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HomeMy WebLinkAbout6322 Bar S Bar Trli t i , t i t ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F O M Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F Above Finished Floor FP or F P Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Beanng HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H H Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) GOFF or Coff Coffered or Tray Ceiling INSUL or Insul Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S W. Shear Wall COMP or Comp. Compressor KS or K.S Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L F Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T O M Top of Masonry DBL or Dbl. Double MAS or Mas Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr Manufacturer TRANS WDW or Trans Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIL or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N T S Not to Scale VERT or Vert Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O E Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W A Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P L Parallarn WDW HDR or WDW HDR Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WIC or W I C Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W M Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T Pressure Treated WS Water Softener FIN FLR or FF or Fin Ar Finished Floor PW or P W Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.0 NEW BASE PLAN 06/25/12 2.0 08/11/15 03/06/18 06/01 /18 06/07/ 18 12/19/20 GRADE BEAM FOUNDATION 3.0 2015 NEW CODE UPDATE 4.0 FBC 2017 CODE UPDATES & MODEL ____UPDATES 4.1 REVISED SGD, LANAI & WINDOWS AT REAR 4.2 REVISED DINING WINDOW TO 35-SH 5.0 FBC 2020 CODE UPDATE LENN/XRom 1763 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS 1.1 1.2 2.1 2.2 3 4 5 6.1 6.2 7 SN SN1 S3 S4 S5 S6 ST SS D1 D2 COVER SHEET FIRST FLOOR PLAN —� SECOND FLOOR PLAN Lu EXTERIOR ELEVATIONS > c� EXTERIOR ELEVATIONS 1 o ELECTRICAL PLAN ROOF PLAN FOUNDATION PLAN WP PA1.0 PA1.1 PA1.2 SH1.0 SH1.1 SH1.2 SH1.3 SH1.4 SH1.5 FIRST FRAMING PLAN SECOND ROOF FRAMING PLAN LINTEL PLAN AND DETAILS STRUCTURAL NOTES DETAILS DETAILS DETAILS DETAILS DETAILS - STAIR DETAILS - RETROFIT DETAILS SECTIONS & DETAILS SECTIONS & DETAILS WATERPROOFING DETAILS PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL ME -AN 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 rarror. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, rnateiials, 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. F N -., +r O N - ,Q c t R � C J -0 0— W 41 fill �� Gk �,. F L O ���*/�0l111111111` Cam% 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 W v E m a C O N :in N LL U 6 m 5�;"o 5u) #LL rL H rnr- r�- -J W a u Q JLL� waLU 0 .L -O� � C Y 0 p w m¢¢¢ 111 o a Z Co� rNi Z a- Ln O LL W 1 Z bU o- cn W El El ❑ W Z N � z z W W _ w J si N � L � n `Q) C9 U O m(/1 � r_ q � c� U 'o M L < �0 s 4o a M 10 Z Z a J E E O E U � wLL � p�® a Z o X Qa '0 c, U m wz N o ¢ w N � (D Cx m0 o ZLL Z J �ro ZN a g ZZ 5 0 a r W U 3 yy i N a 3CD r ? Ir ofKK oz a� 0 0 � CD N co � N 10— `J T� Y T CL m 0 � M N 0 -p O LO 1-- Q N ai cu r CV N N N o Z Z E N -o c d o U Q n � -J JOB NO : 22-02368 SCALE : AS NOTED SHEET NO. C S IT I J c a c oc 7 n1l iI OWNER BATHROOM MIRROR �1 t1 - -r o ,� ❑i o 00 M BATHROOM 2 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES ❑ Llw a MEDICINE CABINET TEMP 0 OBSC 1?li 00 9 F, ❑ 4 CV OWNER BATHROOM KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD 24" TOWEL BAR TOWEL BAR IN a ON WALL ABOVE TUB OR SHWR. ¢ TOILET TOWEL BAR -$+ A ON BATHROOM WALL SHWR ® O 600 �, VALVES _ TOILET 4 SOAP I� PAPER `D DISH U r HOLDER b MrT b O N TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS 80 rN SINGLE ROD VARIES PER FLR. PLAN TYPICAL HEADER HGT. I ;! U__ it KITCHEN 42" H UPPER CABINETS-----,,. 36" H UPPER CABINETS --- 16" FOR LINEN 30" H UPPER 2" FOR PANTRY CABINETS -� OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE pg FINISHED CABINETS - COUNTER TOP 30" H BASE CABINETS - iio U. 'N n a V-2" O 2x T M 60 FRAMING 4 1/2" GYP N �? BOARD-E-_____ I60 CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING P%zsl 1'-4"X1'-4" "L" SHAPE CMU COLUMN T-------------- LANAI T-0" 10'.4" V-8" FLAT CLG. A.F.F. 9'-8" c CO iio v AC PAD TYP. @ I I I I O 2-STORY S6 I I I E I 35 SH 6068 SGD HB I - cv �I ALT I I AC PAD it li - F T. &4" F-1 bT CLG. I TILE iv DINING !�- 8' 8CA " FLAT I © PETLG.- N 2_T - --- - - - { - T 8- U) F Bf II I 13,-pll N 2-STORY p ...-1i6'-6' . _. _'. a ! GREAT RM 8' 8LG. c I IL- Foofw ❑ CARPET II Y �II. ❑ M I I . .... Zi I KIT sl •Li --- II R 151-13" "T� I - .......... I i I IILE1 OR , { _- • L w i I -1 4'4" 2'-4" 81-4 - L III j i O 1/2 WALL (3) 2x4 #2 SPF OR RAILING STUDS W/ -'� I I- --`i i - I I I PLUMBING LINE TO SECOND u` to (3) N PER SPECS 16d NAILS AT •' FLOOR FLOOR G.T. j o - • 2 68 YY'' OPIEN j y l I I I 110, I 1 I I I I II 171 I I I I $' $ �L _• 1 1151161 M TO!ABY� 0 111 TIL O 2 # SP FLOOR G.T. F DGE OF SLAB ��� SHEAR WALL 2" - p _ R E .1 _�- BEYOND WALL W.H. S3 4'-5" 6'-4" T Q BUILDER TO PROVIDE S4 APPLIANCE PROTECTION • ILE HEN REQUIRED PER FBC G } - H1 • W/ USP LSTA 8 STRAPS - ---` O (CENTERED) EACH SIDE OF WALL TO FLOOR I I U) 3 I I _J TRUSS ABOVE @ 16" O.C. S6 I I ch w Z o cr GARAGE Y sP o " LU 8' 8" FLAT CLG. A.F.F. Y °° °° ' ' ENTRY w J _JN O I I 8'-8" FLAT CLG Z > LL - I I AFF - II------------------------ I I r------- A S3 I I I I I I I TYP. @ '- o --------- I FLOOR G.T. I SINGLE - - - - - - •STORY fl I 8"x16" CMU COLUMN j - I W/ 6"xl2" ABOVE I HB INTERGRATED INTO K 12"x12" CMU w/ (4) j WALL W/ (2) #5 TYP @ S4 j #5 VERTICAL I VERTICAL GARAGE I o ri _- - - - - - - - ------------------ 16070 OVERHEAD DOOR O '-0"L 4'-8" 11011'4' L 16-0" 0'4- OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 ❑D +28.3 / -37.0 ❑E +26.6 / -29.1 ❑F +26.6 / -33.5 G❑ SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18X25 S.H. 13 20X38J 18 X37 S.H. 14 20 X 501 181 X 50 S.H. 15 20X63 18X62 S.H. 16 20X72 18}X71 S.H. 11-12 271/4X26 26X25 S.H. 1 H3 27 1/4 X 38 26 x 37 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1 H6 271 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 361 X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 J X 63 36 2' X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 52 � X 37 J S.H. 34 54 X 50 52 � X 50 S.H. 35 54X63 522'X627 S.H. 36 54 X 72 52 J X 71 J 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 6 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FIRST FLOOR PLAN - ELEV-A 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. Is Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1.Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. I TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING SECOND LIVING 728 S.F. 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION I R-VALUE / TYPE 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) -O G ~' L X t. d (, 1� LO Q � r UJ Q M-+ n• C-4, ///���r/OI�E$°u1 p•,••FLOcv IdllNllllll To the best of the Engineer's knowledge, Informatfon and bellef, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N a n � � � n p N Lo N OD J Cal) ILL (OJIf lL a O C4 LL a Y $ LL LL a It O rn � Wrp W�O'Oi r0 003: m d ¢ a 2 LL Z a Z rn O O U -' W C z z Z n a V I N �4- - N C1 'U O N c � U 0 `_ S `c A O z• w� 5z L q W m y C Y Zz z C%� J a d o� s Z o W C1 w� %i; a yW TL CQQ�Qyz V ZI( UI 0 �O121 = Lo O N c� N .Y 0^ _ / m O CO04 N O N LO r Q N r ai m C N 04 w N o Z Z E N E 42) 0- U _J Q p JOB NO: 22-02368 SCALE : AS NOTED SHEET NO. 1 Is .4k A .'ITN CONT. HANDRAIL RETURN TO WALL DETAIL �A SCALE: N� 42" KNEE =I� WALL WITH �05- 1 x8 CAP & CASING A 1 x8 CAP & CASING 3 i 2 1 STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1 x8 CAP & CASING - USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 36" H. CONT. GRASPABLE _ RAILING o r M 10" ' 10 i 9 rn1� s / ,r ' 7 6 /5 2x FRAMED /%4 WALL �r 1x RISERS (TYP.) (3) 2x12 STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 15 i ' 14 13 12 y 11 STORAGE UNDER STAIRS TYP. STAIR SECTION SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMINC (2) 2x HDR. REQ'D @ ENC LANDING FOF STRINGERS 1 CONNECT TC SCALE: 1/2" = V-0" 16 1 x TREAD (TYP.) 2x FRAMED WALL PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES CY) 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 3/4" PLYWOOD DECKING LOOR SYSTEM 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS -� En c 1dnC REV 1171_1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 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 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS" 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)-13/4 " X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 (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 SEC SCALE: y4"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN 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 +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 2 X 37 S.H. 14 20 X 50 5 181 X 50 S.H. 15 20 X 63 18' X 62 z S.H. 16 20X72 18}X71 S.H. 1 H2 27 1/4 X 26 26 X 251 S.H. 1H3 271/4X38 26x371 S.H. 1 H4 27 X 50 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 1 H6 27 X 72 26 X 71 1/2 S.H. 22 37 X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 36 2 X 37 3/4 S.H. 24 37 J X 501 36 2 X 50 S.H. 25 37 4 X 63 361 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 S.H. 33 54X388 52JX37J S.H. 34 54 X 501 521 X 50 S.H. 35 54X63 52X62 S.H. 36 54 X 72 52 � 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 Y2 inch. A nosing projection not less than 3/4 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. ND FLOOR PLAN - ELEV-A r%n ro 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 SECOND LIVING 728 S.F. 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S. F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S. F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED N N L ii Ir Q_ N LID t t0 U Q C y lU V;tl 4 UJ '.N"', r' E �= , • G �`�b -.N •� Y �r0 1 gi O • ��l3 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 H E M8,o� n S CN u cr-1 0) 0 �i � 3i `L W �Mc� Gw. LL d �[ �LLLL waL Z LM's 1300 13 1: a N G W ern O .� W CoLa Z N MZ O V d�¢ i¢tDO U (0Z W _J 000 �^ z 7 a a-- .n N M U) Z m0 ^^,, �W U w U � TC• Q% O11 c X, U as < Y a C • N r C:,M rl ty 2i E z9 o� z ff �� Z s as =a 4oLL 0 .(a 0U �- o E K L`Q 0 �z Z O � N L qz wo ¢� wz aZ m 0 - ro c erg � 0 Z�� J a�, ON i GZ JU Wyw � C) i a� r Z o W � = N •2 O 12 0 � U N t0Cr N T f .2 �y • -W 41-1 CO-0 N C) N i i L r Q CN �'- M N N N Z Z E N c a U _J Q p JOB NO: 22-02368 SCALE: AS NOTED SHEET NO. 1.2 _I I I IJ—�C�� I I i RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS - - - - - - - - - - - - N o CJ / WEEP SCORED STUCCO - N� N 4" 12 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS HEEL HGT. HDR. EXTERIOR PLASTER ON FRAME `; so FLASHING 01 - — —— — — — — — — — — — — — — — — — — — — — — — — — — — ---- s`V D O FE-71 O co- 0 FE- E73 o? TEXTURED io CEMENTITIOUS. 7-1L-_I1.77�EL�[ FINISH ON CMU (TYP) J=F-_�l_�C��1L��1 — ___FINFLR FRONT ELEVATION - A SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 14.0 __-- 2ND FIN FLR `—TEXTURED CEMENTITIOUS FINIS H LEFT ELEVATION - A SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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 1-112" 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 � � O O M X a- R` a N T 7 C t � LD c ccs p >> C2r�-W NO OVV OFE 3S10 `Q �~ d�041)1ItIP0 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. a W = S E S oro car- O N N J G�a0 N LL # W d1 rn 04 r. LL CL a .Mv • °' Y a 13'* Z �LLLL 0 W� t c. 0 £moo OO rum- w W 01 (S 2 (3 1 ) a ZN IL IL Go ;; —J M Z QomQ' N 0 OU CSC y Z W ❑ ❑ ❑ (D z � z z U) t/1 z Q A U O ",. g V(14 ) c U N s CD C J M Z W ' U- Z s° ZZ1d1�� ) N =o EE O tuz ❑o UO (V� ~ U ` � U E N i s `S d M � ti O �LL Z 03 cq�Z w v FFII �a .2 C:) Oco �v � N co N f �. r Cr CL U) m CD CO co � N � N r Q a r ai N C`V N o Z C m E o :3 c a U Q O JOB NO: 22-02368 SCALE : AS NOTED SHEET NO. 2.1 c 12 —15.0 1­4' OFF RIDGE VENT - t TT a l T TTa T� T J_ J��T I I- 1__TC1 T �T T_ S hJ T i t 1 JT1 �., -------------------- ----- ---------- EXTERIOR 'e E 0 PLASTER ON CJ FRAME FLASHING 25-SH 25-SH 12 .-- ---- —--4.0r1� TEXTURED CEMENTITIOUS t` FINISH ON CMU (TYP) FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EL 2ND FIN I 1_ _ 35-SH A-1--------------------------- ----I ��SG� REAR ELEVATION — A SCALE: 1 /4" = V-0" V-0" RIDGE VENT 12 — J5.0 —--------- ------------------------ ---- ------------------------------- FLASHING 1H3-SH 24 SH 12 - 4.0[— CJ CJ CJ CJ/WEEP FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 ftlft 14 .0 ---------- --------------------------------------------------- M ----------------------------------------------------------------- R... I--------------------------- --------------- --- V----------------------------------------I— TEXTURED FINISH ON IOUS RIGHT ELEVATION — A CMU (TYP) 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. overing 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"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the 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 -v o N L X N C. LD a c 4 t N 0 K •.i4 /1 0 0 f1- y'J LL! `�� � ` •SSE • '�, v G�` N • _ U �O •��L F Q. �% F L OQ` .� 0 F 10 �` E S S \\\\�N\ If"1111111PIO To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F $ C _J N $�cdpc Q FAQ �u; a0 R 'AU. W pl � "a ��nc NNaNio GJ U_ 0W z Jrm- 0 t ;eO�� 0o W • : �y p m 0 J �C-7)rn Q < a = LL00W N ih Z IY 0 U � N = W O ��� cD V Z ih 2.i z U)Lf) zC1 vas 4.-J N 0 UU to c 11J i co Qco S� M J LL 00 Q a � V U9 Z ~ Nt8 U�U K U O0 d l c 4 xg �i C 8 >� Z N J g b E rfi Z 2 N C SSS� 0 o 5u az WT U ii LL � O Lo 0 rn T m 0 � N co Cr LL V) l— m � `.o 4-1 CV).0 N O Q N T ai E N N �i CNI c Z Z s N d C a 0 a o JOB NO: 22-02368 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 corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET I� 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--O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. +� TRACK LIGHT - FLUORESCENT LIGHT FIXTURE - EXHAUST FAN Q Q' EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) I{D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) a 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L J A 11 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN Gi� (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANELCENTER NEMA 1 . AMP/ 2o0 AMP METER 7 200 amp 150 amp 14 copper to lights & outlets 12 copper to 20 amp ckts 10-2 copper to W H 103 copper to Dryer or 4/0 SER Alu UNDERGROUND DisconneL#4GROUNDING POWER CO. FEED INTERSYSTEM Bare Cu Ground BONDING O WIRE TERMINATION PER WITH CODE APPROVI NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. Typical 150-200 Amp Electrical Riser Diagram REV.04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. U.C. OUTLET SWITCH FOR DISPOSAL DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN •--LANA]-- • /�> I I � I AC PAD I I DISC. WP GFI I WP GFFI �Q I 141 II ALT ll I l AC PAD 0 == =WP DINING BRKF-ST.� - -- ■� LIGHT AS PER OPT. D 5'-0" / SPECS — -- _ 5 • LIGHT AS PER i ■ SPECS PENDANT LIGHT PER GFI 1 SPECS GREAT RM IGFI IGFI 12 ■ ROUGH -IN U.C. OUTLET ` _ • FOR OPT. I0: FAN/LIGHT 6'I CD SWITCH FOR I FI1 I p ,. OPT. CLG. FAN/ DISPOSAL LIGHT PRE -WIRE I IGFI / \ / o / \ \ GFI / 2'4 C.M \ 3 I `\ - DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS Ily IjIGITc AIS D I I I I I I WI C11 A O E71-1 - I I I I III I I I j I I I I I' t l • FO T'E GFI @44" A.F.F. 1 W.H. w Z - \— I 1 • moo wo -1 -- I F- > -i ao GARAGE -' U DB WP LIGHT AS LL I I GFI \ PER SPECS w W GARAGE/ > W • I I 1 'O= GARAGE I I DOOR I I ENTRY GFI c) 0 ■ I I IRRIGATION GFI ■ @44"A.F.F. ■ I � I • I I I � I - I I I � I I � I •■------------------ - - - - -- •• -COA-CRzFGATS OR PREWIRE AS ` PER SPECS F- L--------------------------- I 3" RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER GFI @ 44" A.F.F- ,pl 3" VTR 1.5" VTR I III I� I I I I I I I � I � I I \ I III 3" VTR I � I PLUMBING-RISER- SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH P_UMBER ELECTRICAL PLAN - ELEV-A r O xi­46 N N 'L- X (� a. Lo L L t 7 CD C 1, O O -� 1,0 _ L > Q CV N 0 N N CV N 0 To the best of the Engineers knowledge, informal on and belief the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N! Q sp} E r O M 8 N C>C12i ` Cf O 'j in oo ve Co t` W M Q �r�rZ2 LL W a aj MTV , CL J W (L ,w V Z U S _ � o m c O co CZI c_p O UW �pjO' d a o a Z � MZ tYN O N O)6M W W ODD W Z 7v M z W Q v E3 v J z (D M (111M N WLU 0 w tU tm r— C:" CAD M u E a� cc �a go Zo E ry NC Y� o� Z a�`�'i 8 ° W _ $EE igFR �� JQ WIw (n v g a 5 - O 1) L O_ m V ra �' N V J ? Cfl n CO CO N O CD In T Q N T a N CV N N p Z Z C E N EE M IT U a L C7 JOB NO : 22-02368 SCALE : AS NOTED SHEET NO. 3 ZONE-2 ATTIC SPACE 60 SQ. FT. i i ) ATTIC VENTILATION CALCULATIONS - A UPPER VENTILATION PROVIDED ATTIC VENTILATION REQUIRED 1/300 Rule 1/150 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 of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed I ventilators Main Floor (Zone 1) 97 93 13 47 3 23 0.0 0.0 0.0 0.0 - 0.0 Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 (Zone 2) 0.0 0.0 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"=1'4' � � 0 C) r ce) N ... Ll X o L CL N -f` ►- F, N U .. C y u. V, y 4 J) Q T a- �o w NQ pF .� •: S� P rRr l To the best of the Engineer's knowledge, in nnation 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. r �o r as N 69 u� O 20 S# LL W 7- dif rn r. rZ W a i M y V a 44 JLL LL a 0 Z too 0° O �. � 0K 0 J N 2 co a a � ILW N �U 0 C� .3 S = ❑�❑ Z Z La n Q N 10 W V W 0 Ul �Ln (10 U Q z Q J E O o0 Z E E S oY F $� W o� __CD z vJ C C Y i W y� 6W g�a3 N 2 O w 4 ZI< O O 121) > Ln CC rn � N co r1 r T m CO N � M N Ln r Q N r N y a z Z E N d E w 0. 0 JOB NO: 22-02368 SCALE : AS NOTED SHEET NO. 4 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 -_--^� LLJ CONTROL JOINT DETAIL SCALE:3/4" 1'-0" :" #5 CONTINUOUS ',; ; _•" '�_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. L HORIZ. REBAR, TYP. U.N.O. :.: **Alternate: ' The reinf. bars shall be gym' cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 9 Ln 2'-0" x 2'-0" x 1'-0" W/ (3) #5's E.W. 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 T FOUNDATION PLAN - ELEV-A SCALE: Y4"=1'-0" �O > ti O ` N ©i L i< F. @ u 4 L Co 0 0 cC J) C . �Xit�i1111� tj -, .� C ,. FLp� . fA�r�:�O�ESS14��i i�. ��fl!/(i�tfT�M1N1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N $ W 8E Go Nft Q N 01 lL Y O Q 000o�i xu— a LL LL a O Z rmv 0 � �C r W O a ¢ W_ C�O4a < _ U� O Nm Z L QQNus-1 W El El ElW Z N Z LED L71 U)V) Z r� Ci o �Nu w v (Du') OWE C � �.. w e.. m U o 95 c � Y Q Q N o- l� C::,M Cl) J W go z E O N d •� ro g YgLL z�C 3 W U =c o �$ C C). O L u, 0m 0 � N T_o T CL CV(714 C) O LO T Q N r ai a CV o Z E N a a o s43 U _j Q O JOB NO : 22-02368 SCALE : AS NOTED SHEET NO. 5 ZZ K, i ) 2x BLOCKING J TYP. U.NO. @24"O.C. MIN. (2) STRAPS 2x BLOCKING 00 J U. FL9 (2 FL5 2 D2 / 1 q TYP. @ LOW ROOF 0 f� lz� 0 04 CJ4G CJ2G CJ2G 2 q,\\ 1z D2 CJ4G CJ4G 2A1 / � GL1 f © • 1' 1' 1' 1' 1�1 _ i�wi�i�i ii • ■� V II ti ■ s ari ��;r� a- - ABOVEOF WALL TO FLOOR I • _ i o •• LL 1 .,22 rr 0 I._ t�■III I I I I SIM. @ CONNECTIONS �I�I�I�l�Im q TYP. @ S3 SINGLE STORY TYP. e \ U.N.O. U co TYP. @ CORNERS 1 D2 J � TYP. U.NO. (2) A 1 S5 SIM. @ CONNECTIONS ENGINEERED CLADDING W NDROOFPRESSURES AND SUCTION16 ROOFIS GN FORM AN ROOFOMPONENTS HEIGHT 5 25 ftND ALLOWABLE RSHPER ASCE VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION II HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEED (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 1 -49.57 -49.57 -49.57 / GABLE -38.22 1 -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 I 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 1Q SHINGLE: %s" EXP. 1 (z4116) or 1-Y32" EXP. 1 (33/16) TILE: 1%2" EXP. 1 (3716) I r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" 5x� 0.113") NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1 /32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 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) 11 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 ROOF/WALL (2) 12d NAILS TO EACH VERTICAL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ r SIMPSON MTS12 w/ (14) 10d x r='r' 1 1/2" NAILS TO BLOCKING --s - BELOW @ 16" O.C. y= x:. 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"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY Q CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 1 1795 1 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 1 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 518" 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 2 112" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 "" 8 -10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 - 21 16d x 3-1/2" Q HUS28 1760/4095 "* 1720/3125 *" 30 - 16d x 3 1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F WFP2T1 0 SINKERSLUGT2 (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME 3100-M 4520-F 3100-M 3800-F w/ (32) 6D INKER & (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 1 12-10d x 1 1/2" HHCP2 680 570 1 (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 (8) 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 0.121 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. I IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR N2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER u SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: Ya"=1'-0" 'aN 4�' - L. O C. N -L 1 ca �l Q _ c� i$jj/z � v < .04 v NO . is To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 aa 59 r O E ro # oo �') U N C G LL C `' °ap�' a``w d) r.- i,, Jv -i W C 0 rN)v LLa52 Q u' 0 JLLLL a W 0 Z tm°i �o W m � rn W��QQ¢ o. Z z a y 0 IL Z N p C¢j cis _j 9) W oa❑ " M Z N ®, zC, z� Q a v1 z .8 LL Cn U Ow Le) c d w z CJ 0 tv, N s ti o w o z O �)Jy r O oo > alv _® (Q X 0 U W O z���� cm. CV °o �z in ^ C U$ yo >z z N J 3 a� 0� iZ O WQ� U � �w 10 _�< U 0 c O to to � N Cr W m O N O o V) T Q 04 T 6 C`14 N c ? E E N o � a. U � Q 0 JOB NO: 22-02368 SCALE : AS NOTED SHEET NO. 6.1 M U t --------------------I I I I I I I [I� I �G/rvo I ti 0 Vs 0 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 VIND SPEED (ULTIMATE) 14" MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (2446) Or 1%2' EXP. 1 (33�16) TILE: 1%2' EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.1.5 ") 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. