only acute flange is concealed. Face -mount hangers Fammount hangers available, in widths ranging from 1-9116'to 7- 1/2" and heights ranging from 2-7J8" to 19-114". Concealed flange version (H UC) available for all models having width equal to or greaterthan 2-9116" Face -mount hangers Mr-wre M. Simpson Strong -Tie 2020 F13C Approved Products Updated 1125OM20 For direct Inks to all SST approvals Ned below, CLICK HERE ----z For atidtional information regarding Florida's Statewide Product Approval System an d Marrit-Dade County Notice of Acceptance (NOA). i6whi 18 SfUBV1.56. SILSV1.81, SILBV2.06, S/LBV2,37, SLBV2,56. SA_BV2.68. S/LBV3.12, Top Flange Joist Hangers SIUBV3,56, SILBV3.62. VLBV4.06, SILBV4 12. StURV4.28, SA_BV4_76, SfLBV5.50 19 SfLTT20, S(DTT2Z, SMTT14. HTT4, HTT5 Holdowns 20 S/MST60, MST72 Straps 118 mil 1110 ga) 21 SP4, SPIS Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC,DTC TrussChic 24 TSM Truss. Brace Diagonal 25 TJC37 Truss Jack Connector FL#1 3904-R5 A&&M Product Model. Num bar or Name 1 CGQPM 82-SDSHOG, CCQM4.82-SDSHDG, CCQM5.50-SDSHDG, CCTQM3-62-SDSG, CCTOM4.02-SDSG: CCTQMS.50 Sl)SG, CCCQM3.02-SDSG, CCCQM4.62-SDSG, CCCOW.50-SDSG 2 ECCLQM3_62G-KT. ECCLOM4.62G-Kr. ECCLOM5.50G-KT. ECCLLOMD3.62G-KT, ECCLLQMD4.02G-KT, ECCLLOMD5,500-Kr, ECCLRQME)3.e2G-KT, ECC1_RQMD4,62G- KT, ECCLRQMD5.500-KT 3 HGUM5.25. HGUM5.50, HGUM7,00, HGUW.25, HGUM9.00 4 LOUM26.2, LGUM26-3, LGUM264, LGUM28-2. 1_GUMi LGUM28-4. LGUM1210-2, LGUM210-3, LGUM210-4, LGUM46, LGUM48: LGUM410 5 M13HA3.1219.25, MBHA3.12111.25, MOHA3.560.25, MBHA3.56/9.25. MSHA3,561111.25. MBHAS-5011 1,88, MBHA3.56/14, MBHA3.5611 5, MBHA3.56il 8. MBHA5_5OfT25, M13HA5.5019,25, MSHA550111 25, MBHA5.50ill 88. M8HA5.5U14, MSHA5.50F18, MSHA550118 6 MBHU3.56/9.25, MBHU3.56flI.25, MSHU3.56111.88, MBHU3.5&14, MSHU3,56/16, MBHUS.56/18, MBHU6.6019.25, MBHU5 50111 �25, MBHU5-50111.88. M8H U5.50/14, MSHUS.50116, MSHU5.50118 FL#13975-RG Sag N Product Model, Nmm bar or Name I SDV=300, SDW22338. SOW22438, SDW22458, SOW22600, SOW22600, SQW22W8, SDVM634 2 SDWCIS4SO. SDWC15600 3 SDWHI9300OR SDWHIG4OOD2. SDWH19600DB, SDWHI9800DE. SDWH1RIOOODB 4 SDWH27400G. SOWH279DOG, SDWH27800G, SIDWI-1271000G, SDVVH2712DOG 5 SDWS16212. SDWS16300. SDWS16312, SDWS1 6400 6 SDWS19000, SOWS1971Z SDViiG224OO.SDWS225O0.SDWS22512, SEYWS22800, SDW=8i SD`iAW290O, SDV�IS2211 000, SOWS221 100, SOWS221200, SOWS221500 7 SDVV=3000R SIDWS22400138 SOWS225GODG. SDWS22OOODB, SEYWS2280ODB. SDWS2210000B 8 SDVVS223120BB, SOWS22512DBB 9 SDWS2730OSS, SDWS2740OSS, SDWS275i SDWS276OOSS. SDWS278OOSS, SDWS27100OSS, SDWS2712DOSS 10 SDWV13400 11 STN22 Fli 5393-li %Ilta Product Model. NUMber or Narria 1 AS 18. AS 1885, AS I BSO 2 AS 20HS 3 AS-20 4 ASHP Product Deracriation Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Massionry Top IF farge Beam Hangers Masonry Basin Hangers Pirroduct Description Strong -Drive SDW EWP-PLY and TRUSS -PLY Sorem Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-NEXSorew Strong -Drive SDWH TIMBER -HEX HUG Screw Strong-Dir" SIDWS FRAMING Screw Strong -Drive SOWS TIM13ER Screw (Interior Grade) Strong -Drive SDWS TIM13ER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Strong -Dove SIDWS T I MBER SS Screw Siroing-Drive SDWV SOLE-TC-RIM Screw Outdoor Accents Hex -Head Washer Product Description IS ga. Truss Plates 20 ga. High Strength Truss Plate 20 ga. Truss Plate Hinge Plate Connector FLOI 573G-R4 2*d&9 Product Descriation I -HP Adhesive Anchor for concrete 2 GAC. GDP, GDPM-50, GDPM-75, GDPM-100, GDPS. GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 3 POPA, POPA-K, POPA-MG, POPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners. threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K PCLDPA, PECILDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete W11,111KI-110M Simpson Strong -Tie 2020 F13C Approved Products For direct Inks to all SST approvals listed below, ----g For additional Information regarding FlorldWs Statewide Product Approval System and M19rnI4)ade 11 HUS, HUSC series hangers 12 IUS series hangers 13 LGU3.25-SDS, LGU3.63-SDS, LGUS.25-SDS 14 LU24, LU25, LU28, LU210 15 LUC26Z, LUC21OZ 16 LUS series hangers 17 MGU3.e3-SOS, MGU5.2"M MGU5.50-SDS, MGU5.02-SOS, MGU7.00-SDS 18 MIU series hangers 19 Mli MUS28 2D SUR, SUL. SURC, SULC series hangers 21 U series hangers FL#1 0667-RB AW r I BA series hangers 2 DGBF series hangers 3 DGIF series hangers 4 DGHF series hangers 5 EG5, EG7, EG9 series hangers 6 EGQ series hangers 7 GLS series hangers 8 GLTV sonars hangers 9 HB set" hangers 10 HGLS series hangers 11 HGLT set" hangers 12 HGLTV series hangers 13 HIT series hangers 14 HUSTF series hangers 15 HUTF: HUCTF series hangers 18 HWP series hangers 17 HWPH series hangers 18 ITS series; hangers 19 JB series hangers 20 JSA series hangers Updated Notice or Face -mount hangers available In widths ra,ufroA 1;PK 3. 9110" and he igft ranging from 4-511 O"to I ni version CH USC) available for models having at .0 I "n greater than 3-R/16" 11loo ��al r1_ Face -mount hangers available in widths ranging fir 1 7/8- !a; " U6 . & '�- 0 5/8" and heights ranging from 9-1 14!'to 16', we Fare -mount hangers CP i Face -mount hangers Face -mount hangers Face -mount hangers available in widths ranging from 1-91 5/8" and heights ranging from 3" to 10-1 SA 6' Face -mount hangers Face -mount hangers available in widths ranging 1 11-9116"105- 1/8" and heights ranging from 13-15110"to 11i Face -mount hangers fro Skewed face -mount hangers available in widths ranging ;31 9/18" to 3-9116'and heights ranging from 3-1 t1 Wtoo I Concealed flange version (SURC, SULC) available for double 2X and 4X models; on ty acute flange is concealed, Fooe-mount hangers evoilable in widths ranging from 1-9116" to Wand heights ranging from 2-5W'to 11-114" Prioduct Description Top flange hangers available in widths ranging from 1 -9/16' to 7- 118" and heights ranging from 7-116'to W'. Top flange hangers available in widths ranging from 3-5/8"to 7- 1/8" and heights ranging from 9-114!'to 24". Top flange hangers available in vAdths ranging from 1 -1 Zto 3- 5/8" and heights ranging from 7-114" to 24'. Top flange hangers available in widths ranging from 1-31-Vto 3- 5/8" and heights ranging from 9-114:1c, 24" Top flangs hangers available in widths ranging from 5.IIW'to 8- 718" and heights ranging from 11" to 32-1/7'. Top flange hangers available in widths ranging from 3-516'to 7- 114" and heights ranging from 1 1-11WIto 37'. Saddle hangers available in widths ranging from 3�1/4�'to S-7/8" and heights ranging from 8- 1/2" to 29'. Top flange hangers available in widths ranging from 3-11,Vto 7- 1/8" and heights ranging from I I" to 37'� Top flange hangers available in wdths ranging from I -9/16"to 7- 1/2" and heights ranging from 8" to 3(Y' Saddle hangers available in wifthis ranging from 5-114" to 8-73' and heights ranging from 10-1 /1 28"� Top flange hangers available in widths ranging from 3-1/4�'to 8- 7/8" and heights ranging from 7-1/Z'to 37' Top flange hangers available in widths ranging from 3-114!'to 7- 1/8" and heights ranging from 14" to n' Top flange hangers available in Widths ranging from 2-5116'tD 3- 9/18" and heights ranging from 18" to 26' Top flangejoist hangers available in widths; ranging from 3-1/8"to 3-9116'and heights ranging from 5-3J8" to 13-118" Top flange hangers available in widths ranging from 1-9116'to 5- 1/2" and heights ranging from 3-7/lfr'to 15�*. Concealed flange version (HUCTF) arvailableforall models having width equal to or greater than 2-9/16", Top flange hangers available in wdths ranging from 1 -9/16" to 7- 1/8" and heights ranging from 5-3/8v'to 2&' Top flange hangers available in widths ranging from 1 -9/1 O"to 7- 1/2" and heights ranging from 5,T8" to 37' Top flange hangers available in wdths ranging from 1-9116'to 3- 518" and heights ranging from 9-116'to 16' Top flange hangers available in width of 11-9/16"and heights ranging from 5-3/8" to 7-114", Top flange hangers available in width of 1-9116'and heights ranging from 9-3/1 IT'tD 13-1/8" Simpson Strong -Tie 2020 F13C Approved Products Updated 125"21) For direct Inks to all SST approvals listed below, CLICK HER For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), CLICK HERE 5 SET_XP Adhesive Anchor for concrete 6 Strong -Soft 2 (STS2, STB24SS, ST B2.6151S) Strong -Soft 2 Wedge Anchor for concrete available in carbon Mel and Types 304 and 316 stainless sthal 7 Tiften HD (THD-H, THD-HMG, THD-H4$S, THD-H6SS, THD-CS, THD-CS6SS) Then HO Heavy Duty Screw Anchor for concrete and mawnry arvallablewth hex head In carbon steel andTypes 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (TH037634RC, THD5OM4RC) Then HO Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB2515ORH, THE)B37158RH, TH037212RH, Than HO Threaded Rod Hanger for concrous THD50234RH, THD10212RH) 10 Wedge -All (WA) Wodge-All Anchor for masonry FL#16230-RB 2`11111111LE 1 AT-XP 2 ET -HP 3 SET-XP 4 Slong-Solt 2 (STB2) 5 Till 2 (T7N2) 6 Titan HD (THD-H4SS. THD-H6SS, THD-CSSS!93 7 Titen Turbo (TNT) FI-81607-0 Product Model, Numberor Name I )048101&5K; XIS1018, X1 BI 0164K, X01SID18. )(01 B1018-4K 2 XL01 I 4TI 224. )ILQ I 14B1 224-2K 3 XM01 14SI224, XMQ1 14BI 224-2K 4 X01 1 4S1 224� XQ1 1 481224-15K X1 14SI 224. XQ1 I 2SI224, X01 1281224-2K 6 XU34SIC16, XU34B1O16-5K FL#i 12211.9 1 DSSCS43.5; DSSCB4d, DSSCB48, DSHS 2 FCB43.5. FCB45.5. FC947.5, FCB49.5, FC8411 5 3 FPHSD3451016, FPHSD34B1018, FPHS03481010-5K, FPHSD34S1214, FPHSD34 Bi 214, FPHSD34B1 214.5 K 4 LSFC2-25, LSFC4.25, LSFCO.25, SFC2.25, SFC4.25, SFC6.25 5 LSSC4.25, LSSCS.25, SSC2.25, SSC4.26. SSC6.25, MSSC2_25, MSSC4.25, MSSC6.25. MSSC4.25KW. MSSC6.25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKWi 7 SCB43.5, SCB45.5, SCS47 5, SCB49.5, SCS411.5. MSCS45Z, MSCB475 8 SCS32-5197. SCS62-5Q7, SCS62-5fl 1 S, SCS82-511 18 9 SCW3.25, SCW5.5 10 SJC8.25, SJC10.25, MSJC8.25. MSJC10.25 11 SSB3.518 12 XLSH3481 414, XI-SH7881414 13 XQ1SIO16,XO1S101&4K,XQISI214 X0181214-3.5K,X078SI224,XQ7aBl224-3K, XQl 1 4SI 224, XQ1 1481224-2.SK XQ 112$1224, X01 I 2BI 224-2K, )C34131 01 e-K X1SIO16, XIBI016-41K XlS1214, X181214-3 5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Ad has" for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong-Bolit 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Then HD Heavy -Duty Screw Anchor for concrete available in 304 or316 stainless steelwith hex head, and 316 stainless steelwft countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Derscription #10-18 Striong-Drive X Maltall Seff-Drilling, Topping Screws with #3 Drill Point #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Scram with #5 Drill Point and Large Dia matter Hex Washer Head #12-24 Strong -Drive XM Mediurn-Head Metal Self -Drilling, Tapping Scram with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Seff-Drilling, Tapping Sere" with 06 Drill Point #10-16 Strong -Drive XU Metal Self -Drilling, Topping Screi we #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Con neclicir #10-15and#12-14 Sireng-Drrve FPHSD Framing­to�CFS Seff- Drilling, Tapping Screws Steel Framing Con nector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Contractors Bypass Framing Slide -Clip Strut Connector #14-14 Strongf-Drive XLSH Shouldered Self -Drilling, Tapping Screws 610-18.412-14. and #12-24 Strong-DriveX Metal SO -Drilling, Tapping Screi (D > 2 C- (D a) CD_ CD_ = 0 CU lW (D C) CD_ a CU C C) .- 0 .4- CU LJL_ ,- 0 CU > C/) C/) -0 (1) E L_ .6-0 CU L_ 2 CD- CU "o _*__0 U) z (D U) ICU > 0 > 0 0 CIO ICU UJ < (D Z Z < _J a - SHEET NO. PA 1.3. III I , - I i 1 1 I 11 1 1 - -- - - - - - - r- I -It - - - - - - - l J inr "pi r Pal-11 .I.'IN it W U MIAMI� -D"ECOU=iTY PGT Industries, Inc. PGTIndustries,3ne. � � � i- � -0 E PRODrCTCONTROL SEMOY PGT Industries, Inc. Q � 0 1 mBD= -t F yids 175-t _74 DEF.EIATMENT4F AEGi1LATOAYANmiECONOhtIC AFSOLiRCES (RER) �,iutmt. Plourde 33175-3#74 NOTICE OF ACCEPTANCE: E�7DENCE SUBMITTED NOTICE OF ACCEPTAiS CE: EVIDENCE SPBMErMI) � C � � BOARD AND CODE ADAMMTRATIONDMSION T t7s61 its 2s4o r (ss) 31s-=sus► 1. Evidence submitted under previous NOA NOTICE OF ACCEPTANCE: EVIDENCE SUBMT711) D. QUALITY ASS[TiLkNCE � 1 N .� � NOTICE OF ACCEPTA-N' CE (NOA) ,r.rtr.ald..iiaaesr woaony A. DRAi�Zti?GS B. TESTS (continued) 1. Miami Dade Department of Regulatory and Economic Resources (RER)- CD -0 UO -0 � PGT itidnstries, Inc. 1070 Technology- Drive, 1- anufactu�s die drawings and suctions. 5. Test report on 1) Air InfiltWian Test, per FBC, TAS 202-94 r-- L- •� CD- North Venice. FL 34.175 (Submined under V 0.4 .-Vo.11-f110 0) 2) Uniform Static Atif Pressure Pest. per FBC. TAS 202-94 E. MATERIAL CERTIFICATIONS W m 0 O L� SCOPE: 2_ Drawing No. ME}-5570.0, titled Vinyl Sliding Glass Door NOA {LM)', sheets 1 3) Water Resistance Test, per FBC. TAS 202-9. i. Notice ofAcceptarmce No. IS-i1328,14 issued to Vision Extrusion Limited for Y p :�. 0 This NOA is being issued udder the applicable rules and regulations goy emiag the use of ccrosuvctioatnatesials. Ibe through 21 of 21, prepared by>�ufwrurm, dated 10 05f15, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 "White Rigid PA'C Exterior Extrusions for indoors and Daars7. dated 084& 15. ` a � � CU CU C) O • c� documentation submitted has been re%, -Awed and accepted by Miami -Dade CountyRER -Product Control Section to 04Y05r 17, signed and sealed by A. Lynn Miller_ P_E. 5) Cyclic Wind Pressure Loadmgper FBC, TAS 203-94 expiring on 09�30,19. 6 G Oy to (D L fl. be used in Maim Dade County and other utaswhere allonyred by die Authoty Ka -mg Juaisdietiea (AW). 6) Forced Entry Test, pet FBC, TAS 202-94 2. Notice of Acceptance No.1&020.08 issued to Vision Extrusion Limited for # `�� o c ��°. C � 0 � 0. This NOA shalt noose valid afaerthe expiration date statedbelaw_T he Mama; -Dade County Product Ccnerol Section B. TESTS along v�ithmarked-up drawings and installation diagram of vinyl sliding glass door, prepared 104t3 Tan 2U2 and lighter Statics (Non -White) Rigid PVC Exterior Ex s for 6 d G . . _a (n Q (In Nf liana Dade County) an&orthe AM (in arms o1her than Miami Dade County) reserve the right to have this 1 _ Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 by Fenestration Testing Lab. Inc., Test Rtp�ort No. FTL W49, dated 11-06/15, signed and Si m+dows and Doom", dated 12108e 16. expiring on 12i?9,21. 'jm E y a product or material tested for quality assuranceputposes. If this product or material fails to petfoun in the accepted manner, the tnantfac Curer will incurthe expense of such testing and the AlUmav imnledtately revoke, ma ddfy, or 2) Large Missile In4 act Test per FBC, TAS 201-94 3) Cyclic Wind pressure Loading per FBC_ TAS 203-94 sealed by Idalmis Ortega, P. E. (Test report revised on 12104415 and 02'1 I116) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 3. Notice of Acceptance No.1-"528.15 issued to Vision Extrusion Limited for # m v "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extra us for � ;„ ; d suspend the use of such product or material within their jurisdiction. RER reserves the nett to revoke this uri#hmarked�mp drawings ration diagram Windows Doors" 08�'13115. 09;30,`19_ if it is determined County Product Control Section that this fails to along and of vinyl sliding glass door, prepared 2) Uniform Static Air Pr�ess�ure Test, per FBC, TAS 202-94 and expiring tm � � A acceptance, byIattti-Dade product or nta:erial meet fire requirements of the applicable building code - b Fenestration Test' Lab, Inc Test No. FTL $717. dated 12� 07;`15, and T 3) Water Resistance Test, per FBC, TAS 20..94. 4. Notice of Acceptance No_ 1�6-0712.i?2 issued to EI+IERGI Fenestration Solt#ions US This This product is approvedas describedherrin andhas been designed to comply with the Florida Building Code, sealed by Idalmis Ortega, P_ E. (Test report rn-ised on 0211536 and 0?24J1.6) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Eaterio including the High VelocityHutrirane ?.one ?. Test report on 1) Air Infiltration Test, per FBC. TAS 20294 5) Cyclic Wind Pressurre Loadingper FBC, TAS 203-94 Extrusions for Windows and Doors" dated MI. 51l6- expiring on 02, 04i2l . �, _ , DESCRIPT on Series �,01_ 770 Vinyl Sliding Gla ss Door (Reinforced) w,,*o 900 & 13.0 coreers-L'4LI. 2) Uniform Static Air Phnessure Test, per FBC, TAS 202-94 with miarloed�i draw and installation d of 1 slid s door_ F cgs iagi'dm viny � Prof 5. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, APPROVAL DOCK iE�T: Drawing No ID-5�70.tt Rea B, titled "Vitiy! Sliding Glass Door NOA (Livi,1"_ sheet 3) Water Resistance Test, per FBC- TAS 202-94_ by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12104115, steed and Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PI'C Exterior 1 through 2 of 21, t dated 1 ii, 05 15 and last iced on Twit1. shirred and sealed by 4) Large Missile It ci Test per FBC, TAS 201-94 '203-94 sealed by idalmus Ortega, P. E_ (Pest report revised orri 02.�15.'?016) Extrusions for Windows and Doors" dated 09115116, expiring on 04/16,20. staim A_ Lyatn Miller- P.E., bearing the iianti-I1ade CountyProdnet Control Revision stamp with the Notice of i E.. beating e Nlia at-D of g 5) C y�c algid Prew�urr Loading per FBC, TAS 7. Test report on 1) Uniform Stag Ain Pressure Test, per FBC, TAS 202-94 6. Notice of Acceptance No_ 16-0712.03 issued to ETVERGI Fenestration Solutions USA, `Trite Acceptance number and expiration date by the Manii-Dade County Product Cobol Section 6) Faced Entry Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201M Inc. for their Rigid PVC Exterior Extrusions for Windows and Doors" dated AIP\' auma4fise mpgctesstant al with marked -up drawingsand installation diagram Oft 1 Sir S door, d 3) Cyclic Wind Pressure Loading per FBC- TAS 2Qj-94 0$110117, On 012511 S_IISSILEL3 by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 111WI 5- signed and along with marked -up drawings and installatim diagram of vinyl sliding glass door. prepared 7. Test reports No(s). 10-002-792(A), 10-06-M052 7. 535753-49" per AS`IME-84, Limitations:table 1 (sheet 7) and table 2 (sheet D forapplicable SGD unit sizes, design pressures, reiuforcemeuft types. sealed by Idaknis Ortega, P_ E. (Test report revised on 0110414 6 and 02VI1-2016) by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (samples A-1 thru A-22). dated ASTMD 1929 and ASTMD-635, issued b_y EXOVA to Vision Extrusion for cellidosic types, sill. riser (see tables B-1 & $-_.sheets 7-8) and asreT7or layout sheets requitemcnts in 11 ihru 16. 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 1149/10. signed and sealed Jorge A_ Causo. P. E. (Submitted under.2 O 4 .Va.11- � t composite material_ .glass _ Rd ld whin PVC, Tan {Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be ) Uniform stag A Pressure Tit, per FCC, TAS 202-94 o1va. ) ($�� men ride: �rv_4 :�-a.1-0la7 asp labeled per referenced I+IOA'srlegttirements_ 3) Water Resistance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 8. Notice of Acceptance No.1d-0916.11 issued to Kuraray Arica., Lic. for their 3. Egress operable doers mast comply with min clear yvitt or height per FBC requiretnent as applicable. 4) Large Missile Dart Test per FBC. TAS 20194 ?) Uniform Static Air Pressure Test, per F$C. TAS 202-94 `Senta3-Glas+g (Clear and White) Interlae er", expiring on 07104118. 4. Pocket walls under separate approval, to be revievvedby Building official 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94_ 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc- for their I. ABEI.D G: Eachuniot shall bear a peimaaent label with the mantDi s name or logo. city. state and series and 6) Forced Entry Test, per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 20194 -Tresifolt Ultaciear. Clear and Color PNB InterlaS et-C, expiring on 07?08,,49. following statement: 'Mar -Ia de County Product C ram Approved".rioted herein along with marked -imp drawings and instailatioai diagram of vinyl sliding glass door, prepared 5 j Cyclic Wind Pressure Loadingper FBC, TAS 203-94 RENEWAL of this NOA shall be considered after a real application has been filed and there has beenno by Fenestration Testing Lab. Inc., Test Report No. FTL 85.47. dated 1.1104115, signed and 6) Forced Entry Test. per FBC, TAS 202-94 F. ST ATE_triEhTS change in the applicable i codene atim _ affecting the cnnaweofthis product- c g lv Pelf produ sealed by Idalmis Ortega, F. E. (rest report revised on 0211546) with marked drawings and installation diagram of 1 slid door, along -� � ll� 'may � 1_ Statement letter of conformance with FBC-SihEdition (2014) and FB C-6& Edition TERAH ATION ofthis NOA will occur after the expiration date or if there has been a revision or change in the 4_ Test report on 1) Air Infiltration Test. per FBC, TAS 202-94 by Fenestration Testing Lab, Inc__ Test Report No_ FTL 6337 (samples A-1 thru A-5),. dated (2017), issued by manufacturer, dated 09'14,117, signed & sealed by Lynn Miller.. PF_ materials, use, an&or manufacture ofthe product or rocesis. Msuse of this NOA as anendossmm of product, 2) Uniform Static Alt Witte Test_ per FBC_ TAS 202-9412,116 �10, signed and sealed by Jorge A- Canso. P. E. (Submiaed under :1�O �I A'o.11 _ ?_ Statement letter of no financial interest, dated 04?I $17, issued by nmamifactuner, signed for sales. achw sing or airy otherpugxresshall automatic allyteraminate this NOA. Failure to compiyw�;n; 3) Water Resistance Test, per FBC, TAS 202-94 0107 0.0) do sled by Lynn Millm P.E. section of this NOA shall be cue fortermination and removal ofN(IA. 4) Large Fissile In4ma Test per FBC, TAS 201-94 3- Letter of lab comp1mce, part of the above test reports. ADWIRTLSE-� T• The NOAnumber preceded by the words Idiami-Dade County Florida, and followed by the 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C C. C �ILC LZATIO?�S 4. RER Test Proposal No.17-0387, dated 05/05117. sieved by Ishaq Chanda, P-E- expiration dame maybe displayed is adv�erhising literature. If aaypott�ion of the NOAis displayed. they it shall be 6) Forced Entry Test: per FBC, T4S 202-91 1 _ Anchorverification calculations and structural analysis, complying with FBC-7ik14, done is its entirety_ along with remarked -imp drawings and iststalta#ion diagram of vinyl sliding glass door, prepared � by PGT, dated 12109r 15and last revised on 02'15/16- signed and sealed by G. OTHER INSPECTION: A co , of this entire 2dOA shall be rovided tcs the us®r b the manufacturer or its distributors and pv p y by Fenestration Testing Late, Inc., Test Report No. FTL 8548. dated 1? 104115, signed and 7 AnthoayLMiller P.E. (Submitted underA'Q_4Xv.15-1+10.01). 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series shall be available far inspection at the job site at the request of the Building Official. sealed by Idahmtis Ortega, P. E. (Pest report revised on 01.C14;'16 and 02111;16). 2. Glazing complies with ASTME-1300-09_ 55701.�770" i'inyi Sliding Glass Door (Re�io3xed) - L-ALL". expiring on �f 14+'21 _ This NOA revises & renews NOA 420-04'_9.05 and consists of this ape 1 and e-%idencepages E- 1. E-2. E-3. E-4. E-5 & E-6 as well as approval document mentionedabom_ ishaq L Chaada, P.E. Ishaq I, Chanda, P.E. Ishaq I. Ciaada, P.E. The submitted documentation was reviewed by Ishaq L Clianda, PE. Product Control Uait Supervisor Product Control Unit Supervisor Product Central Unit Superriser NOA No. 21-0205.03 NO.A. -No. 31-0205.03 NOA ING 2I-0205.93 NOA No.11-4.106.03 MC Expiration Datet April 14, 2026 Expiration Dale: Apri114, 2026 Expiration Dates April 14, 2025 Expiration Date: April 14, 2026 Apprflral Date:Xlarch US, 2021 Approval Date: March 25. 2021. -approval Dates March 28, 2021 Approva l Daft: 313reti 25, 202I Page 1 PGTh dnstries, Inc. CGI Windows and. Door, Inc. PGT Industries, ine. NOTICE OF ACCEPTANCE: EVIDENCE StTA TTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPT.AINCE: EVIDENCE SU'B�i1TTED 2. Evidence Submitted under previous submittal E. M-tTERLAI. CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quanex Part Super Spacer Standard dying with AS1114 C518 Thermal Conductivity A. DRAWINGS 0-891 BTU -in/ hr_ fi--`T, ASTM F 1249 VArTR Pass, ASIM D3985 Oxygen -Fasts; ASIM E A. DRAW] [N1GS 1. Drawing No. AID-5570.0 Rev- B. titled "Vinyl Sliding Glass Door NOA (L.1 . sheets 2190 I.G_ Durability -No Fog Pass. (Submiftled under previous AW 4 N v.15-0409 05) 1. Drawing No_ AID-5570.0 Rey- B, titled -Vinyl Sliding Glass DoorNOA (LW, sheets I 1 through 21 of 21, prepared by manufacturer. dated 10.05l15 and last re%rised on thmu � � man actluer, dated 10)05,115 and last revised on 02/01,'? 1- 04,22,20, signed and sealed by A_ Lynn Miller, P.E. 6. Quanex Part Duraseal complying with ASIM C518 Thermal Conductivity 2.22 BTU-inf andodd � yby m� signedNote: hr.it =°F. ASIMF 1249 R'VIR Pass, ASIM D 1434 Argon Pace -Pass ASIM E This revision consists replacement of same existing installation screw with flat head" B. TESTS 2189 I.G. Durability -No Fog, ASTNI E 546 Dew Point Dnrelopment -201F in 48 firs. 1• Test reports on: 1) Air Infiltration. Test, per FBC, TAS 202-94 (Stibnt ibed trader A10.4 Xv. 15-0469.05). 2) Uniform Static Air Pawire Test, Loading per FBC, TAS 202-9�4 7. Vision Extrusions, Ltd_ Parts conoirng with PVC-AAMA 303-13, Voluntary Specification B. TESTS 3) Water Resistance Test. per FBC. TAS 202-94 for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision E.xhusicros, Ltd.-VEX-1 by 1. None_ 4) Lange Missile Impact Test per FBC. TAS 201-94 AAMA Fenestration Exterior Profile Certification Program. (Strbmrked under.'V0 4 No.15- 5) Cyclic Wind Pressure Loadingpet FBC, TAS 203-N 0409.v5) C. CALCULATIONS None 1_ Nome along with na lmd-imp drawings and installation diagram of all PGT Industries, Inc. 8_ Vision Exttusions, Ltd. Parts complying with PVC=AANLk 303-13. - � representative units fisted below and Nested to qualify Dowsd 791 and Dowsil 983 silicones. {Subm tfed under N OA X6 15-04-09 0$) prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior D. QU:ALIT! ASSUL-UNCE FTL-7897r PGT P%75520 PVC Fixed Window (unit 6 in proposal), dated 09•'03114 Profiles for Vision Fxtrusi ms. Ltd_ v-EX-1 by AAMA Fenestration Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Rem (RER)_ FTL-20-2107.1, PGT SGD780 Alunmimum Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program 2107.2, PGT CA740 Alum Outswing Cat Window (unit 8 in proposal) FTL-20- 10_ Notice of Acceptance Rio 18-1217.14 issued to Energi Fenestration Solution USA, y Inc. for E. AL4,TERLAL CERTIFICATIONS 2107.3, PGT PW7620A Aluminum Fixed Window (limit 9 in proposal) and FTL-20-2107.4. their '-Ian 3040 &r light shade (non -white) it7ite Rigid PVC Exterior Extrusions for 1_ Notice of Acceptance No_ 19-0305.02 issued to Kuraray America, Inc. fortheir � PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07113!20. all signed Windows and Dooms', expiring on 02f04,21. "Trosifolt UThraclear, Clear, and Color PVB Glass Interlay'ers", expiring on 071080-4_ CZ 0 and sealed by Idalmis Ortega. P-E_ 11. Notice of Acceptance No_ 18-0122.02 issued to Fnergi Fenestration Solution, USA- Inc. for "` 2_ Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. for their � Q their series 'lime Rigid PVC Exterior Ern usit►ns far Windows and Doors'-_ expring on "Sents-yGlasit (Clear and ''bite) Glass Interlayers", expiring on 07iO4t23_ C. CALCULATIONS & 021?823. 3_ Notion- of Acceptance No_ 18-1106.10 issued to Vision Extrusions Limited for titter "Brow O 1. Anchor verification cakndatwns and structural analysis, cormlplying with FBC 7 L . 0-0 Notice of Acceptance No_ 2203,03 issued to Energi Fenestration Solution, USA. Inc. for Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows Edition (2020), dated W-120, prepared by manufacturer_ signed and sealed by their `Bronze &light shade cap coated White Rigid PVC Exterior Extrusions for and Doors"- expiring on 09130.24. � V Anthony Lynn. Miller: P-E_ Windows and Doors", expiring on 04i16-25. 4_ 'Notice of Acceptance No.19-110611 issued to Vision Extrusions Limited for their series ? _. Glazing complies with A5TME1300-04, 49. -12 and -16. "YE 1000 Tan 202 and lighter shades (lion-t'47e1te) Rigid Cellular PVC Exterior D. QUALITY ASSUTRANCE F. ST ATEAIENTS Extrusions for Windows and Doors"-. expiring on 11,29,21. � 0 Miami -Dade Department of Regulatoryand Economic Resources {RER). 1. Statement letter of conformance to FBC 7a Edition (2020). dated 04.22-20, issued by L•- mamifacum, signed and sealed by Anthony Lynn. Miller, P-E. F. STATENI NTS � E. 3LATERLAL CERTIFICATIONS 2. Statement letter of no financial interest and of independent, issued by manumfactwff dated 1_ Statement letter of conformance to FBC 76 Edition (2020), dated 021,01.,21. issued by 0 1_ Notice of Acceptance No.19-03015.02 issued toKum-aray- America. Inc. fortheir 04480-0. signed and sealed by Anthony Lymn Mill; P.E- nranufactu rev signed and sealed by Anthony Lynn Miller P.E. U) "Troi:sifoW Ultaclear, Clear, and Color PVB Glass Interlavers", expiring on 3. Private Labeling Agreement document between PGT. dated 03.3U115 and signed by all 2_ Private Labeling Aft dated 03.�09,21 between PGT Industries, Inc. and CGI M 07/08124. involved parties, Windows and Dooms Inc.. signed by Dear M. Ruark, P.E.. V.P. Engineering. on behalf of U m 2. Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. for their "SentmGlast both compass- (Clear and Mbfte) Glass Illtei`laytq's". expiring on 07/04;23. G. OTHERS 3- Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown 1. This NOA revises NOA# 17-0420.06 (PVT w C:GI) and updates to FBC2020 (71h Edition)_ G. OTHERS Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions expiring 04i2.I,21_ 1_ 1his NOA revises & renews NOA# 10-0429.0- (PLA w1CGI), expiring 04.'14.126. for Windows and Doors". expiring on 09,30.24. 2. RER Test proposals #19-1155 dated. 0 111020 approved by Ishaql_ C md.2- PE. expiring 2. The cturent associated PL4 CGI file #21-0205.0L expiring OV14,16. O s` � A. Notice of Acceptance No.18-110�6.11 issued to Vision Extrusions Limited for their 04,114?21 _ W CU series `"VE 1000 Tian 202 and laghter shades (Non-1Mliite) Rigid Cellular PVC j � t �®r � Z 41 r1.L. �_ Q Exterior Extrusions for'i14 mdows and Doors'. expiring on 111291?1. � y4.� � % •''�".t`, N . � Ishaq L Cltaada, iyE. Ishaq L C>,aada, P.E. ZJ Ishaq I. Chaada, P E. Product Cttotra3 Cart Supervisor Product Contrv3 Unit Supervisor Z Product Control Unit Saperri:Norr NOA NO. 21-0205.03 NOA No. 21-0205.03 Q NOA No. 21-0205.03 Expiration Date: April 14,2016 Expiration Date: April 14,2026 J ErWationDate: April 14, 2026 Approval Date: March 2.4.2021 Approval Date: March N5.:021 a Approval Date; March 25, 2021 E -5 E -6 E -4 SHEET NO. August 10, 2022 PA 1.4 1 swn .. '11 1■ L_ 11 1 ._ _ _ I. _ - . 1 11 1 '4r^,..... 1. !- 1 1. 19111111 ^W Cn —Cu O U MIAMI•al4D>r MIAMI-DADE COUNTY PRODUCT CONTROL SECTION N 2 � d O 0- O Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC O Cu -10 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 C '� BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED -#.— Q U 0 NOTICE OF ACCEPTANCE (NOA) www.mismidade.sov/economy O � O � p � 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 C 2.L N Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 061 C O- O O Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of I, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 11l�S o C LL O CU prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. „ ,o 1, dated 03124103 and Drawing No. LT4612, titled Cast -Crete 4 ", 6 & 12 ' O `'— > � O SCOPE: „ Cast -Crete 4 ", 6 & 12' Lintel Safe Load Tables", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 "Lintel Safe Load Tables'; sheets 1 ,, Lintel Safe Load Tables'; sheets 1 through 3 of 3, last revision dated 06/12/14, tilt • N This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dared April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last v `'' prepared, signed and sealed by Craig Parrino, P. E., on 08119114. y .; �, ,� Cl) to O)- Coca = The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on ra a �� o tp �—• U) Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS •C (J) 1. Test report onflexural testingon 4 ", 6 " & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Mode, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared B. TESTS C. CALCULATIONS Section In Miami Dade Coun and/or the AHJ m areas other than Miami Dade Coun reserve the right to have ( County) ( County) g b Applied Research Laboratories, Report No. 30404A, dated 04/10/03, si ed and y pp p signed 1. None. 1. Calculations for Cast -Crete Lintels, dared 08/19/2014, pages 14.201 through 14.236, d this product or material tested for quality assurance purposes. If this product or material fails to perform in the P q h' P P Pe sealed b Christopher A. Hamon, P.E. y p C. CALCULATIONS %e m prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E.10 o accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. -.�; modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). o fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig1. f p g p p y E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the Hi Velocity Hurricane P PP � P y �' �' Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS I. None. Zone of the Florida Building Code. 1. None, DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last z Cast -Crete Quality.System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled ", 1. N°ne' B. TESTS prepared ared y sheets I through re b "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", 3 0f 3, 1. None. County logo. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1None C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS . . 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).mi product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number receded b the words Miami -Dade County, Florida and followed b P Y ty, Y D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance ice. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS N 1. one. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and )J E-5 as well as approval document mentioned above. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. lfr Cl�C,,Helmy A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Pro6ct Control Section Supervisor Procluct Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 !7ROV_ i't✓l✓ Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 � og 2a12o2a Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Pagel E-1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None_ 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS .�+ 1. None. 1. None. F. OTHER F. OTHER i 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. CU 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- A. DRAWINGS E Crete USA, Inc., dated 06/I1/20, signed &sealed by Craig Parrino, P.. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of > L I_ 1, prepared by Craig Parrino, P. E , dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last L� }, revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on O January 22, 2019. B. TESTS 0 1. None. C. CALCULATIONS W 1. None. D. QUALITY ASSURANCE �+ U M m 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS =:3 Q 1. None. 0— F. OTHER 1. Article of Conversion for a name change. O ((� w C*ellmy A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. Z Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 -1 E-4 E-5 a SHEET NO. August 10, 2022 PA 1.5 - - - - I III I __ L - . - __ - - - I I '11 �.., 'or ,.W'r.or­P. 'III X T, 7LECO Z PRODUCT EVALU&TIONILEPOUX&D-20472LU 2 MODU r F,`V,UXAM[Dff2X2QKLNQ_2k47ZW 3 imc\ __S, TILLrr TESTING & ENGINEERING CC 1 2.2. TES REPORTS: TICS AN13 SPT-CFICAIMM WATTRR A. TTLLrr, JR., F-F. - � - "I CO Large missile Impact and fatigue load tests were performed under Protocols TAS Shall be strictly In accordance with General Notes and Components indicated on . 1 .4 "IT 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1. 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing FL C , U.- M., DW6719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1. 7 and 21 of Testing, Inc., Reports ft 96-569 dated 08/09/1996, #96-570 dated 0911811996, 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04118/1998 and 4 2126 dated 10/05/1 998 witnessed by Gilbert Diamond, P.E. and Report No- - 7.-UMITATIONS AND QOND1T11ON"f_U3L REPORT NO.: 20-0720.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7. 1. Shell be strictly In compliance with General Notes No. 1, 8 thru 1 4, indicated DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by OC Metallurgical, Inc., dated March 13, 20M an sheet I of 26, as well as General Notes # 1 thru 4 and 1 1 thru I 6, Indicated on sheet 21 of 26 of Product Evaluation Document (P. E. D.), drawing No. 20.1 TO PRODUCT CATEGORY, Shutters signed and sealed by Frank Grate, P.E. prepared by T'llteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT SUB-CATFGORY- Storm Panels 2J-STRUCTURAL ENGINEERING CALCULATIONS 7.2. Product miky be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1020.2 of Me Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Pirolection PrWucts length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and LLQ 4800 S.W 61 Sirest section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc., dated 11/03108 and 03112/15, signed and sealed by Walter A.Tillit, Jr., P.E. wood frame structures. Devie, Flodda33314 I.PURPOSE OF. UATION: 3. MISSILE IMPACT RUISTANCE: Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License This is a Product Evaluation Report Issued by Waker A. T11111, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule, Chapier No. 61 G20-3, Method I D of the Florida Department of Business and Professional Regullaftri. C VVIND LOADS RESISTANCE: o,vtt"6110,4% 14o ,#�� A - Tjt�;I,, , �, �\; ......... 4 V, � �P 20 Gage Ga�vanlzed Steel Storm Panel has been verified to sustair wind ..."�C,EN,9`- _ ip %.. % This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall beas Indicated on sheets 8,10,14,15, : 1i . - __ - I __ - .. S 44167 ".. been verified for compliance In accordance with the 2020 Seventh Edition of the 16, 19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. _111=�__Ilp. B ,�__:::�___ !-* !__ - __ ---I * F Florida Building Code, and to verify that the product Is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, 14, 15,17, 18, 19, 20 25 and 26 of 26, of Product Evaluation 0 ocument(P.E.D.), __�:�'* , - .,. - ?I . ��P.�01�1. STAIt OF ..-�51 � at least equivalent to that required by the Code. drawing No. 20-176. - _��v , I , 1 " I V "ZOR11101 --_,;,9:, ..", Z . This Product Evaluation Report shall be subject to review and revision In case of ,9c'--, IS, r� ...... '4,rfs/U�C�v a Building Code change that may affect Its limitations and conditions 5. INSTALLATION: "olillf11101110 Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED. sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product EvaluaWn Document WATU D�`I TI L TECO AD MON RECORDS I P. E. REPORT. 20 k G LORAL PROTECTION P R 00 UC TS, LLC % 20 GAGE 2.1. PRODUCT EVALUATION DOCUME-N-T-(P.E.D.Is (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL 5TORM PANEU DRW43 Ill M171 I, REPORT 9 2M72&01 Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEI21, indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document sheets I thru 26 of 26 prepared by Titteco, Inc.; signed and sealed by Waiter A. (P.E.D.), drawing No. 20-176. Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral partgA,JP,1,s 10 Evaluation Report, "o,ti A, r/411A, . ork01011411111#10" .0 ��,�� P, � Int4l�,,N ",.,; ..... .. ........ . ...... 01 ""I, � - E . '. I V� I N .. - ..... , ,/ � - - . .. v% 'i p4�� .-' \GENSe' .. , ., . V -1 � - 1. IS I. . . _� - " .. - ____ " S . .1 - NO, 44167 1 I ---Jl- �__4, � --44167 . I. -1 �_ - - . - - -J-fj, - , '. - 11i� 1, , 1. _;1, .1 . I _* I A iir * - -7,1-7, ,'-,O -1 * ' - - . E .. � . __ __ .. . - . . I %'o* "' . - / / lk _c�:._ STATE OF ,�,i _� , ­,0% X., . . .... Z 11, , . U 'I `1* ........... ill., ___ , A �, * W v,,.Q,�,.-, 1ORII3 .-�',,* _X v ly . ........ - `I`1,',,1,k9/QNAL 6355 NX 36th Street Suite305, Miami. Florida 33166 - Phu=: (305)871-15 - . N ,, 114PM11110100 . Oft I ,#oil I I 11 11 I GENEM NOTES: 6 3) IN CASE THAT PRECAST STOKE. 00 PRECAST CONCRETE PANELS, STUCCO Of? WOW BOARDS BE rOVNO ON THE MID MR EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH Tit MAIN STFtUC7LW BEHIND SUCH PANELS Zet!im TMW_U1C`IEV�A10AT I . DOCUMENT tPEO) MS KEN VEgtFTM (OR COVPUANCr IN MC40PAGE SHALL BE AS MENTIONED IN 9� 1) AND IN 6 2) ACCORDANCE WITH THE 2020 I 7" EDITION) OF ­E FIORIDA BUKDIN4 CODE (C) TV_D;I1Mr._11= 2M_SPLQFK_��­;�� DZ-Vint.i IGN ETEME IO 1620 OF THE ASUVE KWONED CUM, - 1/4-0 TAPCON ANC�OltS, AS MANOFACrURED By I I W BUILD". INC - #14-10 FANIEUMITE FEWILE PANEIALATF FOR A WIND SPEED AS RCOUMD BY THE JURSOICTION WHERE THESE S.U"M M I BE 44STALLED ANO Q AND PLUS ANCHORS. AS MATAIFACTURED 91 ELCO CO.STWUCF,ON PRWWTS ,OFT 4 DWECTOMALITY FACTOR Kd-015. USING ASCE 7-16 AND SHALL NOT DMIED THE MAMMUM (ASO) - 1/4 0 LAG SCREWS PER 4 D.S. DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14. 15, 16, Tit & 20 - 7/16"S � 5/8* WOOD SUSHWG. AS UFSTRFSUTM BY ALL PONT, SCREW. BOLT e, SPECUVI� CC IN ORI TO Flillorf THE ABOVE CONOT", ULTIMATE OESXN WIND LOADS DETERMINED PER ASCE 7-16 Cl� WNIWUM "EACED PENETRATION NIV *000 OI TW.ON ANCHORS SHALL HE t I/?- AMC 2- Poor FLCO PANCUATE PLUS SHALL BE FIRST REDUCED 70 AS 0, OESICN WIND LOAM BY MULMLYIW� THEM By 0 4 IN ORDER TO AND PAINEAM" KMALE 0. COMPME ThtSE W/ QAX IASO) DES" PRESSURE RATINCS NDJCATM ON SHEM 7 T14RU 12I 14, 15, 16. 19 & 20 C 2) MINIMUM r'OtEADEDSKNEFRAPON OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE - 112- NO ".EADED -10 IN ORDER VERIFY TW. AKT.�M � THIS P E D AS TESTED WERE NUT VVER STRESSED. A 3n INCREASE N ALLOWABLE STRESS FOR lovio LOADS WAS DiaL usto Too n4m ANMms, rAmmm spAtpoc ro *000 HAS inuot amilmiwD w PENEMIM INTO T�CG SNAL- BE CONSIDERED AS PART OF THE REQUIRED THREADEr PINIVFMV� ACCORDANCE RUN WDS 1015. C 3,, MINIMUM EDGE (US:TAW,f OF LAG SCREWS. INTO WOOD SHALL BE AS IIINCATED IN TT4M GMAFoRG STORM PA)41*S AGEOLACY FOR IMPACT AND WIND RESISTANCE 'AS EXEM VEMM- 14 ACCORDANCE WTF- SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING A, TEST"C INC REPORTS 96-569. 