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2* D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -1 /2" HTT5 5795 5/8" ANCH. 126 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "" 1005/915 "" 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 *" 20 - 16d x 3 1/2" HUS26 2035/3400 - (20)16d x 3-1/2" Q HUS28 1760/4095 "" 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" 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 w/ 12" EMBED w/ USP CIA-7000C EPDXY V 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 3100-M 3800-F w/SINKERS (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 112" SP 1 1 555 1 535 10 - 10d SPT22 735 8 -10d SP2 1 1010 1 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 112" HHCP2 1 680 570 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 (+/- IT) '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 (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (--). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (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 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER FX CONT LEDGER u SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - A SCALE: X"=1'-0" ^- O 2 N X CL N T 'D U. v - � 4 W .t J r- 0 0 0 W Cj U : FLQ�\b A fdjr�.'P0�SS1GN�'� r�'frr�rrrrr�ttc�i��``t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residen6al 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E r. Q O fM U N N " ik - V 4) Go a LL ui 0 � G °Q $ u , 0) 0nr-� w a a �C,40 LLLL L �0c r m$ 0 of 5 �'o d' O J W q, - C2 Z N M Z a �Q un ILZ ah = pV �_j 0)i W ❑ ❑ ❑ Z Q d U) 8 W U � O LLJ 8 0 Lv N c Q —Q O M ZZ w J LE E 0 S � a ±? O E: V ° �'� go oa `� O Z FM g E °�� �° � �I N ro d c 8 � w o '0 CY ^ C a O4 z J m i N o Ln } N LL Z O �a yo _� °CD = � CC O N � i N co � T T a co co O CO 04 N L0 T Q 04 ui M w 04 N N 04 o Z z E N E C a v a o JOB NO: 22-02368 SCALE : AS NOTED SHEET NO. 6.2 7 i GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with 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 a e vertical load Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS Is KV7A KWM WMA ILIMA lug awm 8F44 1B/1T8F401B/1T 8RF400B/1T 81`321B/1T FORM dt GROUT SOLID N J 0 /5 BAR CONT. 8F 12-1 B/1 T 0 V LINTEL DETAIL SCALE = N.T.S. =E1 Ell IOWN TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @BOTTOM OF LINTEL CAVITY s 8 F 16- B/ 1 T a 2 z tNOMINAL, QUANTITY OF #5 REBAR AT WIDTH TOP NOMINAL- ° HEIGHT MATERIALS c�lfntels = 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. EBARALTERNATE POWERS MIN. (1) REQ'D G ° CLEAR STEEL LINTEL a G °C.M.U. #5 REBAR AT TOP ° • ° MIN. (1) REQ'D 1-1/2" CLEAR 36 a GROUT I e J H ° r 7J � tr LD C.MA 5 REBAR AT = va w BOTTOM OF h- rn ? u, V) LINTEL CAVITY rn OTTOM REINFORCING PROVIDED IN LINTEL &Ir U g 3 ¢ 0 u o w p AS INDICAAT E TED /8"ACTUAL NINAL WIDTH (VARIES) y o LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/detalls for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementibuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL O 4'-6" LL O 9'-0" LL O 8'-8" LL O MIN. 17'-4" LL 'LL O 3'-8" LL LINTEL PLAN - ELEV-A SCALE: Y4"=l'-O" V C7 p CJ N _U X mot- ci� a. N � •,t � Vr t-:. M Q t.• 1J � _ y 4- d" j t � s, J T C a OFE'SSIO11�``\��� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fW E a o 8 �oro'A N # LL 04 °1 C J WLL Lu M �Mv� LLa- Q mLLU. o rn = r � Ot- W 'Ma ° a LL �:04 fV M Z U z O U N ❑❑❑ W 0 2 V z Z � da J c� ln Z .0 E �� cn OLLJ ~ E 8. _ U 93 Q � 0 soe M a w E O Wti a 1 �e Q � _ a5 R U ��o 0:t•� waij � Z o f N N i _ adS ¢o Z ttw J Cn ms z ;2 as Sm O �Z U W) U LL <�- �� aLL 0 �O = >LO M � N CID Cr W m F- n CM N O N LO T 04 T ai z C`I N N c M E E o � � p JOB NO: 22-02368 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' RESPONSIBILITY TO VERIFY THE TYPE F WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE AC -C AC -D CBA-A 0 00 Q Q , 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. THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING ESE COMP S E E 0 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 Ys INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. 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 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL OF100 A PLED C DO 0 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. 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-1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" y„ 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 CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7l8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: d=0.131" 10d= .14 ", 12d=0.14 ", 16d=0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 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 A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", 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 1'4' 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 518" 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 mint II occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 C ncrete overpo and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exteni r vertiI chemipal barrier,must be install, after construction Is complete, incoludingdlandscaping and irrigation, Any soi isturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment, 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. (D ce) C-4' L >G C: a co U W JD a U ) '5 u ,� LU CN ' N0.5 F FLO`� . "��'• w !/Il11lIIk0 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. 9) S E P a o 5 04 N C C J � LL a N0 LL a d,�, LLLL m caN°' 0 0 Jw C0 Ja ¢ W�rnQLL NMZ�Lo0 W ❑❑❑ W 0 V ti z a (n V) z .9 �4­1 IL- </1 0 w $ w � L um U � 0 O " w M z Q E sg oLL 40 40 8 -� 0. E k� �gSO R O oa on gg Z d t a mo � C =� z J `� w I �m -0oa j WO O > Lo O O7 m � 0 N Co d. N T :3Cr T �••� a. VJ m CD �+ I\ M N 04 C:) N LO T Q N T ii N N y N a Z Z c E OR E «? �a c a U 0 Q 6 .4) JOB NO: 22-02368 SCALE : AS NOTED SHEET NO. SN M W i a 0 on N 0 g av C a G 9 c LZ 0 0 UI 19 2 i a i I 4. J t.. 0 M 19 16 Cl M U W �i FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT w/(22)10d w NAILS TYP. GIRDER TRUSS STD. 90° CONT. #5 BAR CONT. #5 HOOK 2X TOP PLATE BAR - 5/81:-=:"• THRU BOLT FROM FOUNDATION u L TO HIGHEST BOND BEAM 2 X B.U.0 BOND BEAM STEP SCALE: N.T.S. SIMPSON MGT w/(22)10d ° NAILS TYP. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO BEARING COLUMN' 1 i �CONT. BASE PLATE TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS SEE PLAN FORREQ'D ! y':=:: =. SH AT0INGP FLOOR BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW ..�� NOTE: FORBLOCKING/TJI UPLIFT VALUE - """'• IS BASED ON —MASONRY WALL OR -',-�l1 INTERIOR BRG. WALL / TJI PER PLAN o l S.P.F. OTHERWISE SOLID BLOCKING TO MATCH ` # OF 2nd FLOOR Solid block all posts from LOCATION OF above to bearing below. STUDS SECOND H10A SECTION INT. BRG. WALL (Q� :`"a =`.� (WHEN SIMPSON H11 ' DOUBLE JOIST CONSTRUCTION `- `�`;�:-;;:: w/ (18)10d x 1 1/2" REQUIRED) 1 (Not required if both loaded equally from above) N.T.S. NAILS ` Filler blocking 1/8" min. } Small gap 2" min. UPLIFT =1015# 2" max. max . x. 1/8"gap Web stiffener Fastener schedule aring. ocation TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A Joist BeL �_ Series Depth End Intermediate INSTALLATION _'j j Bcl 5000s® 8" 2-8d- 3.8d INSTALLATION 14 2-8d -8d Clinch nails � i 9-1/2" 12-8d 2-8d when ✓ BCI 6000s® 11-7/8" 1 2-8_ d 3-8d possible �' O 14" 2-8d _ 5-8d ! 4" MIN. EMBEDMENT BCI 6500s SEE SCHEDULE FOR 1) Support back of web during nailing to prevent damage to 11 �/8 22 gd g-gd o SIZE AND QUANTITY - web -flange connection. -- BCI 60s® 14 2-88- d 5 8d OF FASTENERS o 2) Block solid between joists for full length of span. Tight fit -- 16" 2-8d 6-8d 1 �� 3-16d 3) Leave 1/8 gap between top of filler blocking and bottom of top flange. 11 7/ " 3-16d 2x4/PI ood/OSB web stiffener 2" min. ® 1_ ° " •' 4 Place joists together and nail from each side with 2 rows of 10d nails required when indicated or �16" 6-16d 6-16d ° 1bUAX1-1\1 LUNU (d/4 -1 UKUVVN) ,I�- p 99 pig L l 16GAx1-1 /2" LONG 3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., clinched when possible. Stagger rows from opposite - gnailing.4" max. B s STAPLES @ 6" O.C. VERT BETWEEN I ( Hangers with side STUDS (NOTED THUS:-) -OFFSET I I I I I I CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER O.C. VERT INTO STUDS top flange of joist. STAPLES BETWEEN STUDS AS SHOWN - Birdsmouth cuts. N.T.S. ° (NOTED THUS:-) DOUBLE JOIST CONNECTION - Under 2ndfloor column w/loads ° o N.T.S. higher than 15001b. i METAL LATH ATTACHMENT DETAIL BLOCKING PANEL, INTERIOR TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall REV. 09.24.21 SCALE: 3/4" = 1'-0" g Plumbing *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* BEARING Use 3" (10d) nails at 6" O.C. Required on interior walls: - for vertical load transfer g / HTS INSTALLATION =� Load bearing walls when load bearing - for lateral support when joists META12 TSS INSTALLATION **ONLY APPLIES TO LENNAR TPA/JAX** Vertical load transfer =1900 plf max along load bearing wall. meet over wall, or wall stacks directly over wall or Load bearing wall must stack ,; ', Ir '..-1 beam below Load bearing wall must stack over *Non -stacking walls over squash=20 blocks and blocking and wall or beam below.* - - -" require additional wall or beam below.* e\ Joist consideration. Check ' ) When joists meet over wall, provide local building 1/16F '= I -Joist can be offset " i 1 3/4" minimum bearing for each. PLUMBING LINE code for appropriate J -- up to 3" to avoid details in One 10d box ik areas=20 of high or=20 sinkePVC OR SCH40 SLEEVE r f L vertical plumbing TOP (2) #5's x 4 -0" lateral load. nail each side 1 I 3" max CENTERED @PIPE „ A/C CHASE 4" PVC PENETRATION TANK -LESS W/H at bearing. f..C,_ -1-,'� JOISTS OFFSET SLEEVE THRU STEM 11 �... N.T.S. WALL d 4 o ° • — e Provide adequate bearing -III- - 'd- Use 10dx3" nails at 6"o.c. for all joist °• n ''"' '�' ° ° for each lapped joist. -. -''- - --- _ --LL-� CORNER OF blocking panel *Non -stacking walls _ _ _ -�I= • = HOME H C G Squash block 10d nails require additional consideration. - 00 FINI GRADE (2x4 minimum) � r Tr GARAGE SIDE 0 0 o SECTION INT. BRIG. WALL _ _ �- � •• 5'-O,r o Bearing wall, Versa -Lam LVL or N.T.S. STUB -OUT FOR 11-001 o o ' Glulam Beam O o to GAS METER q - - I SEE FND. PLN. $ NO HOLES EXCEPT 12" wide min. MINIMUM SPACING = 2x GREATEST - �- ( ) _ _ _ - - _ - _ - _ _ _ _ - _ - _ - - - KNOCKOUTS - -- -- ----------- N ) ALLOWED Nail with 10-10d nails. DIMENSION OF LARGEST HOLE ' Backer block IN BEARING ZONES D (KNOCKOUT EXEMPTS) T '. ,,' ,...\ .,Install tight to top flange. SLEEVE THRU STEM - 12"BELOW (see table below) D T PIPE VERTICAL THRU FND. • MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) GRADE � „- i i �. K �, SEE PLAN FOR •. • ...; . • • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch Joist hanger < a , °.. • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges 1 �L FOUNDATION INFO STEM FOUNDATION ,.. � is -, TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE GAS CONNECTION DETAIL �1 ;- Y j GRADE REINF. SEE PLAN CENTERED @PIPE ** ** : <` A 1Y2' ROUND HOLE MAY " .� DO NOT CUT HOLES I Filler block. PLUMBING LINE ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY BE CUT ANYWHERE IN 6 6 Nail with PENETRATION CANTILEVER LARGER THAN 1Yz' ;_ \ IL THE WEB. PROVIDE AT ROUND IN ] 10-10d nails. ° LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top n ' ° aA ° FROM OTHER HOLES mount hanger load exceeds 250 lbs. MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" Install fight to top flange. ° e 8 I -U' V-1" 1' Z' 1 _2.. 1'-3' 1-3' 1'-7"' T-11" 2-0" --9" 3' 2' 3' T' - 1/4"-2„ gap �I_ q to ? • a . • 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. 1 V-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 1514" (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 5000s 1.8/1.7 3/4" orp 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 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x - lumber Double 2 x - lumber Arty. 16" joist -- - 12 T-0" 1--1" 1' 2' 1-2" 1'-3' T-9' 2-4" 2'-11" 3- 4' 2" 16 1'•-0" 1'4' 1' Z' 12 1 T' 7-6' 3-2' 3-101, 4-9' S-T, �; T 2. SEE FND. PLN. 20 T-a' V-1" 1' 2" 1-2" 2'-0" 3-a' 4-a' 4'-10" 6-11" 6'-11" T-11" 8'-11" (2) #5 REBAR SIZE & REINF. - - - - - - ---- � Backer Block ��� A/C CHASE 4" PVC 24 1'-0P' 1'-1" 1' 2' i'-3" 7�' 3' T' 4-9" 5-10" T 2' 8'-0 9r-6' 10 -9 "Top Mount" Backer block shall be tight Backer block sha be tight SLEEVE THRU FOOTING NOTES: MONO FOUNDATION PIPE PERPENDICULAR TO FND. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS Web stiffner as TOP THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required if hanger CENTERREDD @PIPE x 4'-0" PVC OR SCH40 SLEEVE A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet PENETRATIONFl- 5.PLUMBING LINE THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height TYP. FND. PENETRATIONS MEMBER CONDITIONS. = requirements 4 ° ° — °a a 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF SCALE: N.T.S. - - a _ °° 0.6 X Joist 4 v THE LARGEST HOLE. de th _ ° o ° ° I - 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. i° iL p 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. �_ �/� ,�� -'y ' a 4--�-- • - rr 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. I -JOISTS BUCKETS SEE FND. PLN. HOLE CUTTING CHART N.T.S. SIZE &REINF. N.T.S. N � X L. c�• r1. � : d � y � tz LD < t= = 4- G ry W L - 4. U C-O •a� OF �, �, *• L ? ••"� i F O � q ••'• •......••'• 4+ To the best of the Engineers knowledge, information and belief, the structural plans and spedflcations 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 S H £ c,Nr` C-,8 C uLL a 0 Z-����pppOvqqy�7 �oLu Cr a a d ILW°'°i d Z Nz IYy O = o�5 1S W M � V Z NNQ M Z �S z a a 13 - N zCz �4-J LL C_ fp W U � O c N ra w _ I _ :E Q Y 8 41 o �w N J E i p 3 �° rco O wo 50o U Z Q E �4 $ g� C �o zCnCZ !J7 J m g 0 W a� �� U �W J g CID Wa$ > LO 0 ' � O N co Cr CO CNII N O 0) N LO M T M N y ° Z z ° E N E v W C c JOB NO: 22-02368 SCALE : AS NOTED SHEET NO. SN 1 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10-4- (R302.11) -- - - -- - - -- - — - SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 7*016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) FOR REQUIREMENTS E E INDICATED ON THE PLAN. ATTACH ALT: 1/2"x12" TITEN HD 24" REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF _ _ _ ( @ APPLICABLE. - SIHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4 O.C. BOUNDARIES, 6 O.C. NSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN PRE ENGINEERED WOOD 3/8" MORTAR BETWEEN °� @ @ 24 O.C,) TRUSS 24" O.C. U.N.O. „ EDGES, AND @ 12" O.C. @FIELD „ @ 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24' O/C & ,� SLAB & BLOCK SIMILAR AT FOUNDATION ONLY HURRICANE ANCHOR EACH @ 6" MAX FROM END OF 2 x PLATE - - - - --- - „„ „ IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS IL ROOF FLASHING AND ROOF FLASHING @ _ = 5/8 x 10 J BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED,) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r 2" 016" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `, ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE w/ R903.2, FLORIDA BUILDING CODE __ 0 5/8"x10' WE 7TH EDITION 2020 RESIDENTIAL MOISTURE BARRIER � o � ° O.C. R DGE ANCHOR INCLUDE THE WALL ( ) � � A.F.F. @24"0C 2„ x6W1.4xW1.4 ATTACHMENTS 2" 6x6W1.4xW1.4 CHMEN S SHINGLE ROOF, SHINGLES TO a .� o = - C7 ') WWF OR FIBERMESH WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM_ 0° I I `� ELEV-0'-31/2" z 31/2"MIN. 31/2" MIN. D7158-CLASS G or H, or ASTM I T II — ;0L_j=1 (T D3161-CLASS F, IN — I' 2x4 CONT. AF.F. p 12 ACCORDANCE w/ TABLE I I o ° ° 1/2"(min- 4" n T 1/2"(min)- 4"(NP') VARIES R905.2.6.1, FLORIDA BUILDING — _ I `� _ — GARAGE DEPTH VARIES 31/2"(min. - 4" a 31/2"(min.) - 4CODE 7TH EDITION (2020) 8" t I I I I I I ' _ RESIDENTIAL 7N;79' ROOF SHEATHING -SEE - �LIN L I N LE (2) #5 C„ (2) #5 CONT. 4 ILA g su 0 SCHEDULE TYPICAL INTERIOR BEARINGK"B� 4 1-4 $ FRAMING SHEET FORU.N.O. MIN.U.N.O. • SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP TYPICAL BEARING WALL STEP SHEARWALLK*�C� TYPICAL BEARING WALL a@ STEPrcC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTHCEILINGEDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA coNcoP�`� GYP. TYPE X @ GARAGE 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs ��Eo W/A HABITABLE ROOM 12 N.O. ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" 0/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coN 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M,U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10-4- (R302.11) CHART ON FLOOR FILLED SOLID W/GROUT 1 "x P.T. STUD INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR PLAN #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 10-4- (R302.11) 1x2 P.T. HORIZONTAL SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE $" C.M.U. TYPICAL CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) NAILER G/S3 FOR ANCHOR ,,, „ „ „ „ "" METAL LATH. FIRST 2 LAYERS 3/8 THICK EACH. SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16" 10d NAILS STD. 90-HOOK (SEE DETAIL BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT 24 " „ 24' O.C. VERT. OR @ TYPE S MORTAR (IF NO UP LIFT ON @ 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD O.C. , I EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) 2X PT PLATE #5 REINFORCING BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 SPACED EVENLY FIBERMESH BAR uq, END OF 2" x PLATE WWF OR FIBERMESH N E ARCHITECTURAL w/ (10)10d NAILS iv 2x P.T. PLATE WEEP SCREED INSTALLED o v FINISH TYP. CE PER MFR INSTRUCTIONS 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED E #3 OR #4 REINFORCING BAR v t+ e ! t = a n , > GRADE 40 MIN. Fy= 40I i zi e GRADE ` ° = z #3 & #4 LAP SPLICE rn 1/2 GYPSUM WALLBOARD �- D FINISH GRADE O0 2 [GRADE 60 MIN. Fy= 60ksi] U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL z �•, > >, 25" MIN. LAP [30" MIN. LAP] :5 W ° Tr CELLS(SEE FOOTING MONO SHOWN FOUNDATION PLAN FOR CLARITY oO 6 MIL VAPOR BARRIER ;. ° 0O (n _ FOR LOCATIONS) - � III N z #5 REINFORCING BAR R 1 7/8 — 1x4 P.T. BASE NAILER „ 4'x4 INSPECTION i l i'NOTE:I � � � i� I � I�, i g � � � � — — � T � #5 LAP SPLICE (2) #5 CONT. , „ r Ii �i 7 - - iv _ p ° — 111 II 36"MIN. LAP [36"MIN. LAP] ON 3"CHAIRS „ „ „ 31/4 BASEBOARD PORT AT EACH *FOR BEARING WALL COMP. SOIL. (COMPACTED TO g 1-4 g FILLED CELL TYPICAL W/ UPLIFT ONLY 95%MODIFIED PROCTOR ASTM _ —3 W—T .� 10" (TYP') MIN. 2500 PSI CONC. SLAB �.� AT GARAGE CONTRACTOR D1557) MIN PSI MAY VARY PER TO CUT BLOCK OR POUR 4" 1'-4° #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. - - _ #6 LAP SPLICE CURB DUE TO SLOPE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ 6X6 d NOTE:EXTENDF FRAME ALTO C.M.U. W CONNECTION rE REBAR DETAILSW1.4XW1.4wwFOR AME W L ALL C D TYPICAL EXTERIOR FRAME WALL FOOTINGWALL w/ UPLIFT DECO FINISH 4" to 6 G "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4,70" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" .0 SLAB INFORMATION. SLAB INFORMATION. S3 w , , i' r, • a Z_ �M � — — ° I A � 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIE 6 x 6 W1.4 x W1.4 ° 'Q 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w! (3)SEE WWF OR FIBERMESH 6 MIL VAPOR o — = Z min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUOSS LAN S.G.D. (U.N.O.) BARRIER c .f p . 1 = a a o GRADE SEE PLAN FOR T 24" O.C. MAX. a CONNECTION INFO 4 & LAYOUT DESIGN o a COMP. SOIL. ° °O ! TOP OF BEAM COMPACTED TO 95% — EEO.a I I I I I —I a +' " a r ( Lii _ (1) #5 REBAR w/ OPT, SEE ROOF PLAN c_ a ' A MODIFIED PROCTOR — — — _ S EEN ENCLOSURE - — ' IL`� (2) HTS20 FOR STRUCTURAL � E _ M '� ASTM D1557) " - I- I BEAM SIZE & 3" MIN. CLR. I I a a CONNECTION INFO M - 8 (2) #5 REBAR CONT. 4" . ON 3" CHAIRS TYP. V-4" (1 STORY) STD. IL HOOK (SEE MIN. MPT 2x4 #2 SYP P.T. FRAMING w/ U.N.O. 4° 1'-8" (2 STORY) DETAIL) 7,s PLATE MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 7 g TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L o.s.s. FOR REINF. INFO. z ATTACHED PER NAILING SCALE: 3/4" = V-0" S3 SCALE: 3/4"=1'-0° S3 SCHEDULE OPTION # 1/2" GYP. BD.0 ¢ SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q > P.T. 2x > � SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. g w COLUMN SIZE AND BASE 1/2" FROM SLAB Ei U.1 CONNECTION INFO. SLAB STEP 8t RECESS S.G.D. M OPT: DEPRESS SLAB 5 Yz 0'-0" J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND BLOCK WALL BEYOND BLOCK WALL BEYOND a INTERIOR @ " DOOR TO RECEIVE 2X STUDS 24 O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT A. , -3 1/2" SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND CONCRETE SLAB 14" 13' COLUMN TO PORCH GARAGE ATTACHMENTS & 18/D1 L AT 8" O.C. PAVERS O.H.D. RECESS � z O.H.D. RECESS •� d. PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- CONCRETE NAILS W 1 1/2 ATTACHMENTS EXTEND FILL CELLS =' `n EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD • . • :: •` .. STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' + r �'' '' — PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN M c °o GRADE :.: • ;a I ry.' ° — I I MIN SHEAR 1 #MIN CONT. BEAD SEALANT � w/ MIN. 2 #5 VERTICALS = z 4" oo •• TENSION 120# CONCRETE SLAB E FILLED SOLID (SEE PLAN FOR 4„ = 6 x 6 W1.4 x W1.4 N g w SIZE AND REINFORCEMENT) Cs • " +;. ' I — •. _ �_ m WWF OR FIBERMESH M LU w o � •y °Q E = A* O W fn Ui = • • • • Z BRICK PAVERS or SLAB PER pLL —litrl U ch MM CO UNITY SPECS SEE AIS3 OR J/S6 SEE AIS3 OR JlS6 — — — — 0 -0 FIN. FLR. I I I � l M BARRIER ER 6 MIL OR �— I I, � I I � � I I, '� I I I, i FOOTING � FOR REINF, INFO. 3" MIN, CLEARANCE FOR REINF. INFO. ( 3'IMIN, CLEARANCE I Tf� BEYOND PAD (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) •.M SEE FOUNDATION (SEE SCHEDULE) ENT FOOTING 3" MIN. CLEARANCE 1' 8" (2 STOR) V-8„ (2 ST RY) 4" 4" v CONC.PADINFO. TICH WIDTH =Z4 SEE SCHEDULE GARAGE DOOR SLAB RECESS �,� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. SS SCALE: 3/4"=1'-0" S3 SCALE:9„"-,'-0" S3 SCALE: N.T.S. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. kc� o oU �+ "' a. 