96-570 & 96-T30 AND C 4) *0411I PENETRAt0h Or *DOD BUSHING SKAILL BE S1IV 1/4* 0-20 SCREWS USED SKAU BE 1 '/2* LONG tIoNlow FENESTRATION TESTING LAB INC. REPORTS 02032 & 02126 . AS PROTOCOLS TAS-701. TAS,202 AND TAS-203 SHOULD STUCCO EXIST AND I' MINIMUM FOR *AIIS *" NO STUCCO AS WEU AS AMERICAN ITST LAS Of SOUTH FLORIDA REPORT 002 I 9.01 -09, AS PER TAS 201. TAS 20,' AND UES 703 STANDARDS C 5) to CASE 11M7 PRECAST STOW. OR PRECW, CONCRETE PMRE,S. STUCCO OR WOOD BOARDS BE FOUND OH THE EXISTING IALL. 4400ORS SKoU BE LONG ENOUGH TO REACH -,,It MAN STRUCTURE 8D.K S"H PANELS 2 ALL 4Uk1NUM CKTRUSIONS M BE 60153-76 AUOY AMD TEMPER. (UNLESS Ct"EFIWISL NOTED) SEE SHEET 2 AN040PACE SHAL1 BE AS MENTIONED IN C 1) C 2) & C 4) 3 ALL ALUMNUM SHEET IAETAL USED AT UOSUIRES �.ALI HAVE 3105-MI4 AULOY (U) AW-O� SIMI BE INSTALLED FOLUOMM ALL OF ?HE WCOVMFftOAFXJkS AND SPECIFICATIONS OF THE ANC�'S MANUFACTURER - ALL STM SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALFT" S--LEL- ASTV A-653 GRADE 50 MINIMUM. r- SO 6 PANELS � 4W Ell INSTAUXD "ORIZU"TALLY FOLLOWING INS7ALLA110% DETAILS SNO� ON SECTION 3 TNROI,C� 10 (SHEETS 4 CAI STEEL MSoCNATION W/rY- N 5 Kii, (AFTER ROLLED) "OUCH 6) EXCEPT ­HAt HEADERS (1) do CD SHAU NOT BEE USED 5 &I SCREWS 10 BE STAINLESS STEEL 304 OR 31e MST SERIES OR CORROSION RESISTANT COATED CAR90% STEEL AS PER 9 I SHALL BE THE RESPONSIBUTY OF THE CONTWWR 10 VERIIT THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ON SM18 Io/ 50 MIT YMO STRENGTH AND 90 ka. TENSILE STRENGTH A, SHALL COMPLY W/ FLORMA "DiNG COO[ SECTION 2.11 3.14 ATTACHED TO NSUR1 PROPER ANCHORAGE THIS SHLFTTER SHAU ONLY BE ATTACHED 70 CONCAM. SL(1K OR WOOD MAML BUILDINGS 5 BMIS TO BE ASIM A-307 GMVAWZEO STEEL OR AJSI 304 SEWS SIANIESS SIEEL WITH 36 kw MINIMUM VIELD SIRI 10 EACH REGULAR STORM PANEL MTN LENGTHS OVER 6'-@ THROUGH 12'-4', AS PER SECTIONS 6, 8. 9 At 10 AND ALTERNATIVES OW, 7 ANC404S TO WALL SHALL BE AS MIOWS SW A[ ' OW ON SHEETS 3� 6 4k 12 RESPECTIVELY. SHALL HAVE A aVOLE AND REQkLY VISIBLE MAIRXIW; NSTRUCTNG OWNER DR TENANT. TO SECURE PAN" "TH �LICAALK ftlWWMENT CUIPING PEMCS OF HURRICANE WARNW. (A) a 1X15Tfr1_f1QUffA_CQF0I7E 1i INSTALLA"ON CC44TFW70N IS 10 SEAL./CAULK Aa SHUTTER COMFCNEN� EDGCS WHiCk REMAIN IN CONTINUOUS WNTACI WIT� ;HE - t/4': TAPCON ANCHORS AS MANLOACTURE'D 61 IT* BUILD". INC (01- V-3192 DISO HE BUrLDING TO PREVENT WIND/RAN NTRLrAOR _ I/ 4 , , ,/ '" CALII-lk ANCHORS. AS MANUFACTURED BY DEWALT WC (MIN f',.3004) p,,) - ,/4-. , ,/4! ..O-Sr ANCHORS. AS (NST84BURED BY 4111 FMF SCREW. BOLT & SPECIALFY CC 12 STORM PANEL INSTALLATION SHALL COMPLY WTT4 SPECS NEXATED A IRS DRAWING PLUS ANY BUILDING AND ZONINC REGULATIONS ( th' o'F-3000 III'. I) -RCVTDED V T4E JURSDICTON WHERE PERMIT IS APPLIED 10 - I PANELM41E FEMALE 0 & PANFI"TF PLUS ANCHORS. AS MINUFACTURED 13Y ELCO rOkSTk,,,CTIUN PRODUCTS 13 (a) IRS PAW-Ct EVALUATION DOCLAMEW (P F 0 ) PREPAKD ff� THIS ENCokEER IS CENM AND DOES � -WITTIAUE NFORIAIT-ON (14-10 MN "r"S' ,­.,� AS .., ; OR A SITE SPECIOC PROJECT, I It WHERE THE SITE CoN"oNS DEVIATE FROM THE PC :I - ,/4'0 C TAP-CRIP URED BY �R­FASt CORPORATION ("­3600 pw,) NI� CONTPAC70R TO BE AT IlLf FOR 'HE SELECTION, PURC�MSX AND NSTA"Mlo KICLUDING OFF SNFT1`Y OF TMIS PROOLCT A 1) W EMKrh"l OF 7APCON ANCHORS INTO POURCO CONCRETE SHALL BE 1 �14', 2' FOR PANtLo,07F FE"f BASED ON THIS P ED =ROMED HE/SHE DOES W OMATE FROM THE COWCoT$DkS DETAILED ON TH� DOCUMENT ID AND PANEMALTE PLUS AND I 1/4- FOR CF TAP -GRIP ANCHORS CONISMUCON SAFETY AT SITE IS THE COWtRACTOR'S RESPONSIBILITY &2) CALA-114 A, SOLJO-SET ANCHORS SKALL HE EMBEDDED 7/8' INTO THE P� CVNCRM NO DAIDEOWNT INTO 10 THIS PRODUCT EVALUAFION DMUVENT Wl� EK CONSIDERED INVALID IF MODIFIED STUCCO SHALL- BE PERMITTED 1/4- ­20 SCREWS USED SHALL BE 1 1/2' LUMG MINIMUM 514OULD STUCCO EXIST, No I� MINIMUM FOR WALLS YOM WJ STUCCO. AND MAY 03F HEADED SCREWS OR AL,1 THREADED SCREWS W/0 IIEX III) SITE SPIMMIC PROACIS S�! BE PREPARED BY A FLORIDA WOMTERED ENIIMEER OR ARCHITECT �Cv, WILL BECOME " BUT IrTH W`NG NUTS ENGINEER Of RECORD (COR) FOR THE PROUECT AND WHO WILL BE RESPONSIBLE FOR THE :ROPER USE OF IMF PT0 ENGINEER OF RECORD. ACIING AS A DELEGATED ENGINEER TO THE A 3� � Ck% THA' PKCAST STOKE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE rcuko ON T'mi ED ENGNEER. SHALL SUSIMI TO THIS LA(TEW NE SAT SPECIFIC CRAWINGS FOR REVIEW 1705TNIC WALL OR FLOOK ANCHORS SHAIS BE LONG ENOUGH TO REACH THE MAIIN STRUCWq BEHIND SUCH PANELS ANCHORAGE SHELL RE AS MENTIONED IN A I ) AND Do A.2) (.) THIS PLO S`W`L EIM THE DATE AND OFPONAL SEAL AND SICtMouftE OF To,E PROFESSIONAL ENGINEER Or RECT)FIC TPA! PREPARED IT (a) �OMI 99& __" 14 SNUITER MANUFACTURER'S LABEL SKAU BE LOCATED ON 4 READILY VSW LOCATION AT STORM / ,CCN%�;V�U 1: * TAPCOm ANCHORS AS M~AC7vWD U, I I * BUILD", WC PANEL SHLFFTER IN ACCORDANCE MTN SECTION 1709 9 3 OF FLORIDA BUILDAIG CODE, ONE LAE]a - 1/4 a . 7/6* CALM-LIN ANC.to(M. AS MANUFACTIMED 91 DC*ALT INC (", I'— 1500 p.s, ) SHALL W PLACED FOR EVERY OKNkG LAKUNG TO COMPLY M14 SECTION I 70" 2 OF THE - 1/4'0 1 3/4� SOLD-SE7 ANCHORS. AS DISTRIERLITED By ALL PONT, SCREN, Bat & SPECALTY CO C�ORIELA WILDING CODE (MIN C-law 0 ­.) - 114- , 0 PANELMATE FEMN-L ID AND PANCLUATE PLUS M04ORS, AS MANUFACTURED ffY LLGO CONSSM(7ton I 11ft CRASHED S44U ONLY BE USED TO I pRcmcts (IWV F".2071 0.0 Iffit0lilotto DOTAIM PERMITS IN ?HE STATE OF FLOP" ; "" - , JC 0 CF TAP-CRIP ANCYIORS� AS MANUFACTURED BY TRU-FASI CORPORATION I'00,tiR A Tli�,,; L ....... : . - �� 11 0 1) MINIMUM tMENEDIRW OF TAPCON "CHOPS, ELM PANEIVAtrS AND CIF TAP-GRfP ANCHOR, INTO THE C044�-, .. I I ,�N,S� FLORMA BUILDING CODE (High Visiocity H., lea" Zone) \�c ule_ - BLOCK UNIT %MI BE I I/.. , -.. f - M`Cca � GAGE GALVANIZED STEEL SIM PAWL " -1. I 20 I I :** NO E1.21 CALX-IN AT SOLD -SET ANC�ICRS SHkJ BE EMBEDDED 7/3' INTO THE CONCRETE BLOCK 41167 - --!n INTO STUCCO SKALL BE �ERWMD '/4- 0-20 SCREWS USED SHkIL RE 1 1/2- LONG ho =U.-.-0'63V.C. , . 1 /I--- GLOM PROTECTION PRODUCTS. U.C. '4X VCV, AND t . MINIMUM FOR WAUL-S WTW 40 STUCCO a `C , / 71 LTE-C -0,., \1 ___ - SW 11 - TIUff 1oTDTW1Dr � I �I. * tACNEXIMINO �Moy . .=_. - ---,.,. INO'lF (-)��, 1. "X"�_ 20-176 I"WT - LoW.-,AWWVC_ I1%511.01_1.e.� I. ,�.%,�. "W1,". "IT " I I -_ Ru e`aT I . a - I =-��.- , I I I - - - ___.. WALTERA. nLLU, J&, P.E. PRODUCT EVALUATION REPORT REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global PrOtaftion PAVdUCJ&J,LC 48DO S.W. 51 Street Davis, Florida 33314 tifteoo@wl.com FI.P.P TA.-N. 44W ,,.-, I,bciIc.,4c,. AW, 9 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Wafter A. T111k, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. lliI G20-3, Method ID of the Florida Department of Business and Professional Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh F-difion of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code, This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect Its limitations and conditions Z1, PRODUCT EVALUATION DOCUMENT (P.LD P. Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru IS of 18 prepared by Tiltew, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/2712020. This drawing is an inteRpkrt�?609,11S Evaluation Report. I, , . 11 , .ockz� _:...-to " . - 1. ; N. Y, . - - - 104�.` \�'Elys. "--!`� , 43 I .*_v e - � , " --- lil- I -!F-1--_7�7-� I ` ' --A . ., 167 ". 21, At,- * !* . -'tORI0, 6-355 NX 36th Street Suite 305, Miami, Florida 33166 - Phone: (305) 871-fW,�494AQW,01-1 531 (SCALE 1/2- I-) - 15 1W (10TAL WIDTH) - I -1 . I - � - - - 15 1W (TOTAL WIDTH) - - I --- - - 12.500' (EFFECTNE WUTM) - ­ ­ - I - � I 6 1/4' - - ___- - -- . - --- 6250, .- - I : � - I Sr - - I '350, - � 1,3fo. - , 1_54010 1 ,.� GO . I N ! I --I 3w,-- 1,3w* - 1% , _r, , I I I I 0.036* MK "" I- , * - __­�, ,;�O. ---- J � WIVAIMM Sm I I , x % - - � � - A5710 A-463 I , . - - 0 , , 0 � ,� , - _--V 0 , I *0 L.. T 01 , "� 1 2611, " I 11 1 2 667* COW MIN = GRADE 50 I ' " - f I "W I I * 2.6sr i�� �, /,--,. �t � \ i OLVANIM I I G-60 GALV EOCE � I i " I - . I Typ \ E 2 ".1 . 2. .0 - �j *DO 2kD-; ASITM Sm -24 Z TYP. I \ - - Am 3 V _� -EUMED GF �i a - 04" MAIL �T - I - 11 - EDM DETAIL AL� - \ ,,,,, -Gp. � � \,7-/ 1714 _t�VIULETE -8.9 C-60 QkV A I , � � .17 48.V 1 t� - . . - - . � � ------ ------ - I - - - - - - - - . . - I , - , -, 3k- .no' - -6,2w - __ __ ____ __ - �'..'t.-i T STDRM PANE (91, END STORM PANEL - - 2AW - "I . � w � , I I I - - - - ____ . ____ � � . 1.2'. - 2. I 87' I PANeO S rw LP � -, _` I I , , , '7W , ,W - - .7 .' 4,* Too' P 0. 125* - -:- .�'O* So,% i64 -20. 12f W/ Hirewo Eow ,�,, " . f . I oo* ] SEWS I - � At 0. __,_�' J125, -_S MUD W471M S.S. STUD FINEW .150,- ,.� �> I o "-I I F__I ---I I I I " To . I � To a ANGLE 11 /_,_�� . t 2 7- .� - -AW " Ir O.0 Q ,/7" a �� I/ " .. �,� - - , " ,_1�1' - 3.375' - 093' o9j, - 1 5 1 , sm. - I- :-�-� �<-.K, - - , tooe- 1. 1 __,� -� �: i 2.12 . 2 000' I . � �_ �_ - �P93 , ,,-- '4� _� - SM 39 1;;91 sm - " - __ 2 125' U 071. 1 Z 12* i i !A" WINL I /I 10.250' �: - 001: - GET , 7 ! f f I I I � // 1"MMEQ1_ - - '125' 9 a 375 1 e �. - 1 I I I Jw- , ;y I , , J. , - S, M_ - - 1.500, - _1 SOO­ ,/� �. " -3W'( ISOMETRIC VIEW DETAIL A /;-- -2.000-�- ­2=0' - ROUNDED CORNER III, ENDS OF PANEL'S -ffft END UF W/ HEMM EOGE� (1) "b" HFADE (�) *IJ" HWER (�) AWAE ANGLE WITH STUD ANGLE WITH (N.T S) (4 @ REVEIRSE STU i - - __ _� YAM SEE OV. - = _f-- J ,/,. 6 Ip. O-U4' 374* T � TOP EDGE - 0"* . 14' v"" - '50, - I To '� - , i�11. bF PANEL ,55-­ - I 110' 125" -20, 304 SOWS I . 1/00 - t , I I . ; lf_�+-_" t _ � _ 1,407'1 375'/ .3--f 1 - 1 RNETED TO 12 1/2 - OC �1_ _� 'ID 053' M. ,640' I r � - -1 --, ) 1671 1 1 ! - - I I _ , � - Ioe- I .500`1 , 8"Cl-­( I t - . 3r . , - 1.671 , � \N _3 LZ,,DlIO` 'O"'. a,. HOLE MR . . I I i LOCATION AT -.9sr- I I `1 i , - EVVIY PANEL O~ t__ - __ _ _-, , .__ . - - 2-000' - - - ) f . .0n. .025' _, .�� ,TYP 7ow (1) KEY HOLE WASHER ___ _.�j - - M. @ '17' TRACK ANGLE (R 316* 'r TRACK T FLAT PLATED __" O.DMI pA,,.) �:� .094* __\ %,,00w "LVANIZED STEEL �?14"j , - "to VVITH STUD � r_ - I � 6*1� -�11 - U. W ,coS 1� I r-,) _ k�: rl , . ,�n-.(? � � , , - - I �� - � ­%, ; 8'1,(/l �i­, . . : We 875'. I . . ,,11. 1, ". t .. , , T, - t I � .. 3 �,� - 11 TIT A FLORIDA BUILDING CODE �fth Velocity Ku ) I 3*_ .. cane Zone) '� -1 o .. - I - TYR, . 1 OI jtrkC MCKEI EDGE 100F 'RAOM& i ". STATE OF ,*4,�, .12M M11DDIL bo� FP I I- TEI) 1 �250_ 25- 157 . - WING W ", . 20 GAGE GALVANIZED SM STORM PANEL OF^" IN, . S' �. ... � ,'to ..� - - 2.000` - , @0 KEY HOLE . . , - - I 0"'A'"n ,i4l N �_'S. . * RAIlk-i AT PAN 11 . =____�_ MOUL PROTECTION PR0DUCM LLC. .. P Z �_ �__ _ �_ -_ . _ , . 11111 _ __ _ _� � S.W. a, slow 4W� (j) 2"X7"Y1/A' . - MR. M =I. ALyntRATrAXY. USE WAC KIT w/W 177;k�-� fit.51 1crilWi A, tmolliIINEXIIII6 cmw�- 20-176 ...D., M. // ___­=WWW` 6"),M, ALUMINUM ANGLE MONOUTRIC 0064101 W/ ADDIFOAL - TOM __ , ,;r^-U- )M-r..& M: . 7/r.3/3r WASHER (STO&M CA-00MID lowaloa otoo sm all WKXEL P"'YED Sl" W1,11AM m - 1 - m ) Woo 1--! - 1- =Z41 *44111- , I - fo ' 1 , 1 j _2WX 1 1 -9 - � - 1 I I PROD]LIC f rVA1.1 7ATION R"GIRT No, 1fi4727&2 2 TS, Large missile Impact load tests were performed under SSTO 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report# 0814.01-01 dated 03111102 witnessed by William R. Mehner, P.E., Bortz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largeespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAILS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. I 1 23.01 -1 0, dated November 23, 201 0, signed and sea led by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, RE, as per ASTM S-8 and Tensile Test as per QC Metallurgical Report No. I OKMA 3i8, dated December 1, 201 0 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS On 24 Gap Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared byTIlteco, Inc., dated 12/18110 and 08/27113 (for this revision), signed and sealed by Waiter A 7111it Jr., P.E. 3. MISSILE IMP -ACT RENSTANCE: Large missile Impact under section le0g.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4 VMND 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, 1 1, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-17& Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and I 8 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. "0011111110 0 - FR,�; I. , ,ol; ... ,., k - �_� /Z_- I�M&A-"- I V ----I= _' - " . ' I - _= ___ __7 1. = , _:4-- -- - __ J , �.]iWli7 - : E - -;;"/z 716 * :*= / / S ', S EOF 1: - Z- . . - A I. IV` , - . ... . 11�1 . 01. . , '. '.. .. . 0,1i4, ,.,tORI13t",-" %0�i ......io, .... 1+ INQ to N AL xo ,1411111114101 1 1 Will 1111441111411olptir.14CO3 "I A;i0301T6.1Vff11 J, I? 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6,13,14, 15, 16 and I 8 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. / 11-MATERIAL CHARACTERISTICS AND SPECIFICATIQIME '\ J Shall be strictly in accordance with General Notes and Compone a I 4 sheet I and 2 of 18, of Product Evaluation Document (P.E.D.11bong No g No %;� . , 20-175. . 0- . -0 .Z� � ' Anchor specifications shall be as Indicated on sheet I of 18, oflrr.d,,t ; . ""o 4p ,;io is Evaluation Document (P.E.D.), drawing No. 2111-117& 1!� 0, co, - 7- i:p %21 V_ cn . Or ,.> k-E 0 co CP :i;o4 C; 7..JJMITATIONS AND CONDMONS OF USE: �- -0%3--01 ;_ - ." . V- % � Ion .:" ,* -14 � ' %ft .0 4P i-A ' 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14 Icated W I lift , � " I .W., .;a. 0) to on sheet of 18 of Product Evaluation Document (P.E.D.), drawing No. by TIftecol, Inc. Wafter i .1 .01 -* CX- prepared and signed and sealed by . . A. TIM, Jr.. P tE .t 0 X_ � 7.2. Product shall not be Installed within HIGH VELOCITY HURRtCAN i& 15 I 1* as defined on section 1520.2 of the Florida Building Code, -*c'o .!� ,:1 .., 7.3. Product shall only be installed into poured concrete, concrete block, and .., �_- 9 ,_ wood frame structures. , , Product Evaluation Report prepared by WalterA. Tlfift, Jr., P.E. (Florida Licange No. 44167), President of Tlfteoo. Inc. (Florida CA-000671 9). MTU D.-I TILTECO ADMON RECORDS k P. E. REPORT.2( GALVANIZED STEEL STORM PANEL I, DIRWG A 20-175 % 1/4. 2/4, 3/4. 4/4. 5/5. 7/5. , / 0, 2W/10. 3W/10, 4W/10. +6/5 5W/10. SW/11 & 7W/11 - - , _�,w , - AKHORS� FOR CONCRETE SEE SCKDULE ON SHErrS 0 At 2 - - __.__3: M0_ I' MIN FOR WOOD SEE SECTIONS OR SHEETS TO AL 11 : I MIN. 0 --.-- 0 11 0 0 D. M., @2g). (r�3)). + @. - ­­ � -1 --- I i - � ------- -- - I (�) 7­11 --- 1__TI -, -, . . . I I I 7-1--l' -7-T-71-7- -I I 1 I ___ -----I- a4­ 171, . __ 1 + I L -7 . 11 - , � ) I � q��. 0 @. @) I I 1 1 i I I , I I I 1 ! , I , I , "I � � 1 I 9 I � ; . i : 1 I 2 i I , 1 i i I I i i I I I I i I 1 1 1 � i I i ! ; . i I ) I I � � I i 1 I I i � i . I , � � 1 � i - . . � I : 1 I ! I ! i : � I 1 � � � I 1 1 ED � I -1 1 - � � -L __ . - I - I i i - _� - -, _� - -I- -,-.L 9 . - T­ -_ , f I I 1 ; . � I 1 1 � 1� - - - 1 i i T I ! i 7 7 , T , , I I I ; I , . I � � I . , 1 ; i I 1� 1 , I I . - � i t . � � k I i I , : i - t I I I . l � � 1 ; t, � 1 - : . 4 , I. . , 4 0) � � � I . , , � 4, 1 i � 1 1 , � , , � � i I 1 � ! � : � ; � i - ! � � i I ! 1 1 1 ! i ; I : � , � - - - - - - - - -- - - - I � i � I i a I , I 8 � UNSI PANELS i : . : * : I ; � � 1 : , EFOLTEDSPANELS W/ 1/44-20.1- � . I � i � I : I � S.S. M. . SOL */ 7/8* IF 3/32* :1 i 0EE SECTIONS AS ; ! I J . WINGNUTS 0 T � � I EA. OVERLAP . I ! I APPLICABU) i . � I . I � I '(SEE SECTIONS AS APPLOCAEFLE) � . I - I I I : � ! I 6 I 1- ; I I I I . ; ; I , 1 : i � I 1 � I 1 . � - - � - I I -, _LJ - I I ; . I . -1 - -1 -1- - I : T I I -- - - I , T , f I i . � - I I i ED I i , ; . - , - � I 1 � � 1 1 , � i I F 1 7 � I . , I ! I I 1 i 1 1 i I � � . 1W 1 , � I I i � � 1 1 � . . 1 I . I I � 1 i � I t � I ; I I � I I I I i 1 ! I 1 � ) , I I I 1 1 ! � I I � 1 1 I I , i I ! I I I i i I � 1 ; , I 7 . I � � � I I 1 i i � I I . , i 1, i I I I I 1 1 1 1 , � I . � I I - I . i 4 I I - - - . - - - - �41 . 1 1 , 'at - I �__ 1�� A i � I I i , - - - ; - - - - 1 1 i- � ijj, ­ * I i r 'I D. MI. @. @. 1 �41 I , I I I I- :---' _1,� . � IQ " I 14i I a, I 11 i i I (�)_&(�)_@- ("r_ _. '. 3' MAX - 1/4. 2/4. 3/4, 4/4, 5/5, 7/5. - '. MIN I' WN � IW/10. 2W/10. 3W/10, 4W/10, �_6/5 5W/10. 611111/11 & 7W/11 - - ANCHORS, FOR GONIC­ SEE SCHEDULE ON SHEETS G At 9 - - - FOR WOOD sm SECTIONS oft SHEETS 10 A, I I N.T.S. 2 47' 1/4' Me,. GAP (Me, o~ .1 Wool ftim -"-,-3 .;i�. _ , /IP,i,F ,4� �,�\_,-/ � _/ N_T,� 410"Atgoitir . , \---./ J __ __ , ,,,�� 'S , ,U) # 4' ,� ,% .......... . ? ,� '*T f� M."l- EN I. \ FLORIDA BUILDING CODE (High Volilecity Hur one Zone) I . � Itnaa, M 20 GAGE GALVANIZED STEEL STORM PAHL FP . D'� IN. _ _ : . TIT SECTION TR , .* - . . _ 0/40*M . _ 6 ; N,TS, * . bic- _, __ . / GUMAL PROTECTION PRODUCTS, U.C. Do= JAT:E 11LIECO.. :._� S, - / am SM. 51 STUDY __ ,�.. . �_. S. , ,vw- ' _ - 0', . ORI, - - . I. OMW_ � =I * It _ &�Io 1=7_1 � . �, )�16-% - 'Wo... 20-176 0 1 � . � `IkOi� � ....... �* / - Pool-Loto - am --- S. ' '%,� AU . � ____ CA -*DWI 0 . i - i - I alloom; Koi � 'Nikr. - ,.JJ,4E',,S4,oUUo,/W, MoLm . ft-UT , .1 - I- , I - -- FMI ; � i - � 3 W " . __­IW ,Low L, ... IX I i '"i6y - - - - I I _*_d` CD W III- Cn _0 -Cu > 2 a) C- ." -0.-- 0 = -0 2 CD a) C:J_ C:J. = 0 0 L_ C - 0) CU -1- 0 -0 CD .IZ a- W - a) := CD -0 0 0 -0 III= _0 a 0 = L_ 5- -9 = -2 U_ a) 3: CU . - = 0 .0 .4- ICU ,.I.- 0 - CU > . Cn = CD Cn ICU " ,40 -&-a CU -6-1, CD_ C:) - IIII- -0 . E_ (n < 0! 4 Z Z W mi INSTALLATION QUAILS FOR REGULAR PANELS(i) & JA DO =9M MMU FOR INnXIATKIN IN POLM QWWL IN LLATioN DETAILS FOR REGULAR PANELSQ) & IA INSTALLATION DETAILS FOR REGULAR PANELS(I & 3A IN10 EXISTING POURED CONCRETE OR CONCRETE BLQCK STRUCTURE Q0NXM BLIM OR W= =nM,=[UM'E 11MV1 91, In AMC VALID FOR FEGUL41L UEE SM AND E-Z H" M INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCAM ANC.0,13 0. . t-P-OW coolcat -M ." ANCHORSi FOR CONCRETE SEE SCHEDULE 04 SHEET 9 (ME SCHEDULE ON a SCHEDUUI! ON SHEET a Jk (W SO - - 7� �L�� 9WR_ I.- I - TIR --- -, 00110" INCHIMS T SWEIrS r' ; L I __TMED CDNCUX I WI�D - _RROUC 7 - . WXfFIRETE " WOOD SEE SECTIONS ON SHEET 12 SHEETS 0 IN 9) I I I t*4 1. i . --t- - L - TZ1.10001 M. ac. 3 CIO -1-olooll, - , , 1. CONCRETE 3' W..; (M SC-CDUL1 ON III% . \ 1 -1 . I � : Mo. Z57* . � - COMO" AND'aft; 11,11173, 0 � - .0.0om ANCHOWS ,: 1_� - __-7- - - I - II /2 1 QW P, REQUIRED, COM39M ANCHORS REOUM REQUIRED I to,, (1, o,UolAP, ,�WNCEE VALLEY) (SEIT SCHUQUE :-,I .. (SEE I I I - - I r 1 CONCRETE Amcmults - - - -AiD...a. S. it wat wo " , - IT) sm -.- - .)-\ : = =111ID; � I - 1_4` � � I & = C - - .-=- ) 11 _U ISEE SCHEDULE ON � - -v-- ." __ D"STM POURED ., . .,- I (1) 'L - , � _ _," �_l I 1 -4.. =Ln= (M SCHEDULE ON DA F 7 - " CD 11 - �� , ., I --- -To �Rl`a""D�L '. I E.10 " I Tro- am---%, W*rr 9) S�w 9) 94M 9) I- I �, I COW -RIM REMARM ­4: . Win \ � , .IKII_ eg %, )l - : (i� I 0 :4 0 -W - " `::4, ,L --, ­, � _ " -�­',T.'J� I - -- -1 L. � I I �L, , , . " CD CD I , . "L�. L" ,r-_� � �, gvx- , , REOMIRID, i I - -_ - '11.8 I i E-J. , , I'll f (:_- , V, .. L' I . 12:;v - V, � _J 1/4- � % I - '. --- . � : I i - I I - � -1 7 � --I_- . L I -e 0. I : L. I - I \ . � r I - 1/4* 1 � ,,..�--_­ L�,� , 1 - (�) I I , \, : I . I - I � I i I I - ( - I I .0 , ', \ , "-. J_.�� I I _= I - . - . � - I -1 -_ -_ E.0 �,� I , - . .I L­M-T --I- �R 1 ---1C 4 � i I .. I 1 I - I - L., 4� , I I I E_: - R � � I L I . � 0"Sym POURED, ­ I : : 4L I . �, . I � : ; ,�: - i . , � LL I i- _// . E D - f - . , I CONCRM � i 4 " 4 2 EC I., I . . . I I ; ,� I I . SOX , I I . r- - I ,� : " . I ' LL ,A:" L I.. ­� I EXISTING POURED i I - ar - - I : I I L L OF IV - I _ *1`000" I --- 1 2 a I I 1 03 R MSYV` MUNDO Cl) ' -1 0 : :L �'.L L I I i r., .- I ., Wooll, � I ; L i -+-a U) " L L' - - CONCRM REQUIRED. - �_ -1 �. - I I L L-_ I'll I ; , .7-,-- �L �w r ! � EV + L � - I I CDNCRETIE OR I - - I , I E-D. � : � I L WX fi ,��,,, . I = .: - . ; T . I L, , : __ I : - I" i - - - - - - , �, - , _ - L I : 1 01 6 \ L' _ J I ; - q) -13 .1 ,� - - - - ­1 - I - - . r_ � , , t -, 1 9 q I144 , , . � 1� , , , 4W r i ! . (I - r_ , 1� , . I � -� 7 1 1 1 - - I I- ­ -_ 1. -+--# I I A. : ? I o I - we ,4 41 A I -) I . - L ." : � . I I i�� L R i r R � i � - - I . , a 3 COMCloM BLOCK ; I : I W5o4OMUE � 9 z I imotrimutIe g 1 41' , : kwft S,w * REQUIRED. I I I I - . ! ,; ,/r .. " 'Ir t1C I ____ � � , -, ,�L I �, L , I I - � � - . , . , ; � "', � %�_ 41 I - =) M (i) 6 -1,,W ',=A. - ; - 0 I : .11+1 j;`�"­�,`�­ L , , - , . , L . -1 � : o � I -_ 1 -� =-.- � ', : % ="a 1 i I : I : I C&!"Nli (D:W 01VM 4".." .- I I I � . I! � I� - . � 16 V_ I I .. : I I I : . L I - --.Jr � _. � I i ; i - : * OWOUP 0 , �jI � ;,!'* � : P , - T­ � 1­ : I - � F-va, - 34-r- ( Tv - I I I `P - I - 30WWWW V I I 2 __� I , > I - : . C, I ; I -Too, oaNMI - ; ,a � .:Zr. : I Z , ; I . �t. I I . 1.44 .., ! I =k-11 . ! 1-1 " I . - i ; A`-- - , CASE 0 (PLAN) I IR : .* I � � ! I : , �, 10 0 I 1 1 Ilt I- ,gxr. L " � I I ,M`0 0 SHM"M 0 . _� '! . . N ,� i . .. i � _� .1r SCALE 3116.,- : I : I I t M I � 5 1 1 5 ---.--" I/'- .1 . ; I , ! I L . . . . V L_ 1 W-11 I ! . __! : 5 - - I I I I I I � I - � � . L SOX i � ; i al I i III :I/.---,- I . I.,--,",* - * , I ': , L I . '. - 5 - I 0 . I _1­ I,N, I - I � ", : - ; ; I : =_! �, � I I = SONCOWL =.1 Irl, , 1=1 1-9 . -9 .' - ss� eaI Y2 i � 0, CD_ i � I ti : I ; - �%.., rf I =.: " , I. &. Soon W/ W i ! i - : � : . (D � i I I 1 " Z16 � 1 � - 100"WeTa" I : !TIL/� =", L I ; "! `,., - , is - - - : I i I J 11'cololooLL, I WINWIR i;^ , !, L � ; I I I I . .QLAWL ,. ! : - . ,Zw;� -) I _"""U", : - -- T-0 I IT. V�A* , . 0 Wzmco� I k!! - ; o- 4 I I - ( I � (i) : " f vv�wlo 1 1 1 1� 11; ..'�-� -! - ,-,­ " � I I MW_ !IACMLN� I :\,I � , - I -""= ,\7j, 1: �1'1 : I I I r.,I. - --- , -1, i I I i ! �1, I : . Cn I , , 1 I! - I ', 1 1 1 � e - : . D _� - '_ IF,, I -­ - _ - K 0 r , �7 .7.1 -,r, .. 3 4 :&_ L.- =arami I i, I . - ___ 4 - - .- - Z. rl- & H.1-1-Z I . i-0- r I- ?,-) I ' "' * 0, �� i I r - - ", -, '� __07 , � I J � I I I � I - �_ - I I ,� I I 11 i =11 � - - L 11 - Pt � 12 I/r .. I ­_ 0 1 .1.2 I - t2 . I I I : k* L � I . . �4 - Xvi- : , !-,= I , I _i I- F - ____ - I I FXWM POURED 10 ,- 4 - I It - 1. (Alo'll"UP, . I . _ , . I I : i I.. �q 0a" I N'" � I , : X* i J __ =_,= __ I 01 : �I� aw I I - at- '. �'_. -1 � : ; iX1Zn : ... 1. W ,. ,�,, -.t2 !, , .F - I* - . ; la"'U" - - � < I I L r f .r;, EVERY sw 0 1 -/71.1 ; 5. "=,�_ - CONCRETE OR - '. ! A��-. I : - � I " '/'* "' ;, EXISTING POURED EO F : EXISTING POURED Ell I I O��! ,2 ,/r 0. �, ,. . I, 'Ir . : . "---, : - : i - I - , . 1 � fl -6-0 . OR -_ 'L I comcnm OR - I . .1 ,�! - I " .. J I I - . I Evtw sm 0 . CONCRETE .� . I ;_ I I I/ .� j�_@, __� : ; I : it we - 3, ;.. REDEFINED � I ; L CONCRETE OEM L I � � I Wv. 0 CONCRETE BLOCK co.'G, � . .2 ,/:F at 11 i f 'm BLOCK I . I - -_ - L, / - � e SOX. - - , 1 . I - OF IL __ 1� REQUIRED : E D I I , �_= 50 =211� , _L � =11� . I sox 3: UP.. 1ILM-0.0 Avg I' W. . � - CONCRETE ON . I OF 1 ' I W" , ,. , .. OF 'L' I - I , . /2 , I " . 1 2 � POLAROID : 9- CASE C (PLAN) �� " 1 , :., � VAX - L - : : 1 =3 � ... I , E i COMO" Koo. L D � ,. I , , , ,: � ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEET S : (_:: 1 'a : ! , � . 1 t. " ,rL ��): � L ' ' , C _ti - . - : SCALE 1pe. I - 1:4�11 � _3 . I � - (I I , .1 MAX - - 9N.T 1 N , , y , I -, ol.1 - 11 _J POURED ,� ": L � (1) , , I EXISTING POURM .. 11 I EXISTING FOR VIM SEE SECTIONS ON SHEET 12 I � I CONCRETE -_ -, � . I ? REQUMEO 1, I C �- I _3 -a - _311, " W I CONCRETE DR . I - , � - 11 REQUIRED I , - IL kwp - - - -4 " """ � CONCRETE PLO" . =r, I CONCRETE Moc"M , 0 '40 461 1 L.Vnr- C-1F5 11 I UP .. 10 REGULAR STORM M.�Plk 0 EUM110 - , , - ilia-01114, " = I 11, , COW I. - CONCRETE ANCHORS 0 RMUIRIED , , , " 0 DIM , I � r (SEE SOCRAUE ON (SEE SCHECUEC W- L ' I , - -- . 4 . . . . . . . i, /", C19:5 - - "" - mpm- =-.r-- vzma jw-'412� I 1� sm a " i , . I : � 0 (SM soco'" Do ., I-) %V " I (Sm SPADU ON #__ T - - iA- " AMC I : SIAGGE)" III/ STUD 0 � sHim a T000m. 9) S-MM I THROUGH 9) \, - sNurrs a INROUDH 9) C"-. OR R-NEIMM I ": I 7-3/4' � . I � I - - -Z(*V.-.YW 1 , , , -- - Wool =X" - , I - - - � 1 I I__E_: - MAk. SO L_ FEWMI ID AND ANEL14AIt - I J = : RM - or- L , , _ , SHITFS 8 THROUGH 9) ., CONCRETE = I - 1. I . _' L .' L - _ ­_ ­ , __ . _, , L 5- Lf : _� 1/4 PLUS 04 CF TAP MEE - . ; (�) , - - I :�: � , . I, I � �Sw 2.67* - =SM;W ow a T�)UDHI ) - , .1 - . :1, I I ,_ I Not WALL. IMNTIN CEILING AND &f% MOUNTING SU11-0 1H Ifilm ALTERNATE Mlff MOUNTING --- sump li mag T IM 7;�== - I " Iy4-e­2OK3/4' S.S. DOLT - 04311AP --I-woz VALLEY) 0 - 1-IL "vs 9 I , ", - i ,1/4* - CIO a- WA6 MQ410", /.: =��_ W. �,. IN/ 7/9`.� , - � ynilllc SECTION I SECTION SECTION 3 S=ON 7 1 _0III, Noa 0~ �- I " cl�, / �, , ,� C1.,:6 . , 132* WING N61 - - - - r, SCW 3/0-1. SCALE 3/a-,* WALE 3/8-- SCALE 318-1" _WAUE 3/8* 1 - OPPIND .0m ka . . M 6 2 1/2 OrC, I CONCRETE ANCHORS __ z-4­ - III: %,.= _. isnusnavula: ON , . \�� �_��� . -. CDNCRM ANCHORS HE ') /4 MAt 0 a) , L - I _0WWP_ `IIWDJ PoNcom "c.aft STADOMM ! a I I I - EDGE OF EXISTING to FAV 1* WIDE I, VARIES x 1/8' ED. - EDGE OISTANCE W/ SPA (Sm SCHEOUUC am (Sm 900" ON a E.D. - EDGE IDWASCIE OPEN" 0-6 , G&!W;!#") SHEET 9) ,LOC. : -...gc� tSEE SCHEDULE ON � THICK kum, TUBE 011, I' . I (SEE SCHEDULE ON - SHrV S) �� OR SEQM "O. I(IMJ Cn 0 DW 0 - 1 COSTING SWCO/ P T WOOD PLATE SPAM SHEETS a & 9) - - ! - (a) I i SHEETS 8 & 9) I . . WOOD OW I I i - P carrfou _99= V=11OCK *R oraum _10NOWK � I OWNED MORCM m � �, Irim 1,T, QUIR, I I I I . ;�, ; � �, r 0% LO it REOLOW L. ICU I It NEW I' WOE . VARIES ,I 1/8* I "I Non FOR cagrINAMON gf -TK*S; REQUIRED � : I I ALUM. TW OR I' . VARIES "-: I DIRECT N UNTINQ D11W AN A6 IIJOIJNTINQ DIREGI 119011 , I A-= Non I � " P I WOOD PLATE SPAM I I � 2 WA6 M , _ IIQ .Q W, I I . , K,~. I- I I CAN BE . __ . . . CONCRM ANONONS I � I SECTION 9 . - 'AV, COMBINED N ANY WAY TO SUIT ANY � . (SEE S= 4-- . INSTALLATION. SC0,LE I t1k A 7', %, I T, "MX: , , ", ; .:-Ac� C.M � SCALE 3/5- I' SCALE 3/11-1- " .. RITSTALLATION . / 12J:�e, : ..i : /v� ...... :. _g� I I � I _.. . I : 12 Ilr O.0 . �, � 'TOP & BOTTOM MOLWAIGS CAN BE IIEW! I -N-10- " : ro. VW I ,&otoolkft, I TOP == : COM91NED IN ANY WAY TO SLMT ANY G",P�01 SECTICI � EL 9 .i . - NN .,D i I = LU 7.1,11" , ' ­� - ' I 4) I-F.- ­ . ..... :!!b0,FN .... - , � 'L - . & .... .. - �_ T� _�_' ," L L .��:� ' I .. OCEN `,- - --, t " - . - M I I . Z . If - f 1� ===== OUSTING POURED .. �CEPJV:'-.116% FLORIDA BUILDING COM (Nigh volloctty cons Zone) . . FLORIDA BUILDING CODE (ffigh Velocity NU carts Zone)l =POU"I" -3/-�' L I � : . FLORIDA BUILDING CODE (Mligh Velocity Nw Como Zone)] - COMINIM OWNDRI - - CONtRETE Do- ,� = = L""".6 9, I . 1. 4 < REOURM. 7---- --- LE 0, r - (a. scontuar , ,Ii� . CONCRETE 8,GG, ; I alloot. W =-' . . I - �022,1` "010). M 11 .: . "MIAND "LIM, Wa I.. I'l 7 FDoI,l, nima. "C. FP 4A Sola'.. 6) " I - '. now MY - : 00"Clom I E : * * i 20 GAGE GALVANIZED STEEL STORM PAWL V_ REQUIRED YMQW`l` NODI : No 44167 1 20 GAGE GALVANIZED STM STORM PANEL -1 No. 20 GAGE GALVANIZED STEEL STORM PANEL Do- W .. . 1: . . TSUE L9 am 11 .I- TIAWN M X6 SECTION X_X __ *: B C-- - I - DISEANM No * : * , - Z , - SHEETS a GLOM PROTECTION PRODUM, U.C. a' SCALE 3/8-1- . _Ht� - -L '1> GLOUL ION PRWUCTS, LLC. "I (SEE SCHEDULE ON TOP AT BOTTOM U - '. I L 01.08111111. PROTECTION /3011 0) I I- WE 9F '. f 3 * * (1, *--- -.13--7- PROTECT am- E.O. - EDGE OUNTINGS CAN BE 3 - I lemmCn. Lw. 'WE Cr L" VN�,_-- ORI Not Sol. 51 grew - - . - _ _ .40D S.W. 51 STREET SHEET 9) COMBINED IN ANY WAY TO SUIT AW � Z-0-40 11LIECO."CL .= 1A 51 STREET - I TILLIT 71111olooll 4, �M�gERM OWWANY &W_ ft �'. ..... I I , �12� PKI11C M.)"�13-4. r. (W)�mi 20-176 BOTTOM TRACKS ADJACENT TO 3M=,1=O RANDS RIO',! IWW. ILL 3"'. DINC � =14 '* - � - X - DETAIL FOR SPACERS REOUIRM AT TOP Oft s,$- 5 If or, - Z 11LIECOON vl�... $ ATE 0 Z '1UNG 'MR & �, /,* I -1 .. 11 DRID", � M4)m-7u4, FM, SECTION 2A V _10-k-D MUT MITI - M - WIMPE, It ... ft� (W)ew-na, r-- ('), 20-176 INSTALLATION. _1I CIA' - 1, Tun notolloot & CD ANY Doo,),Se� < - ___ ---.-. ,:. to,. �%y - - . - - - .. . R==" r"I. 0,14M. 20-176 SCALE 3/8-1- 11 X� - PIWI � ow-- -I - am -1- 01AWS, . 'III $I( It . - t C.0 .I-,- I 1. � go __WN Ckw" . -1.11 tA-0WV4 0"Wom ft: 1 A - .." MM-1 - 1-1- - Itoor , wc su,_,40G Mt 1 or 44011r� #Il.M,;W%,M,'SDNM' 0.4tow'. -UM/MTE =L10 IL m 1 - p-! - - 6 n ftoILTO`. `ILUT .. P11 t. - 1 --- - if!m- 1 - - 1 - 1 - _J _101 . - - ; 1 � 1 7 , Fog 1 - I ; ston. WILD 11441 *= Z IPF-E 1 I - I - F291 '. 11 - 1 ',-- - - " . 7 SROY4 D'u. , I I - � - I - - , I IL I I I - I I SHEET NO, SH 1.0, Va VC41PULI ON E -N A. !1V Ll a WALL AND FLOOR MOUNTING INSTALLATION FOR Ar SPUT PANELS 94117 a In 'sq�l 0CLn im"Cow H 2 A* c --!It CONCROT CA OLUX knCK 4 1/2" M", to IFULD AAUDCK SEP 9- 0 KrAIL I Pet "m LAr. r or Cr DOW" an GROUT mr 0. MUM SUDCr __w sommmos a u immu­ AULD" L (Tvp MP A w"Doo "00" 0.0" FECUND u " w smsm. 6 P) -72A w, It A NOW, NOTE, MU ALSO BE 14TNAM 0 STIRRIM PANELS ON TOP LBODTN CAR OR row SO THAT IF Is LOCAYIED11 TOP OR 90TTOM OF OPENING (ONE PANEL OPO" W1 TUSE TOP At VOTFOID MAUTF57 MULLION WNEDULE AM, i % 1 4 4:i. T.1 10 M L','j p F1111f Raqw-1 �.Iffjmmlw_ -4MFA- W.. MULLION REQUIRED w SRAAF tFL) TUBE VULUCN 2'.3'. 1/8' 1 4�-G. IQ 5-mr. 2' . 4* . 1/6' ;A s'-ft, TO W-la' r A V A 2* 4' 1." W-10, TO W-b", 2' 6' 'T L. I AN J,. t I 1 1 1 1 Ai 1 f 2 V. M,UAN EVA, MAE MJLU� -4- I SECrA)N Y-Y SPLIT STOMA PANEL LaAm SCALE SCALE 1URM 4 A-061 z 0 11:4 Ell IM161AZA411 WMA Z321 -1-7 2 2 1 71 IN MEAR, MULaON ALTMMAMM scur, Ile - I* N07ES LAM LOADS 1. INSTAL NS ARE ONLY VAUD FOR BUILDINGS WITH A.SZ. DESIGN UP TO Z.5, -72.0 p sLf, AND PANEL'S LENGTH UP To 8*-S* 2. FOR NEW WOOD FRAME CONSrRUCTOW WOOD MEMBERS TO BE SOLIHERN PINE NO. 2. W/ SPECIM ]DENSITY Of 0-55 OR EOUAL ttQ7_fQ&COMB#NF_TQN Qf SE,-T?Qhs;; TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN AW WAY TO SUIT ANY iNSTALLATON. FLORIDA BUILDING AFAFN. N" 4- A 'Fr- cmuc FLOW Maumma WALL & FIOOR MOUNTIN IbM1fiUARQK_-_AL1MUUM_M INSIAUAIM - ALIMNAINt (SECTION A? TOP IS LIMITED TO +55.5-67.0 MAX. SCALE 1/4' 1' AS.D. DESIGN PRESSURE RATING) SON F 7/4- 1- -1 FLOM MOUNMG LLA,nON - SECTION Sc^L CONCRETE AAAC`�__ CONCAVE ANCHM AM 0ON04M AMOKFRI� SEE SCHEDULE ON WErr 4; (SEE SCIACXAA ON (SEE SCHEIRU ON--\,." raft WOW 100, STE SECTICIL OR Vots 's SAW 14) SRECT I') 2 8 0, AM r*IA 0� 24/4, 3/4 OR 4/4 1W/I :IW/15 POURED CONCREM r*11 _ __ _F* a.. A I POUM COWAM q I I 1- 11 _11IJ I.- T 1 j i H 1 11 'a J An Ammi w7ump PAR (MM" "101.) (.fmm P*mma) I I ;.I CLAM i I .. - I H I ;Zlgffo c 9 Xt" _4�7- L , SM 0 12 1, Sm 0 12 fIr Oz� CME 0) DET 211t) 77"r OR 1 1 G POUND OOMmm � I i I LLL e L*1/4. 2/4. 7014. .3/4 A1/4 L*11. 2' 72, & IW/15 11TERNATE LOCATION LIFE SAFETY PANEL WIND M SAFM PANELS LOCATION ARRA Fr 1. REG" PANELS W/ OR WXW PO (SEE NOTE ISELOW) W/o REGULAR TPA"S (SEE AN BE= I;Arm PANEL OPENING SNALL SKET I-) POUND OR WE S6 OOKWE Awm (SU SCWDUtE ON 77=777, Uqr SC AS A _�ETY F.1" K,11= C %ral TFIW AF REQUIRED c� _el� �, - Fin) OPTION If I F STORM TO BE AWALLED 00 REMOVED FROM INOE CONCRETE FeclORS1 PANELU & ab OF STRUCTURE ISCE SCHEMI ON A I SHEET ELUAMON WALL MOUNTING INSIAUAIM WALL SCALE 3/32'-1' SECTION I - SECTIOR 2 SCALEc 3/r - I' eum, sr.": 3/8" - I* 60nop GAP F, LIFE SWM STORM PAND. CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) cile, OR AS AN ISTERIDR PANEL, (ANY PAWL LOCATION IN SEMEN END PANELS). PANELS LIFE PMj" SUM PANELS MAY OR MAY NOT BE PWAULLED AOWEW TO REMAq PANELS (W/ OR W/o REGULAR TRACKS) SEE W;R 11 PANEL AS SECTION 8-0 2 LIFE E�a PANEL CONSWS OF OLM* GALVANIZED STEEL STORM PER SHEET 2 Of DFMAANIG SCALE S/32--l- TICS TSELF TO BE REMOVED OR MWALLED FROM THE IWOE OF STRUCTURE. BE COMPON 2 DF`TNLS ORWINC, - !P� J, LIFE SAFETY TRAD I- BE COMIPDNENTQ)* aCrOM TRACK TO g1xv Sw , .Y HE INSTALLED WALL OR ADOR MOUNTED FO OWING SECI y COMPONENT roks 1 &ENS, 2 ON THIS SWrt, AS WELL AS DEtA3,5 1 2 ON SHM 14. FLORIDA BUILMG CODE (109h Vel*cfty Hit time 20"0) 4 ML.. z . , LEXMII FOR k MaDi'a T&Cm m FAA 09. A94CI40R SPA=FM0R`C= 0 ANCHORAGE AT SMOM is GIVEN ON 20 GMX GALYAMIZED SIM STOW PANEL SCHEDULES J& Z SHEET 14, 1 COMPONENT MAY BE PERMANENT 00 REMOMSLF� SATE VVI MAW PROTECTION PAM 5 SEE KTAILS, FOR INSTALIAr" INTO WOOD FRAME FOLDRIGS ON SHEE77 15. PRODUCTS. I.I.C. wo 11LIECOomic. ...... At 20-176 "Ce, (IF MWIL FIL, 6 SM SHETT 4 FOP DETAII, APPILICABLE TO THE NECESSITY FOR TME fWALLAT-aN OF LIMA. w-lotte F`UL_ SPACERS AT TRACKS ItWALLED AD.FACENT AND BEYOND TO STUCCO/WOOD SMOS, PL CA-CCOSTI. III ik. I I MMIMUM A.S.R. USIGN PRESSURE RAJING (12.s.f.) AND CORRESKMDING MAXIMUM PANIEL LIENGM = SGRIEDULL (VALID DAILY FOR PAMELSI'il &M INSIALIATIONS AS PER SECTIONS I MM in M 131611% A- A A &I wommum A&C, ;-7�� _KM De _.gL COND fAM Lm OF INDIA .55A -7" r-v OR LM 2 11�V Lle%M I TWU 5 a 7 SSA 17'-S' TO or-s' m.. 2 3/** UONGLIW I TMRU ll a 7 S&O. -710 �W-r To w-2, -1 2 1/2 lop 71"MMOI 6 "3A. -4310 121-- OR Use 3 'Ir 9 to 10 WITC IF/ 1/419-nel* 34 KS At WO~ Ay WOW 410.11001M OF %KL MAXIMUM A.L FIRE UJING (0.21) AND CORRESPONDING MAXIMUM ANCHOR WMING SCHEDULE FOR REGULAR SIM PANEU (1) & & INEAUADONS INIQ EXISTINQ CONCRETE & ONCRETE BLQGK SINCURES colt ONLY IN PANELS (1)& 0 DISTILLATIONS AS M SECNONS I THAW 7. OW SmEEDS 4 a 61 DESON PRESSURE %.I" I,.,) AFAAAAEAA ARGAEFFE IV"4 FOR L& - 3 'Ir APPLICABLE To swras f IANUMAM PAMEL ON "W%00. LERCT" OF 11415. UPOON OF INP-amp CALL PAWDAVJE FEEVE 0 P..amlr m COMORM I. ""E" 10 040" IF in C"E"CE cc al%atm in mwwm 1* low in 00oFmTrl To oo,$QWM It" I N/A AVA a, /A r k/A MIA 0. e NVA R/A RIA /A 2 (TOP) r VIA %/A N/A r A11A Ir N/A 2 (OOTTOW mS -72 0 AVA 4A x/. AIIA FAIR 3 &-cw) r-r OR Los Co. LEW VIA N/A 6. /.A ".1A 6. Nth El' 4 7 (BOTTOM) NIA %/A 2 I/rI a SM IFFETE In 0 11 FOR ANWAR WK A SPRING FOR PoSTALLATKAS FCO *NO FAIMUFF WMW ANGIER VAORES AM UNUM EDGE DISVINICE AM *MCA= ON INS SIPIORM IN ILQ JISS nVo NICACCID OR NOW" AIDUCE ANOM 9%CM 61 MIA.WLYIND SPA04 It"(001 ON SCIOLAX BY INE FULC"C FACTORS, " THIS OPEW 10 K POMLJL NVOLACED MOON 0111AFFIC) USM VACM SlVU W at UQi$ l)Vwv ***UM SUMCIN M �TW FOR LAC" RACXX TIAAE AT ANCHORS LOVAD #Mom In Ile. or uo� I/e. PA�_ FVMI a 1/41. Ail low w I/tIv- -I/**- Oft glum 0.) 3 5 1 2,12 3 10 5/9- LONG WAO KO"W/ r Its, us I� a 214- D.C. MR 4016 UP TO a -a Won 6 1/4* ILCL Fits Lv TO w-r MAA- OR �1,1­10 GRr W" I lIr me, THRIADEDUP _:O MEAM MR ALL. LEW" ON SHUT a FOR SD%RANN To cues ED* r 0 lot Ile m A we LONG emu OLS�" M/ SS, us. 0 6 1/.- Ox FDA Open. wws w it $1-W AM a FIN LIP To Ir_v r.." PUCE OR 4-10 OR FECUND PANCLAMFIE PLUS to :�". TIWAM or Drip" WOW PtAlt FOA LINGTHS UP TO ALL W-V WAF. DIRMT INSTALLATIO AWLTIENRNAIWE-_910f SCALE 3/s.1, INSTALLATION DETAILS FOR REGULAR PANELSJ) A dA INTO EXISTING WOOD STRUCTURES V V4 $.On 0 . W=;m IF wal = mw _j ARE CO' A. _P" Ell' ED' ED ED .10UPIP I Kamm ALTERNATfIff-M ALTERNAIM SCALE 3/8-1- SCALE 3/a-i- SEE SCHEDULE ON SMEET MR MA, SEPARATION TO CLASS I ED It Ell' 1,� I r;� OR 1 DO IQ fall ED-, 1/2- f FECUND *003 -w FECUND EaM.-R. KI I ALTERNATM 3w E 4W I l/.1M$= 0 4:4;"* L_ LI co I I n., IkATE At OF PLATE. SCALE S/a-l- SCALE 3/8-1- ANCH08 M 90TE i SHUT" TRACKS NOT SWOM FOR CLARIFTY CA NOTE 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO .55 -1210 PSF AND PALNEL'S LENGTH UP TO 8­8' 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECInc DENS17Y OF 0,55 OR EOUAL NOTE Em mmmrpti OF SErmu TOP & BOTTOM 61CRUNTINGS CAN BE COMBINED IN MY WAY TO BUTT ANY INSTALLATION. STUDS 0 rVm OVERLAP 112 1 Z C.) IT-ANEL END W3 10 1 1 h V TTI q I Z c W, 1114 14 11119 4 F.111 a 1:41 vun 0 EVVIV 1/ 0. C. S/6- (Cox y im- CASE U) "Paw OF W-&w mr-im Amommor MINE: 0 APPL94ILK TO DES" socimm" 0 & commem momw PAMEL LOW" it") TO TO in in CONCIRM DO 10 10111m RAT.0 t-fJ 00" c"I'm BURM CONCRETE SLOCK CONCRETE OOMCNTE SUM OF INDIA X/A N/A 1. WA R/A I do 2 (W) S, I (BOTTOM) cr OR Las N/A N/A MIA 6' N/A N/A I/A I A, 2 (FOP) 65.0 -720 9. 5� 9. 7 1/2' 1 (BOTTOM) '51-01 TO 7*-Ir 4550 -72.0 w N/A N/A N/A MIA 6. N/A 1. N/A I It 2 (TOP) To u.-S* L A v 4" Rv. 6 IS. 1. 0' 1 (BOTTOM) AMXVPA A" DES" PRESSURE RATED E­1i ALE I WO 0 511r ARM TOP It #04 UK A DING 41Y MA, FIF130 101 9 A0011) APftJCASUE TO - 1 SEC I & Lmy =4101 OF 71,04 MAXIMUM PANEL LENGTH IL" (it') TAPCON MW G%JN mma 10 DONORM MAU .49.2 r I. 4 1/2' 4 IL2' 2 (BOTTOM) r-r OR LESS +523 -Se.0 3. 4' 4 2 (BOTTOM) 7*-0' OR LESS +55-0 -72,0 2 1/2- 4- a 1/2 2 (BOTTOM) 7 s* OR Lrss ZL2.,.2 2 1/2- 2 1/2- I N/A N/A 2 (BOTTOM 1�172 G N/A N/A 3" 2 (marrom) BUILDING CODE ALTERNATE �01 /�4`% 1- LOCATION AT END PANEL ) 1 1 1: : I TW­ r OR _3*_ f2 J XOR mPF= SFIACWO SPACING MI, DEWL 2 iQ INSTALLATIN (AEPUCABLE M SCHEDULE 2) $CALL- 3/ilr - I' CORRESPONDING MAXIMUM & LQ AND MMIMUM PANEL LENGTH *0 SCHEDU ......... 7 No. 4416 IS SEE SIM Is FOR moon m a SM" "TAULATIONS "in wwo FRAME swum VMWM ANDW WWOM MAP WAKU EDGE DISTANU AN INDIGOES ft THE SCNCDLAX, FOR ED LESS 11" 090WAM ON SDCMAZ MEN= APENOR SPACING BY MULTIALYNG VA000, INI.E. OF. S09MUE Bf THE FOUMM FACTORS. FOR TOM OPERATOR TO BE POSSIBLE. FIEDUCED SPACING ONTANC USK FACTOR SMALL NOT BE LESS q� ANVU&M SPACING POICATTO MR LAC" ANDIRIA IYPE 9 ANCHORS uvm� IeA�_ Ile. Ile. MOM Well "saw an"'m = _­_ - Pa-DAIM PLAI, CA" FRA, AMC"" vwxx N 3 3 3 3 2 I -Mew DNA* 00 3 3 4 mum. Eft am mum meat - - L 2 -- __ t r 1 40 . I j I 3 t/r - CODE INSIALLATION INTO DUAILS EQR REGULAR PANEU & EX!SIING WOOD STRUCTURES -------- 11-10 PAMELAMIC PLUS - -0 IF Ig JI-10 PANEUMATE PLUS 1'*' � _V4-10 PANELIMLIT PLUS 6 1/4- OX, */ 1 7/15' g THNAI 0 g�/ EXISTING WOOD HrAIDER C1 4�r"l W TO EXISTING WOOO HEADER m%?w 11 1HRfAOE0 PENETRATION TO EXISTING WOOD HEADER I L - CAW VAUD a : 1 CAR, SILD & sm a I 2. I . 5 I/A* " A Cc WOOD NEVER REMAINED WOOD IlEADEA REQUIRED 50 SONEDULE ON Slow SEE SCICA" OR SEE 9011110DULt ON imPhAina, in avml nr wo, 90"ovint, TO CLASS FOP, VIA, SE�IRW TO GLASS, A01- PANEL LEMM Us. PANEL LENGTH MCA PANEL LENCTIl ss, (SEE NDTF 1) /O.-Imm", a& j (STE "ME 1) 7 F wx p OF V OF ow or mm MAX to VAR, " 0 I/C vw we Cc 1 0 yr - ED. t _j ED, LAG SCAM 11- 0.11 W/I 1/2- 21.41 WOOD PLATE REQUIRED 0 _P, _ �2�� ATE 2*.4' WOW Pw REWIRED MIN TOREADE PENETRATION Al No WIDTH OF PLATE V4.0 LAC SCREWS C. STAGGERED WO/ INSTALIAMN ALL' AT MIDWIDTH OF PLATE ALTERNALTWE 5W SCALE 3/8-1, DIRECT MOUNT ifti"IS WMALLATM DIRECT SUQNG m­ INSTALLATION wwr 3/8-1- SCALE 3/s-1- rl�, S1A- Oft ALTERNATIVES SW. BE At IOW ONLY VALID FOR SU xS0. DESIGN LOADS UP TO +43.19, -48.0 Co.f. AND .0 T Wt. UP To 12,-e ......... FRAME CONS11RUCTIOW WOOD MEMBERS TO BE SOUTHERN Vp % se�9N SPECIFIC DENSITY OF 0-55 OR EQUAL. FLORIDA BUILDING CODE (Ifgh Velocity t I OF SEcnoms No. 41 20 GAGE GALVANIZED STEEL STORM PAREJ TOP BOTTOM MDUNFINGS CAN BE COMBINED IN ANY WAY TO SUIT AW INSTALLATION. S Ak At T, 0;� RIO IL ECOomc GLOW PROTECTION PRODUCTS, U ItigAUATION OETAILS FOR OPTION 1 FOR UFE SAFETY SJORM PANEL SYSTEM 1/4*0 LAC Sm" 0 r oz. w/ INTO EXISTING WOOD STRUCTURES P914IM"A 10 WOOD WAM f J ail E. <-- i�, Mew wOl* V, 2 C/*2 0. v ALTERNATIVE I ALTERNATIVE 2 _ST SIVA tO 01WI2 0 TC W.1 71f- So, 3. FOR W, SCAMMTO. TO GLASS EQ� "I" E., EQ`L CO I WOW PLAn YMMAIM 0000 FILM REDUCED ALTERHADVE 3 ALTERNATIVE 4 r.41 MAE NCOLMM DO=I/r Tl� OR V-1m4lar LOAD, SAW "" A/ I 14*.-Zwr SjL Am AIL a, D.0 OR WOQQ EBME CONDITIONS ANGHQR LQMIQN 1 -20 PAWLIFIALM ou"11 0 OR AMBNADVE PANMJMn PUS & r OA "/I I "RW scuL vr it IOREm Pcoormnom TO PLATE 0"t SMITER fluc'm AM so- FOR CLAXAM, WALL MOUNnNG INSTALW19 too" ALTERNATIVE 1 ........ scmuL, a&167 FLORIDA BUILDING CODE (ft! Veloctly Hu 000o Zone) X. i .3m xnm tic. 20 GAGE GALVANIZED STEEL STOW PAMEL OMAN W S, DF I 00STALLATIOMS An OkVY VALID FOR B."NOS LITIN ASX- DEPON LOADS UP ."S, 00 AND PAWS LENGTH UP TO 0,-r, TO 4 IL ECOme. GLOW PROTECTION PMUCTS. LLC. Z FOR UM WOOD FRAME CORSTRUCILDIN, WOOD MDMM TO BE SOUTHERN EQUAL Am sw OSIRW J331- "At W 2. W/ SPECIFIC OENSIT� OF 0j5S ON -Voo (W)NO-"-k I- (ON)" --am 20-176 At NALIM k TILLC I.E. DMAINFAC - smw Is w 38 C/) -cu > 0 0 CIA. ca 0 -a 0) Z C/) CD 0 C) 0 0 CL q 0 U- cu 0 cu > C:) US cu C) I.+_ CIO 4-0 cl U) < w m _41AAAAAM cu > cn0- CL < -6-0 0 =3 cn cu m LLI M < z z < SHEET NO. SH 1.1 ANC14ORS (SEE SECTIONS ON SMETS 17, 1& 49 & 20) --- - - 3: w1w 307. 411/0, WIS. sm/it I -mm� f* SAWIS. ?A*/it A SAW/20 - MM/ge D.M.w U4- 0 0 0 0 0 0 0 7, j! 3' MAX- I' WIN. I 01 A@ C uri sAFT, 31,00 PxqvL F A 3r., PANEL LENGTH W/7/1 I WAS RUT IN (SEE SCHEDULE) VA74AP 4� .... ..... - ------ ------- ........ 1 E. nomm. wmm Comm MeL t* 411/17. w/la, WLI 6010/19. 7AXIIII I OW120 )IW/ti A WN/20 ANCHOR$ (SEE SECTIONS ON SHEETS 17, 10. 19 20)- QFIIQN #2 EQR UEE SAFETY SIQRM FANELa LEVATION SCALE 3/16--l- /r WILL. alp immir 01) OR 0 S CTION A -A "" 3/te-, M01MUNI K&D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (P.S.Q L (ft.) (SEE SECTIONS) TO GLASS 1 CONDITION 1 +55.0. -72.0 El. -a. 1 2 3/4- UNBOLTED I INSTALLATION DETAILS FOR QP110N #2 EQR UFE SAFETY SIQRM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLQCK STRUCTURES 1/4, INACON ANCHOMS -1/4* TAINCON MC"M I TAPOON ANCHcAS 0 -- 4,(4' INAM A4011CAS 2* D.C. 9* 9C. 00. OC POURED POURED CONCRETE Poliew CONCRETE POURED CONCRI OR CONCRETE OR COW -AM OR C09CAM 4ACCX REQUIRED BLOCK AFOLARED .1 OLOck RECLAIM BLOCK ACQUIRED FC:_ t 114' /4' Vw_ LO.......................... EO DR CONT I AT 4M^ UK PAR am, allows 5m WA Zan EX GLASS T A It 41 m �7::r -�T'77 0 G E DA E-,D 32i4,sls. WS, W/ NUT WASHER VA14 OUT WASHER 12 1/2- CX V32 *114 An 1/32' WIND (BEYOND) WASHER 0 12 /2" O.C� `.r*111150i (INEYON(l) - WCON ANCHM TAPCDN ANCHORS, -6 4 1/2* OX W4* TAPICON ANCHORS "CON 4 111 OG, 4 1/2- O.C, --=ft (SrAocan W/ mm) (STAGOO" W/ STUD) 4 I1r O.0 POURED CONCRETE FIGURED CONCRETE OR CONORM BLOCK OR CONCRETE ALOCK mc&�=. OR CONCRETE SLIDCH POURED CONCRETE MOURNED ACQUIRED REQUIRED W.OVM WWI All ATION ft" WMINT11MG: INSrN"TION WALL mwvnma MWAM W" WOUtMU9 IWALLATION a EL UM29MMFL a A�LEL v_Umz"jmR5%m scAUE SX.,. SCALE 5/9'-T' SCALE 3/3*�I' SCALE 311r.T" STE SHM III, a SO ft* ANCwWS TYPE a NXHM Tat SPACING FDA INSTALLATIONS Will AM APCOA Rum OUL04 mmPWA Oman 01) s UPOW.M ANCHOR SPACP" NO UNWA E N!S reerameer vDar INSTANCE #M WRICATED 04 THIS SCHUXALE To EA LESS THAN 0411 ON W.AW,l FLORIDA BUILDWG CODE (High Velocity Bur [cant Zone) SCHONAE mm SHOWN am NO 41 W)LVL"4 SPACING SCHEDULE AMOL U as OWASSO 20 UM CALVMUD STEEL STORM PANEL FIT By THE MUDOC FOCVM FOR THIS OMAN BY. Opawrow TO BE POSSIBLE R[bU= 1 36 SPACWG CBVMM US*4 FACTOR SHNAL ACT Sj TEZ sl GLOBAL PRoTEcnoN mI Lw. FOR CAW ANCHOR rYPf ON THS Sa"AL t , Z 11LIEC RE USS THAN 000" INIACW ING"HOD i/r am _0 WME_ P, =14 v;, � Ne MCNI " -10,14. FW (OWNW-47IF? 20-176 -00 --- AIT aw wr,�, , - -.I -41 WwT --,. I m I= 4.. Pt .147 1 - I - I - SNM,7 INUAURI QUAILS INIQ EXISTING TAPGON ANCHDRS EQR PQUEE12 MON #2 FOR UEE SAFETY GONCREIE Q8 CONCRETE ROCK �.* TAFCON O.0 SIORM SIBUCTURES ANICTIORS PANEL SMEM POURED CONCRE'l OR CONCRETE BLOCK POURED CONCRETE OR CONCAM qLW REQUIRED VS. 1/4' IRA , WWNPAWPOA. 19 r 1 C, �,T i, - z:t-,le, Aut. L E�D -a t-DA IO`P PANE61011 PLUS W/ FAMELMATE PUJS A/ NOT 411,4.