'C' N ' 0 z 4 Q Y ( C-U_, w r 'Y �O 41:� o•�'•• f'L0�•' OFESSIQ�IP�, t1ti 1\��� mill itkt%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 - Resldentiel 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 2 H E - - �$ � C, LoA Lt. a JLL b :; M o Z .0 M o O :5•gC C W O ��rnrn co C W a oo Z N M Z a:D) O uL OU c��N = W �70 z z o < v J d Nl m CDN U LL, O � sJift N rti d �L*1 =, 8 U � Y 0r- N � � w M _j ce o. E E O wg �° Z >� ao r`° a� %g w¢ ° Z O a rp CY o O� 2 z J � ab sN � = o aU Wa. U o o O co �g �Iw o al °k �O 0 = > LO O f0 � 0 N I1 ) Uu V o (a/ 0 � .� (V T O LO Q N T CC N in N Z Z M E E.. U a _j Q O JOB NO: 22-02368 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 w M n i B 0 J R av 0 3 a S H S3 0 M E 0 N a N N as (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN EXTENSION FROM 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM PLATE 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 VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD Lit 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 GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" TO DRAIN ICEDOOR OPENING ---- DOOR OPENING in `---❑ ❑ ❑ EXTERIOR WALL WALL CLEAN -OUT rA ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 �lii!�Il�ili�l�l�■IL�!��I�■ r ..... - •- M ill 1�1� Oro f�l ICI_ II� III NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0- IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 96 3/8" 1 71" 1 41" 10" 6 3/4" - 31/2" WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J T W r- 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN 1 IN POSITION GARAGE ENTRY FORM DETAIL r 2x6 MOUNTING BASE �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. a , SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK 8 a BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFFp ��w �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.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING - VERTICAL JAM 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET vvvrrr�nvn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCKrK 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 V-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) 1 (3) (2) (2) (1) LSTA30 T -16' (3) (4) 1 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE I U BE BEN I OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 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. p0 SIMPSON HTT4 TYP. Op OA U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 3E 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 SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 FB'LOCKING2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EACH END/ FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) LU 0 O/C FIELD � N 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" 24" NAILS AT EA. TRUSS VERTICAL WEB O.C.STUD O.MAX. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT , PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. MOISTURE BARRIER UPLIFT CONNECTOR SEE AIS3 FOR PLATE TO CONCRETE REINF. INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' AB., SPLICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ (4 16d TOENAILS TO 7bP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL 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 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Si FOR ADDITIONAL DETAILS LINTEL INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC LINTELS SP4 SP4 SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 1(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. t & NUT ROOF TRUSS ABOVE r- 2X BLOCKING � I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING NF ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRYo • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8710" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY K�R� SCALE: N.T.S. �a S O cam-+ 7 CO C-4 Q- t� r, Q rr r .-- .�f G; >r r LD ` ._ 1. ' W RO v,1 P'..... ,tip• �,.. •6 U .• ,O �� _ OC �� o '•.,•FLOP; '�� •, S S 10 11 To the best of the Engineers knawledge, 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 H g� m�m� 8 N N 19 J V « 2 L.- C .5 in aQ ;* d Lo 0 rNiv j2a_. LL U. rn 11 C _Z t o �NtD Q' 0 W 0°n�d rnGo z W Q "f. N MZ O U0 O U U WusZ ❑�❑ 12 z z co Q� - N N Z fQ LL, M U a —2 O 8 ift— N c 1 ^ N v ' ®_ 10 1 U 0 0~ • Q Q Y N D1 Z M J "- io � E o a° �o ' ° U W Z of MI g8 Z ,w ` (/> � a) W. p Y o g LL J W LL aLL �W S as w� O _ I5 0 M 0 C: _ dLai > L() C n c� ( N q^ Cr � T' Li h o (ice m � 4-0 O CO CO .0 N � N r Q r E c� N Z E N E a U Q p JOB NO: 22-02368 SCALE : AS NOTED SHEET NO. S4 3 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. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL ' 45°± 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 -0O/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°k OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD 7HE ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM T OSB SHEATHING ATTACHED OS 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2x4LEDGER LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND fa NAILING SCHEDULE FOR SHEATHING �- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2)10d EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4'7 ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED q 2x4 "T" ON TOP OF PANEL (2)16d NAILS INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 8 O.C. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM SIMPSON HGAIOKT w/ 4 1/4"x1 1/2" SDS SCREWS TO J @ 48" O.C. I I I I BLOCKING FASTEN WITH () SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. M IST RRIER 10dx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM 0 URE BA O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ iO 1 1 1/ (2)16d NAILS WOOD TRUSSES 2"x4"CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ ) BOTT. CHORD FOR 4 10d (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) N EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATIO NON - LOAD BEARING LOCATIONrDBOU CMOSAMEINUMBER OF ROWS, SAME SPACINGLS. (ONE INTO EACH OUTSIDE ) OF ) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5, IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT ,,.,.. , ,..�. ,,....., ...,.. 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT TOENAIL w/ -2X4 #2 SYP BLK'G @ 16" O.C. (2)16d NAILS (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES 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 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 7' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE 'IT" BRACE 7 SCALE: N.T.S. SCJ SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 T" 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. EPqES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR 2x4 7' ON TOP OF PANEL-/ BLOCKING, FASTEN WITH I 2x4 BLOCKING W/ ' `.T 1063" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT `-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) ,i� FI 11 •_ RA w/ x ' AT = • EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT 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) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. 0 LK 0 a_ 2 9C� CORNERJACK Y Q w z Cr 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll I I � 1■ 1 151111111111111111 NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rT� AS PER BCSI SCALE: N.T.S. SCISSOR TRUSS SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION t" N C O 0 1 c Q. CIA C C A- cri <L z, L_ ;0 0)^ i IJ .-0�� > � • •' /yam •• � S � .. _ 4 ry 26 •�? ul • �• -- -. FLOP` 0 SS1014Po,,.,� ��/��rrrrrIII NNN 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 Englnee rs signature and seal. a W E Ico g 8J O N d C LL 9 M IVLL a Q N C140 ��LL a�0 0 rn MNo °00ot ; _a NM Z x N O LL V¢_jZ y ❑0O WID � z z� z � � a U) �N z LL a N (aW V 2 Ouj LN c = rn �Nrn W m L U c Q Y 6. � 0 N w z M g z §� LJL � E E i� �O Q l� w� 0 os oa so °a E�� or z, jz itao rfl �Zz o zCO� � v �o aw J $p sZ 8 Z W w w N Vim' w zl°dTv -o 3 O C C) i Lo O rn m Lco C� N V U) a m CD •1•-j O M N N ul r Q cV r ai E r N c� E N o Z Z = cn E C a 0 _j a o °i JOB NO: 22-02368 SCALE : AS NOTED SHEET NO. S5 3 s w co 0 v 0 J NO C" C 3 .Q E i `a c .s 0 i i I Y i 0 J LZ N N� s N N CV Cn VI SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2x STUDS @ 16" O.C. STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2"x BOT. PLATE W/ ATTACHED WALL SHEATHING " CONTINUOUS TO BOTTOM RIBBON B BE O TOP PLATE WALL SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, (2)10d @ 6 O.C. BEYOND ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE W/ 8d @ 4" O.C., 2 ROWS STAGGERED — — NOTE: EXTEND SHEATHING TO 15/32" OSB- 2nd FLOOR WALL BOTTOM OF BEAM OR GIRDER EXPOSURE 1 x II SHEATHING 2"x BOT. PLATE W/ (2) -1od @ s" O.C. 2X4 RIBBONS, EACH W/ 4-16d PROVIDE x II II NAILS INTO EA. FLOOR TRUSS BLOCKING AS BEAMIGIRDER REQUIRED PER F w O SECTION X-X-X IF II D II WEEP SCREED z Lu NOT FULL INSTALLED PER. MANUF. o HEIGHT SHEET- II II • 0c J � SIMPSON HETA20 w/ (8)10dx1 1/2" II II NAILS AT EA. TRUSS w/ MIN. 4" Ll PRE-ENGINEERED EMBEDMENT IN KO BLOCK — — — TR / OIST FLOOR TRUSSES I I G FLOOR SYST —' M �T — —II 1132" OSB I I T-7 EXPOSURE 1 F F SHEATHING II II II I x Lu SOLID 2x O III III II II II I ALL BLOCKINGSHEATHING EDGES (SEE III OPENING SECTION-X III III x II II �w x E W I III III II II I I 2x STUDS � BEYOND. cn SEE PLAN III I I I II I III II II I I 0 o II 1 L � II ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM W SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END O JOINTS 10 ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu PENETRATE SURFACE MORE THANYs". NAIL AT BASE 2 ROWS @ 4" O.C. w/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL _ © NAIL. OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 ¢ OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. w ai E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w w/ 8d COMMON NAIL 0 w LL F- 0 0 O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F 8 in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 W 'Q Cc O EACH TRUSS END OR (� VERTICAL ry w 2 w0 MEMBERIFF GABLE END U LL NOTE: NAILS FOR WALL SHEATHING MUST BE MIN 131" X 21/2" FLOOR USS J I I sd 41 2x4 P.T. BASE . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE " 1 A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". 2x RIBBON OR VERTICAL SEE PLAN �! BETWEEN F OOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 2ND FLOOR FRAME CONNECTION A FLOOR CONNECTION g 3/8" "S" =NAIL 3/8" SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 SPACING FOR ADDITIONAL INFORMATION. S 3/41/2" S 1/2" 7� r S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" B.U.C. LOCATIONS SHALL C MIN 2x4" SPF TURNED VERTICAL w/ 7/16" FOR UNDERLAYMENT NAILS TO STUD & (8)10d x 1 1/2" TO BAND FLITCH PLATE TOw/(2) 12d PROVIDE CONTINUOUS TOENAILS EA. END. NAIL FLITCH STUD ROOF FLASHING AND ROOF FLASHING COMPONENTS REQUIREMENTS SEE R905.1.1 JOIST AT EA. STUD NAILS TO BLOCKING FROM B.U.C. STUD PER STRAP PLATE TO VERTICAL w/ (4) 8d NAILS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 2nd FLOOR WALL TO MASONRY BELOW CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN 2"x BOT. PLATE W/ STAGGERED FOR H (2) 10d @ 6" O.C. STAGGERED FOR SHEATHING ACCORDANCE w/ ASTM D7158-CLASS G or FLOOR SYSTEM VFRTICAI aL(x:KINC 12 H, or ASTM D3161-CLASS F, IN SECTION X-X ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAND JOIST ROOF SHEATHING - SEE INSULATIO SCHEDULE - [RSH] ON NOTES: USE BAFFLE FRAMING SHEET FOR *SIMPSON LTP4 w/ LTP4 & EXTEND XZZ7 SIMPSON MSTAM36 C WALL SHEATHING INSTALL. SHEATHING AND FASTENERS (12) 8d xl 1/2" NAILS SHEATHING TO CHART IOFLOOR @ 24 O.C. BOTTOM OF RIM S6 &NAILING SCHED. INSULATION P ALUMINUM DRIP EDGE BOARD/BAND n REVISION 12-7-2020 PLAN 1 st FLOOR WALL JOIST FOR ALUMINUM FASCIA SHEAR WALL ONLY. 6 1/4" x 2 1/4" TITEN MASONRY WALL 5/8" OR 1/2 HIGH STRENGTH CEILING l 2x SUB FASCIA SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" ( ) BOARD PER CODE W/ 1 3/8" DRYWALL NAILS TO STUD & (8)10d x 1 1/2" TO BAND SCREWS TO MANSONRY NAILS OR DRYWALL SCREWS 7" 0/C SEE STRUCTURAL SOFFIT SHEET SS WALL PER STRAP T�7 CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO JOIST AT EA. STUD SF�cp%I, 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" WOOD TO MASONRY �q y 2-ROWS E NAILS STAGGERED @ 12" O/C EACH o.C., 2 ROWS 2ND FLOOR FRAME CONNECTION E CONNECTION W/ MSTAM36 LL FACE OR 3-ROWS 12d NAILS DOUBLE 2x S.P.F. TOP PLATE -ATTACH 2x STUDS 1x2 NAILER TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ STAGGERED @ 12" O/C FOR CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A J PLYWOOD SHEATHING @ WOOD 1 ST FLR. SCALE: N.T.S. S6 SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 2x CRIPPLES @ 2"xl0" OR GREATER HEADER 16" O.C. W/ (2)12d 2X BLOCKING @ EA. WALL _ NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B SEE FLOOR PLAN NOTES FOR Uj SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 16" O.C. 2X S.P.F. STUDS o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2)10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER �+ (2) 2X HEADER SEE PLAN METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD INTERIOR HEADER: 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d _ 10d NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) w LAYER 1/8" THICK. • COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD "- = INSULATION PER 8" O/C TYP. ONLY 12d TOENAILS 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W I CHART ON FLOOR PLAN DOUBLE 2x • EXTERIOR HEADERS: OSB (DRAFTSTOPPING) TO BE NAILED W/8d `r' COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR CRIPPLE STUD SILL PLAT AN AREA s 1000 SQ. FT. OF FLOOR AREA & SEALED B R TYPICAL (U.N.O.) 12d TOENAILS 12TOENAILS PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S'6 • OPENING LARGER THAN 4 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU SPACER (1) 2x SILL PLATE w/ SIMPSON BLOCKS LS30 wl (6)10d x 1 1/2" EACH SIDE AREAS. FLOOR SYSTEM ER PLAN 0 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER TRUS 2x4 RIBBONS 2x STUDS TYP. P.T. BOT. PLATE OpXTFl�j FLOOR TRUSS / °• FNiN� R BEAM " B OR 5/8" 1/2 HIGH STRENGTH OR 5/8 GYP W ( GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" STRAP DRYWALL NAILS OR DRYWALL SCREWS 7" O/C _41 L CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) SEE PLAN FOR REQUIRED 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 I EA END EA END 1'4 1 2 1 (2) (1) LSTA30 4'4 (2) 3 (2) (2) (1) LSTA30 (3) 3 (2) 1 (3) (2) LSTA30 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT "T' CORNER CONNECTIONS INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED TYPICAL'IT" AND CORNER LOAD BEARING/EXTERIOR FRAME CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF DETAILS N DETAIL FLOOR TRUSS 0 WALL HEADER DETAIL M BAND JOIST TYPICAL SCALE: N.T.S. S6 SCALE:1 1/2"=1'-0" S6 S6 ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M W NOTE: SEE TYPICAL WALL PLYWOOD SHEATHING NAILED PER NAILING '0 ' 4"x4" INSPECTION PORT AT SEE SHEATHING 2x BLOCKING HORIZON SCHEDULE SEE DETAIL C/S6 FOR MORE INFO Cr — SECTION C/S3 FOR Cr Q. EACH FILL CELL TYPICAL SPECS ON FLOOR @INTERVALS NOT ADDITIONAL INFORMATION 2X STUDS @ 16" 0/C 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE EXCEEDING 10'-0" (R302.11) BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 1/2" GYP. W.B. MIN. @ 5/8"DIA. x 10" "J" BOLT W/ 8" GARAGE SIDE IF APPLICABLE 7/8" STUCCO FINISH PER ASTM C. 926 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING 2x BLOCKING HORIZONTALLY EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS ATTACHED WALL SHEATHING x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8 DIA. x 10 J BOLT W/ 8 SHEAR 3500#. MIN. TYPICAL b 3/8" THICK EACH. 3RD LAYER 1/8"THICK. MUNICIPALITY 4"to 6" BELOW GRADE @ 4" 0/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ TENSION 2600#.) %- SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10)10d NAILS d : ° .' NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD E � . I ! :4 Q FINISH GRADE o0 2500 PSI CONCRETE MIN. • TYPICAL TENSION 2600#.) 2X P.T. PLATE FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS @ 16 O.C. SLAB W/6x6 W1.4xW1.4 `r WWF OR FIBERMESH I — — • FLOOR TRUSS 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ce)�I I I .� \' Op SEE FRAMING WEEP SCREED 2X P•T. PLATE c d • • q WEEP SCREED INSTALLED PER. MANUF. 6x6 W1.4xW1.4L�r- B •:. jT—jjllj �j—�' I1- PLAN INSTALLED PER MANUF. — - - — — — —' — ,. '— — �-�. d • 00 _ITT I I d !!l J1L 1A._L - N WWF OR FIBERMESH r _ _ — A. FINISH GRADE — _ 2"x4" CROSS BRACE @ 48" I I SIMPSON HETA20 w/ (8)10dx1 1/2' °� . -III—III—I L I —I I I — Go - -�r O/C FOR THE 1ST 2'-0" OF NAILS @ 24' O.C. INTO TRUSS �• : W -III I L I I L I I I I L - - — — A. STD. 90'HOOK END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4 EMBEDMENT — ° -III—III—III •' ,•. .III—) L I I `? (3) # 5 REBAR ON 3" CHAIR _ (SEE DETAIL) �� �� IN KO BLOCK — — — — W/3" MIN. CLEARANCE 4" m V-8" END INTO 2x4 BLOCKING I -III—III I I d • ..: III; (3) #5 CONT. ON Y III -III -- — — •r . _III SEE DETAIL 2/D2 FOR g" 1'-8" T 8" CHAIR W/ 3" MIN. I I I III -I TYP 2—STORY WALL L S ECT I 0 N J MORE INFORMATION CLEARANCE (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3"MIN, CLEARANCE REV.03.16.21 SCALE:3/4"=1'-0" S6 2ND FLOOR FRAME CONNECTION R INTERIOR 2-STORY FRAME SECTION S ALTERNATE FOOTING ry PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. S6 FOR ADDITIONAL INFORMATION. N. '7 0 .1- �, N N 01. 1�1 R U. //`/ i ego :� U �40'� OFF R //l/t11111��11t10 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F o E �p a rp�p u N N N Ol # LL 0 y LL tl! Q3tir LLw a a �Mv a Y LLL a 0 O J W L0 Q v 04 CJ J rQ ' W ❑00 0 z 04 zFZ Q N to z 0 Q) 3 " 4_j (n (13 w W V 0 s V) �� L a I 0 o CIO W LL 0 Zg So 3N �aR �• o C U ca ca X W gggO0.g u Z o o< �g gg3 wz `S2S CO ink ZO �0 °E z 56 aw Mj co �w T`~ N O E '� O m m c� c N /". T O � N O O Ln T Q N T m N N Z r N w a U � Q o JOB NO . 22-02368 SCALE : AS NOTED SHEET NO. S6 (MONO) Cn SCALE: " = 1'-0" THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS / 3/4" RISER CUT TO FIT 2X4 SYP BLOCKING —� MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ / 2x12 TREAD / GLUED AND NAILED 2x� I D FT ST P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ 2X8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS / 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" MALL A ALIGN THIS STUD WITH FACE OF 2ND RISER SYP CUT TO FIT I I 4RS IN WALL I --11xl2 SYP BEARS IN WALL I I —2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS �I EW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN/ AND}" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER / BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO NIc- -2x4 DRAFT RISER AND TREAD / STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 71 -+--2x4 BLOCKING FOR 2x12 I 2x4 PT UNDER 2x12 G I I ROVIDE MOISTURE ' PROTECTION ATTACH ALL COMPONENTS / OF STAIR TO CONC. W/4" X 2" TAPCONS @MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/" X \ NAILED TO STRINGER / 2 J" TAPCONS @ MAX. 32" O.C. \ / G-1 TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER \\ 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH I STRINGERS E1 I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH t 2X4 SYP 1 ` BLOCKING FOR STRAP / \ (SIMPSON MTS12 w/ I PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILS) D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS \ \ / SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" NGER A SLUED NAILED SECTION D-D -3/4 PLYWOOD ON DECK --22x8 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" = V-0" 41 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 1712x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4'/GLUED AND NAILED TO STRINGER / .KOR DRYWALL SPACING H / SECTION VIEW "E" E SECTION VIEW SCALE: " = 1'-0" SCALE: 1" = V-0" 3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 \ DRYWALL STOP NOT SHOWN SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT I STRINGER \< OPTION: 2X4 CUT ON (2) LAYER J" EDGE GOLD BEVEL GLUED AND OSB OR PLYWOOD NAILED TO SUPPORT OR 1"X16" LVL W/ SIMPSON H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT, SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE:" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING !L POST LET INTO ILOCK IDE KING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X BL/ 2X STRIN4R OCKING PSON MTSJ2 w/ ' 10d x 1 1/2" AILS \AD OR AD2X BLOCKING RISK VARIE / ECTION VIEW "H" SCALE: 1" = V-0" N� O 7_O e r;� 2 .x Z' N L ct5 cD U Q y 4) Q JW ti\NN l`N. 17 U vv `N` P. ....... N '�a ++C, i V Q F.1p1 fV r, `,% OF 4 0i w FL0� ��+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. to U) W CXx = V N. 0 ��;00t LLa Jui aaj U) fY U. LL 0. W 3. _ � O 0 C � 0 J W ¢ d ��rnrn m o �a0 Z N M Z N O IL W do cai 3 2 W � Z � z^ a. z 'Fs �_ LL QX L f13 21J V —� Q> O In c �V) W �` o C�: �Q CM i 1! M __j ° V3 U_ cti n E W s° y� zp rd E �0 W � z ro i xz ,g� R3 c ° o g'z z N J� b iy Z g ° U WLL O > U') It B M � c� N CO N /C^r J m O � CV)N O N Ln ui M C`I N 04 o Z Z IN E a 0 � d o JOB NO: 22-02368 SCALE: AS NOTED SHEET NO. ST LU I i a J vn 0 I av r 0 a N E 0 LZ i Z ` Y Li ZZ 0 a M 0 W 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL MAX. ♦ DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 � P.T. TO PRODUCT TO PRODUCT PROPER INSTALLATION . ♦♦ DO NOT DO THIS UNACCEPTABLE INSTALLTION ��� 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. TO PRODUCT APPROVAL FOR CONN. 1 ♦ • APPROVAL FOR CONN. APPROVAL FOR CONN. r X 4 ATTACHED WALL SHEATHING TO 1x4 P.T. 3/16"� X 3" LONG L FURRING E FURRING 3-1/4" LONG X 3/16"0 rFURRING (2) ROWS 3116 x 3-1/2 TAPCONS TAPCON @ 16" O.C. & 4" 2Xg TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1" DETAIL MASONRY THROUGH 1-1 /22" EDGE DIST. ATTACH " DETAIL 1x4 P.T. & 1x8 P.T. 1x8 w/ (2) ROWS 8d"NALS 3" DETAIL STAGGERED @ 12 O.C. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN.rx4" DRYWALL DOOR JAMB (REFER*2" EACH END W/ MIN, TO PRODUCT TO PRODUCTDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16' APPROVAL FOR COx 3-1/2" TAPCON @ 16"1x4 (2) ROWS 3/16" x 3-1/2" `"' O.C. & 4" FROM EACHFURRINTAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/.. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL #5 REB (TYP:) STD. 90 FILL SOLID HOOK BOTH CELLS Alf 7/ IL NOTCH WEB AT ±5" FIRST 2 COURS ♦♦' #5 REBAR (TYP,) .�1 AR ♦ ♦ �♦S�D. 90° HOOK (TYP.) ♦♦ '�1" 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD - 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS �qcFILLEDCELLPER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP 1st4 COURSES W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 # FOR 2 STRAPS SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" ENGINEERED 1 PLY PRE-ENGINEERED SEE ARCH PLAN ANDFILL ,t 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SEE NOTE 1 BELOW SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS 1/2" DRYWALL * IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE ALUM DRIP EDGE ; •• BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM I I ALUM FASCIA BRG WALL TYPE —J-- FOR OVERHANGS BETWEEN OVER 1 1/2" • ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR 2 x 8 45 DIAGONAL BRACE AT EA. I PER PLAN I I 1-3/4" TRIM PAINTED CONTACT FURTHER INSTRUCTIONS. SCRIBE (NOTCH) POLY -CELL IN THIS AREA FACE OF ARCH W/ (3)10d NAILS I I SS NAIL w/ 5/16" HEAD•• F CHANNEL I OVERHANG'�' .•, • . " BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL FASTENED PER I DIA. @ 24" O.C. ,. • CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. NOTE 2 BELOW—L---L CONT VENTED OR SOLID SOFFIT INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN, OSB PROVIDE TAPCON WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 314" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. START OF ARC C. SCREWS @ 16" MAX. OR IF MASONRY WALL O.C. ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL � 4' MAX. . RAD USE (1) SIMPSON TITEN (CENTERED) w/ , LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 11- O11 51- Orr SCALE: N.T.S. SS 12 PRODUCT APPROVAL) F CHANNEL FASTENED TO: JACK TRUSS PROVIDED BY SEE - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT TRUSS COMPANY OR PLAN - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2x6 #2 SYP @ 24" O.C. PATTERN 2 x 8 BUCK - CONNECT TO BLOCK SECTION ROOF SHEATHING ATTACHED / - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE EACH GROOVE WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO K.) BE PER NAILING SCHEDULE ALL — . s • • . • • 1 •• : #5 BAR ... ► /4" MAX _ 2 8 STRUCTURAL SOFFIT �. , P • 1011• • . CENTERED RED W/ BLOCK HEADER AT TOP BTWN. ARCH SOLID BLKG. (5)12d NAILS SIMPSON H2.5Aw/ 10 2X6 TO 2X4 ( ) SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS OP �'' • BLKG. & BUCK 1 X 4 FURRING 8d NAILS REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER d .'' KNOCKOUT/ ° CHAIR BLOCK THE SOFFIT FL PA INSTALLATION CRITERIA -- 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING •.. PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. C : ' CONT. W/ (3) � SIZE AND REINF. PER PLAN ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY—/ • LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL , 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT , a z TO BE INSTALLED ,- 0" MAX SEE PLAN ?x OV TRUSS AS SHOWN FOR O.H. UP TO Z-6" STANDARD 4 4 q *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. • 90• HOOK N BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + �FNG (2)10d NAILS @ 8" O.C. Ty #5 BAR IN , -r TO FIT ARCH CONNECT Wl NOTE: IF TRUSSES USED W/ 2 #6 X 4%" WOOD ) () + + TO TRUSS TOP CHORD FILLED CELL, • , � ` � • � ` 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + ' • BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. GABLE ONLY, CORNERS WALL USE 2 1/4" X 31/2" TAPCONS AT 16" () + PLYWOOD SHEATHING + .- .• •.- .• • • r .• �.� . �.- .• INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. SHALL NOT BE FRAMED AS O.C. HIP. + + + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B DESIGNED ONLY FOR THE SECTION a@ ENTRY L BLOCKING AS TRUSS + REQUIRED TO REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" SS + + SUPPORT SOFFIT SECTION DETAILS AND METAL ROOF FINISH + SCALE: 34' =1'-0" 2X4 SYP . , . EACH TRUSS NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR �'� CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXISTING BOND BEAM. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER ENTER SO IT DRILL 3/4"x5"MIN. HOLE SET BAR IN D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL EPDXY CAP TO PREVENT LEAKAGE 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EXPANSION STRIP PRECAST LINTEL —/ TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS #5 CONT. TOP &MID SECTION ROOF EXTENSIONrM z z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3"COVER �� 6-0 SCALE: 3/4" = 1'-0" SS Cn FILL CELL FULL HEIGHT W/ 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 � o NON SHRINK GROUT. SEE SHEET D2 AND LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °' Uj � A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ;: o ° o SIMPSON HTT4 wl (18)10d x 1 FOR FLOOR PLAN 1 REINFORCING AS FOLLOWS: SEALANT 1/2" NAILS TO STUDS & (1) - MORE INFO " a * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. p° ° _ 5/8" DIA. ALL THREAD ROD v Z #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6"MIN. LAP SPLICE W/ - o o EPDXIED w/ SIMPSON i EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ° EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE Cn CIA FILLED CELL SMOOTH. DO NO FURROW. ': is :;'': nTr o DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. > SET BAR IN EPDXY O I TAIN UNIFORM JOINT WIDTH. FURROW. MAN 6 MIN. LA P P � G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. g H STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT • a \ SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) (2 A SECTION 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 20"MIN. STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN SCALE: N.T.S. GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. REV. 07.28.21 SCALE: 3/4" =1'-0" RETROFIT FOR MISSING K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: N.T.S. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP INSTALLATION OF GLASS BLOCK. SCALE: 3/4" =1'-0" t N to N s t� a, Q c` +: y y r y . � illll 1 �R �VN , N ��� P •r- SF- .N . tic a� 0 O W � C . FLOX. �r��s/�O��SSIONry '•�Z0011111111111,00\ N 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 7structuralth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a CD E ,� ono o C-1g N � d� d! y�y 7 u; cQ W cn C', LLW a v a 4 a LL LL a w �o � Z 0 o tM O` W .O� �O'O1 a¢ Z Co Z� Lo O N ULLZ 0aJ ❑vVi 0 z z N z L U � Ow l/'1 �N C d (II C) C M gz � L E ;o s�g >� KR zooa Q O I— 6KU 0. w� OQ 00 Z �h p¢ 0Q � � H Zz zCf) co J H �b >� W U ao ow �~ NLL J g 4 wr Y a zla 3 0 2 O = �L O � c� N co T— a- vj m c� O N O O Ln T M T d M N CIO Z z E N E a; a U 0 v a o c JOB NO: 22-02368 SCALE : AS NOTED SHEET NO. SS I 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. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS II./ L-IWU `W L/"lV1 II\V VV ♦.LV 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH �3 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. e DIRECTION TYP. —� /-WOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 4" l� V-4" EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE = z N �T PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING 3 SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2', I a. Uj 4„It Z • PORCH SLAB SEE g a FOUNDATION PLAN w (2) #5's CONT. T&B wed ,. z W/ #3 STIRRUPS AT 04 ? 4'-0" WHEN DEPTH - r- EXCEEDS 30" LOWER OR GARAGE SLAB 114„ SEE PLAN LARGE STEP DOWN �17 SCALE: N.T.S. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. - ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING A MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z O Q W w w w W WOOD POST. SEE FLR CONNECTION PLAN FOR SIZE & BASE SEE -� PLAN 4" PORCH SLAB SEE FOUNDATION PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE - (V Z 2 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO INTEGRATE MASONRY KNEEWALL INTO CMU BASE OR MAIN HOUSE PER ELEVATION IF REQUIRED MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE W/ (1) #5 CONT. FILLED CELL REQ'D @ MID SPAN MAX 6'-8" Ak MAX 3 - _ - COURSE I 1 IFT--- - r---- 1 1 1 11 1 I 1 I I 1 1 1 1 1 P1 1 1 WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO CMU BASE W/ (1) #5 j VERTICAL EACH CORNER FILLED I 1 SOLID. SEE ELEV. 1 1 1 1 FOR BASE SIZE (3) #5's EA. WAY 1 1 ===---= - 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 - 81I � EXTEND SLAB 1 1/2" SLAB PORCH SLAB SEE - _ LEVEL Ak FOUNDATION PLAN 2 #5's CONT. T&B w/ _ z CONTRACTOR TO INSTALL -! '-SEE CUT #3 STIRRUPS AT 4'-0" ' M MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSONLSTA18 W/ (12) 10d NAILS SIMPSON HUC410 w/ (14) —I SEE PLAN FOR CANT. CENTERED AT I I 16d INTO HEADER & (6) I I I SPLIT TO TIE I I I I 10d INTO BEAM - SEE BEAMS TOGETHER I I ROOF PLAN FOR MORE I INFO I F— I SEE FLOOR PLAN FOR I I I COLUMN SIZE & BASE I I I 7J16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO I REQ'D ONLY WHEN FOR COLUMN SIZE _ _ INDICATED ON BM. & ADDITIONAL INFO. L- - - - - - - SCHEDULE/PLAN OPTION A INDICATESCHEDUD LAN REQ'D ONLY N OPTION g COLUMN SIZE I BAS� OPTION C INDICATED ON BM. CONNECTION INFO HMENT ti EXTERIOR SHEATHING COMMON BM. TO POST ATTAC A ATTACHED PER SEE ROOF PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE & SP1 w/ (10) 10d NAILS CONNECTION INFO. AT BASE SEE J/S6 FOR MORE INFO. N , 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - - _ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @a FLOOR CONNECTION 22 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) CORNER A A SEE PLAN FOR TOP OF RIEA I I I I _J SEE PLAN FOR CANT. IF INDICATED SEE FOUNDATION PLAN FOR MORE INFO SCALE: N.T.S. XX COMMON BM. ATTACHMENT 1 SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = V-0" Y2" CDX PLYWOOD OR 7/6' O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. h - 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/ EPDXY ANCHOR OR J-BOLT OR Y" TITEN HD 2 N ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS -.�- _x a.. .._�7_'-x. a SEE PLAN FOR OPT. STAIR INFO. IF , CONCRETE STAIRS Q MAIN HOUSE FORMED & POURED ° 4 � SLAB W/ (1) #5 EACH STEP a a (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" A. a . e . G GARAGE OR "' Z r • a d LOWER SLAB SEE PLAN 1'4" SECTION@ GARAGE MONO 21 SCALE: N.T.S. ,da O 7 .._ 0 C- - Ca d r v J) U• ,- O Lr _ L i V. . ........ .y .•NSF _ r_ .,. F L OQ' . '. l/IJJ1111'�1\�1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentiel 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 0 E cp go Q N O J 0 J LL (0 0 fA "a �,�°° W NM�V LLaY -.1 a S 0 Z_ -80o W �. N G m O J �piOi W 800 Qua Z (N <650 M Z R J co La a z W ❑ ❑ ❑ z � Z� z o a) v J - N N s a-1 V � � O,�g N C LL, 8 v Q �A Id• o CID Cl) w z U- E i g s 40 Q E U CIO! k'i 8 oa W Z ~ -E N o �� -= Y ZE Z .1 W 2 N { P� 'z g N �Wy < W g�� yy R 3I3 °O 12 = 'L0 O � N CN Q r I..L o m co 4-1 4-0 (� 04 N 0 o 04 LO) N f W� N N N N o Z c re E a; E v c c JOB NO: 22-02368 SCALE: AS NOTED SHEET NO. D 1 1 1: SEE FOR 2 BLOCKING DETAILS EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS—� FLOOR SYSTEM ' SEE PLAN -------------------------------------------- G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") ON FLOOR SYSTEM TO MASONRY WALL •°' '°' VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END q TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. �. 2 x 4 #2 SPF STUDS C o AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN E 5/8" A.B. @ 24" O.C. AND 6" FROM ' EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. �. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE Fill B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP • - x 4 SPF 2 2 () STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS �4 AND MULTIPLE STUD PACKS ' " B O INTERIOR HEADER 2 x 4 #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS E F TYP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. �. f , F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE L 6", SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (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). OPENING A LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, BUT 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 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. (2)- 12d TOENAILS 2x4 TO TRUSS TOP 1-1/8" RIM BOARD 8d NAILS @ 3" O.C: WALL SHEATHING TO RIM BOARD GABLE END RIM JOIST - SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL BELOW AND ALT. BLOCKING INFO 0 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE 2x4 #2 BLOCKING 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS w/ (3) 12d EA. END TO HORIZ. BLOCKING JOIST SEE PLAN (2) 12d TOE NAILS TOP & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH END OF WALL UNDER CORNERS (2) -10d TOE NAILS EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 ALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. (1) SIMPSON LSTA30 w/ (22) SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SON SP4 w/ (6) 10d x 1 1/2" CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 (USE FOR 2x8 WALL) CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS U.N.O. ON PLAN 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 2X CONT. RIBBON 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 TYPICAL BLOCK FLOOR DECK 2x CRIPPLE AT EA. INFO WALL END OF OPENING SIMPSON LSTA30 w/ (11) 10d FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE I -JOIST SEE PLAN PACK w/10d NAILS (2) SIMPSON MSTAM36 w/ @8„o c FLOOR DECK (7) 10d NAILS & (4) 1/4"x2 TIE BEAM FLOOR TRUSS/ I -JOIST SEE PLAN 1/4" TITENS SIMPSON LSTA30 FROM WINDOW JAMB TO PROVIDE BLOCKING FLOOR TRUSS/ SOLID BELOW JAMBS 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 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. SCALE: N.T.S. SEE PLAN FOR COL. SIZE — SEE PLAN FOR CONN. NAILING AREA (TYP.) (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. 6 2 STORY COL. @ GIRDER j I SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION, DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1 /4"x2 1/4" TAPCONS . FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 1 SYSTEM 42 SCALE: N.T.S. 2x4 STUDS • PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ 3 0/ A krF N . MAN oA PROVIDE 2x4 ON --J TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS --v PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 7 TOP SPLICE J 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. 11 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT% DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" — O.C. TYP T & B SYP U.N.O. I I 2 x CONT. T & B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION — SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. I 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 f SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (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 ISEE 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 STUDS @ 16" O.C. ALT. HEADER ANCHOR 8 SCALE: N.T.S. zo N C-1 V C" a � Q it INltl E 'T N N° * of p � •• 5� PEE ���'• � ��'•• FUO�.�' S S 10 11111lI11'�111�' 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. S ti LL 0 U"a J di N M er �yLL� a Sle aLL LL a S0 0g (D aj W. Wr°n�OiCi Z ° Wiz° zNO� L a 0 N ODU�� W Omit] W z N N z LL D Vj (Tjr LLJ 0 w o ul N As w W U c Q 0 /alyrr�� CD z M ILL. ;z E O z � o W°o i o& o E ova go O z O � _ ra q2 c � � Zz z U, J - 7 a'w iwo W LLaz j: j `� gl ° =O 0 = Lo DC O L_ N CID N 0' T 1� a- U) (0 M CD 04 N O N LO r Q N T ai N N N cN o _ ELD E M a U 0 ¢ p JOB NO: 22-02368 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY • WINDOW BUCK � , •• , • 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT =-c' 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 SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape "''^ WEATHER ✓E BARRIER & IARILY 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 JOIE UNDER DECKING (SEE DETAIL WP07) ED FLASHING 8 z SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as# in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING NAILING FLANGE n 0 DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING O 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN V-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, -_ with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The Oindividual 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 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, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING SELF -ADHERED FLASHING 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 SCORED - entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (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 RELEASE PAPER TO AD ESIIVEASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the pptype of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings AAMA 712. Flashing door be installed in the shall comply with at exterior window and openings shall accordance with one or more of v 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 rerinstructions. m nufacturer s Instructions in accordance with the flashing manufacturer's Where flashing instructions or details are a 99 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. w R B 7.7.At built-in autters. FOUNDATION WEEP SCREED III I ? STRIP OF SAF S DRAINAGE PLANE WRB i I � I I I BOND BREAK WRB I I SF LATH �, II WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR 'I I BARRIER I 3-1/2" INCH FLANGE PLASTER STOP � rro THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER ater eslstant arrler Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ^ DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - - - SELF FURRING (SF) LATH wM�ti^ PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING I STRUCTURAL SHEATHING STRIP OF SAF it 1 ---- ---- DRAINAGE PLANE WRB I BOND BREAK WRB I PI ; i '� I SF LATH II' ER STOP NUOUS BACKER ROD LANT 4TITIOUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster - �Oioi`. i.. • • . e. • a. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all O CO ' N �3- cam+ R f].• C� v l • U z U, J co T s \ �✓ 0 •T ., f7 r 2 C L, <� VJ i7 ry N 0 cNv CV CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 a g R$ $ (D v1 J LL p 0 `o (0Nb LL w 0 y M 4 � Lc _ a. (n y n 0 Z 1°�°i Zoo ZNfC Z N-zzJ�wZ MNov-NfLL�7 �UNa�o VZOOO❑WO:Z4OIL � 3 w to Ln ' w s U as N � E zo a° iR =o 0 E IT ra '400 °0 o Z oQ tlw �o ro C I O� Z _J 8a �z N� W ci 3� °u =c r� J co ,M �O 0 = e 'V � O rn 0 Co �. N T (nco CD r CV)-0 N O N IUD Q N T ai M Z N N y N o Z N a U � Q p (D JOB NO: 22-02368 SCALE : AS NOTED SHEET NO. WP1 FURRI CANE Mounting Brackets (10 Gaugel 4-11.2' x +112' x 2.12' Back Cross Support (May be cut toW) See Anchor Schedule / Right Bradmt (m Gauge) 112" Dia. A325 Galy. (T7P•) o IF 0 814 Self -Drilling tiOe 5CreWs 1 a3�8N A/C Unit Bottom Edge Nurricar►e Strap 41 (TypicaF 3 in front) Washers Front Goss Support Self-I.ockinq Nuts (May be cut to W) Left Bracket (16 Gauge) N 14 Se"riling Strews Thru Brackets & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) Spnctlk asslalUssun ussur bltraas am p nnuleri wA rash Hurrione Air Res lc FaaNr Rdaad tee./t)aea�aB awYile Was npms (aidy(aaai lea wi/ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Delall Peps 4 or 1 12NN2021 SM =A SYga version 1 ¢K Cartoon Licarsa Vdadbd By Ydm" >lfagaftled FACApor0imi ADMI*d am Mlmallon 2020 Smen Vero Products, Inc. NOW Gehsm Nomne F, Naaro Re Loot. Bos9en P.E. 12M&2020 1211fin020 12QWM20 Approved cue": awauet Components (577) 441.030 PE73770 OX000-1800 "Co"prr. Products Introduced sea Rl of InitllismartAntcom New Tearmobay Compllnw Method E-1.4on Report from a Florida Rosevear Architect a a Umood Feel% proler"Wsi Engineer Qi by Assufionew, Amroyadho Uu Amondrallss age plow Htad Proded ofillial NuagsLaLftse imiEL20mam Congress Laillumm"al In HVHi 9MLIM H16&t limestone euaM o t amMVord Model 01`154G510 Dual Function Flood and Ventilation Vent 121412V13 Yes Yeti NM 4101D6100 2 311a11Vont Modal 01640.611 Dust Fund. Flood and Ventilation Vent IW12023 Yes Yee NIA •100F100 3 SMAYea Me*!M540-M Inldated Flood Vent 12021123 Yes Yes NIA •tODb1D0 ♦ BrtVara Modal 01540-521 n mussed Move Vent 1.:2023 Yes Yon NIA •100f 100 5 SmrlVero Model 91540-324 /6&qua; Conan Door Flood Vero 120/2023 Yea Yes NM NIA 6 , "V4rf ModrIM540570 Weed WWI In Pilot" Flood Vent 1213120n Yes Yes NA •looklo0 7 R mrrakM Model 44540574 14.5aqua: tango Door Food Vent 12/312023 Yea Yea NA PVA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DOW Fee, t or l 1n4/2D21 sssaa ,rmLLiX wtt tale rultcPa-xkn gat Miss )halm n rlra Moor. Quad Fbgoe<aur®ai Vrldr.d Ile rilllitat SubmittedEwLa am3A ae®ns a" Revision 2920 Drexel Motels. Imo. JMat Shumate Zachary R. Pare! Locke Borden Is E. ON WN20 0a109/2020 0"02020 t on3r2020 Appro4ad Caegial Roofing (wz 303,1411 PE-74021 (334) 300-1800 aubOarege ry: Mete[ Raping n0umtea eMrret.cwn Complained Method EueLesrn Report from a Floods staplstafed AmnRW ors LlmnRod Fla1tl. Professional Snpinssr QVAMEAMWLMO tl�BEmlLrt Approved far Use Acwwad fa Use Impact pNim �H Rodhrel Yoga. NumererNa1M $ppu&1iffenthati t Cm&ait RlhllmOds In NVKZ $6edoHM HWM" tmaMltt 1 IXereh Melt Rsofinil SYN.., OMC I WN8 DMC 15088, DMC 175E DMC 2008, 12/312025 Ye He N7A 1oma0 DMC 5V Florida Department of Business & Professional Regulation paps 2.14 Building Codes and Standards 105=2 Product Approval Application Detail diQlt, d:tCmcea d.8il dtala J2m.etogdaa inn im Version Manufacturer contact act Enolnear&Lkann Valkwoo By Validated Ullman lifford FBC Appreival AporoVed 818tue Rawson 2= Therm-Tru Corporation 80eye Jasperaon Lyyndon F. Schmidt, RE Ryan J Kingq,. P.E 04M512021 12r312020 O4r1712021 adrom 0YI Approved Category: Wolof Doors (am 84a'-Me PE-43409 (813) 767W SubCatgery. Swinging Exterior Door Assemblies jespenn®6smrtu.m Compliance Maltmd: Evaluawn Report from a m Fiorula Registered AmIndect or a Licensed Florida Professional Engineer 1 . Preduee n4edal. Number tx Name a r'3rRraatData Aoprovad for Usti Approved In HVHZ Outalm, far Use HVHZ Impact aggdli mlYrifl fMIUM 1 a. TMermsTm Fiber-Cbesic and Smooth Star Nominal Mill &quotlntuct8quot Opaque 121312022 No Year Yes WA Composite Edge Fiberglass Single, Door (Im1NArg/OuNvAng; X con6gur"on) 2 b. Therma-Tru Fiber-Classlo and SMOOM-Star Nominal 680M.8 &quot;Ir pict&gtl0t Opaque 12r312022 No Yes Yen WA Composite Edge Fiberglass Singleor Dowith Sidabe(s) OnoWnslOut"n9; XO, OXor OXO configuriatons) 3 D. Thorn-Tru Fiber-Osawc and Smooth -Star Nomina168,Mi128 BquoCInpactaquot; Opequv 12/311= No Yu Yu WA Composine Edpa Rba 1, Dduble Doorw(th or without Sidelites Orlawing/OubMng: X(or OXXO configuratone) 4 d. Therm-Tru Fiber -Classic and Smooth -Star Nominal 8&R390 &quatlmpact&gtmt Opaque 12I312022 No Yee Yes NIA Compoaita Edge Rbalglm Savior Door (Inawrg70utawalg; X mrmgurapon) S a. Therms-Tru Fiber-Chil and Snnath•Suf Nominal MA39rO &quotimpactill Opaque 1201r= NO Yoe Yes WA Composite Edge Fiberglass Single Door with Sidelaa(s) Q.ouo,,@AXlewing; XO, OX or OXO configurations) 8 f Therm-Tru Rbr-Gaulc and Smooth -Sur Nominal 88 WO Iliquotimpaa&quot; Opaque 12/311= No Yale Yes WA Compoeta Edge Fiberglass Double Door with or tMthout Sdeft as onnuMngrouns wilg; XX or OXXO configurations) 7 g. ThermaTru Fiber-CI&MG and Smooth -Star Nominal B&PW,8 &quot;lmpaaaquot; Glazed 1231r2022 W Yea Yes WA Composite Edge Fiberglass Single Door (lnctwrglOukvirg; X o-fig.raton) 8 h. Thermal Fiber-Clssale and Smooth.Stor Norntnel 0&013g,8 8quotlnnaactiiLquet Gland 12r3lr2022 No Yea Yss WA Composite Edge Fiberglass Sngls Door with Sidelite(5) OnsnirglOnAvoing; XO, OXor OXO oonfgunnions) 9 i. Thorn-Tru Fiber-CMaeaio antl Smooth -Star Nominal 8&631 aquctlrrpactisquot Gland 1201/21= No Year Yes WA Compo9(te Edge Fiberglass Double Door vkth or vkthout Sdelites OrwMnglOrreuMng: XX or OXXO con igurstion.) 