-O'll 13r AND NO WASHIP 1;43/32, at C��3 _2OURM COWRM W10"TIM. OR CORI ISLOCK REOU"" WAUA MQUO RMUL&M $tmtmm W" kf9MUM INSTALLATIQIj ZECnON SA 2 Ug" PMEL Mo" 2 UMMM-PAM SCAU 31fr.1, SEE OW " A 90 FDA ANCHORS TYPE now TAPE _0411kilikir PULS, SPACW. FDA onrA�r4" NM wm MAIL Mo" 0.04 00 3 2 ROME WJLDW 490" AND" SP*40= AND mkww EWE OSTANCE AM WINGATED ON THIS _T­ SCHEDI IN ED LESS THAN WDICATED ON SCHEDULE RMLrA ANCHOR SFW:WC BY Kkifty" SPACIA; 940" ON SCHODUUT ACKAL CA ONCE NO* Now BY FIAT FOLLOWING FACTORIL FOR I- OPULAVION 10 K PM� REDUCED Js SPACNIG CITTAINER LAING FACTIGO SMALL HIM BE LESS THAN Mookm SPAM NDOWTED FOR MICH ANCHOR TVIIr OH TINS SONFIX&I 1 3 yr /6� �J!y, No. 44167 LLWM_A� WHOM I.Mm W PIP 20 "CE 0XVIIINIZED STEEL STORM PANEL D&NO ar GLOBAL PROTECTIM PROOlJCM U.C. LIECOsmic. AWQ se, M SAW CAME- A- =14 w PHOW-- (MANIS-rAl. FAX (w)mNl-m7 20-176 INSTALLATION QUAILS FOR 009H #2 EOR UEE SAFETY MRM FANEL SYSTEM INSTALLATION QETAILS FOR OPTION B FOR LIFE SAFEN STORM PANEL SYSTEM Gags&_fi=_ VALMD E-Z WHIM STOW PAIQ SMEM INTO EXISTING WOOD SIRUCIURES INTQ EXISTINQ W_Q0Q STRUCTURES I E-Z 404 STORM PAWL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E-D.) HAS BEEN VERIFIED FOR COMPLIANCE IN 0 4) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAIE FEMALE TO PAWLIJAI PLUS INTIO CONCRETE 7 ACCORDANCE *44 74 2020 (7th WITION) Of THE FLORIDA BUILDING CODE OLD" SHALL BE 1 1/4- T IT' FOR A "RD SPEED AS REQUIRED ON 74E JURISDICTION WHERE THESE SHUTTERS WILL BE NO EM FOR THE MV ;�40 1w HEADER A DAKCTX*AUrY FACTOR Ka-045, USING ASCE 7-16 AND $HALL NOT EXCEED 1/4, 20 SS SIDEWALK DOITS USED SHN1. BE LONG ENOUGH(SHOULD ANY FMSH LATERAL EMT) TO IlEOVATIEV, DESIGN PRESSURE PATING111 INDICATED ON SMEETS 23 0- IT 26. 1/4'9 TAPCON 0 5* O.C. 1/4*0 TAKON 0 BY O.0 IN ORM TO VERIFY THE AZOVE OWDITION. ULTIMATE DESIG WIND LOADS DETERMINED PER ASCE 7-16 3/4' INTO ANCHORS. HEADER /4�1;000 I OC -,IT C N THWAM WIND WAL BE FIRST REDUCED TO A_SO� DES" WIND LOADS AN MULTIPLYING THEM BY M6 IN ORDER To B-3) 04 CASE THAT PRECAST STONL 00 PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, AT WOOD TO COMPARE THESE *1 MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SWEETS 25 26, ANCHM SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTLWIF BEHIND SUCH PAWLS. AND40RACE TOW PEIXTAA HEADER HEADER 5 WAM Mo" HEADER S4AkL BE AS MENTIONED IN 8,1) AND IN 9.2). A IN CAM TO VERIFY 7HWT COMPONENTS AND ANCHORS ON THIS P,E.D. AS TES'fED WERE NOT OVER STRESSED, A 3111 INCREASE 11'2- IN ALLOWALAILE STRESS FOR WIND LOADS WAS WM USED IN THEM ANALYSIS FASTENERS SPAC4NG TO WOOD HAS BEEN .0 mot ell m" 'AI 1/2 '1/2' 1/4- /2, 1/4- 'Ir 1/4 I - �L_ , , 4 1/v DETERMINED AN ACCORDANCE WITH N.O.S. 2015 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMERDAnONS AND SPECIFICATIONS OF THE AK++OR'S M p MANUFACTURER. 2' 2 7" f SVIDRM PANEL'S ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 2 HEADER wow HEADER 1626 OF REOUWD Mr. !_4 wh. MITI REQUIRED -201, 11 IT SHAU, BE THE RESPONSIBILITY OF THE CONTRA" TO VERIFY THE SOUNDMESS Of Tl4E STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203. Is TO BE ATTACHED 10 INSUIDE PROPER ANCHORAGE THIS SHUTTER SHk1 ONLY BE ATTACHED TO CONCRETE, BLOCK THE ABOVE MENTIONED COVE AS PER FENESTRATION TESTNC LASORATORTY. tNC- REPORT 1 2032, AS PROTOCOLS TAS 41n. I& OR WOOD FRAME BUILDINGS, L_ I : I I _ - - 2 THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPEWIWI ACCMING INE OFIENING FROM THE INSIDE W/O THE USE OF A LADDIER DR Lill -1415 APPLICATION IS VALID WHEN MSTALLAT40N 15 INTENDED TO 81 PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/C"K ALL SHUTTER COMPONENT ODES WHICH REMAIN IN COWINUOUIS FROM T14E INSIDE OF STRUCOM, CONTACT WITH THE EILPLOANG TO PREVENT WWDIWM INTRUSION CAULK AND SM SHUTTER TRICKS ALI_ AROUND f`ULJ. 61*4 ldx,� ENGTH TO GLAIN 3. SERIES 1000 INSTALLATION IS APPOCABLE TO SINGLE AW DOME RUNG STVU MNDOWS WEN MISTALLATION IS REQUIRED ?0 BE TO GASS Me. 13 SfORM PANEL INSTALLATION SIMILL COMPLY WTIN SPE43 INDICATED IN ImS uAINRING mus Aw swimilmo AND ION.Ala M.Mm Ou PAW, LENGTH PANEL LENGTH (SEt NOTE I 9CLOWi Om SHM I* (SEE NOTE I MOW) SWIF, 19) v N_ Ok S.0 103 PERFORMED FROM THE MDDE Or STRUCTURE PANEL LENCTIA REGULATIONS PROVIDED W THE JU4WCTKM WHERE PERMIT IS APPLIED To, N) PANEL LENGTH MIT, sup -Alms, M.. Me, 4. SERIES 200D INSTALAATION 15 APPLICABLE TO SINGLE AND DOME HUNG AND HOR117ONTA, SLOEATS STYLE WINDOWS WHEN (SEE MOTIF I KI GLASS TO flum (SEE NOTE I WOW) r M QLAM t4 ATRIUIA WINDOWS AMC DOM. 04C. E - Z MANG STORM PANIO. SYVEM- IS PAWff 00 t Im SOISMAJI, (SEE SO*v1q1 (SEE NOTE I BELOW) GLASS TV WASW - IT_ .- I PANEL LENGTH PAN" LENGTH INSTAILLATION IS REWITED TO BE PERFORMED FROM THE INSIDE OF STMXTURE. Txw 10) 1 14) EXISTING (SEE NOTE I BELOW) 1/4-2111; SS __j ON SHE" * 5- ALL ALUMINUIA EXTRUSIONS TO RE 6063-T6 NJ" AND TEMPER (UNUMS OTHERWrE NOTED) 15 0) THIS PRODUCT tVALLMITION DOCUMENT (PE.D.) PREPARED BY VMS ENGINEER IS GIEWFK AM OM NOT PROVIDE S 7/8. . 3/32 Z. . 3 WI INFORMATION FOR A SITE SPECIFIC PROACTz i *, WHERE Tilt SITE CONDITIONS DEMATE FROM THE P1_E.O 7/5'0 CLASS &S . /32 AM ZT3/32 WING NUT 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3101 ALLDY. (b) CONTRACTOR 0 K RESPONS18111 FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF NUT 7. AU STEEL SHEET METAL PANELS SHALL -LWE STRUCTURAL DUALITY STEZ!L_ ASTM A-653 CRADE 50 MIT, GALVANIZED STEEL THIS PRODUCT BASED ON THIS PIA), PROVIDED Ht/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON 1/4*0 THIS DOWM04T CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPO"I DESIGNATION W/Fy- 58 5 "1 (AFTER ROUJMJ. A, c, 7 1 W/1 I WIN. T14READED 1 8 ALL SCRIEWS 10 RE STAMM STEEL 304 DR 316 AISI, SERIES OR CORROSION RESISTANT COATITZ CARBON STEEL AS PER DIN I-) THIS PRODUCT ENAUATON DOCUMENT WILL BE CONSIDERED ONAUD IF MODtnED, PENETRATION MORON OF APT 50019 W1 50 W YIELD STRENGTH AND 90 ks; TENSILE STRENGTH S441L COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4 LAX� (d) SITE SPECIFIC PROJECTS SKAL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH II [-(a) lo 0. BOLTS TO BE ASTIA A-307 GALVANIZED STEEL. OR AISI 304 SERI" STAINLESS STEEL, WITH 36 0, MINIMUM YIDTO STRENGTH, BECOME TW ENG09ER OF RECORD tt,O.R�) FOR THE PROJECT AND WHO WILL BE RESPONSME IOR THE PROPER USE OF THE P.E.D. ENGINEER OF *EtORD, ACTING AS A DELEGATED ENGINEER TO THE PE-0. MWER. 9-LALL DMI 10 A1WROfTS TO WALL SMALL BE AS FOLLOWS: SUBMIT TO THIS LATPER THE SITE SPECIFIC DRAWRIGS MR REVIEW CO. FlUrn _1___1 (A) LOW= (o) THIS v E-M SHAU EFEAR WE DATE AND ORIGINAL SEAL AND sourum OF THE PROFESSIONAL eNDW-Em or RECORD THAT PREPARED IT 1E, to 1/4*0 TAFTCON ANCHORS AS MANUFACTURED fff IT W BVILDEX, ING (MIN, f'C-3192 Owl.) 71 1/4- 0 A 7/1- CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT PIC- (MAL J`cum P­Q Gain 7/111 WING NUT WIT f Ea 114`10-2w/lms MS. W/ 10 STORM PAWL MANIJIFACTIJAERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN S us W/ 7 21. CONT /:::X3 WHO, 014-10 PANIELMATE FEMALE 10 & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, ACCORDANCE WrTH SECTION 1109.9,3 OF FLORIDA BUILDING CCU. ONE LASKI SHAU. 13E PLACED FOR EVERY OPENING, "No NUT 3/32" Am WASHEA/0 2 11r Oc ED P.,I) LABELLING TO COMPLY WITH SECIRW 17099.2 Or THE FLORMA SULDING CODE SHER (KDNO) /2' 04 WASNE, (KYM) VIVIAPOO: 0 a, Ox 1/4'10 TAPCON 0 C G-C. A. I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO FIGURED CONCRETE SHALL. St 1 3/4' AND 2- FOR PANEWATE 'a ADO 3/32' VIM No I I r MW. THREADED I:: I WASHER 0 OlEYONG) ;­­NAGI 7/1111 3/32' VANG KIT A, 4 SM) AT MOMT. 21.-1 WOOLD PLATE WAS4ER A, 6 114' CC. 2YW4' WOW PLATE FEMALE 0 & PAWLMATE PLUS. I REQUIRED THAEADW I/ OF PL47E REQUIRED I WVMDTH "ENDED WOOD PLATE I I I! I -IN ANCHORS SHALL Of IS 7/4- INTO CONCRETE. NO E"CDKW INTO _1�4;FVW PLAI I A2) MINIMUM EMBEDMENT OF 1/4'0 X 7/8* CALX OF PLATE Or PLATE 914-10 PANEUAKTE Ft IT' ANY FINISH MATERIAL $HALI. BE PERMFTED PLATE PlAIT 0 5 114- OX� 0 gig AM ANCHORS. "fit" WALL ATION WALL WONG INnALLAIM LAN 49;ZOD "LL Mgm im WALL LICILINT11111110 IWAI I ATION MIN T) 1/4 -20 SS SIDEWALK DOLTS USED SMALL BE LONG ENClUGH(SHOULD ANY FINISH MATERIAL "LET) TO ENGAGE 3/4 k7aa 7AW KRG I WAM %F *1 AT MIOARRH OF PLATE k ANEL A TE U W W P WALE 3/8-1 ARM Za -3) 44 CASE THAT PRECAST STONE PRECAST CONCRETE PAWLS, OR PAVERS BE FOUND ON TIC VUSTPIG WALL OR &W WALL INSTALLATION WALL 1110UNTRI113 IHSJMWON FLOM 0 RIEGLILAR PANE a L*T �_p EL SCAM sx. I - SMALL ANCOORS SHALL. BE LONG ENO" TO REACH THE MAIN STRUCTURE 904IND SUCH PANELS. ANCHORAGE L vol!"110 WE MW too I K AS'MENTINED IN Xl) AND IN &2). scla SCALE 3/111-1* UrE SAFETY PANEL No. 44167 Q REWLAR PANDW ...... AL A SCALE E SCALE 3/8--1 FLORIDA BUILDING CODE Lfth Velocity Hur one Zone) FLORIDA BUILDIRO CODE (High Velocity Our ITS I PSVAUAIlONS Aft ONLY IIALO FOR BUILDINGS WITH AISX. DESIGN LOI FLORIDA BUILDING CODE (High Velaccity His one Zone) --Ile TAPCON ANCHORS AS MANUFACTURED BY I I I BURMIT. INC mum M. am, No 44157 Wom XTIZO. We FP I^ A X 7/8' CAUK-04 ANCHORS AS ININUFACTURED By DEWALT kkC (C-1500 P.J.) Lip to S&S, -120 PSF AM PANECS LENGTH UP To V-r 20 CAM GALVAMZED STEEL STORM PANEL 0 fit. %0.4167 am mKNXk To 20 UM "LVANIZED STEEL SIORM PANEL 20 UK GALVANIIZED STEEL STORM PANEL DRAW w. I INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AISD DESIGN U)AOS DRINK ft $14-1 PANELMATE FEMALE 10 ANO'PANEUOTE PLUS ANI AS MANUFACTURED BY =0 CONSTRUCTION i 1. IVAL 2 FOR We WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN z PRODUCTS W-207II P�01) PNE NO, 2. W/ SPECIFIC DENSITY Or 0.55 OR [OVAL UP M +55.!l. -72.0 PSF AND PMECS LES014 UP TO W-11" 4T 01/m/Un el s Alt GLOBAL PROTECM PROWCTS. LLC. CAM C Pmxxl% Uc. GLOBAL PROTECTION PRODUCTS, U.C. lk -V�- SOL 11e 5 snw S.W. SI STRW Z POP, We WOOD FRAME CONSTRUCTION: WOCO MEMBERS TO BE SOUTHERN IL E GLOBAL PROTECT" IILIECO,...� FL 33J14 = &.1 S, SIMM OR%' IMML FL 3", FTW NO� 2. W/ SPEtfr. DENSITY Of 0.55 OR COLIAL 1009� Fl. 3351 U-Ja 20- H'aw OW. 20-176 CSS, 2 1.0"NE ("AMN,744k 20-176 1. IN. "A"L FAX (tU)M-NW "'f4i6 -:m- i We AWAAW, N'. - 001.1-AW, AWPWA­­ I We COMPAQ w PL 19 ILL OMNI A& RIM C, SKINATUAk1wr "LI'm A ?w 0.. FIX 15.1w (Tom WIM) - 12.500* (EFFECTIVE WIDTH) -7 -_6 1/4' px �47pll Aw Ty DOW IN THICK HEAHEO GUYA04ZO STEEL rM AM A-su EDGE 4 1MMM )RACE 50 MINIMUM EM -1-WAN. A 4IL& t- -- ------- -1 3SO STORM PME -2470" REVERSED *h' TRACK "NEL's END UP W/ HEMMED EDGE yl X� *OGr 4 ? 13.2so' In" X/7 4 139MMIC WEW DEWL A ROUNDED CORNER 0 ENDS OF PANELS END UP W/ HEMMED EDGE 1000' 750- (N�Ts) I U -701 - J 60151-TS Alum. ALLOY *..-` A 760, ---------- .44167 FU I'm "'I'm PIC TE OF 3, war. 3*x3.*(Mjmx.) AWM. ANIGLE STOP BAR 11LIECO... I I" LONG NA * � bbioAw 6M-T5 AII ALLOY Alex. -2-591*- 9- ITS. TFIL 1 44, REMERNO *U* Imll: 12!: 2- 125' 2'x5*4M2x,) ALWA, ANGLE PANEL) Srfe=T SEE NOTE 2. 3, 4 MCA* Fxms I 04" A, 40 X t SEE NOTE 4 BELOW MR CONCRETE: 400"Ofts, Sm 3� U. -SCACKU ON ITALY 25, MR WOOD SCUW-,. Sa SECTIONS ON smw 26 3 OR (1) A/ OR *I - (72) PANEL (D TO ME 06TAULD AT EM." TYPICAL EUNAMN EQR 2 RIAR SMALL ALWAYS K =T9 IF PIT E-Z HMQ MM PANEL =TPSE IUJED FROM OWN OF STRUCTURE - SALE 3/327 - I" _A_T/.T Mgm, 11/4' WWI, W I � 1377 77-0477 7 7"K 7 \ 7 7 7 177"17 7 79 NOTES, 0�, E - 2 HANG STORM PANEL SYSTEM CONSlSTtNG Of PAPILL, - C_` TRACKS TOP & 9011VAL (2) (r,=LSSWJ.L ALWAYS BE CONNECTED 10 BOTTOM TRACK 011110110M A STOP W PRENTICED AT SUCH PANELS. (3) IF END PANELS ARE CDW= 011. qCTTOm TRACK, COWWON sHALL CONSIST or S. Vj/4*= "32' WING NUT OR 1/40%3/4�y M5, THUMBSCREW t Or FASTENERS MAY BE A EITHER OF TWO 4/M P BOTTOM WERIOR RAI FLANGES OF DO PANEL (4� IN CASE THAT END PANELS ARE NOT CONNECTED TO WT70M TRACK 4 A STOP BAR is owy USED =OP Ta AT I EAST TWO PANELS SKALA. BE CONNECTEA BOTTOM TRACK USING SPECS ON NOTE (3) ABOVE IN SuCH CASE_ CONNECTION OF PAWLS to BOTTOM TRACI' MAY OCCUR At ANY PANEL LOCATION (5) SEE SECTION 1'. 3' At 4' ON SHEL7 24 SEE ANCHOR SCmEDULE ON S11EET 25� 2 24P 1'/24 r�.m 73, 3 0 a OR W.C.E., (S., sodmu am SHIP zb) or SEE NKM 2, 3. 17 WIRE 4 BELOW Li I A 40 X -L' T L11 I 1A, it'll; H111.1 I FAMELMAR! (Tye) AT j O-Ri I/r WrMM PANELS_, TO WE INSTALLED AT EACH ALWAYS K F=Tg TYPIG& ELUMON FOR SERIMADMI REAR MANDUE TO FACILITATE IF WIIENDED TO K 0WALUED FROM, E-Z MANG STORM PANEL M SYSTEM ww or $"UXNRL- im" 3nr .Jrl/4* NAI GAP pe NA. Gw.L-1 V SECTION B- At DO AW" VAN emu vu- - I- (1), DIEMITION OF SERIES I E - Z HAND STORM PANEL SYSTEM CONSISTING, OF PANEL rTR40KS AT TOP & FANELMATE PLUS OR IV LONG w BOTTOM V/ PANELMATM (2)� ALI 81 ME Elf END FANE"S SHA"' ALWAYS BE CON"E71. BOTTOM, END PANELS 00 SOUL - ' S' IF US Y AT STALL BE CI 1* AS OW'IMNGaMWARTESDIPi/4=0-2TMDT/.Wi U I) O%� DESCRIBED ON N= (3) OW). (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ IS- LONG TRIAS (p AT ' END PANELS ARE NOT CONNECTED TO BOTTOM TRACK STOP W (jr1OMLL8LBE PRO... AT TOP OF SUCH PANELS (4). FOR INSTALLIATIONS WHEN END PANELS AM SOME INTERIOR PARMS ARE DIRECTLY 1-= E�F. X r, SE u tl:=.- rr=.pTm0"Lw. ETWO PANIELMAMES F NO SHOWN ON n&11ON AND -f EDO' O"IUMe NOT NEED 10 VC %TIE A". SUCH THAT ADJACENT PANELS LEFT A, RXRIT St OKjF0UW) HOYE THEIR OVERLAPS RETAINED BY Ik FLORIDA BUILDING CODE ($*all Voloeltv Hurricane *AK*m 4-0-M m�.- vw "I \ '"_ Ail- - INSTALLATION.-D ILS FOR SERIES 2000 AND 100Q E-Z HANG SIOM PANEL (1) INM POURED CONCRETE OR CONCREM BLOCK F=56 A I KUM J-�r I A it 5 I I WHO&WE FBI W. so�AMM GAS, UM' MAY ,EmAA A)MR. Memo WA I.*. -*we DO DO ma AMNON; mw ax Isman' 3$) '02 WAU mou - INS1. SECTION 1 0 SCALE 3/8.,- 4 i Tom 8 1 a 0 MAIL 1 W^L. i/r . t W" MID DIRM tm gm. SSS" I . I A I N srw m - J� tz OF pwwWmWL1 �A " LAW, OR WAR A Tr 04. Coaa&4 Or, To mume MQgNTmfi aw, 13UILLO-M MOI 011st SECTION 4' s", viw. FLORIDA ANGALWO, Cn _CU > C D C- 0 2 C:)- ca- o 2 c Cm m T5 ­0 a - (n -0 0-0-0 0 = 2 m_ -0 q CIO C 0 .9 Ica LL > ccnu E oup 2 0_ -0 -,0. c ._ U) < z z w mi Cn -4-1 U) CIO > 0 L- CL CL 0 CIO 0 Lee. 0 CIO`) CIO m Uj z z _j 0- SHEET NO. SH - � I i - . I -1 . ,ill. . :, � I : i -T _,_ - .. . I �-;: ::: 11� I Ill ____ - ___ __ - __ - - - - __ - - Pi-IZW�l:;,*-,Et,�-'-Y _____ __ - 1. �f.'- 1 'A-�'; IWO A -,'� Mi 'Ul-MV W.-.W,;:IIF�170 w0f; W 4Ai P11111 = l.'�i-SE VWI' ." I - MAXIMUM A.S.D. - 1 " - i - APPLCJVA 10 ... FT r ,0= GLASS COMIDITOM sm7m.s .66.0. -75�3 1 70' OR LESS 2 sper 1 soorm - - ". 2% ,.s,. "im, , I ____ ___ 2,w 31W .65.0. -73.3 1 _­ - LESS __ 2 7". i __ - . - - -I* I mr LmxF;Q=/4VS- MIS At mmomp AT 0YOPPLAP & #OX or PAWL LENGTH PANEL 11111F�10 f,ili,W-Vll-im .1, 1:1:"I " 11111114.1i`iii 0;7191',�mr-TWRW,I','-N-�.,�;:14-1�.:.,i."T,,,M,y�ll.-41, Ili w_l7.j,:I.!: W-Ioliirr,iii A - __ - i��11(3WM.i.:;�4q;iA$30:iw.:.Iwll.ig."Illzi�IFIT =, MAXIMUM ALSM DESIGN PRESSURE RATING (P Pt.f ) MAXIMUM ANCHORS OMCM FOR E- 0. - , qVi. . APPLICARLIF TO SECTIONS I a ANY colowim. - -- MAXIMUM PARET LVAcTw v (w) I INICONS CAIx_ - I RANCLAMILVE FEMALE 10 I PANEL#AM PLUS � TO CoNamm - 70 CDNCRM . To CONCRETE ITO COOODRM BUICK 19 to"cwn ID CONCRETE ill.= TO -1,0.=m I 12 . MIA 12" N/A 12* N/A 12' 1 IN/A I' A 2, (TOP) . I it* 3. Pir - IQ' r 5' 4. _ 5' 1 - I s"=. 12* 1. __ 12- 5. O' G* i a. 1 .�.107;�-.l- �66.13. -75.3 i - N/A _--mi : N/A MIA _ Mi N/A 12 1/2' t TV. -1 2. (BOTTOM) - 7- N/A 1 6 1/2' N/A 4 112' N/A 1 4 1/2* N/A ' 3' (TOP) .- -1. __ 12' Mi - - '2' Mi ___ 9 1/2" N/A 9 112* N/A 3, ( ) i 1 12' N/A - 12' - _ N/A - � ;2* N/A 12* N/A --- 4. (TOP) 1 1 12- 6- 12- - . 2 _ if 1 - --- ; 12' , - - $I* - , (9017rom) IF LDO= TO O&O " I AS D DESIGN PRIESSUK RAT" A SEE OW 20 FOR ANCHM TYPE & SPACING MR WPAI� Into WOW FORK GLO.DM � $A*" S%MM AND MNAWJk EDGE DISTANCE ARE SOCATM ON THIS SOPIEDULE. FOR ED LOSS THAN DOCATM ON SCHEDULE IEWM ANCHOR SP04W 10 M�MPLY" SPACNC SHOWN a" SCHEDULE my THE FOLLOW4 FACTORS FOR Rn OPOUMM To K PDSDKF4 RMM SPACING OW-ED usm FACTIOR SMAL, ==LEGX MINIMUM SPAPPAING POCATED " EATIN &VCHDR TYPE AT � I/4*.- 1 1/!'b_ AIOM VOW __ : TAPOW .1/ii PIADAM "WLE a .Aktwlt I KW _ _11/4 _ - � � w.cm 0.) - I I - 2 't" " " !� 10.) 3 i +-7- ' 1= . �� ______ - I � ,/v __. - - - =A Lft Imiff mgma I, in - _____ 1 1/,T 2 I - I- __ - _____r - I 3 ,/2- 1 - I ,,Ti I - - I 'm FV,-F-0 + REORM No, ovarmot sirrivii BOTTOM OF PANEL *0 PID 70 K 1/2* I/2' V M. r-J-11 ++ REQtN" i OWANCE BETWEEN BOTTOM Of PAWL AND Q TO K Vir 9-1 t" - Hurricane COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-11") - - - - - ,- _­ �.. 15.125- (TOTAL WIDTH) � __ 1. I - - - 2.1i - - - __ _121TDO` (EFFECTIVE WIDTH) - - - CL I- _-_ I I I- ­193, : 2SVT� "", - ilf=.110 a I /.. (TYP.) - I 17_ _374%. 125 : , ,a ANGLE 0 a ve I 'ai - - I-M, - � I - 1�3w* - - 1350 - 1 ,.250, - 100' I :I.Si '".- - 'a. - - , an 0 12 I/r ac i NAVY N IWVEF=) I , " ,>. � .250.11, . i " , e. 11 HEMMED 0,024' .. (IMPLYING . I - , , - - I L� I 'I r - M. , , , , 3137 I . . 6i�) ., .1, , '* ,(*4' h I � r- H - f s 1.500" "57, ,,, EDGE GRADE , TYP I , .2 ... .064' - .- . I DIV , L I . DETAIL A I- V 44111' .. ., 2 - , , ,* I I ,-, - - L-I.,,- I .125" 9 (I v � - - - - - - - - - - - - - - -� I I - 375' Di I __iYVi (TVVI 1 ___ - 1.350' - PANELS SMALL K 0115IIALUED ALWAYS - - 2.00O` - _ ,., - FROM LEFT TO ROO W1 1/2* LEG PANEL (�) 'H" HEADER (�) 'F' TRACK i AN= WITH STUD AT 00 AT LEFT SIDE OF , , I "'� � - TV. POP ED" 0,024* (ANY.) OF P-W ' �_ -­ , ., PANELS END LIP � - 'i W/ HEMMED EDGE ,��` -.1 , 3;5' ,.,-- ,*%or to.05* I .., Ii 4. 1� .. ", - VIA I 1`00, �� , ,_ - I . 7-- - i -::,-�-. -- I ,-, :�.,, � , G ��_ - ., � � __ - am" .__ - - I I .G7* III 625' ,� - , �� GALVANIZED STEEL 1 , 0 1 PAM . �� - 1 � I 3, � � I . I 'I � U 0.250-0 'S � -I - 2�591' - 2.250' - - �' �EMMEr(_ , , - " Z I ISOUrFRIC VIEW DETAIL . , I I ,� 0 �j `200. Tt,i � _ . - " 2M. A ,,.-I 7- , A oum- �� , , , - PAWL \,�-1,15) OR (po 1 1 W I I 957, ROUNDED CORNER 0 ENDS OF PANEL'S I - APRIL ai (_� ­12i . END UP W/ HEMMED EDGE. -2 37B - - I . E.S. � (N I S) 315^ ___, , PROI DMAJ1 1 2,w. 1 1 ---I (�) HIDLE WASHER , EDGE OF PARIEL 3750, ,072* ,OOP7* (Ty �) -0 7�0. I 'M V105-1,1154 ALUM Adi (�) KEY HOLE AT EM - 7-- - _L __ 1 2�'w r . - ?so- - I I YISEE SHEET 6 MR AODOIOW. .Pi UNDATIONTS IF SLEEVE LDgrr$ O I I*. r I 12W - all, SIM& 2 1 /8" I 5 . (�) mi LENIM I - - 125' t 1 ONLY wm rw OWA"TONS 000 A, ,W - WODO STRUCTURES I , � - - - Tor . I ",000* - 2"Doo. I 3 7511' - - ?S48* - - I. Ila. . . - "050'. 0 � 125* 2.000 (Tivi - __ - , , 7w � .250' - (�) gry. AVHVVY HEADER @) Aturii Nunn I ! CIVIVI � - -1 - I, i TO 5' Mo.. - - -- __ �R SLEEVE J* MAX, - 2OOG` -- -_ I LENGTH @ ANGLE 0 'J' TRACK g PANEL HIMG .M4' I I - F .11, ISO - I - - 3,000' -38i , . - MOP -TO ALLOY 1 :,2.. I - tlao" .-I , - '-27r .01i .1 __ '. I .. MN 'M..0Rw'#;,N% VI A T, , , A_I�M� - .: ... 1�/)�\ (USE Pe, ..? , . . 2 f .-. *. ' (I 1/4- WIDE) ONLY FOR E-Z HANG STORM PANEL SYSTEM) GM-16 ALUM. ALLOY I'aw A � I I ZQO.­- I 0 1125, .MI ,,D.-- 7 I FLORIDA BUILDING CODE (NOTTY High Velocily Hu ans zormi , ? .' No. 44167 I f I - ow : MR) I ;i. 1�, -iiampIi a (& i OR 0 2, I -T -, 123' , , I. It , - - t I - I I 000-_i\�, t Ilk 11, 1 * ; * 9 .am x"Im PVC' I . ' !_ I.. STATE OF " , � Is 'A. 24 GAGE MVANUID STEEL STORM PANEL o� OF - 2.ODO'- - - P_ I - __ SEE SECTIONS - , i %. 1 _ _ .250 O;P'- .t MN � 17�-- ; �90"'� - , 2 -. - f I I L I E C 0 .;.�.\ � 97/27/ GLOM PROTECTION PRODUCTS. I.I.C. aw (9 BUILD -OUT "i (R `ii BUILD-OU1 MEN TRAC ([5) & (p) WASNIERIED �-- _ i / , I. 01, / , , PAPPAY, M.. - ­: - - - GING - - OWN WINGNUT - .m a-*- 51 STIW , rL - , Do. GAME. ft 3"I -175 --­ )M-754& I^ fGVAVGGG­- 20 M.1 I - I-. - I- �- I TRACK A I (EMMIC 3 ALLOY) . RE M.,-.M'V.W,Mln - Ri 7-TI-911fly- , . I I FIM9 1! I it - I I INSTALLATION INTO POURED CONCRETE DETAILS FOR REGULAR PANEL OR CONCRETE BLOCK STRUCTURES 111) ALTERNATE CONCRETE ANCHORS LOCAT04 CONCRETE ANCHORS (SEE SO4MW ON EXISTING POL;RED CONCRETE (SEE SCHEDULE ON SHEETS 9 THROUGH 10) EXISTING POLMED CONCRETE OR CONCRETE BLOCK SHUTS 9 THROUGH, 10) Oft CONCRETE BLOCK REQUIRED, . REQUIRED. ,r .q ,, - --ED. i 44.� '-!%Tt TE LEG CAM - ,,, - � CONCRETE I - . ETSnZ . !"FUMIi , p ;::,-, I , (SEE SCHEDULE DOC -�� .'�' cir.� SHEETS 9 THROUGH , I '�`, 1 02 I F/, ;-- - t, I �. 1.1'.,.. .. I - I - I , - "I ,_ 11 ,-,,, 1 ��&* , I --­ - ,� I/.,.,, .0 NASKE. MIA, - - - 1. � ( (� - . - OP -, , 4 ,1�1;�­: , ;,,,.,,,, :� .�, I 1/4- .. �* ft PAM XV, somm I/-'-VMII* SS. 0. OR IF I IV/ Wir ,.,:, I 1/4* , � - - , MAX CONCRETE ANCHORS - - -I - - �-.�.�,�, . I I - * " '/2- Ox - - � - - . - - : : I (SEE SCHEDULE ON � , �� : ,,Ir _!� - - �_ I � , � I � 1 : : I WETS 9 THROUGH 10) I ,.1 I I i i ,AV,. -TV&,* I if 1 ,6. �� i� :11 r I [ I q�_ I i � �� I ; ��11�1 ; : war . . I . . a I/,- ot I . . I. , I I V Mo. ` �-,-. '. � - � .. � ... - - �_ - '. '_ "I . , I PANEL LENGTH I., =&j. - i - . � E.D. iT ,` � j � ; (a F,:��' �:,. .:, ��', 1. I �-_, , , � : (SEE SCHEDULE , 11 . , , : ON SHEET 3 I I I a : �,., , , - V,�_ � .,�,� z: I I - i - 01 I mi.. I TV SEPARATION I MR SPACER(B , 0 I - & SCHPEDLIU� IT 11 � �� , :'�, 4W .aP . , .., �q . . I., � "I I TO GLASS. I ON SHEETS � (Set ­�� I I I, I : ; I =- IN .:`i 'I * Mo., _r I I PANEL LENGTH ( S SEE Sl ,.to GLASS ; t/4, LE ON I 31 I .�`i .ET I ` T. """ I ON 94E : 0 A, 10 9 I f 3) 1 1 .�-. - . V M.. v 1P (M m � , I I 114 (SEE SCHEDULE I It I tactil. OAK r.,n L,-) I , I U - PAN LENGTH r GM` ,-, ; . . , mi f I ! ON SHM 3) I EXIST -I I (SEEM I I "' , G� SHEET 3) ON 'm I SERAAA TO GU -11 I. ! � E . %wH T L_ __ I I I � ff 11 Av , __ r - I , � '. . -- - , . - - I( 13E SCH I S 3 014 SHEET ) ! I I : C4) ' 1. I Box f - OF V :, r �, ; I 1" "" 1, : � 1. _,", � - ED 911" - - - � - -��, I � � ... " . ­1 .