10 I. Therm-Tru Fiber-Cls"no and Smooth-Sler Nominal 8&R39;0 &quotlmpactagtsot Glazed i2r3112022 No Yea Yes WA Oompois o Edge Fiberglass Single Dow (InwungfOulewahgi X 081agumdon) 11 X Therm-Tru Floor-G9src and Smoom$tor Nominal BN&p9B4O requotlmpeotaquot Glazed 12131r2022 No Yes Yes WA Composite Edge Moveless Single Door with Sirlelee(s) 9new(rg/OwtsWng; XO, OXor OXO conftgursbons) 12 I. Therms -Ton Fiber-Csssk and Sheath -gar Nominal 8S#MO &quotlmpee}&quot GIMM 12131r-MM No Yes Yes WA Comporl Edge Fiberglass Double Door vdth or without Sidelines OrnwinglOutil XXar 0)0(0 configurations) 13 in, Therma-Tru Fiber-Classo and Smooth -Star Nominal 8&M90;8 111,quotlnlpact8quot Glazed Molded 1218112022 No Yss Yee WA Open Composite Edge Marginal Single Door 0nsw(rglOutewhg; X eon6guratlon) 14 n. ThermaTm Ftber-Glasale and Snv=.Star Nominal 5&0*,,& 8quatlmpact&quot; Glazed Molded 1201aM No Yore Yoe WA Open Composite Edge Flberglaee Single Door with Glazed Moded Open Sldsllte(s) (Inawing/Outewing; XO, OXor OXO wrf iguraaons) 15 0. Themha-Tru Filow.Clssslo end Smooth.SWr Nominal 8&dIle;11 &quetlrtpad&quot Glazed Molded 12131/2022 No Yea Ym WA Open Composite Edge Fiberglass Double Door Will a without Glazed Molded Open Sidelites (InsYAng0Ou1nl XX or OXXO configurations) 16 p, Thems.Tru Fiber.Clar uc antl Smooth-8Nr Nominal g8p39,8 Bq othmpsetilquot Opaque 12131/2D22 No Yea Yes WA Compoeha Edge Fibwglw Single Door with Molded Open Sidellol 8nayinglOutromi : XO, OX or OXO wnfigurations) 17 q. Therms,Tru Flber•Cleedc and Smooln Ster Nominal 6&M,$ &quotlnpactaquot Opaque 12rW2l= No Yes Yes NIA Composite Edge Fibe elw Double Door with or without Glazed Moded Open Sidegua (Inswmgr0uleweg; XX or OXXO configurations) Florida Deparament of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pals 1 d 1 I�1 titer ralacx ➢era mere galaBadoa m MW YtIWM1 aLOlCaaue Cadm Alrat%aLtMW lhilkr *d &a nil(Yled aaemww Fill Against Anwowd slags Re149lon 2020 PGTlndusrlw Jens Raw* MsM-Oeds BCCO. CER Mi ml-D.4e SCCO - VAL 111192020 iOr,*=20 llr24/2020 Appraised Cdegory; Extorter Doors (941) 4BO-0100 (786) 315.2390 &ubCot.gorp Well Exterior Door Assemblies hoo-kl®pgtirouameao Compltnee Method: C.N.U. Mon a hang ern Amrovee /a Use AmroodimUm mma 2wm ISg6118 me>Ydotlm S HaMttlnnmlta In mmz gItM11Ll = R data t eMealn 9mH 9(365570 (Urge Moab Irrlp.d) Vrga slime Ober Door 04n42021 Yes Y., Yee NIA PRODUCT APPROVAL SPECIFICATION SHEET,, January 27, 2022 Florida Department o(Bualnelsil$ Professional Rellulation Pagel 013 Building Codes and Standards 125022 Product Approval Application Detail As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 ThemiaTru 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 4/1412026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see 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 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 111 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Solt 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 151b Felt Underla ment FL12328 NIA 6/29/2023 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 RV10 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 Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 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 NIA 12/3112022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25(2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following Information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE GM Famg(g data 20 Cob Panama 20 Mills YOM Manufacturer contwt Eromeer a assessors Valrdsted N Vallgibd 3ubmhkd PSC Approval AWrOVed Amu Revision 2020 Thsrrtu-Tru Corporation Sal Jaaperson Lyndon F. Schmidt, P.E. Ryan J. King. P.E. 07I23/2020 07H2I2020 0712WMO 10113TWO Approved Category. E.*w Doors (800) 843-78M PE43409 (813) 767.85% 9ub0ategory; Se4rging Earl Dow Assemblies s)esperwnethermebu.w compliance Method: Evolustion Report from a m Florida Ragm ared Archltacl Of a Licensed Fiords Professional FJginw ' liYHIWL&fIYDOII Aonrouad liar uas Hl )mpHgt m>WIG Se ter Product Model. Number or Noma Product Dxena6an Contract Eaelratlan OSEa InH HZ ula a..lataRt Pneaure 1 !1". -Tru Fiber-Clail and Smooth -Star Nominal 611M.8 Squotlmpect8quog Opaque 1202022 Yes Yes Yee WA Composite Edge Fiberglass Single Door (InavinyOuMArg; X configuntion) 2 b. Thsrma-Tru RbanChl and Smooth Star Nominal &quotlmpaoAquot Opaque 1213112022 Yes Yes Yoe WA Composite Edge Fiberglass Single Door with Sidalto(s) Oruw'Ingroutu"na XO, OX or OXO configura0ons) S c. Therm-Tru FEer-Clwla and Smooth -Star Nominal 6&694,6 &,quaOmMoAquot Opaque 12KI11= Yes Yea Yea WA Compoene Edge Fiberglass Double Dow with or wandut S 1.11ue (mavorg/0utowing; XX or OXXO configurations) 4 d. Therm■.Tru FlosACuushc and Smooth -Star Nominal 8&M.0 &quot:lmpsct&quot opaque 12r.)lr= Yu Yes Yee WA Composite Edge Fiberglass Single Door OnownNOulmving; X configuration) 5 e, Thelma-Tru Flber-Cle..le and SmoothSter Nominal S&OW.08gtntlmpect&que4; Opaque 1Zrilr2m Yes Yss Year WA Compadte Edge Fiberglass $ngb Door with $dNRe(e) OrrwnglOudKwnO: )(0, OX or OXO configurations) 6 T. Thenna•Tru Fiber-Clasak and Smooth -Star Nominal Saul 08quct; Impact&quot Opaque 127;11C2022 Yw Yes Your WA composite "a Fiberglass Double Dow With or without Salolilee (IniAlingl0utawing; XX or OXXO 000figursbono) 7 g. Tharme-Tru Flber-Clossb and Smooth -Star NomlMal "Infers &quaflmpaa&quM Glazed 12r,11 r= Yea Yes Yes WA Composite Edge Fiberglass Single Door (inswirg/Wlswing; Xconfiguration) 8 erms h. Th-Tru Fiber-Cdasb and Sinop h-Stu omi al6&419D.6 &quotlmpea&quot Offered Nominal 61419D. 6 12rh Y2022 Yas Yes Yu WA CompoaRa Edge Fiberglom Single Door with $delae(a OnawinglOuteWng; XO, OX or OXO configuretlons) 9 i, Ttwrna•Tru Fiber -Classic and Smooth -Sneer NaminA108 0 &,quot:IrnpectAqua; Glazed 12rtlr2022 Yu Yes Yes WA Composite Edge Fiberglass Double Door WM or without SIOWH a (Ifo&Mng/O trMng: XX or OXXO configurations) 10 I. Therma-Tru Flbw-Clesele and Smooth -Star Nominal 8&**.D Squotlmpact8qual; Glazed I2Y112022 Yss Yes Yes WA Composite Edge Fiberglass Single Door (Inwning/0.1te nil; X eon4.nnan 11 kThern-TN Fbw.Clacsic and firromRSter NomIr9g:O 8gldtlmpact&g114 Glazed n018&a 121,91r= Yea Yes Year WA Composite Edge Fme(glass Single Door w6h Sidelta(a) (UswingilOubwing: XO, OX or OXO configurations) 12 I. Thernle-Tru Fiber -Classic and Smooth -Star Nominal 8&639;0 SquoLimpad&quat Glazed 12411r= Yes Ye► Yu WA Composite Edge FIboj:g Double Door with or without SKWites (Inewing/Outsxing; XX or 0)0(0 configurations) 13 m, Therm-Tru Floor-CMage and Smooth -Star Nominal U93W8 elquct;lmpaQBquot; Opaque 120/2022 you; Yea Yes WA Composite FAge Flbergloss Single Door with 8quot,Non-Inpad&quot: Sdellm(s) On oWnyOutia"; XO. OX or OXO oorlligurationa) t4 nThsmm-Tru Flbr-Closale end Smooal-Sbr Nominal 6LAI ;88quat impoct&quota Opaque 12/:11r2022 Yea Yea Yes WA Composite Edge Fiberglass Double Door vlah 84quotNon-Inpacl&quot Sdons, (InwdranDutswng; OXXO corlfigureal 15 0, Thermal Fi R -Close and Smoor"tar Nominal 8&N39;0 Bquetlmpoot4 t Opaque 12C112022 Ym Yes Yu WA Composite Edge Fiberglass Single Door With 8quot;Non•Itrpad&qua; Silorti QnmMnglOuswing: XO, OX or OrX0 configurations) 1a p, Than-Tru Rbr-Classic and Smooth -Star Nominal &&a89;0 &quat;1mpa0t&quo1; Opaque 17JH1 r= Yes Yes Yes WA Composite Edge Fiberglass Oou like Door wth &quol:Non-Impaa&quot Sidelines (I naMng/outoW rg; Oxxo oonfguration) 17 q. Thermo-Tru Fbr-Cheer and Smooth-Ster Nominal B&SMB &quotNon-Imped&quot Opaque 12riI r= Yea Ys No WA Compo n e Edge Flberglass Single Door onsWrofolttsw(re- X configuration) 18 r. Thama-Tru Fiber-Clsssle and Sirrooth-Star Nominal 6114M.88quotrIon-ImpadSquot Opaque 12rslr2m Yes Yet No WA Composite Edge Fiberglass Single Door with Sdeltil (InswAng rOui9wVg; XO, OX or OXD oorfigura8ons) 19 a Therm-Tru Flber•Clswo and Snaoih-Star Nominal 6&e38;88quotNon-Impedaquot Opaque 12C11 rdm Yu Yes No WA CompooNs Edge Fiberglass Double Door with or Without Sldaih m (Imeving/Outaving; XX or OXXO configurations) 20 t. Therms-Tru Fiber-C aisic and &roothSter Nominal 8&#38.0 &quMNon-Impr3&quXa; Opaque IZoI r2022 Yes Yes No WA Composite Edge Fiberglass Single Door (Inawing/Ouly ving; x configuration) 21 u. Tharma-Tru Fiber -Classic and Smooth -Star Nominal S&M..0 &quMnlon-Impatl&quot Opaque 12Xm r= Yes Yes No WA Composite Edge Fiberglass Single Door with Sidales(s) Orsw rigl0vormng. )CO, OX or OXO conneuredonsi 22 v. Thames-Tru Fiow-CA.m. and Smoo11,41m, Nominal 8aa99;0 &quotNm Irry acil t, Opaque 1215-1r= Yale Yes No NIA Composite Edge Fiberglass Double Door Win or without Sdelitos Orlewing/OutsOng: XXa OXXO olmfigurarions) 23 w Therm-Tru Fiber-Citaelo and Srrdoth.S%r Nominal 61MI38,6 &quokNon-Impad&quok Glazed 12r3112022 Yes Year No WA Composite Edge Fiberglass Single Door mon) 24 X. Thermor-Tru Fiber -Classic and Smooth -Star Nominal 1150 e:8 kuothlon-I mpact&qu0t: Glazed 12131r2022 Yu Yes NO WA CAmpO•Ine Edge Flberplw Stills Door with $dalos(9)onsvArg/Outawirg; ,ox or OXO configurations) 25 y. Thermal -Tru Floor-Ousic and SmOah-81ar Nominal 69#W;8&quot.Non-Imp9d8quot Glazed 121'_1/21M Yes Yes No WA Composite Edge Fiberglass Double Door wth or w6hout Seelitee (Inewog(OulwMng; XX a OXXO configurations) 20 z. Therrro-Tru Ffb 1042*10 end Smooth -Star Nominal SMCe:0 &quotNon-Impel&qubt Glued 12134112022 Yes Yes No WA Composite Ede* Rbrgiou Single Door (InawlrglOule ving; XwnfiguraUon) 27 ze. Thermo -TN Few Classic and SmoothStor Nominal a9fli &quotr4 n1mpad8quot Glared 122112022 Yes Yes No NIA Compoite Edge FiWglw Single Door with Sidellel Qnsvving/0utew(rg; XO. OX a OXO configurations) 28 At T)harm-TN Fiber-Clason and Smoottl Nominal 8M19B:08quathia.Irnpad6quot Glared 12J?1r2022 Yes Yes No WA Composite Edge Flberglam Double Door lnith or without Sidelines QhbwingJOubwinp; XXor OXXO configurations) Florida Department of Business & Professional Regulation pew 1 oft Building Codes and Standards 11firm1 Product Approval Application Detain f:� I.ambL9L met Jag. g� mm Ylaim rain lhlddad Illlmigat Fac ACROM aagmng a" Rewadn 2020 MI Wlndos,e and Door &eon attarger Lute Robert Lorries Steven M. Unch PE 10oarlm 1ry092030 10115r7020 12115=20 Aoprol d Censeay: Exleda Doom (717) 305-3300 PE112514 ilrM 317-9434 "Crogdry: Sides Exterior Door Assembles UsmngenamMd.com compliance MoMod Evaluation Report tors a Finds Resolved Architect w9 Uensed Flord. Prro-mai engineer Iona tiuslear or Nam Eton glamrAneu mue L2111 aga<mdfor Uaa ` AparawderrUse InMVHZ know atmatas foreign Pnvwtt 1 BERIE9420ALUMINU M SW SERIES 420 ALUMINU M a CD OXO 12512024 No Yes No WA 145-3u&qudX&OMqud; NON -REINFORCED 2 8rRIE9420ALUMINUM SOO SERIES 420 ALUMINUM SOD OX XO, XX 12t3t2024 No Yes No WA 96LwdXa08quet NON -REINFORCED 3 SERIES 420ALUMINUM aGD REINFORCED SERIES 420ALUMINUM 300 REINFORCED OXO 12/312024 No Yea No WA 145-314&quci xguqua: • SERIES 420 ALUMINUM SGO REINFORCED 8FRIES420ALIJMINUMSGD REINFORCED OX 12r31/2024 No Yes No WA xO. XX966quotx9ill 5 SERIES 4WALUMINUM SGD REINFORCED SERIES 420 ALUMINUM 80D REINFORCED XXX 12/372024 No Yes No WA 143&quot:.W&quct'. Florida Department of Business & Professional Regulation poll Building Codes and Standards 11 Product Approval Application Detall Gem maid La alas are 2ILawam go Mgt voml !elute Shallow 9 Lloonse VAIMYed it YaIOWg aalaftif FACAmmoviel 80prervird Rµlslbn 2020 Wsyr6t7olon,a dyblon an Ovshssd Door Dwayne Kanish Join S. east. is" P. Nnenm, P.B. 1ah212D20 00/2012020 1C232020 12A&M20 Afp-d Corporation (330) 7634121 PE-51737 (904) 021-5200 CalegoW, E harlar Coon dkomisha)vnyne,daaan c aubCr.eaT 800-1 Ederler Dow bserMllea om Cer ti$t"Noauad: 6valusiion Ropgn from a FIC040 Registered Architect a 0 Uesnaed Planes Professional Engineer Hm2 hoduct Meded. rummer or -Nam ftmisiats(g(m galOUAUMMO cooma &t4au KR aMUmkgJmllu 6990MMLULUU In HVHL �HVMZ kuan maim pm m 3 BOOO187DOM200 a1105 IMMIR: Meswidat./4&A30; Max Wahl Gering No No Yee Yes •31 cOL38.00 sSlul in top ainb4411 s9d 10 8000k10G'62w M123 166a3fk Mac noldin. 148a39 Max hN9M. paring 10 12/)1/2027 No Y.e yes +SO.00f73.50 ."table In top or Inhi m odis0 section. 11 &0W/&100/8200 M124 16aa09: Mez width. 10039 MAY heghl. Gazing 121012023 No Yes Yes +34401-3e.30 awleblt In top or Inlorma01et9 s9den. Florida Department of Business Professional Regulation Feel d1 Building Codes and Standards Id2021 Product Approval Application Detail SrtMl affft or mart Bat grePmdm 20 MY9t Yadm N,,,fadu- LSGa& EOs101AJ.ltaOZE YltitlYalJh 1(JYlatlW Town= ZAQAD&ma( "mum Asia Rswe)on 2920 Carnes Dwmm OfAADG. Inc. Tan Retlay UL LLC Troy Sarrop. P.E. 12n02020 lZ912020 12212020 Approved Cangay: ExWor DDom (641) 494-2013 (954)a47-obao "Catagbry: ExlerlorDoa Canponents Iom rrbyer.moboy.eo ComplMca Method CamRction Wad a Losing m guY&tAleua�tAmrwMlwU,o Approved for tIss ImQI&1 12ldY] Had hgmMLmorlgllaoas IR.F = 2ulsltlLsm aggim imig Oe 1 60T. 707, tt7, 747. rill, 177, and 847 Si and P.9sd Flush, Germ. and 1-c-od single and pain of 17/312025 Y., Yes Yaa WA Do" holes, moral does. Florida Department of Business & Professional Regulation Pew 1 a2 Building Codes and Standards IOU= Product Approval Application Detail 9991 3tl9L.4L plea dones Doti parrell ROS Mtge Yavdm r/Duf,,W[r. EaaWriLrsoa )OtWttgSal idiom RUN" FEcAmrs.r A,-V d aalge R"Oon 2020 MI Vmndes,e and Doom grant Winger AmMoen Arch KOCWraI Steven M. Urioh. PE 11117r292g 11M7202g 1127/2020 Approved Category: VtndMS (717)385.3300 MenuhcMen Mso"mil 1717)317-8464 SoCatigorr: Single Hung bNongergimwd.00m Co pilzr" Y.Med: CnWagon Meth a Using _ Pradla Year. Iramracoma adaf!ffi inolrar3aHlugmratt In HVKi 0"0 Hyliz dlnliaDt Emelet 22 185 SH 52x72 Fln*lonp Frame IG/SG Single Hog 1ty0L2023 No Yes No .601-60 L.min.lad Glass N VJ -� > 0 /tl1 ^W �.5 ♦� Qi o- o 0 . � 0 Cn 0 '^ O c O a O W 0 U_ .0 -0 E O U O CU t► L Z Z W J rsa- ` y 11 4 "'1 C: �, a �r •. a E =3 N Z u) CU C0 O CL 0_ L' U =3 no W U) -4-ai L) ICU aeeied s< -0 O � ICU W Q W z _..I z Q J SHEET NO. PA 1,0 Florida Department of Business & Professional Regulation P.O.6 or9 Building Codes and Standards IMM22 Product Approval Application Detail 2RU IEVr1I!v or no 21k Q1010lpp 2111 I= Version tlgppnptyrfor gpyggt FroolnearB Linea VMIWaee By Yggyatp AWAIM PRC Approval Aaplivmd i�11ia Ravtlbn 2020 Thr-Tru Corporation Saw. Jaspe son Lyndon F Sdhmidi P. E. Ryan J. King RE 10)0712021 OW19=1 10M312021 I2M5J2021 Approved Cat"Ory: EKrrbr Door (800) 643-76M PE43409 (313) 7674655 Subcab irin. awning BiarlOr Door Aafemblies s)aprsorlQthormstru.co Oompllanoe Method: Evaluation Reportbom ■ In Florida Registered Architect or a Uoenaed Florida PLaaaa 14" Professional Engineer Pkoaoell: Approved for Um 1ia.ea , Product Description b Oregain V,, GIJ$IW HVtQ NMIataM Pressure 1 a ThemleTM Flber-Clwb and Smooth -Star Nominal 080*1 SquoFNon-Innspit 1&quot Opaque 12/31f= No Yes NO WA Composite Edge Fibers Ws &ale Door (inewirgPOuk"r e; X configuration) 2 b. Theme•Tw Flbor-Clwic and Smodh•Star Nominal GLIM.0 SquogNon•Impeolail Opaque 120112= No Yas No WA Composite Edge Fiberglass singyle Door with adWW*) Onare4nglOurw4og; XA, OX r OXO .Wirgurafions) 3 aThemne-Tru Flow-Clessleand Smooth -Star Nominal 051MS 0quet Non-Inger&quot Opaque 1231r= No Yes No NJA Fiberglass Composite Efts Double DOW AM or Without SMahlss (InwMrgloutomf g: X)(or O)= confaura8ons) 4 d Themre•Tru Fiber-ClwiC and Smooth -Star Nominal 76M.0 Ac not pion-Imp"cluot Opaque 12131/2022 No Yas No WA Comport Edge Fiberglass Single Door (I rimsrp/outawing; X conflgurabon) 5 a Thame-TN Fiber-Clwb and Smooth•9ar Nominal MI g0 &gUetNon-Impaef&quot Opaque 12tW2022 No Yas No WA a I. Thorma-Tru Flbw-Cloulo rM SmoothSrr 7 a. ThamsaTru Fiber -Classic and efflaoth-Star e h Therma•TW Fibr-Clmlc and Smooth -Star 9 1. Therms-Tru FibarCrsrc and Smootf ftr 10 J. Therma-Ted FIDarClasreand Smooth.Stdr 11 k Ther nol F17erCrmlo and Srooth-Sefr 12 L Thermo-Tru Fiber -Classic and Smooth -Sir 13 m, Therme-Tru Filtsr•Ce"..nd Smoethas, 14 n. Therms -TN Fiber-Cleaole and Ell cot! Star 15 o, Therrn*Tru Fiber-Craab and Smoot -Star TO p. ThermwTru Foar-Choi and Smooth -Star 17 q. Tharm►Tru Fiber -Crab and SrfooN-Sir 16 r, Thamut•Tru Fiber -Crab and Smooth -Sir 1g a. Thrma-Tru Flow -Classic and Smooth -Star 20 t Thenme.Tru Fib*o-Craak and S oofl Saar 21 u. Thannal Flter•Cleak and Smooth -Star 22 v. Themno-Tru Fiber -Classic and Smooth-6tar 23 w. ThwrfwTru FlberCleak and Smooth -Sur 24 K Theme-Tru FibrClaseic and Smooth -Star 26 y. Theme Tru Fbw.Chl"lcand Smooth-Sbr 26 z. Thermo Tru Fbar Classic and Smooth3tar 27 za. T'hwma-Tru Fiber -demo and Smooth -Stir 20 zb. Tnrma-TN Fiber -Classic and Smooth -Star 21) sir Thelma-Tru Fiber-Closs)c and Smooth -Star 30 zd. Thrma-Tm Fiber -Clears and Smooth -Star 31 za. Therms -Tins Flber•Cassic and Smooth-Stor Composite Edge Fiberaha s Wale Door with Sdelae(s) QmrMnWOurWro; XO, OX or OXO nxamipurfgons) Nominal 0&a3B;O8quMhon-ImpodAquct Op"Us 1213112022 No Yes No NIA Composite Edge Flbrglw Single Door grWnutwourwng: X configuration) Nominal 0&M3gA&quotNon-Impsrlaquok Opaque 1213112= No Yea No N/A Composite Edge Fiberglass Single Door wain SgelNe(s) OnsWng/Outswing; XO, OX or OXO configurations) Npmha10aM Olquo1;Non-Impact&quot Opaque 121310= No Yes No NIA Composite Edge Flbamylem Double Dow VAR or Vtlnela SMOI"s (InsMnyoiawMng; XX or OXXO wmpguaaona) Nominal 69M39:84quotNon-Impsct8qu0t. Grzod 12)31Y2022 No Yes No NIA Composite Edge Rbaralw Single Door i1 noWnWOu0pwio; X oordigunron) Nominal (IfUl 88quctNon.l mparAqudt Gail 12151r2022 No Yes No NJA Composite Edge Fiberglass Single Door lath Sdellfil (InsWrg/Outswing; XO, OX or OXO mnfiguref ono) Nominal D&M Allan otNoMlmpeadqudt Glazed 12/3lr= No Yes No NM Comogdr Edge Flbagiw Double Door wah or W V=A Sidelroa (InowNlyOurwing; XX or OXXO ponfigursions) Nomnal 78M O&quotNon-Impw*u4ot Glazed 121310= No Yes No NJA Composite Edge Fiba(glw Single Door OmlMng(Ourwhg; Xconfiguration) Nominal 7&1LWOgquotNon-ImPscf&q-*Glazed 12131t= No Yes No N/A Composite Edge Fiberglass Simple Door with Sldellb(s) OnsWrglOt4woolre; XO, OX of OXO configurations) Namhal S&M3 O&quotNon•ImpeRAqudt Glazed 12rd172022 No Yes No NIA CanPeafr Edge Flit"Im Single Door prdlwingrourwap: X m111guration) Nominal 6&M39;0&quor.Non-Impsobiquot; Glazed 12131I20YS No Ya No NIA Composite Edge Fiberglass Single Door Mth Sidelite(s) OncMnplOuts thrIM XO, OX or OXO conOgutatlons) fJarllkel0&M39;0&quotNo.1 poeSquot Gsteel 12A1r2022 No Yes No: NIA Composite Edge Fibrglss Double Door lath or Wash Sidef ll nneMrg/outswirg; XX or OXXO conflaumbons) Nominal 0&NM:8 &quotNon•Impspf&quot Opaque 12/81= No Yee No NIA Composite Edge Flbrglw Single Door with Transom(Inaw 9;OIXconfiguration) Nornhr all &quotNon-Impsolli Oprlve 12/SI M22 No Yea No NJA Oompaita Edga Flbwglw SlagleDoor vt S'deike(a) and Transom (InrwinWOurbi rag; OIXO; OroX or 01OX0 eonliguratieris) Nominal 0&M9;a&quot;MGM nigavil of Opaque 12I31/2022 No Yoe No NJA Compare Edge Fiberglass Single Door with Sddh(s) OnsWRW0.tsWrg; XO, OX a OXO Continuous Head and Sill ostMgurstiotis) Neminsl S&aCiD,O&glaethion-mlplIcMquot Opaque I2/31/2022 No Yea No WA Composite Edge Fibiorgen SWppIr Door with gdriuKN O WG nos nsMn urM ; X0, OX orOXO Continuous Had and Sill ooffi0uredone) Nominal W"11 scluot Non-Inpaca&quot Glazad I2171/2022 No Yee No WA Composite Edgs Fll onarss Shale Door MM Weill Onawtngrourwlrg; XO, OX or OXO Continuous Hid and Sill configuratk7as) Nominal 8&M:O&gwtNondmiss"cluot Glazed 12/3112022 No Yes No WA Composite Edge Fibergra &ale Door with Sldrm(s) (InsWriWOurMng; XO, OX or OXO Continuous Head and $11 configurations) Nominal SliM.0 squo6Non-Iripectill Opaque 12131/2022 No Yes No NIA Composite Edge Flberglees Door Panels with Vented adslfe(s) On"nolOulawlre; M )M or AM configurations) Nominal B&M011iquot; Non-Inpad&quct Opaque 12J31/2022 No Yes No WA Composite Edge Fiberglass Door Panels with Vented Sdd&p(s) 0naMnp1OuWmV; )o( )0X r)OOO( gOnrgUnfibns) NomIM18YC)0;88quotNon-Impsd&quoit Glazed 12(31/20i2 No Yes No NJA Composite Edge Fiberglass Door Posner vat Vented Sidelba(s) Onsw(nglOurwWa; XX )=r)O= configurations) Nominal 8401WO&gLoMNon-lmpa"Qwt'Glazed 1213WIM No Yes No WA Composite Edge Fiberglass Door Panele LNG) Vented Sidrbe(s) OnsMngrouWAg: XX XXX or XXXX CbrKguratms) Nominal 5AKet;8 Scuot Non-Impact&quot Glued 12/31/2022 No Yes No WA Composite Edge Flberainsl mole Door with 3&MD SdeIW.) OnswnglOurwing; XO. OX or OXO omfgurallons) Nominal BINKSi8&gtZtNon-IrrpMr&quot Glazed 1201/2022 No Yes No WA Composite Edge Fiberglass Doubt Door fifth 30M38A BldrNes OnwvingfOurrdn0; OX1(0 configuration) Nomial80hM38;00quptNon-li paol&quut Gland 12/31/2022 No Ym No WA Copp FiW leas Sin Is Dow with3&A3Q0 Posits Edge Ig g 5rlel s nsMn �y�urYa � XO OX a OXO ' .