� �_­ �. .- ,_ , I 1 1 ( I ) OP, .L. I VAX 11 I I : 01 � I - [ : � I ED : -1, . - ! "J'E' Of V .C. . ..... ,� ,,�" I - I MAX I i ��;:�._11111_ . I t , �� , 'IT - 1. - ` _ - ' . I ' I - � 1 1 I., 1. � Qfi�,-_ * 0. : 5 _::�: _ I � " _ ;� J ,I" I , , �­ .�,-�,� "'i EXISTING POURED - '� '0�,.", ' ­ CONCRETE ANCHORS - �" (SEE SCHEDULE Of 'L `_':"-'_ �`�� 'tl(AIT ,� " .- 777,� I� _ I ___J� CONCRETE ANCHORS '5 L____, I I ' ' (SEE SCHEDULE ON - ", CONCRETE 7I�- �'�:,'.�, . ' - - - - io) "' GO, SHEETS 9 THROUGH �*,,,�:-," , , SHEETS 9 THROUGH 10) IN2 I/11- LONG MAX, ALUMINUIM - I REOUW.O ' - ' , - C OINDITION) �'. ,:� _ �', : ". . . , ,1. � ' -y-' SPACERS 0 VAUD FOR _,1. I - D.C. iiir CONCRETE ANICHORS.- , I � , " , IN:, � 1. 1; - - I , - : �; �, %mPOURED CONCRETE C R BLOCK M Lfi.X ALL DESIGN AND PANEL EXISTING POURED CONCRETE LENGTHS PER SHEET 3. OR CONCRETE BLOCK (STE SCHEDULE ON - - to, - - - �� * I �', REOLIM. %REQUIRED �C �; MU. LOW. ALUM" SPACERS 0 . 1/2- 0 C. (SEE TAME 0 1 ON SHEETS 9 THROUGH '03 _�. SHEETS 9 a 1a) CEILJNG AIJMMOUNTING SCALE 3/11i BUILDitMNTIN SCALE 3/ai WALL MOUNTING 1OIR %m W/IPACERS M OR SCALE 3/8-1* X. ......... ItHI"O", 0 jkA , !47,?\ A .. .91_.: . 'I*- . I *�.*`\�CENSI_ -��-.,. I . FLORIDA BUILDING CODE (Mon High Velocity "ur ane, Zormi z : 0. 44167 _'. s - . C f.P. Wam 1knw. - 24 GAGE GALVANIZED STEEL STORM PANEL ED, - EDGE DISTANCE ( SEE SCHEDULE ON NOTE FOR CQMN910N QE SECTION � TOP & BOTTOM MOPOLINTINGS CAN BE ! ,.- * , * -F 1 ... . I I... STATE Ot��,jgi=;E___, � , . Vii .'�ORID�.- .1i ,�� w op� In wt"/IM GLOM PROTECTM PRODUCTS. LLC. [NOT, ��. ��. .m SW 51 IrRm QWIL M. 31114 SHEE TS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY .- ,vvy- 'i I. � ....... �i%;� I --�--��.- 20-175 ,.taR, DO. . )MI-IUS, FAIL,' M-)@W�ft7 - TWA ­m Iii, am -­ I ONSTALLA110N. .. ........ t#W*K/Nwnw-lb�In - - - n. - I - im. - - ov� ft. *kqx A Ti , - -1. fq 1 1 S.w 5 op 1. I FLOM" i 11 viw I . 1 1 I . I - I " I I INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL INTO EXISTING WOOD STRUCTURES - . , , _F :/4'*.iAC SCREWS 0 6' OC� W/ . . ,- I I - I - . I - 1 1/2 - THROPPOPEOPEPaiiiii . , __�!_ . r .4 I - I . - =. � - - , I, LAG SCAM 0 5, OC Vvr �, I - 10 EXIST" *Vm HEADER . � + . �/4*- ,/,. ., T.W. I REOLVAID 1/4,0 .Ac satim 0 6, OC W/ - , MEMO TIO. 11. � . FIAT OR an EDGE � I I 1/7* - TMR1ADW REIIIE'RATiOn 4 �j I " . -It: E.6'Na .= 111EADER, � % I , -) - . - . 11 ) ---..(! TO EXISTING NOW . I (!) I. IT.., - SAI t,, I - 1; , - - - - - '. I , I 0 EA M OF0 I 4 � J� --- @�t ow. SKS � 4 , I , b . - / � IA S " I - 6 C_ V; I -0 , T 1, / p - vj - or, i or -t; . - I- I - , I 0) I �' I I � I ; I � w �' , � 11 " h ­1 � .. I IT-1, S. 5 I I -. um, S.WEn 0 5- OT:. ./ �, ,_ 41 ;� . F. i _Yj. G, . f ! Iy.-.;!,wV"/1m . .. . VI � I I .1, - �_. VIENCTRAFON � c:I, 0 - I I I 1 _r (SEE DETAIL 1/2,I, A I "Im ., f32 m EXM�� Now HEADIEF, _? - I � .1 1 49YE 'A BELOW) - I - - - I I - C4- 0 f7w) q 7�1-;, Lrx ____ - 11 I I IKE 1�74011-1�`-111 A I Ld ­ - ; 1 -3,116' AN- POP MITI 4 CIII,'t WIT 11 2- #,..V!iNs I I - , - I f 0 mqo"o� Of EMERY IS) � , 0 VIA EVID OF I � (D I CT %WAS'," OP ; I I I , I -4 - �, 7 V I - ,_ I WOOD Toi : I I __ - - I . :1 : www r (SEE Drk,,/?. A, - _01 j -1 ____ � � - I z "m I. a"W) - - � , __ I T_ REQUIRED - WOO _FT Ia : - 11 I I I - 1 " ! 1 I 7 9/16- mW, I/.,O_2w/1* 5 " I - - - . : - SEPARATION - : .;,20.1/1* � , : I -2 ii/w w I I I I SEPAPATIO", - /.,. TO CLASS : 7 LA'_-`�,'Li :0� ; - 10 GLA.S MIS V./271/Viii - 9 ! Z .m PAT 0 ZAR g 12' 0,_ �� Ij ; Pi . _!ta� 2 ,/a* MI, I FARY OVERLAP � ,�! 9 SEPAIM-KRY - i ( . . I I/`-_20Y3/-_ To CPASS 1 1 10,_20.31., 6 . q I � 2 9/16* - - "11/_111.' � :pFw!/ T Vi (_ �11 ; - - SLIA"I'm - I /. 0 - . I TO Q� EVERY OVERLAP b i rMur, mvw i i P i I 1 5�1 III �a - � I i ji I I I i " , d , I ,- I - A, � II I : 9 i ! I �, i N I � - - I III . i I I - 5 , " 1 � 0 t, I iv. IJI '§ 8 , *� . i : I � . t i i . I i- ! =,�= __1_4�1_ A tx e 1 ; j jj I j sg �, I � 1 3 �, . I I �",. 2 I 4 r ,111,�I,= :;� F7 19 0 1 !I it I � - a I _ , C . . : �,,, WING MIA 5 �, I I .. ,'� liG ! - I I , , - I - . I . - OF - DI -�jj I 11 I'll , f � isk -1 I � 'I ! ".�.I 2 . .. -Z � ---I I , I I... 1, I a 7T I - 2 : '* " NY 11 Qm=-,LT:,UE - q�_A �_, ___ , I -- 21 I -1 .- - .11" ".. 4 - � I i 7/3' , -WREAOLD 8 11 , " .- IV " - . t 1 �/ 7j'-3//�.,I &Znl I . . � NOTE ,A .1 _L I? PEMPETR47KANO 12 1'.2- Oc 11 � p - II I , VILIT 'j, PV_ ,/._ � Pat _t _m - I . L I.J. - 77 ,� _ ,/I I_ Mari Gi W , _ � WIRED ' § THI��v �2� .;"./. TO Waco 2g;.'Al SERIES zm O", - ,` FLAT OR ON MOE � --f � , I , PANIGMAIT PLUS ./ - IV/ ,1.._1,2- - 11) 10 � 1; 91 Zlnid -M I- sam� I 6 ;,;�Ii � 1 TV- , I W/wI-,yg ,CNO, Goo ENIETIRM I* 12' 0 G � . . I , C_ Oic 0hem .1 . -Y - I ,/--..LAG SCALlsis 0 6- Oc IV/ m 1 _'1/.,..,AG SCREWS 0 a' . r IF , - (2gQI.' 2. - -1. 1/2 VN. II-TEADEDRIENEVIRATION ' 1/2 VVYI FIVREADED PE MOTION wow -LOU-" -2 - I (ul'i ALTERNAMVE 2"W 1 .. FLAT DR ON El" 1 - .11 2'14' .Gai )w Nau Ri 0 .Dow. a RUPLIT SCALE I /4-.1- . FIAT m 0. ED" 1 � PLATE KOLWD I., III - - - i - - I ALTERMATIVE I ­ I __ - SCALE I/.-.,- BUJIV5��TING - � ELOOR TO CEJUNG MOUNTING hoym, I WALLATKAIS ARE ONLY VAX FDA BUILDii IMPHI AS D� DESIGN ,DADS , � ___ INSTALLATION ALTERNATIVE 4"W , � "' " SCAUE '/.'-I' U, 10 'OOOL -15' NI AND PANEL$ LENGTH UP TO S'-tO' . , � 1. - it ', *HJWAM 311w I � 1.1 - �41?`% SCAL, E 1/4'. " 2 FOR NEW WOW FRAME CONSTRUCTION 01000 MEMBERS TO PRIE SCXJIHERN 21 I, . I ,VTIOFY� I`* , , P APPE � %,:i. 2. W1 SPECIFIC DENSITY OF 0 56 OR EQUAL � ; ,OV"'... EN 11 I . \.\r- se,­!�P\ z .* FLORIDA BUILDING CODE (HIgh Vei No can. Zoned Lu=:j MMLJ& I f NO. 4 - - IrUrni `PLYEYO� - z .SnEISK luomr tA As OULIEME" FDA I Top = I 20 GAGE GALVANIZED STEEL STORM PANEL . 1 Vii -- Tor - ", I Clir. TO Tw ON - Z_ : , - OVAMY, AS IMS �Ri I S I , jrAm, �sk%i - .I- Iom on JOW � -1 1. , ,�_ - A's"I"An", TYPE M , , -1 -P=.w � ."... STAT Of w/m � GLOBAL PR OTECTION PRODUCTS. F* :��!7�-> Lw. PAM ."i DIt:,r_1 �_ � "Emm jimmai � ___ - __� -w I., 31 sww - . 1-1 / -Z - - - - - L. =T. __. I'Mor"I'Ll"Mi COMPAR, 0". "' �11 "11;111'�111� I- % - MY �, �vx V, - "NI)-i-4 1. 0.1-1.1 .-Aw i�ym F. 20-f76 "AAR"i A BOTTOM K"IMIG!I t. CONDFINDIN A AMCMM LQW11ON '9175= . - "...........- - _"S"II, ol,.M., �t I To - SU" Aw INSTALLATION SDMLE '/4 . I- VAAWVi . 'I - I QVXTI�119 -.1 1 - I I - NOW SHVFTEP "I'Vi NO, S"i - 11 _FY %A1/SKRAAF`.REf`A"E .io. I, ", ". " _ ...+ im - -_ am Ln # . � 24 or " I I vliizl'llisi�l',IALIGIR, � , __I, " , ,� W.Imi-�.M.i, . �'- I " �,,Ii.nl;l�l-i 1 ;11; ; I ;1A . - MAXIMUM PANEL LENGTH *L+" OR *L-" (it.) 0 MAX@" A,S.O DESIGN PRESSURE RATING (P.Vi.f.) I. . - CONMM At WOW INSTALLATIDWS, t IL+ ILI 2av 12,-O* 12'-O' ___�io­_ fr-a, W-Op* �___ .G ---T,Z- I_- _r - _,. FO; JULO to'- to' W-0, - Mo - ?a*- f, jii 43- ___ _�_____ Mo 9 .-a . -;;_-a- _v7__fr_­r_44w_ A�r -mi , _ #* a, , � _ - " , a' -a' - -?,---7-,- - 70� __ ,�. I ISSIT ­ __ di - � - I'la. � - . 11 __ --,---- ?" ­­.. --- ISO I'-3' 01i Mi � I.-2. __ dri ____ -- 0.0 ;-:w , _i74;­ - ---i7--5- - 67 -2- ------- Oi _00. , , 0 -0 1____!�o - F0110 --!!L- - - 3'-fY* __ 10SO --!:-v ___ 6,-3- ___s�-_v __ 1100 4-1 - - 31-71 I-- 1150 - - - - - V-S ­ I 1116 -_ - 5�5 i W SINGLE PAIRLIS C1 I � QVID Ii TRACKS (LI - I - 1) & -0 2111 D.M.,(D, 0. ( 112AT-EACK-ENO - MAXIMUM PANEL LENGTH (i), @ .1 9 *L+* OR "L-' (ft.) El- wymw ks.o. DES" PRESSURE RATING (PA 1.) (. G, -) CONCRETE & WDDO W-ALUATious It L+ I i � J110 I f 1-01 i 310 I _F0T-­P_r_ #.-#- 40.0 III Iii ___ ___ 45.0 - Sao - - - - - .- ­ $&a __ - - ___ -ii di - - #,-I, -_ Ai Ii - - Iff'-2' - ----. - - - r-r_ Y-51 _--iiii $*-a' - _i:4�� r- 2- ___ Mo ?,-S* _ , Lf ,_ - no -_ 1'-2 I -!L- Ili __ eac � ,...a. - _67--s-_ __ III 1-01 O"_J* - __ W-0- - -W-- - Pi - - j7-;�7- ___ pso - 6 .-r - - TiF 0 - too. --ii J_ 5._ r .- _. rOVS0 .- III ­_ S,­, � I 10.0 - 5'-f * I MO - Ii . I— 41-4i MUMUM SfPARXIVIO% TO GLASS SCHEDULE MM*AUM PANEL LENGTH GRATO STREPED , I ?a ­v, - WIND SPEED � 170 ..p.n 00 uminsimumm I ResiGIVANNED UNRESTRAINED RESIPAIWO 30 OR LESS I' I 1. . a' 6 1/4- >33 TO 90 1. 1. I t/2- 7 1/2- Z_ I . 7 t/2- 7 i/2- I L�� UININIUMI PANEL LENWH (in) FOR A GIVEN UOUNTING CONDi TOP DIRECT I IF" -- `X, S, � '" " -r TRACK *W OUT ., TONG, I '- BOTTOM MOUNT HEADER HE .. ANGLE .- �-g-_ .= - I DIRIECT Mounn 46. 32' 32' 34- SS' 50 I 50- -�gj I I �5'1(1,5* 97UD ANGLE '. 32' _ 32* - 32' ii 30 w . zi- - r TRACK , '. '. 1. 42, Iii OVi - i W. I maz� - flpkw­A� a - SO. 1 32- j 32 __�;�-- __�!�- � C9 8 MUN - m I 50' 1 32" 1 32' I Go . . *2/4 +11/4, 3/4, 4/5. 5/5 & 5/5 W/S. 2VIN/S. 3W/7 & 41i 3' MAX ANCHORS (SEE SCHEDULE ON 3* MAX _ - - -- SHEETS Ili 10 J111 I) - - --- . - , I" WN I I mm, , ...___. _ - .. .., 6 a 0 6 1 - :7- rT I - I I I- -I - � - -I - r I - 7 r- -i 7 I , __ T_ 7 - -1 - - - 7 -I - 7 -, I , ! I I I . i � � I I I � i I 11 !I !I 11''f 11 I I 1 � I � - - 1 i L _ I --- ,I - i I � 1 I1 I I ,. I _1 1 I L. I " I i A I I : __ --I 1 1 __ i I- 1 J__ I ; 1 - T T - _ I T - -I � i ! � - ; , I - . �, _ I , I __ i I - it - I - I It ,i� � i . 1 1 - , I I I 1 1 I I 1 1 1 11,11 �, , g I � ! I i 1 i ! - I - - - ; r - 1 1 . I , BOLTED PANELS Wl 1/4141, - I 11�'T I LoiaCK:�. PLELS 1 I 1 I , . ! _ _� 1 � � i 1 4I 1 & i EVOLT my 0 0 .-"��IRUUR I (SEE SECTIONS AS I : I 1 � ; i i , I I I I I I APPUCARU) I I i � 1 1 i i I I 1 (SEE SECt*NS AS JNVRIPUCABLE) Ii 1 1 i , i i j � I , ! : I I I I , I I i i i I ! I . . . I I - I ; I � . . ,1 I . i � � I 1 1 1 1 1 1 � ! 1 f i I i I 0 q I `,` ! I I ! i ! i I ! i i i i I ; , , . , . ; 4 I I : I 1 1 1 1 i I , I i I I I I I I I I I E i I � I � I I , . ! 1 1 , D.Iiiii (4 , I � I , - - - � - I j - - - __ _j. �.j_ I- � I � I . I 1 14, I To -Hi � I I I.I I 1 L! �- . I .� 1 � L 1 1 2 1 1 1 - - 1�i I I I 1�i j I , D A a i . I , - win � 3' MAX @oi - I. wk - 2/4 1/4, 3/4. 4/5 5�5 & Ii I. " L* L111IIIIII/i 2W/6, 3.111i & 41i - ____ - A04CHORS (SEE SCHEDULE ON SHEETS 9. 10 Ji -, - REGULAR STORM PANEL (j) ELEVATION I zm,* N1 I.S. /0 m. GAP 11 (w,t CN1xv_., Itu mium L 1/4"im- iL7_ -V--/- ____N.� MAX. GAP -N�_ --I - _\_�, I 10 N.T.S. IC -I ""C'k 0(t) i mA)mm glOwAKI PANEL, LEMM FOR A GAVID4 POSITIVE JLSO. DESIGN LOAD. L­ MAX AUDK#W PANU LONM FOR A GIVEN ME IME ASO. DESIGN LOAD, (2) PROCENM 10 DEtOUNNE MAXIMUM PNdX LEI4Gft GIVEN A PMIM ALS.D. DESIGN LOAD. DEnMW MAXIMUM PANEL LEkVM "L,* FROM SCHEDULE. OWN A NEGKTK AS.D. DESIGN LOAD. DOU&MC MAXIMUM PANEL LEMIMH *L-' FROM SCHEIDULL FROM. MAXIMUM "OWOU M04M LENGTH IS EQUAL TO THE ilMN DEnWNM FNIEL LVCTM K""N 'L., ANTO ,,-* (3) SEE SCHEDULE BROW MR OWN. PANEL LENGTH FOR PMOSM QUALIFICATTION. I ____ I t __ *WAUATMOIS MO OM ARE UMM 10 * 25 Wirf MAIL Ii DESIGN PRESSURE RATING I . I , � It . -212 . SPACER Ii USDO . . . . f i . Ti it I. . I . . FUORJOA BUILD114G CODE I - . - . : TXMM INC TV: I- -1 167 '. I 24 GAGE GALVANIZED STEEL STORM PANEL * MO, 5�i�-:��- � / I I L I E C 0 # -Ne � \ IGLOUL PROTECTION PRODUCTS, U mm 3-9 51 � GOV. FL =I. P`IaM` (�)--� I- (-""", 1w F,P DOWN w #?M/N" 'It - 20-175 .Rwm ft S.m s OF 10 INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES �, . . . -7 - . - I - ­ __ - � t - " .. - I - - � - I � . I . . I . I SEPARATION I ) I - - ��, INTOOD ANCIVIONS . . . I tle I ($To =GLASS. ,, . � I k-1 - . . - I I I EE I I I I (SEE SCHEDULE ON I - � i 4) I/e.-Tery I I I , 11 � SHEET I 1) MEAP ONLY!, r DIN SHEET 3) 1 .;�.,_� I ! I . m G, 4 114v ITT, k li - .W.P. w R" I _.. -_ ___ __ 'A - ;, I : I i I � I U"A` O'" Y _�', " I I I � I I � � - __ � I V INP. i . I I I , � , I EXISID­ I i - - I I-,,,)pm4EL LENGTH . I WOW HEADER _' V1 � -02 wow - ANCHORS 1_1 ! Kzg�i I (SEE SCHEDULE i REQUIRED _ , -_ ­1 I . (SEE SCHEDULE ON ' , I - - I - - ON SHEET I N_­ - -- - 0. SHEET I 1) - SPACER 1�r I I i � I 10=pi '1/2- ' I 1 1010141m . , � 0 a .. Fl. 1-1 - ,M V: OF V � � . 1: -1 I , t MAX 4 C, ) - . r il i I WOOD HEADER - .w : ED i '. 1 REQUIRED , 4 . I . I , I . " I MIT, �: " ­ I I %i : [ . � 4 1 � " . I 11 m it g,� I ED I I - [ c!) I I , t .- -_ I I :'t- , : r- . i I i i I I L-J I - I : I . -0 I' AUX. L014G ALUWftM SPACERS GO 12 1/2* LI I I OC (SEE TABLE It ON 94M I I,) I Mar. ! _01 I : I SEE NOTE - BELOW FOR LWAT*NS FOR I SEPARATION I V MAX, I V Mo. I I I I 1 1/2" LONG SLEEVES. � PA14EL LENGTH PANEL LENGTH I I I � (SEE SCHEDULE I (SEE SCHEDULE � I ON SHEET 3) (SEE SCHEDULE I PANEL MATE FEMALE ID OR PANEL MATE : ; ON SI#EEY 3) !_ I ON SHEET 3) - ,� PLUS (SEE SCHEDULE ON SHEET I 1) I 1111101� I I " , j, 'Ir AT I. .9 -a � i ; .. ! I 'i ' I - � ; =rl-G, EKsnK 11 SEPARATION : 2'.4" WOOD ExsTIPNG " -_ -1 ;a I [ : � CLASS ii I - I GLASS ir­(SEE = - I PLATE REQUIRED - I � I � on SHE ! - "', 3) DIRECT MOUNT W1 SPACER 6A I : 1. _� *ET I - I I - 1 1 I I,, I 1 7-11 :: C5 4, SCALE 3/Ii 1 � 01 11 . � I P ON SHEET I I I I sox I - I Or 12 1/2- OX SEE rTA FOR MAX. PANEL LENGTHS & 1 Ai I : I of % ED � I I : .0 DESIGN LOADS FOR THIS INSTALLATION. I I ,-, 1 14 MAX , , - I . t, . � I I I I . 12 t/2- OC It I I I I - " ED - I I i 0 ; I ____ ,---------.-! . ji I i --- - '0000* t. 1 I . ­ -1 WOOD ANCHORS ! ** i I— I I � - I � . . S7AGGERED W/ STUD � I , � (SEE SCHEDULE ON I SPA= IA WAY K I llr LONG At. - t -1 - IT '. .. : � SHEET I 1) I OP) V&V"AIM 6 LMD To A OK WROi &JLDM Gain tii 1 2 .K4. *wo -U4 ! *wm I . mm MN 6 A PUUCrOO FMM ANY I I PLATE REQUIRED __ - " i sAmm meow CANDMI NWAIM Ok MV 11). I I 16. - I - � PLATE REQUIRED i "WARINDONn"i I - - SoroAG%fn Mrw/ STUD I �IOL SEPARAMN TO GLASS .JDItM �111 . . . 1 2'.4' WOOD i SC SIM 3 6% 1.01/�i : , (2) ANCHORS oom � carahm 84 Olma WOO "WALL to pw � HCDULf ON I i - �KQVjr - __ I " MO" K Va= wjmm At a LONG AS Im VWXY I IssKav Il cowtn wft I ma a A wnm=m FROM 12 112' ax� w.cm Z..". � i . � I S-W 11i I I (1) MkV" ASD DEM PNENSLK 1 I : j � IKIOG 8 -W. -45 si I I (3) � 24 G&W RVdL LENGTH 6 UWrID TO W AT ANY OPD" ! I I , I ; MO 8 A OESIMMM MM LOW MADRID, U)IPM AUOM GM I - ­ . . - I I DO NPARKIN STORM 'APa UNNITH 9 I NG I i U?rr j SOWAL!P-W 11). n. I WALL MOUNTI Mo I V I ALTERNATIVE 2W 1 (4)1 Ile IM WCM CMPOKW NA ONALL GE 0 MCM ON J i WALL MQUIPTIM � SWU L i (3) STOW PAM OWMAMM 4 ONLY ALTERNATIVE I W INTO Am Dwm "m FRAME WALL I SCALE 5/13i VAUD Ft�MVUAIM Or I t/r UNINT WACO M ITS (ONLY 1 1 WING MON3 1. 2 AND 3 14 OUEM= W � i I ! j_NWG SCALE 3/9-1- 1 (A) marm"Amon VALID ami MR wm i � v..msm"wm Am w 2m Chin EW"DN) Or THE FLOODA am � ZOM 1. I & 3 PO NOW f L ,m-ot i i i I - � - ____ --..---- ­ --.---- �, � - - � NICITES, ......A-.... -_ ... E -. 1. - FLOR111 A BUILDING CODE (Man High Velocity Hur carm Zone). - ____ NOTE FCIR COMBINMN OF SECTMNS: I INSTALLATION ARE ONLY VALID FOR MAX. A -SO. : No. 44167 * S 4"" lkwA MI 1". - : *. Ti 24 GAGE GALVANIZED SIM STORM PANEL DESIGN PRESSURE RATING P.s.f) AND PANEL LENGTHS I ! * - * : 2 DW� Ti .*z --_--I. TOP & BOTTOM MOUNITINOS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR . . COMBINED IN ANY WAY TO SUIT ANY ALTERWE 21ii I * TATE 0 - 7 . - Ili \ GLML PROTECTION PRODUCTS. LI.C. G` 'wE 1. �!o .. INSTALLATION, I , � 4�___� � sit. 5 vmw . , Z:T:l =Tk-5-0 _. - - !ORIO ` om,m� ca"A"M" . . 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD � , &G,1NIP =.7r.* DMAL F` "I"', TGG� 20-175 � _ occ __ �-- PHGNGLDWM MEMBERS TO BE SO1jtHERN PINE No 2. ill/ SPECIFIC N �i&i;­` I�qw -­ )�� FAA, 004 . 1 DENSITY OF 0.55 OR EQUAL. "t ...... ummwe%...�,.. - , ­1 - ! - I-., - IWW WINNING MI, - ; I - - f5m9 ; ! j ow 6 a, is . - F,iMxT-.,T.v - I GENERAL NOTES PC) IQ L� vvA%_fgw11_fi___1.%5_,mvI_- �0�`ii�A.A�i� -I DMOCUUMIRT (PLOJ HAS BEEN VIEWED FOR COMPLIANCE 4, ACCORDANCE /&'* TAPTCON ANICKOPPIRS, AS MANUFACTURED BY I I.W OUILOEX, INC WIT4 THE 2020 (7th EDITION) Of THE FLORIDA MIND C � IS ST SHALL NOT PIPE 01STALLUED AT HIGH - i 'i 10 PANELMATIE FEMALE PC AND PANELMALTIE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRCME ZONES (ULW-DADE / B"ARD COUNTIES). 1/4-0 LAG SCREW PER Ad D�S OMAGH *RO LOADS SHAL_- BE DETERMINED AS PER SECTION Ili OF THE ABOVE &&WnONEI) CODE FOR A MN WING - 7/16'0 . 5/9' WOOD BUSHING, AS DISTRISUIED BY ALI POW SCREW. BOLT & SPECIALTY rG SPEED AS REQUIRED By 14E AFRISDICTION WHERE STORM PANEL WILL BE INSTALLED' AM FOR A DIRPECTIONALM 'ACTOR 2 KO-095, USING ASCE 7-16 MO SMALL NO EXCEED THE MAULIMUM (ALSO ) DESIGN RATINGS INDICATED GNP S-Ii C 1) MMMUM THREADED PLIMETRATION INTO WOW OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2' FOR ELCO PANELMAITIE PLUS4= 1 TV tHRU 12 At 17 - Ia -0 PANELANUE FEMALE M 4%41� To VfGI THE ABOVE 00NINTION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST PIEDUCED 10 ASO DESIGN PRESSURE RATING By MITATIFILVING THEM BY 06 0, ORDER TO COMPARE T14ESE W/ MAX (A,SO) C2) kANIAOLiM THREADED PENSRATIDN Or LAG SCREW. INTO THE WOW FRAME UNIT SHALL BE I I NO THIREAM DES" PRESSLIRE RATINGS INDICATEM ON SHEETS 3. 9 r4RU 12 & 17. 18 PENETRATIDIN INTO STUCCO SHALL BE CONSVD40 AS PART OF THE REQUIRED VMRENGED PEN 14,11b. N ORDER TO VERIFY THAT ANCHORS ON THIS RED AS TESTED WERE NKTT� OVER STRESSED. A 33% INCREASE IN &IOVABU . . I STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS FAS�LMM SPACING 10 WOOD RAS BEEN WM�WNM- IN C11 MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL, Of AS INDICATED IN THIS DRAWING -8- - ACCORDANCE FIFTH i 2018 STOW PAi ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERWIED IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MWNAJM PENUMDON OF WOOD BILISMINC SHALL BE 5/8- 1/4- 0-20 SCREWS USED SHALL BE 1 1/2' LOW, MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLORIDA RUk(WM #MIA 01-01 AND 002111i AS SHOULD STUCCO EXIST, MO I , MINIMUM FOR WALLS WITH NO STUCCO = PER SM 12-99 he ASTM C 330-02 STANDARDS. AND AMERICAN I 1-10 AS PER =3 TAS-201 MO TAS-203 PRGfOCOLS. AMID AS PER CALCULATIONS FIVERFORTMED OF ACCCIROWE W/ SECTI(514 '60, or ITIE C 5) IN CASE THAI PRECAST STOW, OR PIRECA57 CONCRETE PANELS, STUCCO Or WOOD WAFWS BE FOUND ON THE EXISTIAGG , WALL ANCHORS SMALL BE LOW, ENOUGH TO REACH 7HE MAIN STRICTURE BENNO SUCH PANELS __% IOMOA 9Uri CODE ANCHORAGE SHAL. BE AS MENTIONED IN C 1). C2) III C.4) 2 ALL ALUMINUM EXTRUSIONS 10 SE 6OW-16 ALLOY AND 11EMPER (UNLESS OTHERWISE Ni SEE SHEET 2 (0) ANCHORS SHALL OF INSTALLED FCUO"NG ALI OF THE RECCOA04DATIONS AND SPEOWNCATIONS OF THE AMCI40i MANuFACTLOVER :e"', 3 ALL ALUWNUM SHEET METAL USED AT CLOSURFS SHALL RAVE 3105-HIA ALLOY a PA14LS MAY ALSO BE [INSTALLED HORGOATTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECIVN I THROUGH 6 (5MEETS 4 T 4 KILL STEEL SIM METAL PANELS SMALL HAVE STRUCTURAL QUALM STEEL ASYPU A-053 GRADE 80 MINIMUM, G-60 GALVA141ZED ZHROUGM 5) EXCEP` THAT .EAOER5 Q & Q) SHALL NOT BE USED SIELI DIESIGINAIPPON W/FY- 92 2 � (AFTER ROLLED) 9 T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VOW" THE SOUNDNESS Of THE STRUCTURE WHERE 94UTTEP IS TC BE 5 Au SCRM TO fit STAINLESS STEEL 304 OR 3f& AJSI SERIES OR CORROSION RESISTANT COATED CAM" STEEL AS PER INN CLACCI= . TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME SCOPE W/ 50 ksi Ili STRENGTH AND 90 I,t, TENSIi SFRCNGTH AND SHALL, COMPLY W/ FLMDA BUILDING CODE sim" �, J" 2.113 10 CACH REGULAR STORM PM11 WITH LENGTHS OVER 9i AS PER SECTIONS 1, 2, 4. 5, 6 AND ALTIEFINAM" POP, 3W & 4W ON SHEETS 4, S. 6 & 7 RESPECTOVELY; SHALL KAYE A LEGIBLE AND READIPLY VISITORS MARKING INSTRUCTING OWNER OR PERMIT TO a BOLTS TO BE ASTIA h- 107 GALVANIZED SML OR AISI 304 SERIES S7APALSS STEEL. PATH 36 P,vI MINIMUM YIELD STRENGTH SECURE PANELS WITH WK� M�EMENT DURBC PERIMS OF HURRICANE WARNING 7 ANCHORS To WALL SHALL fit AS FOLLOWS 11� THE INSIALLATION CONTRACTOR IS TO SEAL/CA" ALL SHUTTER COW"ENI EDGES WHICH REMAIN 114 CONTINUCUS Cai WITH ", 5 THE BUILDING TO PREVENT *M/RAIN INTFIUStON (A) T"w_%kT2)8m_fQti i/4-0 TAIPCDN ANCHORS AS MMUFAC!TURED BY ITW IRUR.Gi INC (W� V-3192 i 12 STORM PANEL IIIISTALLA11014 SHALL COMPLY WITH SPECS PINUICATED IN THIS ORAWNG PLUS ANY BUILUTIVIG AND ZONAGG REGULAIDINIS _ 1/4. 0 - 21!' CALK- ANCHORS. AS MANUFACTURED BY DEWAL; INC PROVIDED In THE JURISDICTION WN[1i PERIM IS APPLIED TO. - 1/4-* . I SOLI -Sr ANCHORS. AS UISTIRIFILIFTED By ALI PONT SCREW, WIT & SPECIALTY CO . (w,,i V,.- .0 13 (.) THIS PRCi EVALLIATION DOCUMENT (RED) PWAM of THIS ENGINEER IS GENERIC AMC DOES NOT PROVIDE PI-ORMA , ",Do P` ) - 414-10 FAINELMATE F0441 0 & PANIELMATE PLUS ANCHORS. AS MANUFACTLIVIED By ELCO COWRUCTIUM PRODUCTS. FOR A SITE SPECVFK PIRGINECT. ,.s WERE THE SITE CONDITIONS DEVIATE FROM -THE P ED - 1/4.0 ZAMAC "LIN ANCHORS, AS MANUFACTURED By DIEWALT, INC IIII CONVITRAC1011 TO K RESPONSIBLE, FOR THE SELECTION. PURCIMSE AND INISIALIAMN WLUDNG LIFE SAFETY Or THIS PRODUCT A I) MINIMUM EVOEDUM OF TAPCON ANCHORS INTO POURED CONCRETE SK41 BE 1 3/4-. 