^\) 0 pro rag, , =figuration Nominal 8& :0 &quotNon-I mpatz8quot Glezed 12131I2022 No Yes No NIA Composite Edge Fiberglass Double Door with 3L%W;0 SMeifas (InowlnWOutaMng; OXXO oonngurallon) Nominal 7&M;O&gUotNoMimpaot"uct Shslor 12/3lrA= No Yes No NIA Sirs Composite Edge Glowd Fibefole"Single Door wit or Wthoul I ltil :2 Sodas($) OnsMnp(Ourwhg; )C OX XO or OXO configurations) Florida Department of Business & Professional Regulation Papal a1 Building Codes and Standards t&=I Product Approval Application Detail - TO Y� 1 )YB{�Clld7II contact OI Rsaillow ValAlhd lac � �tQ Am dp�IaQ aloes AfInW)on 2D20 POTlnduerl. Jane Rovevid Mer*Oade 9CC0- CER M4mi-Dada 5CC0-VAL 11,10=20 11/0512020 11111r2020 Approved Coppery: vondows (941) 496.0100 (T6g 316-2590 adredegorr. apse Hung Ir.or.M@pptlntfusres.,a n.rn. McMod: Cnralcesen Mark a udnp om .. .. $tag Product Ill Mapper a Ypro A oral fLY0 C9.4dalad"My E.MIMI tisdafYe.tn6lt aftlaad finical 2 9H584M turns. W.da mp.d) Vhy1 Bleple Hung VAndoa 07A, 02026 Yaa Yes Ya WA Florida Deparmert of Business & Professional Regulation Pop I a1 BulldingCoda and Standards 1e2D21 Product approval Appllcadorf Detail SAat Eirhiat' All am )a%L&WIM ale irm Y>'rsiw ma01tilla[S 2MLpl Ancinverluntateo Valldfad av Yllddd khadill FaC Ammd Agg@Jnd Awo Af molal 2020 POT Indusmes Jane Renow.M MamFOade BCCO-CER M-0.44 BCCD-VAL 11Q5M20 1110UM20 11141/2020 Appra.W Clog si MAddw. (041)40"M (786) 315.2560 a16Cdagerr. Fhad ItasonMapodnckj nets COmpkfi s Method! CsrlR4aeon AWHr or Lhfing e1p - . jaulil 9etlkrApsloow Amdwdfr lla Amrandrrlla lowest 229M AtaA pros Yeas Mrar a lrrV predual, bearriodern InBlali arAdtr M1ett Btdltd PJ2u m a PJd3520 fLarpe Mtet impact) Vinyl Fixed VYIndow 044"023 Yes Yes Yea NIA Florida Department of Sualnose & Professional Regulation page 1 r1 Building Codes and Standards IRS= Product Approval Application Detail raft LimtilLs Nit ale CatP"doa Jane dyad )0olm a mumaLC Credal fwnaLLamml Yramom Yaw" ahamiw IrBatis-ew amour Awl RW.i. 2020 Jun" Hardie. guldg0 Product. Inc Chad Oledt V. Andrew Tan John aoWhord, P.E. 011115/2021 12/102020 DLtlgrl021 ding FSC Aw Calapry: Pane War Dahl) 545-83e1) P68102 (352) 3r-2529 adocat4gory: gidno ahsd.dbrekselams.hrd Conp[kA;s lisdo(k EvaNlOcn Report Iran a •gym Fledda Registered Arddtect we Licensed FROM Prahni-ol Enaher Jt Product rodY. ManbrrNam product DiscretionDiscretionADwrMdfr Oao Amrovod nit Use RUN gadw A" fa tractson" Dag In HVHX outside sm &esktal Pressure I C.rpl.nk Lop Sdhg l bar-prwnt rep eking 1213112023 Yes Ya NM N/A 2 H.d. tnk Lop Wing lba oomant lop skins 12912023 Yes Yes NIA WA Florida Depsrtmverd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop 1 off IOM2021 has Ymka lb-hi1amor am961 Ea6112uLAIMM Ydbk B. Ys1i" AiOm)aad Fad ARKM" a" R.VIW 2020 TAMKO BU14109 Products LLC Kars Eden Robes NNminen John W. KA*nAm, PE 10o4n02a OSQ9421)20 I0na2020 121ISM20 Appall Cdigow. floating (41718244044 PE-3016B (954)7124M "Category:.Ualedewwrts kam_arW**Rko.can CWV)rhn No hoS fWAIRUm Report tom a Fiadde Registered Architect or a Licensed Florkr PdeseiW.I En91- BaIWu.AlMuaora, ABpraysitarLaa AmIa11".(OtJlar mill sinks Arai FvdadYeiA.M,eherrse.mer JProduct pppghmoq 1,HVHIi Oubsid, HY11111lffWkl Priers 1 TAMKO Rod Undarrymerms(HVFQ) Roof undedeVmmis for us. In F BC HVHL 06 /2023 Ya No Nei NIA Iurledadcas. 2 TAMKO Roof Uaedey.wrns jMCN+NHG!) Rol undedaments/.f.. in F BC nen-HVIR 0602SAIM3 No Yes N/A WA IWladaddn. Florida Department of Business & Professional Regulation peas I of I Building Codes and Standards IM11=1 Product Approval Application Detail SSB LOYa[ m4 lids CKV,ptldOa ate MOOR Version messismim QE= PAMmlEAJ&M l yd m" riw" Bamtkf Ll BINMW eaten Fume- 2020 MI WMda.A and Dora grerm9Nlnaer Amedan Arohlestolal Steren M union. PE IM11=20 104)92020 101IW2020 Approved csunw.•"dows (717)385-3300 Manufacturin Association (71T)317.8454 MCa Ptr. Hrlromal 3111r MMhpr@mhad.can Cprpllonce Method: Clrtlaci0en Mats( a Losing gdmCA9MgrYd AmrovW nor Use Amrovod fit Ilse had Dom AMA InMyNt )7111doLilYl1i 2299" BMNLM 1 Ha 186 Fln end ,.no* Fromo 73421nsukdod pass owenou No Yes No .55/-55 Florida Department of Business & Professional Regulation poor l oil Btlil3ng Codas and Standards IN1 Product Approval Application Detail Caia apYtr�r a" JkLL n am mm Ysaka ItllndedYd[ Contact :OdmSA.6�f! Vddd d ter YWldtd Jls&!igligai P&C Amrovd Manned man Rwi.ion 2020 MI vylodawe.nd pairs grar Shinpor Luis RLaws. PE BtannM Umdn. PE loffim D20 IM6,2020 10MA2020 12M5/2020 Aupaad 00.9rl Whdews (717) 3et-3300 PEr62614 (717) 317.8454 art co1wry: Mdlms bNtlhp.ramhrd.oNn Crrp lao" MWM* EvaNrlen Report tan a Florida Repiohend Arrhilaa or. Uansad Florbe Prdepi.n.l Engine. OuNMANWMK anmapuL= Awenlr la. marl nWm it" PrMuatMadd tWmb.era.m. agalaamoop r I,MVMZ nungLm assisted l:cearmt 2 5784 V.r6W Numnum Mullen 1201=24 Me Yes Ye. NIA Florida Department of Business & Professional Regulation P.02a2 Building Codes and Standards 100MI Product Approval Application Detail Qft Wei w Jill an cJ ftndw ale ])rate MOM xgw " BamB" Eed A-nwW Aastaum Bon Motion 2020 Abbe Nick Thanpsm Lyndm F. SAhmd, P.E. Ryan J. King, P.E 07052021 021152021 02=021 04132021 App..d Cdegay: Pone Wells (330)822.2389 PE-43409 (813) 787.8555 9VI CateeerY• goals ram-co-gleiside.arn C.npllmala4Ma: Evaluation Report fain. Florid. R.glstrodArchwdtp. U-sed Flood. Prohnicsionel Enoneor _gmdbAuWAM Amend it vies A.raad Iv Use boa 2 sea 4 Pro" Model. Number or He- Product asaenmm ComrJ bmlydlm Dda in NVNr Craeld. MM2 go~ Msi um 1 LAqu(12TIl grmlt Vent or Solid Vinyl gas 1201=1 No Yee No WA 2 h auNcte4"t. T4&qud; Split Vent W Sold vahyl Sofa 1213112023 No Yes No WA 3 C. &*dt.Gronbrar Wdapa BMdedO% Son Vent or sold V" Soft 12131=3 No Yea No WA 4 d Lquesoll lua; SpMt Vent or Solid %AM Edo 12012023 N. Yes No WA 5 a &qud;Chrler 004quct SdN Venter solid Vinyl Bala 12t3l=3 Mc Yes No WA a f &qud:Slp. Bpseaquot apse Vent. 61did Vaiyl Soar I V31n023 No Yes. No NIA 9111111 leaps YMil manufacturer ReMsbn 2020 L V. Thing". Inc. dN Thompson Archilecturel MdtbC M y(TAMCD) CA1eW. Rooang "CMogary: Rodng Aeoelown met are an Imo Pen ame Rising t/m Compliance Mrhod: Elefusilm Repat porn a Mode t Registered Overfed or. Ucen.a Florida Profesebnr Engineer A"! 1 TAMCO Flat Top 00-Podae Vim with Bede Wr Toe 2 TAMCO Goosol Vent 3 TAMCO OIFRIdpe Rod Vent with Base 4 TA&iCO Round Top C*RNlge Vent with Beak for Tile Florida Department of Business & Prafasional Regulation Building Codes and Standards Product Approval Application Detail page I or 1 1 wmIl KR t1LOt Nit rah be* Willing no Gasel IMIN1VAlk NA XMWdI ffi Yaw" selemttW FeCAmraw Aaam)ad mi aLL Tony Christman Down R. Prue Stwon M Unch, PE 0917r= 0IY7a2020 09J=020 12115=20 APp0n41 4613)246-3458 P674mi (71T)3174M4 tmy(gparM..mMg.com Pu2ksuml dww ramadzuka Lm Aggravates for use Amowd I,HvMz 2WIkk1DtIL for use ball Aumm 22 t mrwta 26 ps. side roof "dolor Met base 09109/2021; Yes Yes NIA WA 20 ga. OIMmaw No Yes N/A .0/-524 Mae. ddc toolvodWw sOh Integrated baffle OBPM= Yee Yes NM WA 20 ga. side roofvediaor with belts 06MO28 Yes Yes NIA WA Flodd9 Depafbmrit ofBLsinm & Professional Regulation P.O. 1 ofI Florida Department of Business & Professional Regulation P.pe 1 a3 Florida Department of Buslnets & Professional Regulation P.6.1 .11 Building Codes and Standards annb2l Building Codes and Standards IR1N2+ Building Codes and Standards 10,022 Product Approval Application Detail Product Approval AppliCa" Detail Product Approval Application Detail CAM bray mta ads Mb Pod m an Daft fWXK am Alf Dugla &tor go code EmMv at 20 )fie DWI Pending Delta an Yftlfon Aliffulail races 1mwwmLiUMM Y:IdI & zoom= alb FBC Aomavr Apamto a" mm Ymlon 11soaill' rs C d a 1,,km A ustrose Yr)d;"]IN L YIIBlad hiledd MAmrard AggQneffel soli Ilas Version Manufacturer caalact EoaloutJL LiEsiu Validated Validated lleahmbill PaCAoorovol AncI l9Q iBd((g Revision 2020 LOwnm KeMes Jawy James L Buettner, P.E. slaven M, LOW Pat 1123rm /14212020 lir4 J020 ding FSC Asp' RsMetn 2020 petal pool Anderson Olson )APNIO Union Ev b atlen Gary W. Walkr 114312D10 11102020 14N812020 Appr044 Rowlslon 2020 Global PrOteclbn Pmtltpla, LLC. Tim Roblhebn Water A. Tile Jr., RE John W KnaMich, PE OWpgr2= MOW= 10101/2m 12MG M20 Approved Colaoery: Roefng (501)0836163 PE-31242 (717)317.8454 Calbo y. Radnp (801)380.6091 StrAceLLC. (206)954-0teo Category: Shutbwx (964)NO-7545 PE44157 (054)772-8224 SArColognfM RednOAdessearto that are an 1404yeldmnoccorn eWCweerr. Roing'nhw R4binMdonsw9banl.m ahgony tim.robinaon ®pppsntoom 1Morr Pan ofthe Rooana SydW Report Campliana Method: Evoeurlor Re from a m OOmPllanos Mefhod: Evaluation ftap9n from a Coni ftodP vale Cop Ragan aom ■ Ilan. slashed: !A WVRHbn r a atbn fly Fbride Registered Architect a a Licensed Florida Florida Registered Architect a s Licen and Florida Prefesson al Engmsa Prd4s u.01 Engineer .... ,,:.. ,,.. _.,, auwb-4Aur� AcionsIand far ass Ace mm aft Arad Reim! M.dd. l4arihr a wm. BMAELOLUdllfa Qgit!lBatrYlnanit JlllltOt SiYAIafd11M� Approved far use laasti Gtllaa t pproved for Lin lmmd _ Belt atl a plan Fiat P dt -Denys, CO 12 312D70 sib vie MA N A ProductJ � de Eyrhaa0a Dale 1 V Outside HVN2 tee Prnoum 412Mfor. oulai llfald � Thatch Gape Godson lted Steel Storm PanakMVHZ Compood Go"neVAd Steel So m Posner nri netl 12131J21J22 Yes Ya Yes Yes NIA N/A 1 Deck-Air'r OM a TR4BuiN Dark -Air DM Lw Pr Rod Vent 12r102025 No Yes N. 07.5/•a7.5or 17 8axmy 600v8rr Snake &pprtla. Yp: SON shad Flat Profile-0=00. CA 12ilflmo No Yes MIA WA not trades is) plobC ica, e A fteMpylaa Plywood Meenenl.NAsaeneOle Pywaed Osr. 18. BrmY 800-filet, Shia. tamp; SON shake Flat Prole- Ri.io, CA 12f31rM20 No Yee N/A WA 2 24Oape Grwni2ad Steel Storm FanerrNHVH2 al Galvanized Sb al Reim r I]pnlupahad Oekanized titan 90orm Panel retained 12191120Y2 No Yes Yes N/A 1B 20 27 3samy 700-eh.ka, Slot -A. Rp: SON Shah Sasmy7g0- abehe, awe a.mp; SON snake Tines Espana I Barcelrn. Flat P.M.-Moekt., CA 1271/202o Flat Profit - Rlalo, CA 12/31= High prole - Kay, TX I2012020 No No No Yes Yoe Yes MIA NIA NM WA WA WA or not by vaeir to provide humearle pror(dlon. 20 mile Law Pis. - Katy, TX 12/31am No Y.. N/A WA Flonde Depadment of Business & Professional Regulation Papal a+ Florida Dapertmerd of Business & Professional Regulation P.01 al Bul Idlrg Codes and Standards 1n2w1 Building Codes and Standards brawl product Approval Application Detail Product Approval Application Detail Swag one& no an Jkn-mctm data raft 1ht11tYg an are am atedhin no Moat immo mama m &Rlm FOMOYsl"i )91w"lK MUMS BfadB" fBCA-,,M Ap"und Bon Ian XKMM Nmmchia riadal CEMOKA WM yAudgm lL XMWWa SAMUtW tAgAmand AROMWA aa" RGAIAW 2020 Apirr cat"Mr. structural Components subcragary: Trust Plata Stuart Lewis ICC EVUm SOW Snake, LLC Wiliam M. Ranieri. PE 9321)710-337T (407)601-/917 d.M.®.Wheew.can 10AIM20 1=Z7020 1110MO20 11M0/2020 Apprae0 R"Ww 2020 Cafan.dai Cenorese Productive. ealour. Sraalied Conpanaas aubcdegery: Products Iraoduced as a Result of ROW Gill. Sommol A Onalftberg Jenn HoY f613)O5e3707 PE:34245 (35M 5M.5311 P-0901.0yabm.eom 12n82020 12flow2a 12Jw2020 ding FSC Appn Ca "N" Mthod: EVaUYIen Report from a Naw• TechrdggY Product EV.iatim rainy crfpllana Method: LAaivatim Ropat ROM a Floridas Rl.tndMnNed as Licensed N.M. nos Professional FnMna. atat"prod 91dbAuv al 1mm Contract RminikIIaat AMMMABLUE ANANWBLRK a�d 1MVINZ mml Aldea t 20M Pressure Amara Ir U.. 1 2 3 MIN BCGApw Higher 8bengh (H &amp: 3) friar Api aCGw War Plata rnv scoo pw Ttute Meld Connate, Rat 12/312024 Metal Comeau Rat 12131=4 MOM Cam sehorPlet 12131=4 Yea Yin Yes Yes Yes Yoe NM NA N/A WA WA MIA ArAA I :L? II"IL.Baldlsxtilpl crafty Proar or ComRrdd Concrete Products product 116actriallon crvsel tselydlm era Precast and prestressed Concrete Uhlele W252024 Aop�t"Iptlks In MyMZ No Yes IBM21= javestins NIA WA 4 nW &CODVpne sum Mate Cdr. "W Rote 12f31=4 Yes Yee NfA MIA Florida DepaMent of Business & Professional Regulation Page I of 1 Florida Depsrk7Mnt of Business & Professional Regulation p4r 1 ef2 Buiidng Coda and Standards 11p2021 Building Codes and Standards 21 Product Approval Application Detail Product Approval Application Detail Argo Version liabaledller him rmolam Swnman&Lkaa. Vdldodbi m am Dab PN d" Yaw" BiBW" t89Amrml Jkl! Approved Ail ma EdIttJY no ors Dab Is kmm 20 lease ydlllan Monufktura lamed aodamcilJoinses Vaddatee Yaliw BuhmWef FICApprovet Aoent mom ReNslorl 2020 CAbT-CRLRE USA,. LLC Craig Perm Mum -God. BOLO - CER Mlom-Ad. 3CCo - VAL 1221202/) 1007/2020 1127=20 Appwed A1Amrkn 2070 Nph. AWrmum, Inc, im ant Luis R. Loins Seen M. Unch, PE 11nfi/mo 11/18/2020 1120/2020 Approned Cotoaoryl structural Carpmants (013)SV 4e41 (780315.2500 Carpay: Panel Wrl4 (407) 00&2006 PE.62514 (117) 317.8454 eubCabppry: products lmrsducedesa Result a cparchegpadmtpm AsIsCotg.ry: Seats .phedumnanknctgyaho New rsaiRrolgy Compliance Method: CWW*Wn Mork or LIM# Report Funds lRepWerd Archft..t am. Uasnsatom� c.can Prof. imd Engineer �BdASMmts ApM-,dt,Use agam LMLYm 1=9 206a AKE lSMhad Rmrk 19a Cd*&d g mloam Dole In tldli OlMde111Cii Afflium Postal Cudw Aertrna ADarowdrr Use Aaa�r ypg rr ua J� ppym 1 High Strength Cenareto Lntls 4.6. 8. and 12 thenw1de ends Offi2ir= Yes Yes WA WA awl Reds Yanfa. IL-_r a Ise- iru xLcm &LgL2" IRA= 2 AggLl ii Ant" PJmum I Apra Ntrimm Sold liamp: Vaned Aluminum 80010 CMU &.mp; Wood Alpha AMmlaum BdM&alp; Vented Alunnum 07I30f2023 Soft Cl some; Wood No Yes No WA Florida Department of Business & Professional Regulation Poa. / d2 Building Codes and Standards laawl Product Approwl Application Detail 1im Veslw Manufacturer woad lhohMALMU Y&IW1W.By XMW" Stroud PBC.Apaard Aarmrd slain Revlatn 2020 Mrrok Inc, Erin Woman IOC "VOW ante, LLC ICC EY.Iuetim 84rv", can 7n021 06A00021 INVI 2021 Approved gdepay: ahmtwol Corprnaras (952)698-MS LLC. eutiCatpory: Trust Rain ewlden@ml.cem (2051 A".8800 CWOIIIMV Method: Evaualm Report from a Produd Evol than En zee lay ...Quails, ... . . Assurnefe, Amrova fit Uas Approved for Use owl aft laa! Wl Cbroad toolydlrtaie In HVI i 4uuldtx)91t altdow Nmwrt 1 M18ARS is) so high *twain huY sann.aa plate 12t312022 Ya Yee NIA WA 2 I0118Hs 14 ee Moor bsf tpenath trust connector Pale I V312022 Yes Yes MIA WA 3 MI 18 is OL wa cenn.dor Oat 12/31/M22 Yes Yes NIA WA 4 MTISMS 18 ga high sbwgth truss eonnoda plot. 12131=2 Yes Yes MIA WA S MT20H8 20 aL high 4111"Oh nos eennedor Oat 12r31r2022 Yea Yet NIA WA 6 TLIs Mile / a a.. V.. _'W"Oates 12A1=2 Yea Yes NIA WA 7 TL20. M120 209L Ouse pennestor plot" 12131G022 Yes Yes NIA WA Florida Department of Business & Professional Regulation Building CAxles and Stand ords Product Approval Application Detail Paps) off INZ21 loll entire a all lalu t Clafline Jmtt mm Yalm ate. sma 1:glmrtursas xamml.ii Ylltll" Ill 1FINCAncursavalAp�nd Bann RWV1W 2020 MI Wlndbws no Dons grant sOlre. Ameean AJchlodural Shro n M Urich. PE 11122r= 1122nOM0 IU7Hr1020 AW*Ad CMogoll WgndOws 017)sed-3300 04-lorhmrs Asamtfim (717)31T4454 IsOCY.pOryt Fixed tremnger@mhed.om Compliance Method: Certification site. or Lis hi suds IARIA ream," 91a8{►At1Wf� Agp[alaifOLpl! Amtoy"lre[Lm ImBaY aml" sea! ProductDNCMMn r InHVIC 2ktdo1= Resistant PJam[t 1 les plat 73. 72 t-AMind des. o4mall He Yea No .6040 Florida Department of Business & Professional Regukttion Building Codes and Standards Product Approval Application Detail Pearl al 101=1 QM Sol as olkhm= 20 mm Yfalm 1lmuhk Wdt )idbgr � a ueaMayeildim it V-1idg 9 &Mai Fad Alma Af-dion 2020 POT Intlierie4 Jan. R-nild Mam40ade OCCO -CER MamF0.d4SClA-VA1. 11105020 11,05R020 11n1no2o App'V+W Cslogw "ndows, (es1)485-0100 (78W 315-2990 8.1 CAagmy: Mullane IrdadweMQpgtlrWeolesc Cpapien.leaMetl: Coruscation Mark a Liens offe .SIiUAANK M AOMMM&l1zYY fim mmimAn mart Daft Asa! Numl W Name CoAat gym) Saa ei0Gal In t)Mi nLdYftsm Mideastt 1 Muaene ra Nl Donnand"reows ANmhurn Muaom 6/212020 Yes Yes Yea WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application D41tall Peas I a2 110=1 Gm Matra Jags ass shores no 1M Me[!rl MmLdl wrw addict soelaa.allc.raa ( Y)Ylfd"awmaid PICAmrovd Aomwd AYBn ROMOW 2920 GAP Mideel Bush Robin Mamm.n John W. Kn-IM. PE 09426R020 DO2MAN 10MO20 1215f2020 Approved Category: Reuling (600) 7"11 PE•SB166 (054) 772-0224 aubCaspory: Asphalt Shapes mathi?pd.am Compliance Mdhad: EVetudiro Resat from a FIo48 RoglNarodArchReot or a Licensed Florida Proreeelonal Enener oudw Aae.aea Am[malt LM dmravedfartlia NMI gWat Jjgga Reid Yedf. Mae6er r Ilanr 1priall Coscriction L4yresiErtlrlkoaait I, MV R Jh,IlaIdtlAtfi PA%kMId PIG. 1 GAP Asphalt Roof a inglas FEere.rnlolurood 3meb, Ia ir*-d. bib and 12MW2022 No Yes N/A NIA RICO k]ps Vernon shingles islit mm V~ Manufacturer R.Msbn 2020 Florida Moos Pfeduels Inc. Catepar: Rodng SubCat porn- Rcofng Aensoarunt lire art an Imepol Part aline Rednp 8yetam Ilaw. stated; Cod dim R. Camp .tan u pat from. FlbrldaRsp.h mad Artln cta. Licensed Flen dos Prd.nl.n.l Eno.- 3 ad& 3- FUILMA 6qud1:RV 10 Ridgo V4aaqua: Florida Deparkslard of Business & Professional Regulation Building Codes and Standards Product Approval Application Debll Peal or $*=I MOW ff pare 111111, ala PMdl i nls sated and aw a License V.110" au VYI&YW &IbMWAd PaC Amrmrd )1� orgy a rs CINN Jenot James L. BUD",, PEG St- M. UrAh. PE Dk272p20 0625rM20 10XMa20 12MOM20 Appl-d (904)78341400 CBUCK rile. Ing (717)3174454 drrkg)eamea- FE•31242 Amravadter al Approved for Una kwm Iilallm wmwmRMp.ivt�Ntlaptnedrooaraenata 12)_ Y MIA t � from (IMS' Aluminum Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page I a I 12MO22 990 Enthwor 20 go CAN pandind am I= Version MiagiluMlgi 20=1 ImMMLAJkwu Validated au MlUd" StilitWO" FBC Aooroval Aggroygp Am" Rwrial 2020 NI American Shudara and Gill" Mho Berbion Frank L. Elimmilll P. E Troy Bioh , P.E. 10r2g/2020 10/154M 1110Y20M 12115=0 Apprwed Category: Snuffing (561) 712-OW PE-0048640 (954) 947A86o eubOallooW Sferm Posner mikeb®altmorioanshune Campllenoe Method: Ew1urkernitepwtfrome n.mm Florkla Registered Architect or a Licensed Florida Rdaalonal Engineer F1:rt7a64saPtfaaUeaa - ..flla Appw Use A•oomled for Um Jmprom t� ProduetMedd.NumbexMme AoductOaadtetrCantarl�6OutakMNVH2 Resident Prwura 1 24as GaNantad t'stael9gom Pomele 24ga Galvanaed Sind Storm no 1231 f2022 Vas Ya Yea WA Florida Dopertmerd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail paps 1 off &t4r2D2i Smile mum of an an M It"Veaa 20 Iran Yatmap Meavot M JAlessl goobWALIMM Vdldfa a xmkm" tallma(" FIRM A-llmi hm mina Jima ReMeam 2020 W"Onatum Rob Baldwin ICC EVWUNM Ssnlce. LLC IN Lomr. P.E. 020=21 IWIWM20 021D31021 Appped crteennSmall Cnnpbrlafq (253)W24-0471 (east 839.3288 SWCO.aary: B1oel.red Lumber Rdxn.B.IdMn @wyena CORpllann 1114thod: LWurion Report lydm a auaer.own t. Product Evaluaton Ently AWV-&AUUM AMXM%d&Lft AammfNlr.Y>0 mml !» A"t Product Model. figal w Nam hoductDlattl"gn c In gym Sadsidil, i Retail Pressure 1 Mcrden LVL Lamhslsd Venter lumbar 03A12023 No Y., NIA NIA 2 Pardiam P8L Penelel Strand Lumber 02/3120t3 No Yoe NIA WA 3 Il.br16/nd LSL L.mnoted stand Lumber 02131=3 No Yoe NIA NIA 4 TJ Pom Board Sruetuml Compoete Lumber or Oriented Stand 02/31=3 No Yes NIA WA board Ram Bard 5 WIrywhoau Rolland Cdonted Sand Beard Rm, Road oullir 2s No Y.. NIA WA .g^..+A ^W W^ VJ N CU ^, Q Q C O O t_ .CD CU U -0 M O ^ C 0 0- O O CU 0 O CU •� V CD L_ CCn Q� tor/ /2 CX I` v .a C ._ cn Q a Z Z W J N` �po 's M N �a d :Q C W lu. a✓ " 1. CN n .. 1~ J 0 t"K _ s > J ..- W Cn QD -4--of Z Un CU C0 O LL CL O CL L U O Les W U CIO o0 � Q CL ises- O L W Q W z J z Q J d SHEET NOr PA 1.1 Simpson Strong -Tie W20 FBC Approved Products updated 12rao/2o20 Simpson Strong -Tie 2020 FBC Approved Products updated t2dOr2020 to SST tatetl bNew, CLICK asps Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to eII S87 approvals rated below, CLICK HERE updated 12/30=0 Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to Ill SOT approvals 11Stetl Uciaw, ri ire Mcec Updated 12rM20 For f1Kt Inks to all SOT approvals lorded odav, CLICK HERE. Fa sddrwnel information regarding Florlda's Statewide Product Approval System and Marra-0ede County Notce of Acceptance (NOA), LUCK HERE. For rise} InKS all approvals Far additional information regarding Flonde's 8tatewlde Product Approval System and Mnta•Dade County Ncres of Aoceptance (NOA). r_� rCK MERE_ For additional Information regarding Florida's Statewide Product Approval System and Marn-Dade County Nano° of Acceptance INOA). CUCK mgmg. For addrbral Information regarding Fldnda's Statewide Product Approval System and Msrni•Dade County Notice of Acceptance INCA). Swratiout FL010488 R8 11 HUS, HUSC series hangers Face -mount hangers Width$ i45116" FLa12355 R7 FLiM0446-1118 9118" and heights ranging hbomle to 11p.n Conoealed flange version (HUSC) available for models having width equal to or A2" Product Model. Number or Name Product Deacrivition And Product Modal. Number or Name Product Description 2211LE Product Modal. Num mar or NameProduct Description greater than 3.9116". 1 Tilton Stainless Steel Concrete & Masonry Screw (ITN-55) 1/4" diameter Titan stainless a" masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 2 BT, BTB, BTH CMST12, CMST14, CMSTCI8 Brick Tics Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718' to 3- 2 APA21, APA4, APAB, APVA21, APVA4, AFVA8 Outdoor Accents Angles 5/8" and heights ranging from 9-114" to 16'. 3 APB44, AP644R, APVB86, AP686R, APS88, APB88R, AP81010, APB101OR, APVB44, Outdoor Accents Post Beam 3 CS14, CS16, CS18, CS20, CS22 CSHP20 Coiled Straps Coiled Straps 13 LGU3.25-SDS, LGU3.83SDS, LGU5.25•SOS Face -mount hangers FLOONS-Rd 4 APVB44R, APVB86, APVB66R, APVB88, APVB88R, APV81010, APV8101 OR APDJT24, APDJT2R-4, APDJT2-6, APDJT2R-8, APVDJT2-4, APVDJT2R4, APVDJT2.6, Outdoor Accents Dock Joist Ties 4 5 CSHP16, CTS218 CompressionlTonsion Strap 14 LU24, LU26, LU28, LU210 Facie -mount hangers Dascriotlon APVDJT2R-e a DSP, SSP, TSP Stud to Plate to 15 LUC26Z, LUC2102 Face -mount hangers Sao # 1 Product ModN. Number or Name SD10112086 Product Outdoor docents Connector Screw 5 APHH46, APHH46R, APHH610, APHH610R Outdoor Ascents Heavy Hanger 7 H1, H10A, H2.5A, H3, HO, H7Z, H16, H16S, H16.2, H 16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- 5/8" and heights ranging from 3" to 1 a15i16 2 6D9112. SD9212, SO10112. SDI0212 Strong -Drive SO Cdnnedor Screw 6 APL4, APLS, APT4, APTS, APVL4, APVL8, APVT4, APVT8 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown Hurricans Tie 17 MGU3.e3-SD6, MGU5.25-SDS, MGU5.50SDS, MGU5.62•SDS, MGU7.00•SDS Face -mount hangers 3 SD9112SS, SDO212SS Strong -Drive SD Connector SS Screwy 7 APLH24, APLH24R, APU-126, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers Brick Veneer Ledger Connector 9 10 H824 HSS2 SDS1,5, HSS2.2-SD33, HSS2.3 SDS3, HSS4-SD53 Heavy Stud Shoe 18 MIU serlea hangers hangers available in widths rapping from 1.9118 to 5- untheights Fac1/8" 4 SDCF22434, SDCF22512, SOCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Concealed Beam Ties 11 HST2, HST3, HST5, HSTB Straight Straps 1/8" and heigMa ranging from 8-1G118 to 1&112 . an SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 10 CST2Z. CBT4Z CJT3Z, CJT4Z, CJT5Z, C08Z Concealed Joist Ties 12 HTS18. HTS20. HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS28, MUS28 Face -mount hangers 5 SDCP22434, SOCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timbsr•CP Screw Deck Joist Tie 13 HTSQI BKTZ, HTSQ20KTZ Heavy Twiat Strap 20 SUR., SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- SDCP221100, SDCP221134, SOCP271400 11 DJT14 14 LFTA Light Floor Tie Anchor 9/10" to 3-9/1S" and heights ranging from 3-1f18" to 13.3/4". 