2- FOR i PAMLLMATE AND BASED ON TWA RED PROVIDED Hi DOES MOTI DEVIATE FROM THE CONIAITIONS, DETAILED GAP 14S OM%JME?4T CONSTRUCTION SAFETY AT SITE IS THE CONIRACTOR'S FIESPONSOUPPY I 3/4* FOR ZAMAC NNUIN ANCHORS W THIS PRODUCT EvALUATION DOCUMENT WILL Or CONSMAM WAUD IF MODIFIED A.2) CAUPY-41 & SDUD-SF1 ANCHORS SHATIL BE EMBEDDED 7/6- INTO THE POURED CONCRETE NO EMBEDMENT IWO SIUCC,O SHALL BE FAIRIMPTLE) 1/4- 0-20 SCREWS USED SMALL BE 1 t/2- LONG &MNNUM SHOULD STUCCO EXIST to) SITE SPECIFIC PROPLECTS SHALL BE PREPARED BY A rLORVGA REDISTITED ENGINEER op. ARcHi WHICH wtu, BECOME THE AND I* MINIMUM FOR WALLS ATTH NO STUCCO, AND WAY 13E HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E OR) FOR THE PROUIECT AND WO WILL BE RIESPOPMOSATUE FDR IKE OUT Iii WING Nurs PROPER USE Of IMF. P ED tWA&ER OF RECORD, ACTING AS A DELEGATED ENGINEER To THE P ED ENGINEER, SHALL SkAW TO 'HIS LATTER THE SITE SPECIFIC DFt%MNGS FCR REVIEW A, 3) IN CASE THAT PRVECASI STOW, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR *000 BOARDS BE FOUND 04 THE EXISTING WALL OF' FLOOR, ANCHORS SHALL BE IONG DOOL04 TO REACH THE MAIN STRUCTURE BEHMICT SUCH PANELS I.) THIS PE.0 SMALL BEAR 7HE DATE AND ORKAINAL SEAL AND SIGNATURE OF THE PROFESSIDNAL ANCHORAGE SHALL BE AS MENTIONED IN &1) MO IN A.2) ENGINEER OF RECORD THAT PREPARED IT (8) TIZ-ow-01. S�QNC[31�_Gi,m_wi A14-r-m 14 SHUTTER MANUFACTURI LABEL SMAu_ K LOCATEr ON A RE&i ViSPOLE LOCATION AT STORM - PANII SHUIIER 'FOR"A" WITH SECTION 17099.2 OF FLORIDA BUILDING CODE ONE LABEL " : TAPCON ANCHORS AS MANUFACTURED BY I I W OMLDEX. INC, SNAi BE PLA,,IDM,A,r, EVER, OPENING LASELINO TO COMPLY WITH SEC90N 170993 Or THE :/4/e _ - 7YIii CALK-m ANCHORS. AS IAMUFACTURED BY DEWAi INC FLORIDA BUILDING CODE - I/ A 1/4' SOUD-Si ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. SOLT Or SPECIALrY GO -11 CON " xRN - ,1:*O 0 PANELMATE FEM41 D AND PANEUMATE PLUS ANCHORS, AS MANUFACTUREG BY PELCO _STR I P;, r1jilliffrill", - 1/4, A ZAMAC 614i ANCHORS, AS MANUFACTURLD BY DEWALL INC , Im A, !4� Nx . � %IE ... :.. 4 .. , 91) MINjUtal EMBEDMENT OF TAIRCOM ANCHORS. ELCO PANEILMATES AND ZAMAC APPAILIN ANCHOR. INTO THE . , \,,�C_EN *,,-.*% FLORIDA BUILDING CODE (Mon ti vIi No cons Zorwi 6 . _� _' I BLOCK UNIT SHALL BE 1 1/4. . . . - .: I ` 1 -Noii m"I'Viri w I.,. U 81) Chi Or SOLID -SET, ANCHORS SHIALL 13E EMBEDDED 7/0' ITITO -�i CONCRETE 3LOCN UNIT NO OEM, %,44 7 - 1- 24 GAGE GALVARM STEEL STORM PANEL oPAW III STUCCO SMALL BE FEWr"ED� '/A' Ili SCREWS USED SMALL BE 1 1/2- LONG W.t#WN SHOULD II;o EX'ST, * - \ AND I" WMtMUM FOR WALLS W111I NO STLICCO. it .0".. S 1b Vi2_ _�_ I C � . TATE Fr.. - z to % GLOBAL PROTECTION PRODUCTS, ". 0"'u."W" � - , . A, ... _ � S. .1 31"W __/_0" - - .I- - 83) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OFT *ODD BOARDS BE FOUN 1i . Nw � O ; . I . . . ARM.. - A, ___`L_ ON TO REACH THE MAIN STRUCTURE BEH"Wn SUCH P .. .. EXISTING WALL. ANCHORS SHALL BE LONG ENKILI ., on,it- - JVw_-_ ........, .N= x l(�).W�, 20-175 - ss, i; . . . . . . I - n �.� - ANCHORAGE SMALL BE AS MENTIONED N B. 1) MO in B 2) .1 - GRAMING. VIM .. - AW -1 -- ��"O I- '1141,01-10, , GINTER A� YIPUT �a, .1 � . ! .""PT11"FIT, noni I", I .. -W I Or ,a I I I _.g'g;2r,'FM0M'0GON'RETE INSTALLATION INTO POURE12 DETAILS CONCRETE OR . FOR REGULAR PANEL CONCRETE BLQCK "NO = CONCRETE 9S.O. 0C. r1j STRUCTURES ,� ," .1 Bi CK PEOU'Ri �;� r /,t�� REOLOW. CONCRETE ANCHGOTS �,:, , , - ',� _� CONCRETE AN04M _'11 I SCHEDULE ON I - , � SCHEDULE ON ,. . (SEE .11 , SHEETS 9 THROUGH 103 - (-2i (SEE - , ;, SHEETS 9 THROUGH 10) 1461"i I 1: 1:11, 4) EXESTING POURED Cwr OR I w - I , - I cow m BLOCK q,3 I""" - I - - ! �� � .,-,� - ,/2' 1/4- I ?, -_ I - . ,,-.-,, i �� -- I /,. f 1/4' � REQUIRED I',- -S ,w .m 9" G, 0 Ile ri� , � " . ,! tt � VI - - ,- � ,�,�, m�m - . - CONCRETE ANCHORS ,�+s, . ... . I I % � ; I (SEE SCHEDULE W , - I I I i ll', I E.D �, ."', I ! ! 1- SHEETS 9 THROUGH 0) ..,* � �w� ,", � ", -, , " , , - ,,� ­F1 -.;, _�','.:-,,,- FF , :�. _.-,�� I I � .� . I Im : . 1 Eof i i I- 0 1 1 7­­'..­­_";,.­ . Zi��4' ­­ 1 cl) I I" : 01 i ,/, : - L4 1 - (1) , - I L __ - - ,-- � - - I wi I I I k r � v �2 �0 0 ft, .-&-- - IT V. Ii 1 I _11 _.T - - MZ NO :.�.`� : � I- - I , F D. e,,:� � - I : : I F- T 9, i cm .m PAWL " SMAMT" -1 TO GLASS, T I omm. 1 ,;,��,-'� , I EaX I (SuTs'GCX*emE =IG_j u2c� a" r-110 V Min, I I � I 11 (SEE SCHEDULE ON 94EO 3) : %DOWN, 00 lF.C. I" � . �91 ; I , ON SHEET 3) PANEL LENGTH i (SEE SCHEDULE 11 0 I 1 . I V Mor. Imin, SEPARADDIN V Mir. I i t, I ON SHEET 3) I 1 TV 1 I I I PANEL LENGTH -4 M GLASS I PMMi LENGTH (SEE SCHEDULE - I (SEE SCHEDULE CONCRETE ANCHORS 1/1 (SEE SCHEDULE ON 1^ 0 (SEE SCHEDULE I 1 ON SHEET 3) 't Pm ?�F"� I ON SHEET 3) SHEETS 2 THROUGH i I -01 � ft # : I - 1- I . - - m , , 1, �11'1110­ wx i OF V =14 I I : C j =41� : , , I �'.' I -1 I', � I -,k�'r, . I 64, I MAX I. I I sox 'L I � : �� i � !, I,- . t � 1 , . I "_":� I I ' ,", "- 1��­: I . I "I. , , 11� ,. : " I 1. :11 I I OF MAX 1 . - ic, � I'll, � ,. ".., � , - "" I 11 ,; � , , I .V. I.- 0,� . .7 ; _v ,%, I �.% I , . 1� � I 1 � %`, , :1. � �:;�_-�,,'.� - 11 I ?, . : 1� E 0 4 ��, ,� i - I t-l"t: �', � ,."" � i , : , I ": 1� I I ED. . . I w �, � �.% I'r �'� It ! I I I : I 11 - �.. , " ft �4 �- 11 � i. �� , gzvri -,"""I", I if-i/2- ar I- $ (AS, APPLICABLE) �­ ; I . 4= BLOCK , , " CONCRETE ,�... I CONCRETE ANCHORS ;� ! �,,_,,,�, I - - ­t . 00) _41i F. scFa"p4 ,/.--I. " VA * ,-,n REDUHIED � ., ,:11 I - I - , i (SEE SCHEDULE ON I I , I% I ..-.. I- 1 ALTURRAT, /; - v Pan - IF " I " I �",-­ . ., I - IT -) .=z _ re .. - , LEG LOCATION �.. '4 ".::::,� I * 1. I 14) OP G. - a.=. ly-En OR CONCRETE ALTERN414E CONCRM- POURED CONCRETE - NWSI:�� CONC-REIVINC BLOCK ARE USED. REQUIRED. AMC_HORS STOCK REQUIRED .. Gi i (SEE SC ULE ON '" (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH TO) Bump-OLITT SECTI011! SCALE 3/6-1- UNi I NG *iwm SCALE 3/e.1, WALL MOUN168,&!ff MOUNT SCALE 3/41i a A. . ... . . . ........ ". . ___.. - . FLORIDA BUILDING CODE (Mon Ogh Velocity Hu one Zori ED. - EDGE DISTANCE t SEE SCHEDULE ON bml-fm QM16iii SECTIONS; TOP BOTTOM WOLtNTINGS CAN BE "ED I : . � W."Em - - : 0.44167 % B 24 GAGE GALVANIZED STEEL STORM PANEL 3 *: , I z * : i - . - PRODUCTS, LLC, - -$' - S -� 5TATE OF � - 1�� GLOBAL PROTECTION � � --, ?;,-. - ,�� _.�.­ %I s� I"ORID"..... - DOWN & I W/V/� I I'm I SHEETS 9 & 10) COMBIN IN ANY WAY TO SUIT ANY INSTALLATION. , -,,, C % . , I *;4; '%" I' FL 3131. WGRAP, -�.'s-�. .. intioni DRA), M 11-1 0 "" I po __""` IN& f- tom)uo� - - --i 20-175 ITIMAING nq, I ­1 - I ... ;4&"Oot;l""",", I - I - -1 - I- (A-0004o'. . I i sm muff ,F.,�, i i -_ 17� - I . .11m I I l� I IN q! I I INSTALLATION DETAILS FOR REGULAR PANEL 11) INTO WOO � - ­- .,- - - � . ALTUMTE LEG 4-1- 11, - -_ - - - - ____ - tOCATM KAU .1;�).110S=*=__ - I I .1 I � ADEQUACY OFF EEXI WOW I -_ I BEAM TO BE CERTIFIED BY � to - ,� . --li - - I -- ��; REGISTERED ENGINEER OR I - , , : .. i 10 . r I . , -1 1, ARCHITECT PRICIR TO SHUTTER , I � I . -- -- 0 INSTAUATION. ANCHORS ALTERNATE WOW ANCHOFM I _:I_ , 1: - 1, ON, - , - - - " __ ' , (SEE SCHEDULE ON (SEE SCHEDULE ON , f I _. � SHEI I 1) SHEET It) A t- PIT I I Mi, i/4- . I I Mo. :_ WOW HEADER - - I EQUIRED i 1 WOOD 44CHORS _ �. i (SEE SCHEDULE ON I SHEET I 1) ! - (1) * I SCHEOLPLE I ON SHEET 3) i 1 11"VI � sl E. 0 I 1 Ilk I * . t . . ('w TOP, Pinic. __7 -0) :I 11, 0 - - I V MAX PANEL LENGTH , (SCE SCHEDULE I -- -- ----- . - - .i - ON SHEET 3) 1 YoL ! I 'i r. ) ' ,D4 - NO . . _ . I - __ - VVCPO0 ANCHORS 7 --- - (SEE SCHEDULE ON - ___ - ­ SHM I 1) - , �- - ___ - i 1 50111 1 OF v ! 0 MAX i Gi 12 1/2- D.C. i I ! __ ; - ---. Z-xs- WOOD .� - :._ - - __ I DECK REQUIRED � - 3/4' ­­ __ -- 2- Win -- - QEJUNG AND MOOR MOUNTING ALTERNATIVE 3W SCALE 3/11i I Ni I 1, INSTALLATION ARE ONLY VAUD FOR MAX &S 0 TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (P.Gi AND PANEL LENGTHS COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 INSTALLATION 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD I MEMBERS 70 BE SOUTHERN PINE No 2, Ii SPECIFIC DENSITY OF O�55 OR EGUAL - I A , IQ I - - . .� , I _EQ�EO- :9011, w OWBND WA __ SAM m we", on �=_* I.; -_ & ,. I I /.-ImAt. SP; .A G/ w I : 1/2' , � � -1- 0 LIP ./r TLC _� =*m, i . I P :: I 1 2 ___ ___ ____ 1 I , 3: I . I - 1/4-Vi­ I. � I , . I , i I I I , , . - 1 2' 0, I : W. , [ =--l", I � 4 I : 1) C - ;. in] I : I r .. son-PATION To GLASS (SEs SCHEDULE ON SHEET 3) - I 1 1. /1� " ULE11i I I i. _3�- 0 PANEL f I 1 46 . ,I (MMRM (SEE SCHEDULE PiLi .,,I LOW4 o"i Y _4i ON SHEET 3) 11 I -,� I I - -I ; I - � � - % - - � � I : (j) OF -L Mo. I : I I I I � � - .. I 2 . - - __ I 1 ,/4-_:z*I,- I - 1.w NVAID omn IF , a Ile ox ­ 14-IY . . I I I 1 2'.4' GODO PLATE. I _ - #OOD ANCHORS REQUIRED I : (SEE SCHEDULE ON � " � I SHEET TV) , I , __ - - - . ___ - - 11111.11fi-011.17 MOUNT11ING ALTERNATIVE VALE 310-i- FLORIDA BUILDING CODE _11i a) CD = CIO -Cu (D -1-0 -0 > = 1 li� =3 2 2 _0 a) 0- C: 0 0) 0- 0 L_ = m -0 Q- . - -0-0 a) 0 CD 0 .4, w -6-0 = = CIO -Cu "- a) -0 0 ­0 -0 = 2 -�=? -= a) 0 EL. C: I. 20 ?:: 11 L_ = 0 LL I= I CIO ir= ,,- m I _10 0 fu 0 ;> w 1w ;1P L" - = - . tj..t il a) I- .&-, Ca. Ij li , .cn In "02 m 8_ _E :- :- . = = m C -1i .,; = 6" IIII-iiii, -0 . - W < .!! livi 4010 .0 " - __ To, 119 .; !U '. r i , To C5 0 ii 0 - -2 3: 3; .e -T 1011, I 0! X- Pi r I m co � I= = : I 'in ii I = rp; z 0, 10- Z �R 4 z w mi Ci -1., " (1) (1) (1) _I_- =3 CIO > ri""i I L_ 2 U) CL CL G< (1) -6-0 0 C =3 -0 m 0 L- a- C.) cl) " Ci Cu L. m w 2 < z z < _j M SHEET NO, SH 1 3I I _�__ _3- -p",, - END CLOSURES DETAILS FOR INSTALLATION IN POURLD CONCREM CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL 11) SYSTEMS Oil ==L. OR 2'. 3' '3105 H-14 OR ,III VAQES -,,4' WOOD TIMOR _w 003 .0. ALLOY CONT ALUM. .4 & 0WOUIPED ANCLE WITH 1/1'. . 1 314" 3/1- TAPCDN 41 Ir O.0 -OURM CDNCRETL DO D, POURED COW "L t/.,. 1 3/4 TAPcom K OR 2w ftoo mAkof 2 BLOC 1/2 Cl REOLARED CONCRETE BLOCK Of ANCHOR 0 1 Z' a 67 2.4* *DOE FRAME L 1 or'(0 M4";- DAP 4 0 12* OZ 2* VARIES 5 COW .033 IF M. mdu OR ALUM_ ow* ISA SHEET OWIM. CO.CmEw X'3105 am FLAT[ BLOCK OR 2'W WOOD FRAME -71 2.. '25- 1 3105-ml- OR 4 REOLOND 6063-16 &LOT 2- - /AS V... CONT ALLAL ANCIS Fla X - - - - - - - M­ GAP 1/-' SOLT .* . C . 07 0 Wac� 3105-w. on 0XIS-TS AULM WAIACKW C-1 *_ Ow CASE A (PLAM) CASE 0 IFLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4'-1' SCALE 1/4--1 SCALE 1/4'.1- SCALE 1/4'.1' SOUI>-SET OR CALH-4ft (A ELOO PANELWATE I AT FEMAUT 0 AND COMM .4. on PAMOUIIIATE PLUS (SEE Go r 4, WOOD SIDES OF OPENING SCHEOM ON SHEETS 9. (FAIR AS APPLICABLE 6 PANEL 2*�' WOOD FRNAI OVERLAP KNOW REQUIRED K. 4) & (m OPENING WIDTH) 77 a (�t 0,(v RIAR FLAT FLARGES PARALLEL to Sr M. RAU (wYm CUT Do pAmn� IF - 0 DISTANCE vm) CASE 9 (PLAN) SCALE 1/4'-1' ,Ir& VALID FOR DIRECT MOUNT INSTAUATION ONLY Fit r CERTIFIED PANEL INSTAIIATION AT WALLS W/ No. 44167 SURFACE LEVEL VARLATIONS WITHIN 3/4' Ilr FLORIDA (Non Nigh Velocity Hu loan* Zone) BUILDING CODE CASE E (PLAN) CASE F (P 24 GAGE GALVANIZED STEEL STORM PANEL 0� ---------- SCALE 1/4'-1' SCALE 1/4"-l' AID I E C 0 GLOBAL PROTECTM PRODWS, U.C. I L FIAT[,. QXKF S-R. a Suez, GAVE. `L 33311"WMI 20-175 P.CWE (UHRIMI-71HII, FAX pumme; W, .E sr"/,o .. W,%m C.-most" Ez' - RALVER A TULP J'L. P-E F_2RR.=QQ man a at Is FLORIDA LA, 0 441C MAXIMUM A.S.D. DESiGN PRESSURE ING Uad-) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL (f) INSTALLATIONS INTO WOOD STRUCTURE (VAUD ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATIVES IW THRU 4W. ON SHEM 5 & 7) MAX. A_$ U DESIGN PRESSURE RATING (P.- I MAXIMUM A14CHORS SPACING MR ED. . AS SHOWN ON SHEETS 5 & 7 "T, ALTERNATW. ANY CL:%0014 a, THEM TAPCON LAG SO" PANEILMIATE FEMALE 0 - PLUS WOOD EUTSHWK; 13 111 (TOP) 13" 13. 1w (BOTTOM) 6 112- 6 1/2- 6 1/2 6 "1. 6 1/2* 2w (TOP) +4a. -is OR LESS - a' IS' - 8 1/4- 13, T3 12 112 a I/,v IS, 2w (wir") 5*-o' OR LESS SO (W"DM) 40 ITOP) (BOTTOM) 3 13, a 1/7, 1w (TOP) 13* 13" 111, (BOTTOM) 6 1/2- 6 $/2' 5 1/2 6 1/2" 2w (TOP) - 8 1/4- _2 i;__ Ij2 - '�__ 0 Ij4 IN (WIT-) To 4 112- 4* 6 1 2- 5 1/2- 14-4 1/2_ 1/2, 7- 7- 3W EVOTTOM) 0 1/2. 9 17r 2 'S. 13, W r;'_� TA13LE #1 FOR VAX. A.S.D. DESIGN LOADS & MAX PANEL LDCrHS WHEN SPACER " IS I USED, CORRESPONDING ONLY TO ALTER11,ATE 2111f ON SHEU 6 1 mm� ASID. DESIGN PRESSURE RATING MAXIMUM ANCHORS SPACM FOR ED. - AS SHOWN ON SHEETS 6 Is 7 APPLICABLE To, ALTERIATNE5 0 Ir ANY COMBINATION OF THEM MAXIMUM PAMEL LENGTH TAPCON LAG SCREW PANELMATE FEMALLZ 10 PANELMATE PLUS WOOD BUISHIMIG 15, 1w mm _(wnom� IS- 4 6 1/2* 6 1/2- 6 1/2* 6 1/2- 6 1/2- 2w (TOP) -mm.) ,.AS. -45 TO 75. -7$ - 7 1/2- - 6 1/4- a' 13' 12 1/2' ar a. 13* 5 1/4- - (TOP) ITOM) 3--w OR LESS Ir IS. 13, 13' 13 IS" 13 Iw (TOP) >5-0- TO 13 is, _4 Ifi� 6 /4- to 1/2. _F_ 6 Ij2 1/2- L2- 1/4- --- 2W (W) 2W (11M.-) T___ It CIOP) - 1/.* 12 1/2' ___ ___ 4 1/2' __ 5- T_ - __ 1 --- __ 1/2- - -aii) ----- 13' W­ ;w 13- 3- 13' 4W WITOM) SEE TABLE fl FOR MINK. A.S.D. DESIGN LOADS & MAX. PANEL LIENGTHIS ARIEN SPACER @ 15 USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHM 6 A.S.O. DESIGN LOAD MA)MIUM PANEL LENGTH 40 PSF OR LESS 6'-6* > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF 5'-1077 A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ffMALE 0 OR PANEL MATE PLUS ANCHORS & W1 @� �P 1/2' O.C. A A-S.D. LOAD MAXNM PANEL Loam 40 PSF OR LESS 6'-B* > 40 PSF TO 50 PSF 6'-2- I > 50 PSF TO 60 PSF V-10, a MAX. PA14ft LDWHS ARE OW VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS ar W/ "SPACER AT 12 1/2' O.C. - ANCHORS (SEE SECTKINS A ALTERNATIVES ON SHEETS 11. 14, 13 6,16) r*R-IA/13, R-2A/13, R-W14, R-1111/13. R-20/11 R-30/14. 3' mAx. P-IAW/15, R-2AW,115. R-SAW/16. +111-IIIIIII/15i R-28WI15. 111-3001/16. 1- 1 2k,_ MAXIMUM A.S.D. DESIGN PRESSURE RATIN".a.f.) AND CORRESPONDING MAXIMUM ANCHQR SPACING SCHEDULE FOR REGULAR STORM NELI INSTALLATIONS INM CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) MAX. A.S_ . 0 DESIGN PRESSURE RATING 111 .0 WMWUM ANCHORS SPACING FOR Met E.O� PER SCHEDULE mow III APPUCAME To SMION, Is t qY comelvim or THEM VAMON PANEL. LEr PL) MAX. &S.D. DESIGN PRESSURE RATING (P�$.t.) MOMMUM ANCHORS SPACING FOR MR EM PER SCHEDULE BELOW * APPL. To SECTIONS WAUWW PANEL "OH 00 TAPCON SOLID-SIET PAXELMATE = TE FEMALIE ID pus Z#AVZ-,%" CALK -IN TAINCON SOUD-$E1 SOLI PAIAEUMAtE FEMALE 1) I PANIELANITE PLUS ZAMAC_mNUk CALX-IN To omem 10 CORIDE, ". To to COHERENT m =m 10 -w To -ICIAr - a To To Is - to C­.w Commm -ow- To owamm W cokowmm OF THEM .45. -45 OR LESS L 13' 13' 13* 13' 13` 1 13' 13* 13* IS* 77 ir 1 w I mp) W-01 OR LESS 45. m -65 Ir 13* IS - Ilr 13 13* -1 _Ir 13- 3* 3: Ir 11t 1/2' 1 (TOP) 5'-'r OR LESS IF 13- 13� 1 F _131 4. 'S. IS' 1�3_ 'r Ir 13" 13- T3 T73� I Tela-FO-M) 13, 1 ur 13' T 13- 13- 1 r 13. IS I r III t/21 I (BOTTOM) 13r' - 1- 13- T); 13- 3 ­ Ir 13- - __ 3- - Ir __1 _;__ 13' IS* 2 CrOM 13, tr 1 3- 13' 11. Ir 'r �13 13- 11 1/2' 2 Cw) 13, IS. 13* IS. IS. IS* ­13' Ir IS. 'S� I, r 11 1/2 2 (BOTTOM) IS. I r t3:_ 13* r 13- ir 13- IF 3 7r- 13* 2 (BOTTOM) Ir Ir 13, IS. Ir 13- 13, 13- it 1/2' 3 (UP) 13' Ir 13- ir Ir Ir 13* IS Ir 13- 3 3 CrOP) - 12 1/2* 12 1/2' 0 1/4' 6 1/4- 12 1/7 P2 1/2' 6 1/4. __F 6 1/4. 3 (W"OM) 1/2!2 1/�_ 6 1/4- 6 I11V 12 1/2-12 1/2- 6 Ile /A- 1 (W"W a- r r r a. 7 r 4 (TOP) 1. a 5 1/2- - is' Ti __ 11- - 6- _Fr 1 -6-1/4- 6 1/2' 13' 3_-, 137 6 1/4' a- IS' T_ r _11Y 7 1/2' 13* 13; a. 13" W __W T 3: IS- 13'+L3'_ It. ILtL2 It 1/2* 11 1_ 6 '/.-_G 4 LBOTW 5 (BOTTOM) 6 (BOTT-) r 13, Ir 13, 13' Ir J 13" ly 1 3 - a- - -�L r IS. B. - 4 (wrOM) POP) 5 (BOTTOM) Vop� (wrt. 13* - 'k rT 13, 13- 13* Ir IS 6 1/4' 3' vf IS" 3* 6 I/C.6 '3_' 13 13' 1/4- 131 1/4- 9 1/4- 6 1/4-16 f/4- ,3* Ir 13- 1/2- 137 7- 13- 7- 7 1/215 t/2 IS' 4 1/2- 1 (TOP) TO 14'-4* 13' IS, 13 is, a v/2, 7 1/2' 9 1/2-15 1/2' 13* 5 1/2 1 >5,-r TO -A' _j 14 _10 JL 13- 1 r 9 1/2 Lo 1/2 7 In w r 'Top' I (BOTTOM) Ur [3- 7 1/2- 13- 13-1 Ir -to- Ir to" it" a^ ir 6 1/2^ 1 (BOTTOW) 3 13- - 1/2 Ir 1. 13* 1. 7 1�2 1 4 112 - 2 (TOP) Ir _ii� r- 1 0 1/2' 13' 3 1/2* �i 1 2 t� 6 1/2 Ir 5 1/2' 2 (TOP) Ir __13, 1Y 1 _Il2� 5 1/2- 2 (BOTTOM) 13- 7 1 13� IS. 12 1 /V IS, 12 1/2' 1 _r 13- 6 1/4' 6 1/4' 10* �o . Q W 9 TT/ 1 'r 1 2- to' 16; T2 Iji� a' a IS' IS, It 112- e 1/2' 2 (BOTTOM) 3 (TOP) 13' __n 13' 13* 1;� 10 /2 1/2 6 L/2: 3 CtOP) 12 1�0: B* L 5 1/2" 7* 3 1/2; U2 III'tl W 1/2' 5 1/2' 3' 6 t/4' 6 1/2" 7 1/2- 6 1/4' r 3 J(WROM) j ) 4 (BOTIOMI) 7/2- 0* or � �14 r a. 4- - a. 4 2r, 1/2' 3" (Top) Mair Ir 13' 1/4 13, 13, - 1/2' 1/-- 1. r _13- i�lr is 112' is 1/2- 6 1/4 Ir_jj 1/2* IS- !9 1/2-110 1 13' 1 7* IL11T 1/2',7 17 '1 1/2' _L_ IIV LI/2 13' -6 l/.116 6' . In 1/2'16 1/.*16 15 (TOP) 1, (BOTTOM) , '.) (TOP) BETT (BOTT 13- 6 1/2* r 3, Ir 13, 11 11. Ir 10' 1.3 I 1/2 ' & I 0- I a' ir :�_ _10- w a- __2l' __ 13 is A 1/2' 5 (WTMU) 1 T-11-1 _23�_ 18 6 1/2 9 1/2 6 1/2 13 1/2' 5 CTOP) j G 1/4' i_113 le� _13_ I/CIO It/_ _ /IF + L 5 1 4 A - 1/4 T -) a (Bar I SEE SHEET 11 FOR ANCHORS I"-[ It VACAWG FOP INSIALIATIONS WO WIDOID MINE INALD"M MARIANA ANM400 SWINGS AM IMMMIUM EDGE DISIA"CE ARE INOCKTOI ON THIS SCHEIRRE FOR ED LESS THINK INDICATED OH SCHOKU ROM AMISION SPACIMC BY "101VAIM SPREAD, SHOWN ON SCHEDULE V THE FOLLOWIWO FACTOW, MR THIS OPERATION To ME MSMI. "M SPACINO OFIGAINED UM4 FACTOR WV" Hot WE LESS THAN MINIMUM SPACM00 POICATED ran EACH 'VICHOR TYPE OR 145 SCHEDULE- Ile. 1/4-. t/.*. ANCHION TYPE MINOR, _V", SOLD-80 FAMbliN nomm" 0 NMAMMMUM WNWA AN04OR SINICANG (WL) 1 3 3 1 11. 2 In ONCRM pli S , 3 INSTANCE :rl _3 - In 3 Ilr ACTIA& am ammu (m) FACTOR I.00 smatics ONLY vAi m) usm SEE -rA&z #I FOR MAX. A.S.D. msWrs DESIGN LOADS &VAX._.__ WAN SPACER " 6 USED. 3, MAX. (�) .1 (�) - 7__T_ __ - -, - T-7i__ - __ ­ __ -I � - -------- ----- ------- 7 ------- -7--111 L/2 (USE FOR PAM! LENGTH TOVER 10 PIVAI LENGTH REGULAR STORM M PANEL W-B' 0 .40.0. -40.0 P..f (W/ OVERLAP MID PANEL LENGTH BUT) ----------- --------------- LIFE SAFETY S TORM PANEL 7'-G* 0 +50.0. -34.0 P.Af (W/O OVERIAP MOD PM41 LENGTH SOLT) A USE V-87 WIN. RVJEL LENGTH 1/4 -20.1' SS" *0 I E:MA1 ----- ------------- g)ANDTCHES AT STUD L TION III LIFE SAFM P PANEL BOTTOM CORNERIS rz 0 L ---- ----- ------- D.W(J). PF', NERLAP - j Wm NUT AT EXTERIOR WAV NUT AT LEFT PANE RIGHT PANEL 3 t INSTAILLATIONS ONLY VALID FOR WIND I* MIN. R-IA/13, R-2A/13, R­3A/K + $11-11111/13. R-n/13. 111 1: MIN, SPEED UP TO 170 rt.p.h, �R­IAW/15. P-2AW/15. R-3AW/16. 111-111111111/15, R-20W/15, R-31AB116. I I -ARCHERS (SEE SECTIONS IF ALTERNATIVES ON SHEETS 13, 14, 15 &16) 1/4- CAP -g UEE SAEETY STORM PANEL 11) ELEVATION (f) SCALE 1/4".1' REGULAR 2.697' REGULAR STORM PANEL (wk 0IIL"AP__1 !-*I VILLM FRLH." )STORM PANEL ----- ----- ....... .. .. > --------- - --------- - -------- ---- --- ------------- -------- -- ---- ---- -------- LIFE a PANEL FLORIDA BUILDING CODE (Man High Velocity Hurricani P`KQ0 11.11,00, OR, 24 GAGE GALVANIZED STEEL STORM PANEL EXTERIOR 10RIol, J, GLOBAL MTECTION PROOUCT% LLC. SECTION A -A � M � �., - Sm. III STWU SCALE 1/4'. 1' FL US I am nwa� 1w, 20 INSIALLATION DETAILS FOR LIFE SAFETY PANEL I INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4'f TAPCON 1/4*# TAPCOk 114-0 TAPCONOC g=WOURED Ir- ilo DA ANCHOR 0 9* C ANCHOR 0 9* 01C. WIDE, N" ANCHOR 0 91 CONCRETE BLOCK CONCRETE SOCK CONCRETE BLOCK REOVIRED. REQUIRED. REOLIMED. �4; 20 4) 02 /2' 1/2- 1/4-# TAIVION MZT�CD ANCHOR 0 11' O.0 0. CONCRETE BLOCK REOUIRED. E-D F-00 IT --SEPAR4TK)N- It .1�� EXISTO �XISMIN.fij TO GLASS. CLASS A 0 CL45S IF t =N`J. BAR FOR FIRM (in "RINE. LCHININ FIRM r-4o) tace, INTO 1-n I v M_ -v MAX. 11 'L' MAX. 1", 4 i PANEL LENGTH PANEL LENGTH 0 PANEL LENGTH ISLE ELEVATION (SEE ELVVAIION I (SEE ELEVATION ON SROE7 12) I A,— ON SHEET 12) ON SHM 12) II-EPAPATION I IF TO CLASS. I : I u TO GLASS, 9 - T I a L/2 ED. Lff 3/4 /4'0 TAPCON ANCHOR a r O.C1 EXST04 POURED CONCRETE OR CONCRETE BLOCK REOLPRED. 0 W&EA NNELS M" LIOUNTINGS SCALE 3/6- 11 E_CF- Ur w "TA :7 Do. EXIS't" POURED CONCRETE OR DONCRETE BOOK ItEOUIRIDD JR95WANEL SEE $141111 15 111 ?f MR ANCHORS ANCHM YM 1/4*. - --e TYPE 0 SPACING FOR INSULLATIONS Rna INICOM WOOD Fame BUILDINGS. NPLIMUM ANCHOR SPAICINGS AM MUW wo"m now WADW 0.) 3 1_BPRA WHImiIHI (10 - 1-1 , a..*. OR* 00 3 EDGE DISTANCE ARE INDICATEDD ON SCHEMALI. I" Co, I= THAN XTED OR SCHMULIT ROXICE ANCHOR SPACING 3 AM^ BY MAUKY04 SPACING UHURPH LAR SCHEDULE BY THE rO1UUDW1NO FACTORS /7' On IN THIS OPERATION TO WE POSSIBLE. REDUCED SPACOO WANED USINO PA" SHALL MOT WE u3s THAN 2 In' es, VANNAM SPACOW 01OICATICIO FOR EACH ANCHOR TYPE DIN THIS SCHIMUILL 3 112 f ED' I' ml.� SEPARATION TO CLASS, Q, lot. E.OA E.O.- MAN, 6' PANE LENGTH (SEE ELEVATION ON SHEET 123 C Eat- - EQ,$ EQ f MA, MATS IF 1/4-0 TAPCON /1'. 1APCON ANCHOR 0 0' OX ANCHOR 0 21 OC EXISTING POURED CONCRETE OR DUSTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED CONCRETE BLOCK REOUv= 0 ffiu�; LS a "" NFL WALL mquNnNGS BUILDING CODE (Non Mah Velodtv Hurricane CD 0 2 Cu -1-HH, 0 a) a) (D 0 0 ja 0 0- CIO 0 CIO U- SHIP.- 0 CIO > AQ Cn -0 a) w J= L_ a) -&-, CIO 0- C:)- CU -0 40 -&..& Cf) o- < = I rm� z w =I INSTALLATION DETAILS FOR UFE SAFETY PANEL (I INSTALLATION DETAILS FOR UEE SAFETY PANELni INSTALLATION DETAILS FOR LIFE SAFETY PANEL (J-) INTO WOOD STRUCTURES INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES 1/4-f a_C, ANCHOR *9 OC WOOLD HEADER _AtOLARED HEADER WIX� HEADER wooa HEADER -REQUIRED WOROD HEADER RED CONCRETE BLOCK 41. CO"CRETE BLOM I I '] . AEOWUIRED 0, It REGUIRED. Cn -6--f -0 Th" -0 T T -C21 "OR 0 9 0 C C 4) Akc+.OR a r 0 C 9* O.0 O.0 x =APODN p =0 I=vIr DC_ 0 9, Oz. 1/4' .