6 SDHR27400, SOHR27614, SOHR31400, SDHR31614 Strong-DrNe SDHR Combo -Head Screw 12 DS FC4, FCB Dry Well Stop Framing Clips 16 I.STA9, LSTA12, LSTA15, LSTA18, LSTA21; LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version available for all double 7 EDS26112, SDS25134, SDS25200, SDS25212, SDS25300, SD.S25312, SDS25412. Strong -Drive SDS Heavy -Duty Connector Screw 13 16 LST149, LST173 Straight Strops a is c 2X and 4X models; panty acute flange le concealed. ; ate flange SOS255W, SDS25000, SDS258M 14 FWANZ Foundation Wall Angles 17 LT820, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 8 S0625112SS, SDS25200SS, SDS25212SS, S0625MOSS SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAt. GA2 Gusset Angles 18 LTS12, LTS16, LTS18. LTS20 Light Twist Strap Wand heights ranging from 2.5l8" to 11-114". 9 SDWF2716, SDWF2720, SOWF2724, SOWF2726, SOWF2730 Strong-DrNe SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, HIOA•2, H10S, H14, HGA10 HurncaneTies Medium GirderTisdown 17 HCJTZ Heavy Concealed Joist Tie 19 MGT 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 19 KBS1Z Knaa-Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA38; MSTA49 Straight Straps F1.011 0667-RB 11,11.410007-Re 20 1_30, L50, L70, L90 Angkor, 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 21 LCE4 Post Cap 23 MSTC4893, MSTC8883 Pre -Bent Straps j Product Model. Num leer or Name product a n AN d 1 Product Mod d. Number or Norms ATR3/8, ATR1/2, ATRSl8, ATR3/4 Product Descricitlon Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI3e, MSTI48, MSTI60, MSTI72 Straight Straps 1 1 BA sense hangers angers - available in width° .1to Top flange ranging from 19/8" 7 hangers 118" and heights ranging from 7-1/W to 30'. 2 ATUD5, ATUDS-2, ATUD9, ATUD9.2, ATUD", ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTSW, MTS30C NCA200-16, NCA2xl2-IS Medium Twist Strap Bridging 2 DGBF series hangers Top flange hangers available In widths ranging from 3-5/8" to 7- 3 8P318.2, SP1/2, BP1/2-3, BP518.2, BPVS-3, 81133/4, BP9/4.3, BPRTUD3-4 Bearing Piallas 24 LSSJ26LZ, LSSJ26RZ, L.SSJ28LZ, LSSJ26RZ, LSSJ21OLZ, LSW21ORZ Field Adjustable Jack Hanger 26 NCA20a12, NCA202-12, NCA26-16, 118" and heights ranging from 9-1/4" to24". 4 CNW318, CNW112. CNW516, CNW3/4, CNWS/8-1/2, CNW3J4-5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.W, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skrewable Hanger 27 RCWB12, RCWB14 Wall Bracing Repair Pate Strap 3 DGF series hangers Top flange hangers availablein widths ranging from 1-1Z10 3- 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD7e, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -lip Device 25 LTP4, LTP5 Tie Plates 28 29 RPS18, RP522, RPS28 RSP4 Stud to Pate Connector 519" and heights ranging from 7.1/4" to 24". CTUD98, CTUD99 27 M23Z, ML24Z, ML2SZ, ML28Z. ML21 OZ Angles Roof Tis Drown 30 SPt, SP2, SP4; SPe, SPS Saud Plate Ta 4 DGHF series hangers Top flange hangers available in widths ranging from 1 V4" to 3 6 N3, N4, N5, NO Heavy Hex Nuts 28 29 MMH8 MMHC Hinged Roof Connector 31 SPH4, SPHB, SPFI8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4'• to 24". 7 8 RTUD3, RTUD3B, RTUD4, RTUD48, RTUD5, RTUDO, RTUD7, RTUDS TUD9, TUD10 Ratcheting Take -Up Device Take -Up Device 30 MMLU26, MMLU26.2, MMLU2S, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widthe ranging from 5.1/4" to 8- 7/8" and heights ranging from 11"to 32-1r7. 9 TUW38 Take -Up Washer 31 RSC, RBCP Rod Boundary Clips 33 ST9, ST12, ST18: ST22, ST292, ST2122, ST2115, ST2215, ST8215, STe224, ST0238 Straight Straps 6 EGO series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 10 URS3 3/8" Uplift Rod Run Tledown System 32 RST-3 Rod Tor -Down 34 TB20, T827, TB8O, T838, T842, TB48, TB54, T856, TB6D Tension Bridging 1/4" and heights ranging from 11-114" to 37'. 11 URS4 1/2" Uplift Rod Run Tiedown System 33 RTC227, RTC42, RTC2Z, RT044 Rigid Tie Connectors 35 36 TWS10, TWB12, TW814 VGT, VGTR, VGTL Wall Bracing Variable Pitch Girder Tisdown 7 GLS series hangers Saddle hangers available in widths ranging from 3.1/4" to 8.718" 12 UR55 5/8" Uplift Rod Run Tadown System 34 35 STC, STCT, DTC, HTC4 TJC37, TJC57 TrussClipa Truss Jack Clips 37 WB108, WB108C, WB126, WB128C, WB143C Wall Bracing and heights ranging from 8.1/2" to 28". 13 URS6 3/4" Uplift Rod Run Tedown System 8 GLTV series hangers Top flange hangers available in widths raging from 3-114" tc 7- 38 Z2, Z4, Z44 Panel Stiffener Clips 1/8" and heights ranging from 11"to 37' ELSIO531-KS 9 HB series hangers Top flange hangers available In widths ranging from 1.9/16" to 7- FL41110441-R6 1/2" and heights ranging from 8" to 301. FL#10447-115 §!qI Product Model. Num leer or Norma Product Desarintlon 10 HGLS arias hangers Saddle hangers from in widths ranging from 5 1 14" to 8-718" a•1pg product Modal. Number or Nam# Product Descrlotlon Sea S Product Model, Num bar or Name Product Description 1 CBH2.37x5.5, CBH2.37x7,83, C8N2.37x9.75 Concealed hangers ing and heights rangng from 10-112 to 28". 1 DTT2 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, OH UTF series hangers Face -mount (DU, DHU) and top flange (OHSTF) hangers 11 HGLT series hangers Top flange hangers available In widths ranging from 3.114" to 8- 2 HDC10/4, HDC1 Ol22 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSCSRSDS3, DSCSL-SDS3 Drag Strut Connectors available In widths ranging from 1-9118'to 3.9/18" and heights 7/8" and heights ranging from 7.1I7'to 37. 3 HDQ8, HH0011, HHDO14 Hold down ranging from 9-1/8" to 2345118". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 4 HDU2, HDU4, HDUS; HDUB, HDU11, HDU14 Hold-down 3 4 OBC HCP1.81, HCP2, HCP4 Gable: Brace Connector Hip Corner Platt 3 HGV3.63-SDS, HGU5.25SOS, HGU5,50-SDS, HGU5.62SDS, HGU7.MSDS, HGU7.25. Face -mount hangers 118" and heights ranging from 14"to 33". 5 8 HPA28, HPA35 LSTHDS. LSTHDSRJ S1rap4ctyle purlin anchor Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRO4/1.81, HHRC44, HHRC5.25/325. HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.0O-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16'to 3- WIS" and heights ranging from 18" to 26". HHRC68 4 HGUS series hangers Face -mount hangers available in widths raging from 1.5/8'to 7- 7 MASA, MASAP Foundation Foundation anchor strap 3W and heights ranging from 5-5/1S" to 12-7/8". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 8 MPAl32 MPAI44 purlin anchor a 7 HRC1.81, HRC22 tRU26, LRU28, LRU210, LRU212 Hp Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50.SDS, HHGU5.62SDS. HHGU7.00-SDS, HHGU7 25_SDS, Face -mount hangers 3 9118and heights ranging from 5 3/8" to 13-i/8". 9 PA18, PA23, PA28, PA35. PA51, PASS Strap -style purlin anchor HHGU900•SDS 15 HUTF, HUSTF series hangers Top flange hangers available in widths ranging from 1.9/16" lb 5- I() PAII8, PAI23. PA128. PAI35 Strap -style purlin anchor 8 LSU28, LSSU28. LSSU210 Light Slopeable/Skewable U Hanger Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210-2, HHUS48, HHUS48, HHUS410, HHUS5.50/10, Face -mount hangers 112" and heights ranging from 3-7116" to 15". Concealed flange 11 5TH010, 5THD10RJ Strap aryls hold-down 9 TBt=4, T13E6 HHUS7. available for all models having worth equal to or version (HUman 12 STHD14, STHDI4RJ Strap -style hold-down 10 11 TC24, TC26. TC28 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, TrussClip Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mourn hangers available in widths ranging from 3- ig25/10 2-9) greater than 2-9l16". THAC422, THA425, THA422.2, THA428-2 1/8" to 6.1/8" and heights ranging from 4314" to 15-3/4". IS HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Concealed flange version (HSURC, HSULC) available for all 118" and heights raging from 5-318" to 2W 12 THAI1,81)22, THAI2.D6122, THAl2.1122, THA1222, THA1322, THA13522, THA1422 Adjustable Truss Hanger Sized for Wolalls double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in width° ranging from 1.9116" to 7- 13 THAL422, THAR422 Skewed Truss Hanger 112" and heights ranging from 5.3/6" to 32'. 14 THJA28, LTHJA26, LTHMA Multiple Trues Hangers 8 9 HTU26, HTU28, FRU210, HTU28-2, HTU28.2, HTU210.2 HU, HUC series hangers Face -mount hangers Face -mount hangers available in widths ranging from 1-9/18" to 7- 18 ITS series hangers Top flange hangers available in Widths ranging from 1-9/16" to 3- 15 THJM2-4-SDS3, THJM2-5SDS3, THJU28, THJU28-W Multiple Truss Hangers 1/2" and heights ranging from 2-718" to 19.114". Concealed flange 5/8" and heights ranging from 9-14' to 18". 16 TSBR224 Truss Spacer -Restraint version UC available for all models having width equal to or (H ) g q 19 JB series hangers Top flange hangers available In width of 1.9f18" and heights 9 g 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors greater than2-9/18". ranging from S318"to7-1/4". 18 VTCR ValleyTruasClip 10 HUCQ1.81/9-SDS, HUCQ1 81/11SDS, HUCO210.2SDS, HUCO210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of I0I8" and heights SDS, HUCQ410•SDS, HU00412-SDS, HUCQ5.251g-SDS, HUCW.25/11 •SDS, HUC0610- ranging from 9-3116" to 13.118" SDS, HUCQel2-SDS Updated 1213WMO ®Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJorlo2o Simpson Strong -Tie 2020 FBC Approved Products ® i g pp Updated 12ream2o Simpson Strong -Tie 2020 FBC Approved Products upat•d IZr"202t ® Simpson Strong -Tie 2020 FBC Approved Products For duct Araks to all SST approvals listed below, CLICK HERE cucK HERE. For direct Inks to all SST epprovafs feted below, CLICK HERE Far additional information regarding Flanders Statewide Product Approval System end Mom Dade Canty Nike d Acceptance (NOA), cu hruEaa, ®Fcr drool Inks to all SST approvals Ialed below, CL!r_v� HERE For addtbnel information regarding Flcnda's Statewide Product Approval System and Mam-0ade County Notice ct Acoep[ance (NCA). 1CIS�H Rig. 'slSta CLICK MERE For drect Inks to oil SST regarding For additional information regardng Fla a's Statewide Prodad Approval System and Msm -0ads County Notice of Acceptance (NOA), i55 K H rt . Florida's For additional Information rags_rdhg Floria's Statewide Product Approval 9yatem end Mom Oade Canty Notice d Accsptanu (NOA), _ 18 S'LBV1.56, SILBV1.61, SILBV2.06, S1LBV2.37, S/LBV2.66, SILBV2.68, S/LBY3.12, Top Flange Joist Hangers 6 SET-XP Adhesive Anohorfor concrete 21 LB series hangers Top flange hangers available inwidth of 1.9118 and heights FLj 34 SILBV3.56, SlLBV3:62; S/LBVd 08; SILBV4.12, SlLBV4.28, S1LBV4.IG; S1LBV5.50 8 Strong -Bolt 2 (STB2, 9T82-09S, ST82.6S9) Stroh Soft 2 Wedge Anchor for concrete available in carbon Strong-Soft ranging from 5.318" to 15-18". Product Description 19 S/M T SJDTT ShITT14, HTT4, HTTS Holdowns steel and Types and 316 steel LBAZ series hangers Top flange hangers available in width of 1-9116" and heights j &" Product Model. Number or Name 2D 7 BIMST80, SMIST72 O 11 Straps 1 i8 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4S5, THD-FMSS, THD-CS, TH0.CS8SS) Duty ricstah or for Titan HD Heavy Duty Screw Anchor far concrete and masonry raging from 93118•'to 13-1/8". 1 HHU3210-3, HHUS210-0 Joist Hanger Stud Plate Ties st aAsble hex head in carbon steel Typos 304 and 310 23 LEG3, LEGS, LEG7 series hangars Top flange hangers available In widths ranging from 3-1/4" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 22 SP4, SPB SSP, OSP, TSP Shod Plate T lee to d with couMaraunk head i1 carbon steel end stainless steel, d in stewItel, 7/8" and heights ranging from 9" m 33.1/7'. 3 HUCQ21a2•SDS, HUCQ210.3•SDS, 4UC0310-SDS Joist Hanger a Type stainless steel 24 MEG5, ME07 saris hangers Top flange hangers available in widths ranging from 5.114" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 24 STC, DTC T8022 Truss Clip Truss Brace Diagonal 8 Tten HD Rod Coupler (THD37834RC, THD50834RC) Titan HD Threaded Rod Coupler for concrete HO 718" and heights ranging from 9" tc 32-112'. 5 THG02-SOS3, THGO3-SDS4.5, THGQH2-SDS3, THGQH3SDS4.5, THGO144SDSS Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HO Threaded Rod Hanger QHDB25158RH, THDB37158RH, THO37212RH. Tifton HD Threaded Rod Hanger for concrete 25 MIT afire hangers Top fangs happen available in widths ranging from 1-9l16to 5 6 7HGW33, THGW3 4, THGW4.3, THGW44 Joist Hanger 234 1/8" and heights ranging from 9-1I4" to 2C. 10 Wedge(WA)HD10212RH) -All Wedge -All Anchor for masonry 26 Pi Pi PFDB, PFDSS series hangers Top flange hanger available in Width of 1-9116" and heights FL#1 ranging from 3318" to 7-1/8". FL#11473-R5 27 RR Ridge rafter connector Product Description a9M�1 Product Model. Numbar or Nama Product Description FLt1k16230 R8 2S WP sofas hangers Top flange hungers available in widths ranging from I -Wl O" to 7- 118" and heights ranging 9-1/4'to 32". Aga 1 Product Model. Number of Narita DETAL20 Double Embedded Truss Anchor 1 CCOM3.82-SOSHDG, CCQM4.62-SDSHOG, CCOM5.50-SDSHOG, CCTQM3.62-SDSG, Masonry Per Caps Num ber Name Pmduct Description 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.132•SDSG, CCTQMS.50-SDSG, CCCOW 82SOM: CCCQM4.62-SDSG, CCCQM5.50•SOSG AW 1 Product Modal. or AT-XP AT-XPHigh•Strength Acrylic Adhesive for concrete or masonry 3 4 HIS, HISS, H18-2H16.2S HETA12, HETA16, HETA20, HETA24, HETA40 Hurricane Tie Embedded Truss Anchor 2 ECCLOM3.62G-KT, ECCLQM4.82G-KT, ECCLQMS.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry F�#1086aR8 Embedded Truss Anchor ECCLLOMD4,620-KT, ECCLLQMD5.5OG-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.e2G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry 5 HETAL12 HETALIB, HETAL20 KT, ECCLRQMD5 500-KT 4 Strong -Bolt 2 (STB2) Strong -Bole 2 Wedge Anchor for masonry 1 Product Model. Number or Name Productumber, f Name; ABA88, ABA88R . A Magill A81 Product Drscriotipn Adjustable Post Barn 8 7 HGAMID, HM9 HHETAI6, HHETA20: HHETA24, HHETA40 HHET 16, HHETA20 Masonry retrofit connectors Heavy Embedded Truss Anchor 3 4 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 LGUM28.2, LGUM264 LGUM28-4, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210.2, Heavy Masonry Hangers Masonry Beam Hangers 5 6 Then 2 (TTN2) Titan HD (THD-HASS, THD-HBSS, THD-CSBSS) Then 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 2 ABU44, ABU44R. ABU48, ABU46R, A 5, ABUS 8, ABU65, ABU66, ABU86R, ABU88, Adjustable Post Base 8 LGT4.3D4, Girder Tladown LGUM210-3, LGUM2104, LGUM46, LGUM48, LGUM410 or 318 stainless steel with hex head, and 316 stainless steel with 3 ABUSER, ABU1010, ABU1010R, ABU1212. ABU1212R ASW44Z, ASW44RZ, ABW46Z, ABW46RZ, ABW68Z. ABWWRZ, ABW7-7 Adjustable Post Base 9 10 LTA2 META12, META18, META18, META20, META24, META40 Lateral Trues Anchor Embedded Truss Anchor 5 MSHA3.1219.25, MBHA3.1 2/11.25, MBHA3.5&7.25, MBHA3.5619.25, MBHA3.501.25, MBHA3.56111.88,MSHA3.58114.MBHA3.58/18,MBHA3.56H8,MSHA5.5017.25, Masonry Top Flange Beam Hangers 7 Tilion Turbo (TNT) countersunk held Titan Turbo Screw Anchor for concrete or masonry 4 AC4, AC4R, ACE-4, ,4C8, ACBR, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, M3TCM80 Strap Tie for Masonry MSHAS.50M25, MBHA5.50/11.25, MBHA6.5C/t 1.88, MSHA5,50/14, MBHA5.50/18, 5 BC4, BC48, SC4R, SCB, 13M. SCS, BCS2.2/4, BC523/6 Post Cap 12 MTSM16, MTSM20, HTSM161 HTSM20 Twist Strap for Masonry MBHA5.50118 6 CB44, C846, CM, CB86; CBBS Embedded Column Base 6 56111. MBHU3.56/18, MBHU3.58111.86. MBH.50/11 MBHU3.56/18, Masonry Beam Hangers FURIN37-R3 7 CBSQ44SDS2, CBSQ46-SDS2. CBSR66-SDS2. CBSOSO-SOS2, CBSO88•SDS2 Embedded Column Base BHU5.5MBHU3 88. MBHU3.58/18, MSHU5.5019.25, MBHU5.50111.25, MBHU5.50/11.88. MBHU550/14, M1 8 CC, ECC, ECCU Series Solted column caps with W1 ranging from 3.114" to 9•1/7 and FL#11496-R8 MBHU5.50/16, MBHU5.50f18 a�Qj� Product Model. Number or Name Product Description VV2 ranging from 3.5/8" to 7-1J2" 1 X34B1018 SK XI S1018, Xt 81018 4K XQ1 S1016, XQi 81018 4K Ill 0 18 Strong -Dr ve XMetal Self -Drilling, Tapping Screws with M3 9 CCQ-SD32.5, ECOOSDS2.5 Series Screwed column caps with WI ranging from 3-1/4" to 9.1/7' and or'lon" Product Model. Number or Name Pmduct Description Drill Point W2 ranging from 3.518" to 7.1/2" 1 DTTt Z Deck Tension Tie 2 XLQ114T1224, XLQ114B1224.2K ill 4 rive Metal StrLand 10 CPT44Z, CPT88Z, CPT88Z Concealed Post Tie Base 2 HD12. H019 Bolted Holdowns FL.1M3975-RB moist Hex her HOW Sasws with #5 Drill Point and Large Dlamtoler Hex Washer Head Screws with of Large 11 EPB44A, EPB44, EP646, EPB88 Embedded Post Bass 3 H035, H06B, HD78, HOSE Bolted Holdowns §20 Product Model, Number or Name Pmduct Descriptlon 3 XM0114SI224, XMQ114B1224-2K #12-24 Strong -Drive XMMedium-Head Metal Sale -Drilling, 12 EPc�gZ Embedded Post Base 4 HTT4, HITS, HTTS 314 Tension Ties Light Tensors Ties1 SOW122300, SOWZ2338, SDW22438, SDW22458, SDW22600, SOW22e00, SOW221338, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #6 Drill Point and Medium Diameter Hex 13 LC844, LC668 Embedded Column Baas 5 LTT18, LTT208, LTTI31 SDV=834 4 XQ114S1224, X011461224-2.5K X114S1224, X0112S1224, XQ112B12242K #12-24 Strong•Orivo XMetwsai Self -Drilling, Tapping Scrwwith 06 14 LPC42, LPCSZ Light Post Cap 2 SDWCI5450. SDWC15900 Strong -Drive SDWC TRUSS Screw Drill Point 15 MPB44Z, MP1388Z, MPB68Z Z, MP SZ, Moment Post Base 3 SDW'HI93WDB, SDWH19400DS, SDWHINWD8, SDWH19800DB, SDWH7910000B 9trong•Drive SDWH TIMBER-HEXScrew 5 XU34S1015, XU34BI0165K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 18 PB88, PB66R P1344, 46, PB Embedded Poet Base $¢ 4 SDVVH274000: SOWH27SOOG, SDWH278000, SDVN-12710ODG, SDWH2712000 Strong-DrNe SDWH TIMBER -HEX HOG Screw #1 Drill Point 17 PBS44A, PBS4e. Embedded Post Base Product Dowrohtion 5 SDWS16212, SDWS16300, SDWS18312, SDVV516400 Strong•DrNe SOWS FRAMING Screw 18 PBV6, PBV10 Round Post Base Sea # 1 Product Model. Number of Name SB51Sx24, SB718x24, SB1x30 SS Anchor Bois a SOWS19800, SDW819712 SDWS22400,SDWS225OO.SDWS225l2, SDWS22900: Strong -Drive SOWS TIMBER Screw (Interior Grade) 19 PC44.18, PC48-18, PC48-16 PC64.16, PC8618 EPC44-16, EPC48.18, EPC48.16, Post Cap 2 SST816, SSTB20, SSTB24, SST628, SSTB34, SSTB36, SST81 BL, SST820L, SSTB24L, SSTS Anchor Boas SDVi1S22800, SDWS22900, SDM221000, SMVS221100, SOWS221200, SDWS22f 500 FL#85320-Rig EP084-18, FPCOO.18 SSTS28L 7 SDWS22300D0, SDVVS2240008: SDVVS2250ODS, SDWS22800DB, SDWS228000B, Strong -Drive SOWS TIMBER Screw (Exterior Grade) 20 PC4Z, PC4R4 PCOZ, PCBRZ, PM, PC81RZ, EPC4Z, EPC4RZ, EPCSZ, EPCBRZ, EPCBZ. Post Cap SDWS221 ODODB �gy d Product Model. Number or Norms Pmduct Description EPCBRZ 8 SDWS22312DBB, SDWS22512088 Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSC848, DSSCB48, OSHS Bypass Framing Drift Strut Connector 21 PPCSRZ , PP644-0Z Poet Bane 9 3COSSS, DWS27402WS27500SS, SDWS27OWSS. SDWS27800SS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FC845.5. FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fbisid-Clip Connector 22 RPBZ Retrofit PostBase FL 3072 SDWS2771tXXSS 3 FPHSD34S1016, FPHSD34B1018, FPHSD34BI018-5K FPHSD34S1214, 010-10 and #12-14 Strong -Drive FPHSD Framing-to•CFS Sea- 10 SDVW13400 Strang -Drive SDWV SOLE -TO -RIM Screw Strang-Dr FPHSD34B1214, FPHSD34B1214-5K Drilling, Tapping Scre ws Allig x Product Model. Number or Name Product Description 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2 25, SFC4.25, SFCO.25 Stool Framing Connector FLM10f168 R8 1 CMST12, CMS714, CMSTCI6, 0814, MO. CS18, CS20, CS22 Coiled Straps 6 LSSC4.26, LSSC6.26, SSC2.26, SSC4.25, SSC8.25, MSSC2.25, MSSC4 25. MSSC6.26, Steel Stud Connectors 2 HR58, HRS$: HRS12, FHAB; FHA9, FHAl2, FHA1$, FHA24; FHA30, MSTI28, MSTI3B, Straps 97 mil (12 ga) MSSC425KW, MSSC8.25KW AILA Product Model. Number or Name Product Description MSTI48, MSTI80, MSTI72, S/MST27, VMST37, VMST48 8 RCKW3, RCKW6.6, RCKW7.5, : Rigid Knee Wall Connector I FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps PL#18363 93 7 B411Y5.b5 9CB49 5, SC M9CB45.5, MSCB47.5 SCS32.8 9 SC S, 0649 5, Bypass Framing Slide -clip Connector 2 FRFP Fat Retrofit Foundation Plate 4 LSTA30, LSTA38, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) Product Description 8 .5Q7.SCB4C S82-6, SCS925/97, SCS82.5/97, SCS82.6/118. SCS82-51118 , Bypass Framing Connector 3 GH46-8, GH4", GH48-8, GH48.8, GH410 8, GH410-8, GH66-8, GH86.8, GH68-e, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, L.SfA24, ST292, ST2122, ST2116, ST2215 Straps 33 mil (20 ga) ,�� 1 Protluct dal. Number or Name AS 18. AS 1 SS5: AS 1858 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Mil Sloe Clip Connector S, GH610 8, GH81D 8 8 LSUSH3.25, 3UBH3 25. MSUBH3.25 Bridging Connector 2 AS 20HS 20 ga. High Strength Truss Plata 10 SJG10.25. MSJC8.25; MSJC10.26 SSM Steal Joist 4 GLB6A. GLB5B, GLI35C. GL85D, GLB7A. GL878, GLB7C, GL87D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 3 AS-20 ge. Truss Pate 11 51 minnectotors Framing Strut Connector 5 GLBT512, GBLT812, GLBT518, GSLT616, GLBT520, GSLT620 Glulsm Bearing Plate 8 LT912, LTSte, LTSiS. LTS20 Light Twist Straps 4 ASHP Hinge Pate Connector Hi 12 XLSH318 XLSH3481414, XLSH7861414 Strong -Drive XLSH Shouldered Se8.Orilling, Tapping #14-14 rive XLS e HGLBA, HGLBS, HGLBC, HGLBD Heavy Gluts Bearing Pate 9 MSTA30, MSTA36, ST13215, ST62241 STU, ST12. ST18, ST22, MSTC2$ MSTC40, MSTC52 Straps 54 mil (16 go) Screw 7 HGT-2, HOT-3, HOT-4 Heavy Girder Tadown 10 MSTCek MSTC78, ST8238 Straps 88 mil (14 ga)#10-18, 13 2243K, X07861224,,)(3 XQ1S1018, XQ1 B114BI22 and #12.2d Strong -Drive X Metal Sent -Drilling, 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, MT630C Medium Twist Straps FL#18730-R4 -2-SK X14; 2Si224143.SK, 81016- XQ114S1224, XQ714K XIIS2.SK, XQ112S7224, Xg11281224.2K, X348101&SK Screw, Tapping Screws Tapping Universal Retrofit Foundation Pate 12 SIB1.56, SI81.81, SJ82.06, S182.37, SIS2.56, S/B2.SS, 8163.12, SIB3.66, S1B3.62, SIB4.06, Top Flange Joist Hangers X1S1018; X181018 4K, X191214, X1812143,SK 9 URFP S/B4.12, SM4,28, SJB4.76, SS5.50 13 S/BA2.12M. S1BA2.12/10, SMA2.12112, WBA2.12MJI, S(BA4.18/8, S1BA4.18l10, Top Flange Joist Hangers kWJ 1 Product Modal. Num bar or Name ET -HP Product Dssdriotfon Adhesive Anchor for concrete S/BA4.18112, WBA4,18/14 Hurricane Tie 2 GAG, GDP, GDPM-50, GDPM-75, GDPM-100, GOPS, GW-50, GW-75, OW-100, GTH Gasa Xuaud fasteners and assemblies 14 15 S/H1A SIHDSS, SIHOSB, S -010S, S/HD1 OS, StHD1SS, S/40158 Holdowns 3 POPA, PDPA.K, PDPA-MG, PDPAT, PDPAT�K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies Holdowns PDPAWL•MG, PSVL3, PSVL3-K PCLDPA, PECLDPA, PTRHA3, PTRHA4 16 S/HDU4, S/HDU6, S/HDU9, S/HDU11 4 SET-3G Adhesive Anchor for concrete 17 S/JCT BJHJCT Joist Hangers N 0 .9-- N N -Cu N U 2 0 O C Q Col 0- .