-02 A 20 (2-) MAX 02 4), $/A- 1/4- LD# LOP MAX� 1&, 1/4' 1/4- MAK, 2- 2- 2- I M5,I As 01 �MAX Cu 11__SfP#ftPATK* I TO CLASS. i DI n"P_m 1 1 01 GLASS A 4 _LLjA-.L > C1 I OVERT EUX IGWM OLM CLASS IF Um fl, me .I: =GtH -1, WAX. U[MOH, OAR r-n PALWI LEWC`tH 4 PANEL LENGTH I I (SEE ELEVATION (SEE ELEVATION I 't" MAX PANEL LENGTH IF ON SHEET 12) o 04 SHEET 12) 1 'L, NO.. (SEE ELEVATION (SEE ELEVATION 'L, M", 4 PANEL LENGTH '(SEE ELEVATION ON SHEET 12) -1 1 ! PANEL LENGTH PANEL LENGTH PANEL LENGTH 1:1 SEIAT CL ON SHUT 12) (SEE ELEVATION TO I (SEE ELEVATION I a a T it ON SHEET 12) �ON SHEET 12) 4 1--- I IT U) ON SHEET 12) 4 SEPARATION It I TO GLASS. -0 1 L/2 f SEPARATION (D .1 I I IF 11-SEPARATICIN ARZA _4­0 4; S 01 10 GLASS. TO GLASS 6. L/2 14 IF EXISTING POURED EXISTING Ct� 0 IF C;;y Eb. L CONCRETE BLOC!, ED f REQUIRED REOURRED "Ityaw I F III Is uVr E ED Ea. EQ. I L - 10. Ea 16. . , I . /2' 2-.4- *OGP I PLATE 1/4-4 PAN 1/4-f PAWAMATE 1 14 '0 TAPC ON I Th"coN REOUIRED 2'.4* WOOD 2.4' WOOQ_ _/4 AK PLATE ANCHOR 0 9, D.C. ANCHOR 0 V* PLATE ANCHOR 0 Ir 0 C_ REQUIRED 0 1 REQUIRED MTIE/2 t ON OC WORD ANCHOR O'�2 'WOSC ANCHOR (BEYOND) STA=K0 W/ MD STAGGERED W1 5PA ",41 PA.19 1/4-0 PANEILMATE PLUS Cu 0 Ir OC q ANCHOR 0 t2 1/2- O�C WA" MOUNTINGS __K.4' WOOD WE SHEETS Is & to FOR ANC-0013, TYPE III SPACING FOR so" 310-1. LATE T; REQUIRED REWRED PISTAUATIONS Oft WOOD PRUE SUILIMIKS. REQUIRE" p LVt/24r MINIMUM ANCHOR SPACROS AND MINIMUM EDGE DISTANCE AW INDICATED ON THIS SCHEDULE MR EV� LESS THAN INOICATED DO SCHEDULE REDUCE ".OR SPACRIC By Cu "IFIL"PIC SPACIND SHOWN ON SCHEDULE 90 THE I TrL rn FOLLOWING FACTORS, FOR r1a opmr1om To, PC PossaL 0 REM 0 "Ll USRVNL REDUCED SPACING OVINVED USK FACTOR SKALA Rot BE JA LIT11 4S 3AF Ek Yf L;P All OF L HENGUMLAH PFARIELS LESS TRR MINIMUM SPOO" INUCK1110 FOR EACH ANCHOR TIVE ON TONS SCNEDAL WALL MOURTNIS WAU MOUKUNGS WALL IdOUNTINGS 1/41. 1/0. SCALE 3/8-l' SCALE 3/8-1" SCALE 3/8.1* ANCHOR 111019 Room, - plibmimille tc- Net Lu 3 FLORIDA BUILDING CODE (Non High Velocity HUT carts, Zone)l FLORIDA BUILDING CODE (Non High Velocity Hu can* Zone) movkft Am" VACIM; Om) Iii BUILDING CODE (Non 16gh Velocity Hu . ' ii FLO owe Zone)l A . a .44167 % a) 3 HIM ROOM) TILINCO, WC. Tir IT x TIT: V.P. 24 GAGE GALVANIZED STEEL STORM PANEL 0,44167 24 GAGE GALVANIZED STEEL STORM PANEL 24 GAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN f OR- OF S I INSTALLATION ARE ONLY VALID FOR MM, A.S.D. SIATE OF z TOATEilD 2*. IN /r/mm's A PRESSURE RATINGS (p.cf) AND PANEL LENG"4S AS 11 ". . MOM PROTECTM PRODUM, LLC. ' DESIGN PRESSURE RATINGS (p,s.f) AND PANEL 11LIECO IILIECOING. DATE LENGTHS AS IILIECOS14C GLOBAL MOTECrION DAM. mmmimmomm 1910- GLOBAL PROTECTM MOUCTS. U.C. PRODUCTS, LLC. D`TIL PER ELEVATION ON SHEET 12. STATE 4,,.r INC. % - , AMIC LW. 51 STREET PER ELEVATION ON SHIEET 11 MIGO &IF St S`M1T 2, FOR NEW WOOD FRAME CONSTRLIC71ON: WOOD "W S.W 3, srw _A`VMWA.n .1. RAL P. DART. n. 33314 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD FLUX IIN e-2 11,51, � a COMI'AN)" m__s,_m ONAIL�o _�, PHONE iso . tv�� PHOW, W4 DW*' M =14M41M�4ft7 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC am; MM)OW-M, 20-175 )IINHHHH01.0 PHOWIL COOL FL 31311 20-175 _.Im I,, PAR F.: OFA� DENSITY OF 0.55 OR EQUAL MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECJFX Im- "")Ne-am CA OWSM4 ft CA-00057T DEWSTTY OF 0.55 OR EQUAL < T AIR --I - 1 .1. SWEET 1. 0, Is Moll t FIX OWED is or is 07 FLORIDA a, 1 4,14? SHEET NO. SH 1.4 +EZI/118. EZIW/18 ANCHORS (SEE SECTION (71 a ALnRM4"4 MIN ON SWEET ISY 3, M_ I- MI,, 1, M!, (SEE I (SEE NOTE 21 2) C91 *NOTE I-T- -a xT, AL IT --1 1 k �A-- PANELG) TO BE INSTALL ED AT EACH OPENING S� ALWAYS BE 0 0 1/2' PROVIDED W/ RVAI; HANDLE TO FACAUTATE INSTALLATION IF INTENDED TO NSTALLED FROM INSIDE OF STRUCTURE AT 2 PER PAW. I j NOTES I I T I I p) URIES 200 E-Z HANG S�DPM PANEL SYSTEM PANEL 4 COnt IINTERIOP PANE! (INTERIOR PANEL� (INTEFECIR PANFi.) TRACKS TOP & BOTTOM U PAINEL) I �tFht[) PANE SEE ITS 2. 3. 4 1 k j SET NOTES 2, 3 1 (2; END PANE,� SHALL ALW)�YS BE CONNECTED To BQ',TOM TRACK ERWISF A STOP RARWSIALL BE PRCMDCD AT TOP Df SUCH ANEL UNGPI PANELS -7 1/ 40 il .I AT I is ; j (3) If ENT) PANFIS ARE CONNEC7ED To 9079.M 'RACK. CONNEC SHALI CONS'S' Of 1/4'e-20.3/4' M.S. W/ 1/8*0.3/32* WIC i" �ITIE� PANELS NUT OF, 1/ -60/4- MIn TIOM A fHUMBSCREW INTO TAPPED 80 S's BOLTS W/o a LA C,%%_.P TRACK LOCATION OF FASTENERS MAY BE AT ETTHCR OF IWO (SEE SFC7X).S AS APPUCABLI) PXTEWOR rLAT FLANCES OF END PANEL 50% OF �4) IN LAS; I-A7 END PANELS ARE CONNECTED TO BOTTOM NOT T 1 1 1 , 1 1 1 , ; 1.1 i 1 : 1 TRACK It A STOP BAR IS ONLY USED AT TOP) AT LEAST IWO PANELS SliAU BE CONNECTED 10 BOTTOM TRACK USWC SPECS CMDiCATCD ON NOTE (3i ABOVE IN SUCH CASE. CONNECTION OF PANELS TC 9R)T`TOM TRACK MAY OCCUR AT ANY PANEL LOCATION "'l-j -_J_j_ LIE. -1 -1- L 1- _J'J L L -1 _L_ L J -1 LI_I__J_J_ LL J-JI41 j_J_ L1 A_J I 5- SEE NOTE I w� SEE SEE t INSTALLATIONS ONLY VAIS FOR WINE) NOTE 3 *Of( SPEED LIP 70 170 MO.h (SEE SECION E7I At Allt�NAINE E2IW 04 13) -*EZI/18, EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PAN L( SYSTEM SCALE 3/32'=I" M_ (;At, 2,�17,(MOL OVERLAP, I . 7`7 7`7 7 7 77 7 7 MAX. GAP SECTION A -A SCALE 3/32--l" EN FLORIDA BUILDING CODE (Non High Velocity Hur Ica n: Zone) 44167 't. 24 GAGE GALVANIZED STEEL STORM PANEL E C11 i �Gcco MOBAL PROTECTIO14 PRODUCTS. LLC. S1 STATE I is - 3)31- JR'XBN_XNT 20-175 U MMLTA A "O'DA ENGINEEr-IING EMBINEERIM13 EXPRESS PRODUCT EvALuATioittd REPORT September 15,2020 Applicalfion Number: 17669.1 - R2 EX Project Number 20-31543 Product ManuWurer All American Shutters and Glass ManufacurferAchdress 1540 Donne Road West Palm Betich. FL 33409 Product Narne 9 Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This product Evaluation Report is being issued in accordance with the requirements of the Florida Departmentof usdiess and Professional Regulation (Florida BtakIng Commission) Rule Chapter jkC.. for statewide acceptance per Method I(d) The product noted above has been a 61IG20-3 OD5 F� tested an&ot' "Valuated as summarized herein to show compliance with the Florida Budding Code Seventh Edition (2020) and Is, for the purpose Intended, at least equivalent to that required by the Code Re-evaluabon of that product shall be requited following pertinent Florida Building Code thodificadems a( revwlsoris. Substantiating Data: PRODUCT LYALUATI0114 OMINOUS EX drawing QD-31543 00od24ga Galvanized Sleet Storm Panels (HVHZ III Non+IV1HZ)', sheets 1-5 prepe(ed by Engineering Exprods. sVned III -Jed by Frank Bennardo. P E is an Integral part of this Evaluation Report. MIT REPORTS Uniform stalk structural parlommence has bow tested in accordance with TAS 202 told standards per test report(s) OBT HITISG-17-001 by Slaclairster Testing, Inc accordance with TAS Lame missite Impact esislar and cyclic loading performance has been lasited in 201 and TAS 203 test standards per test report(s) OBT-ASG-17-001 by Blackmailer Testing, InCL chiral engine" calculations have been prepared which evalinfle the product based on comparadve andfor national analysis to qualIN the following design Cnle"aL . STRUCTURAL ENGINEERING CALCULATIONS Stru 1. Maximum Allow" Span& 2 Minimum Allowable Spam 3 Minimum Mau Separation 4 Anchor Spacing 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM 'INe vNess-com cam N WIN r I- IVA If"W" IV, LL t difmr.9ft. t- I �1" t I ITI, ENGINEERING Page 2 or 2 All American Shutters and Glass - 24ga Galvanized Steel Stornit Panels No 33% increase in allowable strests has been used In the design of this product. Separation from glazing Is not feNtinted for installations outside of wind zone 4 and essential facidthes Impact Resistarive: Large Impact Resistance has been demonstrated as evidenced in pr"ousty Wed test report(s). and is accounted for in the engineering design of this product fflnd Load Resistance This product has been designed to famust Wind loads as indicated in the span schedulals) on the respect" Product Evaluation Document It W engineering drawing) Installation This product shall be installed in strict Compliance with its respective Product Evaluation Document to a engineering drativing) along with all compormenh; noted theremn. Product components shall be Otthe material specified In ftt product's respective Product Evaluallin Cocument (i.s entlineedrig drawing) Limitations & Conditions of Use: Use of this product shall be In strict accordance with the respective Product Evaluation Docurrient (1.0 engineering drawing) as noted herein AJI supporting host structures shall be designed to restat all superimposed loads and Shelf be of a matenal listed in this product's respective anchor schedule. Host structure conditions which are not accounted lot ill this pr oduct's respeclihme, anchor schedule shall be designed foron a stte-specific basis by a registered professional engiriew AJI Compon ents Which Ore permanstaill, installed shall be protected against corrosion. contsminallikin. and other such damage at all Times. This product has been designed far use withilff and outside the High Velocity Hurricane Zone (HVHZ), Respectfully. Frank Bermardo. PE ENGINEERING ExPREssa #PE0046549 I Cerl Audi 9884 160 STY 121" A,,ENUE SUITE 106, DEERFIELD BEAcH, FLORIDA 33442 (9541 354-0660 1 (866) 396-9999 TEAM@ ENGINE EkimGExpitess.com ENGINEERING E xvntss. cam -Ar- T T \0 51 f N1_ ­1 1-1 "A" 1.4 XCTBDN T MU OWNT S�_ON XF-_ f 7 7" AMIK­ vel­ i 41 A;I PC mi :Q A M, -Rig 1W LLJ 65) INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURE -CVI.$T�MOEO CA , i I/Ilmil TAPCON 0" CONCRETE BLOCK - , -- - _. - il k4CHOR 0 12* 0 C. p, RE01,11110 _I, 14EX WAD YEK HEX HEAD TEX 1/4'* IAPCON "COD NE-ADER ANCHOR 0 12* O.C. SCREW 0 4* FROM REOLARED' SCREW 064" FROM EDGE OF 6 EDGE OF *XP4 �Q MOON Z ce I 1/2' 1/2- IT Uff Ll 1. PA"DO" ISE -kUMNOW Pop EXISISC4 TO CLASS ALUMINUM POP TO CLAS GLASS C, AWE i - _T RIVET 9 A A_ 04 P"a LENGTH is I PANEL MLAEXNGTH 0 1 AT __ - 0 1' kfo A-SEPARA V Min, TION 4'0-20.2' SEP SEPARATION 10 GLASS, 10 1 UMBSCREW To TO CLASS OF 'L' 50% LASS .1 1/4-0-20,2- OF 'L* C THUMBSCREW ED. /2" i 7� I E 0 1/2 If 1,14*0 TAPCON ANCHOR J 1.14'. Y�7014 I 0 12' OC 1/4-0 TAPCON 2*"' WOW ANCHOR 0 12* 0 C DUSTING POURED CONCRETE OR CONCRETE BLOCK REOL4RED REOLERCO WALL MOUKrING WALL MOUNTING SECTION EZ1 ALTERNATIVE EZIN SCALE 3/8-7- SCALE 3/8-l' FLORIDA BUILDING CODE (Norl High Vvlocit NUT icormt Zone), ry Re UG= SO DESIGN MIN. PANEL.LEN - - Ilri "'0' 24 GAGE GALVANIZED STEEL STORM PANEL ORION 1� INSTALLATION ARE ONLY VAUD FOR MAX. AL SHALL BE 2 -6-1 PRESSURE RATING +/- 40.0 ps,f. AND 6'-C' MAX ST GLOUL PR07ECMN PRODUCTS, LLC. PANEL LENGTH. IIIMIECO..�,� WOOD -D Iww HID(I S. 11 MIRE" 2. FOR NEW WOOD FRAME CONSTRUCTION: K MI. 20-175 MEMBERS TO BE SOUTHERN NNE No 2, W/ SPECIFIC _M__ DENSITY OF 0.55 OR EQUAL. AAMMM,, . Mm"N PE 'Jow ALL AMERICAN SHUTT`ERS AND GLASS 4ga GALVANIZED STEEL STORM PANELS (HVHZ NON-HVHZ) I ;I0 WIDTH UNUMM (PERP, I() PANEL SPAN) TOP MOUNT (CONN� TYPE AS WQ'D) SECTIONS OPTIONAL eIrItv2O STITCH BOL.TSWrT" WASKIERED WASNUTSFASTENED OVERLAPS 0 MICSTIANO(ILISE APPROPRIATIF SPAN TABLE) ------- In ISE, 1/0.37V] AT -IT s Do CM TYPICAL VERTICAL MOUNT ELEVATION MAY of N T S, ELEVATION TOP MOUNT L"Hat, (CONN TYPE- H BOTTOM UNEY r(MCOONN UAS TYPE REqD) __Oab 7RUCTIO I LOCATION N (NN'T)UNT I YPE AS PEW)) W-"3m MOUNEr (MAN,_/ U"M nPE AS REQ'D) ISPAN BELOW OBSTRUCTION) PANELS MAY BE NOTCH ED PROVI DED 7 HAT M N N E OPTIONAL K -20 S=Cm BOLTS WITH WASHERED ANCHORS ARE USED WHICH SATISFY WING NUTS FASTENED 0 SPANS ABOVE I BELOVI OBSTRUCTION OVERLAPS 0 MIDSPAN (USE PROPRIATIESPAN TABLE) VERTICAL MOUNT ELEVATION (NOTCHED PANELS) NJS ELEVATION ALLOWABI E PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS M)MMUMSIGAMPANAL SIPARATONfROMO.ASS JWIJZ, WIND Zo% E 4 4 ESSENTIAI EACH WE 5) MAXIMUM DESIGN OWARLE INSIALIAtIONSLM INSTALLAr"S< WATER SPAMt[­j WTIM'ASOVEG DE THAN 30 ABOVE GRADE I (MAIN 0 1! 606.. 2 IS Iv 130.0.. 606.. 2,161. 13",t, 61161� 7161g, Lo V 606 1 SS, IpS 6'. ad 2 Isut *1 W a : III ft, __ 6 11 1. 2,72,,� .110 :PFAN bLNtLJULt NU I t5: ERMINE MAXIMUM ALLOWABLE STORM PANEL SCHEDULE Is ACCEPTABLE " USE WITH POSITIVE SPAM ON LOAD $ PANEL FASTENER SPACING TO DESIEN I TER SPAN SCHEDULES WITH NEGATIVE DETE LOADS LESS THAN OR EQUAL TO NEGATIVE 2. 'PANEL FASYENfAs- ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXrRUStONS i'l-TRACN. STUDDED ANGLE. ETC I USE 6 25- OC.'PA FASTENER SPACING TABLE VALUES FOR NA ALL H" ND'U*-HEADERS (INCLUDING BUILD OUT COND [TIONS) 3 LINEAR INTERPOLATION BETWEEN LOADS 15 ACC EPTABLE. OTHERWISE USE NDCT HIGHER LOAD, GLASS SEPARATION NOTES: THE E ITER SPAN SCHEDULE WITH POS171VE DESIGN LOAD TO DEreMMTNE ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED ME MUM 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL ACILETTES IN ASYM WIND ZONES I THROu*H I. THE GLASS SEPARATION SCHEDULE is NOT ACQUIRED AND NO MINIMUM SEPARATION FROM THE PAUTECTIED OPENING 15 REQUIRED. F3 MAXIMUM ALLOWABLE F' DESIGN PRESSURES: - 5 NOTED IN DESIG SCHEDULES DESIGN NOTES' POMANAlFrATIVE N PRESS RES CA@ LATED THIS SYS ,M&,L BE ETC;. FOR PER SEPARATE ENGINEERING IfigCORDANCE WITH THE ER OF E Af I TTC THAN 01, EIIAL PrOt� OLFIL��TTJE DESIGN 1AC Uffi� LES to HeRCIN FOR ANY AS SHOWN, STS GENERAL NOTES: THIS SPECIFICATION HAS OEM DESIGNED AND SHALL BE FABRICAT ED IN IN ALLOWABLE STRESS HAS BEEN USED IN THE !Fit OF RECORD FOR THE PROJECT CH THIS OIWGiN 13 USED SHALL BE RESPONSIBLE UpPoArINGSU IFACES TO THIS DESIGN WHICH ME PERMITTING CONTRACTOR. IC, C S' I RE N'mr' IT IER T'. MAL S1AH"1r_C'tIJr`IC)N7A0s HMEEM M G MeRIC AND DOES JACIT PROVIDE C SITTIL MR sin CONDITIONS CUFFERENT mom 46K IN, A LICIIIISSO ENGINEER 09 RED M SPECIFIC COCUMENTS FDA USE IN cu.cur TED HEREIN AM BASED ON 111MUMUM ITESTIED ALL FEE. DO CITIONS DECTATE. PANELS MAY BE MOUNTED VERTICALLY OR HCAtZONTAU6Y AS APPLICABLE. 12, COOMASTEW-ORS NOTED HEREIN SHALL.GE HgEDDECTO NOTI-CRAICKEOCONCREIECIMLY. INSTALL ALL CONCRETE ANCHORS PER KANUFA!­TVRERS OMMENDATIONS. 11 THECONTRAN" lt�.TOTEAIIIILATE Oft PROWT AIL CIO" '0:' MEMBERS FROM .156141MAT . "' PIT 14, 'AL FFIXED HERE TO VALIJOIXES XMOLVITsm As I ENGINEER A SHOWN ONLY, Uff OF T1415 spearichnOM BY CONTRACTORMAL INE kY VARY I IN RE. I A ETA FOR AU - Ili CCMA=&AS VFCS HaARM 5 THIS MG114 COST A DAAAAAS CUEI L ES APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM E ErnoN &CON RLICTION PRAGIECESBIEV09D THAT INNICTI 15 CALLED MR ORR LOCAL'STA�, & FEDERAL MOM S MOM eVIN,120M OF If IS EWE" AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL 'ITIONS OR AT ArioNS ARE INTENDED 16. ALIV ADD NS ORCITHERFIARKEN, AM NOT PEMMUIP"SO1 AN MALIDATC TKIS CERTIFICATION (If LABEL MOA PROCILACIT APPROVAL NUMBER VISIT BCAL.C.10131643 x WABLE SPAN SCHEDULE TOP MOUNT S fl] I L -6 1 I'lln IF v U= Zr NE-W 22' NEI# -ur "Mid. o' Ir Ze 2T 2r 2r 0* zor 73, 2W 8 ::: 23, 27 27' 4 1, i0r, I, if" IF -2F Sur it" n, 1 -274-- -Nr 14� -3F -W-- -W 29- Ar 2.rL &r 3T -5r -2f' 37- Oo, 52- xr IF 25" ST It' 0 Be, Air.%% It" Mourit Zr W 27- 1 r 29* 311 IT- 21' 22- 29r If- 31, Direct Men ZA" 24" 24' 3V Ar SF 29' At 24' 4r HDio. a, a" Cr 2r III` ZS1 zr 1 2,r tr 2-r zT 20 P`A PQIR Tnick 29' 24" 2� Nr 4F SIT 2r 1 411" 2 .r 407 51, am 8%e 27 ZT It' 3Ir 31- 2r 30' Ill 3y. T,.�27 k 'r __T2__r_ U 4: at AT 02 WO V, LLJ fig -C 20-31543 1 4�.efi,- 'A rx 0 Wit. ��Trj� ,I 'A W�Om ...Et 1­11 �1. 1 1. TMX,I t KIT t-T ­­1­ -.11 ILKN6_1 % 1ANE's-S C, ,W.. IPM i < I -, . _,,t I. P­ 1 QW0NAL INTERIOR FASTENING DETAIL LE) a ILLA IT - , `01, IK, ­- < 1 1 Vill 10 F' I ILL IG. ii, EALI 20-31543 - Q10NAL EGRESS PANEL DETAIL OM FASTENING R A C2. r- wes, C= 4-11 CL. C�) M C14 �4 ED C, :5 Cj cc :P. CL. E 55 mCK OD94 Z --- r.62S J ar 11zv TO GA �111194' 094 be.1201 TYPI nP �4"` 0 4" N -0.06v 0062, L 930' N 375'J �.UdTo' :,=,L -D,06 P 2_ 00000 00" P�0,6& 25NO' -4 2.000* 11190­00T HEADER 3.38a" MAY 0 3011 __1115601L_ 510 % " 6gi;. 9�iF - 0 ISO, 0.179. -12-500"PANEL COVERAGE 14.075' PANEL LE14 F-TTT G4 1_1� ae, T:�_o.oso* ]Ei.305�j ITY P TYR 2E F� 0,957-4-4 0U1LQ=9UT "T MKIM We 0 JIV 03716, at9D t a __P IrT7 MCITWIt - S 4* MAX _-__CM1 REROLOSUAF DETAIL .25"MAX. 0.191r, ItIlm; 9 1 MAX. -T';,% ­­ - 2r MAV. - Did Mi BUILD -OUT CISTANCE M., EMEO �AX A 25� MAK MIN 111, MAX, MIN CQPMERQAWUDOMI BED REMAIL 09 �O "1114" '-4._ al� P Nuu, - ANCHOR SPACING SCHEDULE: 24 GAUGE PAWLS, PANEL FASTENERS 0 11 5" 0 C 2.5" WIDE 10ILSTANCIF ir MR. eMN ANCHOR Pitti=u WP9 SPANUPTQW-D' srNNUPTOIr-r SPAN VP To 10-10' C130110TYPE OBINNEN TV CONN 1Z.5' IGO' 10.2" 60' 12.511 16,01 9.1" 6.1 =5' TK3 �ILW 1215" 16.01 ax* 5.5', 12.S" 1660 Rio 5.5. II.V. JL2.5- Is a- lotil. 164011 *.3" P.3- I la ILL IS D" ISIL 0 54- 12 S' 1V IILT' A": 1 I&ON SLIN 3.4- 12.57, 16.01' al" 5,4* 1Z.5 26.0' 9.1' SIT" 12.5" 16.0" &1' 5.4" .11111 33 DWALTUtTRACON +1 - 52 72 12.11* 16.01, 2601 If M 12-S" IRA" JAX" 12 AT' 22 T' 19 o' 13 4" 10 7" _10111� , EN la.511 M511 LED" 12.01 _Ffill I.A., 1-f _t 5, IZST1 to." II.I. %,- =2S- TS-6-31F JLIr 12.9" 14.1r, 11.91' 727 R7=7 B7 ILLS' 26.0" 91.0' CS" ILLS' 36.0� J.I.V' 0.5" 12.5" 16.0 P.S tl W -a- 33 ONTO 0110SIT +1 48 51 72 izs`� is 0" ISO" ,Md' 12�5" 19 11" IS." 13.4" 12 r 1&0' 14 W It.91. -I TF ticall 16,011 13.1. 1215-1 1,44T, Mr IDA,- 1213. 1&0., !LL An!n - 115' 11.9. 16_U'I5V'J3,3E' JDD. 14,4.. JILTI, 12 S" Ida' ID.01. 12.5" ILr. 1116" 12 5' jo.f.L 12.5" MCI" 22 5" 16.0- ITS" to M:'11' 1 "'E"O ""0" 12.5 L916, ILLS, GO* 12.5" 10.4,; 1 31 11�1 T11i +1 1 - 3W 7" 7`1 IN: iLT- Ed I&SIFIEF Isial fsvp I ITE0. 2=9 - !&L -is WT 14.01, 15.7- 1. 4,11 12N. lix. msli 1l:.D* I I 34 q. I&W, ALL ILI v. - 76 a- IIX I.I. I$ to. I', EX2111 12.5" 16.0" 26,0*' 23.01' 72-5-y6-T 5J '12 *­ usil 12S, 16.0111&rl 11.1111 i �1- a: ffill 16*01 I EMS DISTANICO 49 52 72 73 �­RAXTI:, 42 48 52 7Z ILI V, Iz !� 62!1' S V, it 71 ALI ... 11. 11171, 623- 5.4" to I. 4.4" T_ ,,Y I) T &is- 10.8" 1.23, 9.31 94" 9. Y. 9.7. 1 W ­4w HIM" SIS TAPKXIN +1 `18 0=3001mo. 5Z a- 4.01 6,25' !0 2 4 4. - . &Z 111 4. 49Y 5.21' 0 1 7 "1" 42i 6.25" 10.7" 4.1" 0 r.25- jj:L IIA". 4.p- 6.25' 4.01 r 25' 10.7- 41" 4.0" 10. 7' 4.4" j5 110 1, IIN' 33 ALL MENYSSO110 SET +1 5Z Z 12-55" ID Or- 14,1" It r 12.5" 16 r S?" 7-r AZ ", to D. 87. ? W 12� � TOT ILT ski- 12.5- IOT ?x. cs. .5.. 122.51. 36.0- ?'$-H., 16 01; 9.7. 7.0. 12.5" MCI" 7.7" 6.2" 16.0. 7.7. 6.2., 12.S" 32.5!' 1 a. a IS r ISO' 7. - , 1. 125" 16.0 7" 62� 1 1 1 11, 1_7.� 2 L , its &Z L2,11 16 5, '* I 'o- So 15 D* 62 J/� I u," ENDED 33 Is a; - " 1 12.9p, Is.*, 6.41. S191 0.23" I,L�L 4.4" 4.1" 6.23* 10.3- 4,V SJ� ;14'* 5.2" 4.6" 425" ST, .7y 11.5" ILI" &1 .6-25, 3.5 9,2. 3A; r.2s- 9.2:1 ILE, 3.31, 4. in d" 4- 3"-*1&12':"'Igs.22.iiiiiiiliiiiiiii" -1' ­S: : r' 13 33 ia Has OeMS ANICH MAN I. KI ..I CMNIWIIL Doe"T"I M I=t U CA C1 c4 ea"a "Ps' M 33 41 48 SZ 7Z ELF, U 11 is Is-W, 6A� 12 S... a-o-as,, 17.151* 14.01 16,011 7.EL 12.Y' 16.0- 14.7" ba* 12.51- 16.0- 14.7r' &Q�l L2 .. 11 So' a- 14.7' I:,c SLA Do' IZ.T' Iso " 15 0" 14,� a" 14,1" 5,0� IZr 12.T' is-n- 1. 16-11- 24 7 60' -11, 1 �.M=, 13 W�b kftm 42 40 7Z Ve Vile MOM 33 TAPCW,,:NAf, 41 49 Ree. Sit 72 12.S' 16.17' 16.0' Iol" IZ.5' 16,0" 12.V' 7.0' IIS 16.0' 14A 6.2 - 12.51 SCO-1 14.1" &1- 12-51 M.O.- 9.7- Ed-, iz.s,- 26.0- W- E,A-', 1 IS, J`2151 LIS, 160 140" Ida' It., 14,01, 4161, 11 1,,* 24. 7,0* 125' 54� 12 51 &D. 12.Y' 12.5" 16.0" ,S 16,0" AE 9.6" 5,15-1 13.5" 12S 22,5' 0 9. 516" 3 td. 0. 11.1.1 30.0- .1.1 1,215" 11.5VVI 15.01, 13. ISO' ILL 12. 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It 5,25!� 12v. 471. &?W- 1� T. 4T" 41r I ISIS' I ANCHORSCHEOULEAPPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES ANCHOR NOTES: MAXIMUM ALLOWAOILF ANCHOR SPACING, MAKI MUM ALLOWABLE SPANS AND PRMIJRES INDICATED -OULE IN SPAN SCHE SHALL APPLY 2 ENTERANCH CHEDULE EASEDON PANEL FASTENER 5PACING, tHC EXISTM!iTituCTURE MATERIAL, & ANCF40ORR TYPE SELECT DESIGN LOAD GREATER IRAN OR EQUALTO NEGATIVE DESIGN LOW ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANSELEcr CONNECTIONINPE WED ON APPROPRIATE MOUNTING CONDITION (SEFEMOUNTING DETAIL50N WE PASTE PA -I O.0 PANEL FASTENER SPACING TABLE VALUES FOR (r RACK, STUDDED ANGLE, ETC) USEES25 ALL 'N' - AM 'U'-HEADM (INCLUDI NO BUILDOUT CONDMONS) 4 ANCHORS SHALL. BE INSTALLED IN ACCORDANCIE WITH MANUFACTURERS RECOMMENDATION& S. HOLLOW MI= HCST$TRUCIURES LLCONEORMTOASEMO9011UQCK. 6. Milidmum Cm4CDmENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7 MINIMUM EMBEDMEW AND EDGE DISTANCE EXCULIDES STUCCO, FGAM, BRICK. AND OTHER WALL FINISHES WALL FINISHES SHALL BE LIMETECTO 1/4- MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUAI ELY TRANSFER LOADS TO HOST STR=URE -CRACKED CONCRETE ONLY 9. CONCRETE AN04ORS NOTED HEREIN SHALL BE EMBEDDED TO UN 9� WHERE EXISTING STRUCTIURE IS WOOD FRAMING, E)CISTINQ COOILDITIONS, MAY VARY. FIELD VERIFY THAT FAMNERS ARE INTOAD15QUATE, WOW FRAMFING MEMBERS, NOT PLYWOOD. F&SITNING TO PEYWMW IS ACCEPTABLE ONLY FCR SIDE CLOSURE PIECES. ED WHERE ANCHORS FASTEN TO NARROW FACE Of STUD FJUIMING� FA.STMERSHALL BELOCATED IN CC NOMINAL 2' X 4" (10111,L) WOOD STUD EDGE DISTANCE IS ACCEPTABLE FOR WOOD NEER OF FRAMING). WOOD STUD SHALL BE "SOUTHERN PIZ G-0.55 OR GREATER DENSITY, LAG SCREW SHALL PAVE PHILLIPS PAN HEAD OR HEX WAD, It REMOVABLE ANCHORS ARE. DeWAIS PANELMATIR. ALL -FORM SOLID -SET 4 BRASS BUSHING L2 MACHINE SCREWS SHALL HAVE ifl- MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE FITHEEP A PAN H An TRESS HEA*�,RWAFER HEAD (SIDEWALK BOLT) U M.0 EXCLU 13, MINIMUM EMBEDMENT AND EDGE HDIEST4NCE LICOD OR OTHER WALL FINISHES, 14, M DESIGNATES ANCHOR CONDITIONS WHICH A RE NOT ACCEPTABLE US M is * DIRECT MOUNTING CON IONS DIT Ed Li THENTI ]INTERPOLATION 15 NUT PERMITTED FDA USE WITH THE ANCHOR SCHEDULES LISTM ON THIS SHEET IN ILI PIT ;if Z U) 3E fill F�3 C-10 > 0) C- -1- =3 C:L Q_ 0 0 CIO -6-0 -10 CD U) (D 0 0_ a CU C) 0 4_0 0 > U) C/) (D Cn M cia 2 C�L ICU 42 4-0 Z Z W Cn CD CD U) co 0 U) CD 0 0 a) cu LL] < Z Z < _j SHEET NO. SH 1,5.