� q U 4Z � Cn � 4- (n a)'a 00 V 0 - -L 0 c 0 U_ CU .� 0CU C > _ In O Q Q I f -0 .0 � /CU cn Q t W ^tea W V SHEET N0. PA 1.2 MIAM! MxAM_V,4DEC0UNW .1 PaCIDvCTCONTsox SECTION 11805 SW 26 sftwe rim 208 D"ARTME2 T OF REGULATORY AND ECONOMIC RESOURCES #M R) Mmut, F1oe1Aa 33175-2474 DoARD AND CODE ADAMUSMAT14M DZVMM T (186) 315-25W F Cl" 315-2599 NOTICE. OF ACCEPT 41NCE (NOA) arwwimbo dare-20m emy PGT Industries, Inc. 1070 Taclimaw Drh-sr, North Veealce, FL 34275 Scam: ThisNOA i:r being issued under the applicable nudes and regulations governwgiheuse of combuctionmaimak The doculmenu titon submAed has beenreviewed and amgeaed by Miami -Dade County RER Product Control Sectwnto be used in Mami Dade Counly and odwravess where allowed by the Au1horityHaysng Ju isdiciim (AH1). Tha NOA shallnotbe valid allerthe expwdioen date stated below- The Miami -Dade County Vioduct Control Sec#oa (131Nam Dade Couaty).m Worti eAHJ(marmollze 9=MiamiDade -C ey)reservethe right to have this product our material hn*dfcr quaWaa=atrepugxm_ 1f* s prodad or material fails to petfotmin the accepted mangy.&e ciuswilLincurtheeapeaseofsuchtestitrgandtheAlUmayimmeduwlyrevoice, modify, or suspend the'. use of such product or material within their jurisdktion. RER reserves the tight to revoke dais acceptance, if it is deu mnine d by.Miami Dade Cowry Product Control Sections drat this pwdnct or niterial fails to meet the requirements of 81e applicable.bmMimg code. This product is approved as deacrl'bed he sin and has been designed to comply with tare Florida Building Code, including the High Vekwity Hutrirm Zone. DESC1UMON: Series":5570/2770" Vinyl l StiNng Glass Door (Reinfwced)whro 90° & 13..0 corers-L.M.I. APPROVAL DOCG'bI UNM Drawing No. MD-5570.0 Res- R, titled "Vmyt Sliding Glass DoorNOA ", shy 1 thrciqft 21 of 21, prquiedby mannWinver, crated 10/OM 5 and last revised on 02/010-1, signed and sealed by A. Lyre Miller, P.E., bearing due Miami Dade County Prodorl Control Revision staW withthe Notice of Acceptancenunber and expiration date by the Miami Dade County Frod wt Control Section i4f issuy IMPACT RATL'niG! Large rind SmaDNksik Impset giant Lfinkations: 1. See table i (sheet 7 j and table 2 (sheetj) forapplicable SGD unit sizes,, des�p pressures, reiarmcesraea ts. t)pes,. glass types, sill riser (sere tables B-1 & 8-2, sheets 7-8) and anchor layout sheets vequir meat in I I thru 16_ 2. Rigid White PVC, Tan (Dian-wbite) Rg04 PVC andBrown corned (Painted or laminated) white Rigd PVC to be labeled per refs , 1-dNOA'srequirements. 3. Egress operable nm* comply with min clear width or hesglit perFBC regmmm oi, as applicable. 4. Pocket walls under separate approval, to be to viewedbyBuilding official LABELgG: Each unit shall bear a permanent label withtheniannfiwtureesinaftle or logo, city, state and aeries and following staiemem "2�Dkde County Product Cad ApprovW,noted hereisr. RENEWAL of tIhisNOA shall be considered after a rearevaal appli­6 an has been filed: and there has been no change in $re opplicabWbuilding coderAgativelyaffectmgthe puceofthis product TERA A3TON of this NOAwill occur after the expiration date or if these has beena revision or chaw inn the materials, use, andlarmmofictmeoftheproduct orproms, MouseofthisNOAasaneadoemnextofanyprodaM for sales, advertising or any othrrpuaposes shall atttomaticallytetminaete this NOA. Faihn io comply with any section of usNOAshallbecausefortexminabonand emovalofN43A AD vERTfSnCEXr: The NOAnnmberptwAdedby1he words Miami Dude County, Florida; and followedbyt'he expiradondalemaybedisplayedinadvafisinglitershme. Ifmypot ionoftheNOAisdisplayed, thew it shall be dame in its entirely. INSPECTION: A copyofthis entire NOA shallbeprovided to the uswby1he mamifiwiuier or its diskftlors and. shallbe available fir inspechou at the job site at the request of theBudding Official. This NOA recites & re trews NOA 920=0429.05 and consists of diispage 1 and evidence pages E- 1, E-2, E-3, E4, E-5 & E-6 as well as approval document memioned above. The submitted documetriaticn was reviewed by Ishaq I Cbaarla, PE. N'OA No. 21-0205A3 E:piiratianDatet Apr9141,2026 Approval Data. -Marsh 2it Page PGT lndustrie% line. NOTICE OF ACCEPTANCE: E'V7DENCESUBM TTED 2. Etrfdenre Submitted under previous submittal A. DRAWINGS 1. Dravtring No. MD-5570.0 RerB, titled -'Vinyl Sliding Glass Door NOA aW, sheets I through 21 of 21, prepared by wanufactmrr, dated 10,05/15 and last revised on 04122J20, signed and sealed by A- Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air -Infiltration. Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loadingper FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) huge Missile Impact Test perFBC, TAS 201-94 5) Cynic Wind Piessaare Loadingper FBC, TAS 203-94 along with mulmd-W drawings and installation. diagraat of all PGT Iudustrie s, Inc. representative twits listed below and tested to qualify Dowd 791 and Duswsil 983 slum=. prepared by Fenestration Testing Laboratory, Inc., Test Reports No-: FTL-7897, PGT PDf15520 PVC Fmcd Win dow (=it 6 in proposal), darted 09103t 14 FIL-24 2107.1, PGT SGD780 Ahmmrm Sliding Glass Door (unit 7 in proposal) FI-L-20- 2107.2, PGT CA740 AkmL Oatswing C Went Window (unit 8 in proposal) F171-20- 2107.3, PGT PW7620A Alumiminn Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Alunda m Filed Window (unit 10 in proposal) dated 07/13M All signed and sealed by Idalmis Ortega, P-E_ C. CALCULATIONS 1. Anchor vmficatm calcolattaiis and sM tm-A arnalysm complying with FBC 76 Edition (2020), dated M2/20, prepared by maaufactwer; signed. and sealed by Anthony Lysm Miller, P.E. 2. Glazing complies with ASTME1300_84, -09, 42 and -16. D. QUALTIY ASSURANCE Miami -Dade Dgmtment of Regulatory and Economic Resources XM). E. MATERLAL CERTIFICATIONS 1 _ Notice of Acceptance No. 19-0305.02 issued to Kerarar America, Inc. for shim `rTrmifolt Ultradear, Clear, and Color PAT Glass InterlayerC. aq*ing on 0r7/08i24. 2. Notice of Aomp are No. 174 0&02 issued to Ktnaray America, Inc. fortheir "SentrvGLs* (Clear and '%Ue) t; his Intterlily era", expiring on 07M4/23. 3. Notice of Acceptan No. 18-1106.10 issued to Vision Extrusions Linndted for their Brown Coated (Painted or Laminated). White Rigid PVC Exterior Extrusions for Windows and Doors", expng m 0913012C A. Notice of Acceptance No.19-1106.11 issued to Vision Extnuions Limited fix their sues "VE 1000 Tan 202 and igltte r shades (Non-U%be) Rigid Cellular PVC Exterior Extrusions for Windows and Doors". expiring on 12129121. iahaq L Clwada, P.E. Product Coaerol Unit Suporvieer X0A No. 214209.03 EspiradeaDstee .April 14,1026 Approval Dae!e•. U!<a ek 29, 2821 E4 PGT Indosltties, Inc.. NOTICE OF ACCEPTANCE: EVIDENCE SUB311TED 1. Evidence submitted under .previous NOA A. DRAWINGS 1. Maaufactwers die drawings and sections. (S'ubmffted uu 4derrN0A:%ra 11-010Z 04) 2. Drawing No. MD-3570.0, titled '-Vinyl Sliding Glass Door NOA aW, sheets 1 through 21 of 21, prepared by manufacturer, slated 10105115, with revision A dated 041M5/17, signed and sealed by A_ Lynn Miler, PX_ B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC. TAS 201-94 3) Cyclic Wf lend Pvessme Loading per FBC, TAS 203-94 a1 mg withmadwd-op dowings and installation diagram ofviayt sliding glass +clops; prepared by Fenestration Testing Lab, Inc, Test Report No. FTL 8717. dated 12107115, signed and . sealed by Idalmis Ortega, P_ E_ (Test .report revised on 02/15/16 and 02/24/16) 2. Test rrptnt on 1) Air Infiltration Test, per FBC, TAS-202--94 2) Umfanm Static Air Pn=nne Test, per FBC, TAS 202-94 3) Watt Resistasim Test; per FBC, TAS 202-94, 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 6) Fated Entry Test, per FBC, TAS 202-94 along with imadmdup drawings and installation diagram ofmnyi sliding glass doer, prepared by Fenestration. Testing Lab, Inc:, Test Report No- FTL 85a16, dated I V 115, sued and sealed by Idahlis Ortega, P_ E. (rest repostrrvised on 01104/16 and 02111/2016) 3, Test report an 1) Air Infiltration Test, per MC, TAS 202-94 2) Unifoun Static Air Pressure 'Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressme Loading per FBC, TAS 203-94 6) Forced Entry Test, per FSC, TAS 202-94 along withrnarked-V drawings and installation, diagram ofvur i sliding glass door. pnmed by Fenestralim Testing Lab, Inc., Test Report No. FTL SK47, dated 12104115, signed and seated by Idalmis Ortega, P. E. (rest report revised on 0211916) 4. Test report an 1) Air-Infilt7rVion Test, per FBC, TAS 202 94 2) Uniform Static Air Pressure Test. per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Lange Mmle.lmpad Test peerFBC, TAS 201-94 5) Cynic Wind Pressure Loadingper FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with masioed up drawings and installation diagram of m ayl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL S548_ dated 12005, signed and soled by Idalmis Ortega, P. E_ (Test rqu nt revived on OV006 and 02/1I116). hhaq L Omuta, P.E. Product Control Uait Supervisor 140A No. 21-0245.83 Exp1rationDatet April14,2026 Approval Date: 1112rcl► 25, 20211 E -1 CGI'imdows and Doors, Inc. NOTICE OF ACCEPTANNCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue) 5. Quamm Pact Sneer SDAM Standard complying with ASTM C51.8 Tkrmal Conductivity 0-991 9T[T-imp' hr.-fF- F, AS1M F 1249 'W rIR Pass, ASTM D3985 Oxygen -Pass, AST M E 2190 I.G_ Durability -No Fog -Pass. (Subflxftkd under prnioss AY0_4 A'o.15-4409. 05) 6. Quanex Part Dr complying with ASTM C518 Ilemmal Conductivity 222 BTU4W hr: fe--F= ASTM F 1249 ATIR Past, AS1M D 1434 Argon PcrmeancePass,, ASIM E 2189 I.G. Durability -No Fog, ASTM E 546 Dew Paint Development -20°F in 48 hrs. (SWbmhred underA►T0ANo. 15-0409.04 7- Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13, Vokudary Specificatim for Rigid Polyvinyl Chloride (PVC) Exterior Profiles forVision. Extruswns,, Ltd­VEX- I by AAMA Fenestration Exterior Profile Ce nifxation Program. (Submkkd Nader NOA No.1 S- 0409.05) 8. Vision Eadrusioms, Ltd. Parts complying with PVC-AAM.4 303-13. (Sub eked tinder N0.4 No.15-0409 05) 9. PVC-AAMA 3..03-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profitles for Vision Extralsions, Ltd = VEX-1 by AAMA Faoestration Exteinor Profile Catification Program. 10. Notice of Acceptance No. 18-1217.14 issued to Eta Fenestration. Solution USA, Inc. for their 'Tan 3040 & light shade (non -white) Whfse Rigid PVC Exterior Extrusions for Windows and Doors", a#dng oar 02/04121. IL Notice of Acceptance No, I8-0122.02 issued to Energi Fenestration Sow USA, Inc, for their series -White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02128123. 12. Notice of Acceptance No. 2"203.03 issued to EnargiFenestration Solution, USA, Inc. floc their "Bronze & light shade cap coated '%WkeY Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04/105, F. STATEME TS 1. Statement letter of conformance to FBC 7* EdW*n (2020), dated 04122f20, issued by manutlfacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest and -of independent, issued by rnaunfacturer. dated 04/1KO. signed and sealed by AuthonyLynn. Miller, P E. 3. Private Labeling Aft daunt between PGT., dated 0313015 and signed by all involved parties G. OTHERS 1. This NOA rerises NOA# 17-0420.06(PVTw/(--GI) and updates toFBC2020 (7$Editlon), expitmg 04,2121 _ 2- RER Test proposals 09-1155 dated 01/10/20 approved by IshagI_ Chanda, P.E, eApniug 0411421. lsbaq I.. Camstla, P.E. Product Coutrol Usk Super~ NOA no. 21-0206.03 Expiration Date: Apri114,2026 :1plprosal Date: Ummh 29, 2021 E -5 I Ili1I 11 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5- Test report on 1) Air Irian Test, per FBC, TAS 202-94 2) Unifomn Static Air -Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test perFBC, TAS 20194 5) Cyclic Wind Pres rise Loadmgprt FBC, TAS 203-9+4 6) Fomed Fly Test, per FBC, TAS 202-94 along withmadmdup drawings and i istaliation diagram ofvinyl sdilding glass door, prepared by Fenestration Testing Lab, Inc- Test Report No FTL 8.549, dated 11/06n 5, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12104n 5 and 02i 11116) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pr+esswe Tk sl, per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 20294. 4) Large Missile Impact Test perFBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 along with markedup drawings and installation diagram of vinyl sliding glass door, pttepaie+d by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12f04115, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02 I512016) 7. Tat report on 1) Uniform Static Air Pressure Test per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loadingper FBC, TAS 20394 along with marked -up drawings and installation diagram of vinyl sliding glass door•, prepared by Fenestration, Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11 /19/10, Aped and sealed by Jorge A- Causo, P. E. (SubmbW ,tinder NOA Na 11- 0107 04) 8 Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressrtrc Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large N ssale In Vact Test perFBC, TAS 201-94 5) Cychc Wend Pressure Loadingper FBC, TAS 203-94 6) Forced Emby Test, per FBC, TAS 202-94 along withmadced-up drawings and installation diagram of vinyl sliding Suss door, prepared by Fenestration. Testing Lab, Inc -Test Report No-FTL 6337 (samples A-1 thin A-5) dated 12106110, signed and staled by Jorge A Canso, P. E. (UhmiaW under X0.4 No.11- 9107.09) C. CALCULATIONS 1. Anchor verification calcubttioms and structural asi*sis, complying with FBC-2014, prtpamed by PGT, dated 12109115=4 last revised on 02115/16. signed and sealed by A y-L. Miller, F.E. (SubinOrd imder11RmANo. 151210.01). 2. GbAng co #ies with ASTME-1300-09- i lihaq L Chards, P.E. Product Control Unit Supervisor NOA Nio. 21-020SA3 ExpirationDate; Aprill.4,2026 Approval Date: Xlereb 25, Ml E -2 PGT Industries, Inc. t f a q.__.' _ q tea , t o 3. New EAdenc+e Submitted A. DRAWINGS 1. Drawing No b D-5570.0 Rey B. titled -Vinyl Sliding Glass DoorNOA aW, sheets I through 21 of 21, prepared by manufacturer, dated I0/05/15 and last revised on 02101,21, signed and sealed by A- Lynn Millis, P.E. Note: This revision consists replacement of same existing installation screw with flat dead. B. TESTS 1. Notre. C. CALCULATIONS 1., None. D. QU.ALIT1r ASSEMANCE 1. N ami-Dade Department of Regulatory and Economic Resources (RER). E, MATERIAL CERTIFICATIONS. 1. Notices ofAaM taunt No.19-0305.02 issued toKeraray America, Inc. forthesr "Trosifolt Ultradear, Clear, and Color PVB Glass Interlopers-, expiring on 0714824. 2. Notice of Acceptance No.17-080&02 issued toKtu aray America, Inc. for their "Sen st (Clear and %te) Glass Intterlarrrs", egxnag on 07/003. 3_ Notice of Acceptance No.19-1106.10 issmd to Vision Extrusions Limited for their `Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrodmis for Windows and Doors", egg an 09130124. 4-Notice ofAccep tanm No,18-1106.11 issued to Vision Exttusions Limited for their series "'%B 1000 Tan 202 and lighter shades (Non-1uY d*) Rigid CeAular PVC Exterior Extrusions for Windows and Doors", expiring an 12/29/21. F. STATEMENTS 1- Staterneat letter of cosiNmance to FBC 7i Edition (2020), dated 02MV21, issued by mamufactalrer, signed and seated by Anthmy Lynn Miller, P.E. 2- Private Labeling Agreement dated 03108121 between. PGT Industries, Inc. and CGI Armdows and Doom inc-, signed by Dean M Ruadc, P.E., V.P. Engineering, on behalf of both ecuttpatlies. G. OTHERS L Ihis NOA revues & renews NOA# 20-0429.05 (PLA w/CGI), expiring 04114/26. 2. The cunreut associated PLA CGI file #f21-4205.4i, expiring 04/14126. 1-4. ls6aq 1, Chards, PF. Product Can" Vast Supervisor NOA No. 21-0206.03. Expiratloa Dada: April 14,1026 Approval Date: March Ik 2011 PGT Industries, Iuc, NOTICE OF ACCEPTANCE: EVIDENCE SUBbTTED D. QUALTIF ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resotirces (RER)_ E. MATERIAL CERTIFICATIONS 1. Notre ofAccelptance No.1"- 528.14 issued to Vision Extrusion Limited for their "Wbite Rigid PVC Exterior Extrusions for NkIndows and Doors", dated 0943/15. expiring on 09130119. 2. Notice of Acceptance No.1ef-0920.08 issued to Vision Extrusion Limited for their _TE 1000 Tan 2,02 and lighter Shades (Non -Whim) Rigid PVC Exterior Exunslons for Windows and Doors", dated 12f0&'l6, expiring on.12129121- 3_ Notice ofAcceptance ptance No.15-052&15 issued to Vision Euttusion Limited for their Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 09113/15, expiring on 09/30/19. 4. Notice of Acceptance .No- 16-0712.02 issued to ENERGI Fenestration Sobit'ions'USA, Inc_ for their "TAN 3040 and Lighter Shades (None -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116- expnning on 02'(14f21. 5. Notice of Acceptance No-16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lightner Shades of Cap Coated Rigid PVC Exterior Extrusions forWindows and Doors" dated C9115116= egg on 04116i20. 6. Notice of Acceptance No-16-0712.03 issued to ENERGI Femestratiaal Solutions USA, Inc. for their mite Rigid PVC ExteAw ExtmOions for Windows and Doors" dated 0810117, ding on 02/28118. 7. Test reports No(s). 10402492(A), 10-06-M0527, 535753-09. per ASIME-84, AST UD 1929 and ASTU D-635. issued by EXOVA to Vision. Extrusion for celhdosic cote material (Seubmitfed under ArOA Ara 11-0107 04) 8. Notice of Acceptance No.14-0916.11 issued to Kuraray America., Inc. far their "Sen.tr%Glasal (Clear and White) Intterlaayer', cq*ing on07/04A8. 9. Notice of Acceptance No.16-1117.01 issued to Kturaray America, Inc. for there "Tresifolt Ulft aclear, Clar and Color MB Int" iayeW, cipiriug on OT08119. F. STATEIWNTS I. Statement Letter ofcomfomnaace with FBC-32hEdition (2014) and FBC-PEdition (2017), issued by mainufacturm dated 09441171 signed & sealed by Lynn Miller, PE_ 2. Statement letter of no fmmrW interest, dated 04119/17, issued by manufacturer, signed sealed by Lynn Miller, P.E.. 3. Letts of lab comopllianm part of the ,above test reports. 4. REK Test Proposal No.17-0397. dated 05MStl7, s4 n by Ishaq Cbanda, PX_ G. OTHER 1. Notice o(Acceptance No. l 1210.01, issued to PGT IWusuim for that Series 557012770- VinA Sliding Glass Door (Reinforced) - L M.L", caring on 04/14121. '� �r'►n.�. iahaq.L Claada, PX. Product Control t'ait Supervisor NOA No. 21-0209.03 EspirationDater A#6114,'.826 .lpproral Date: Uturr>, 2S, 3$11 E -3 N (D W CT3 O N .� U a)Q L 0 O co to C =3 CU O CO "= to a) c t= O O U_ O CU .� Cn "a a)O i CL L 1— CU -0 � C/3 Q- Q a z W J _ M .ar V Cl-a a d U 6, N ✓ a a !, UA Cn E 4­0 CU CU O t` CL 0 lL Q L U L_ 0 N L) L) ca O L CU w a)Z � Z .Q J a - SHEET N0. PA 1.3 - :-� ZI ILI EC:0 fiNc- , TILLIT TESTING S ENGINEFAING COMPANY ---- ­ - - --- - WAT fW-A TTL-LrT,M, F.h tilticco4wil.com " PH.L�N.�1'r PLC A. L;­M, (XV1.711 PRODUCT EVALUATQXR9PQ-RT REPORT NO.; 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProtectiQn-P-mCluctesA.I..C. 4800 S.W. 51 Street Davie, Flarida33314 t-PURPOSE-0117 EVALUATION: This is a Product Evaluation Report ISSUod by Walter A. Tillit, Jr., P.E. (SYStern ID # 1190(3) to the Global Protection Products, Li Rule Chapter No. 61 G20-3, Method I D of the Florida Departmont of Bust rediess arid Professional Regulation. This product IS being Issued an Evaluation Report as described heroin, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code. and to verify that the product is for the purpose intended at least equivalent to that required by the Codo. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE-WBAITTO; ?-tYRQQACTJNAWATIC1N DOCUMENT (P.E.W; Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL", ,Sheets I thru 26 of 26 prepared by Tilteco, Inc,: signed and scaled by Walter A. Tillit, Jr-, P.E.; dated 07/28/2020. This drawing is an integral part o 'Up'lls Evaluation Report, \I ... Ili A I""Of. ,"", -\ rc?, - r/4 4 ,,,,, ,� , ....... J , 'd,. I \ �. " . 1. 1 �� <� - pF' ..* \,l,CENS, '­ �4 ­ -." el *�.�� --7--- . -, . -- , T NO. 44167 -. *: -* . I .: III, -f?eO4 --'. I,—- - . I -�--S-P-'---c­--r-JF " , 0. * A N .-4�,� �15�-,. zopin -.4, - . . , , .. -,$ is "" SS �. ... - - " 6355 NX 36th Stritoll Suite 305, Miamil Florida 33166 - Phone: (305) 871-1530 llk�&4.06W] IPRODUC"WAILUALkON MPDXXJ�[�4aj= 2 2.2, TEST ftEPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201. 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated DB/09/1996, #96-570 dated 0908/1996, #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10105/1 998 witnessed by Gilbert Diamond, P.E. and Report No 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaospada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc.. dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2.3. STRUCTURAL ENGINEhRING AL.CULATIll On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load. as weli as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, ancl in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11103108 and 031'2115, signed and scaled by Walter A. Tillit, Jr., P.E, 3., MISSIL SIST CE. Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS RE$I$TANiCF- 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, 16, % 25 and 26 of 26 of Product Evaluation Document (P F.D.). drawing No. 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 Document (P.E.D.), drawing No. 20-176. 5. INSIALL-ATIOW Irstallation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. "41"tilk, It, 41111"'y ,V� P, T'44o.%, p",'�� ........ "I A` X; - I .11, (-- N Ile . . -- is, � - ** -,'\,\�,ENSe -.�? ___ .C�-44167 ` 19� Y � - -:�:��-I---� '.. - /�� /+ � i ..** , '. I * : E ?411- .,t / / -- STATE OF , 'tl; - / 10 *. : QZ -, , -,,, - R, . , -,V�,­. itoRlibill"."id" " e, .- .. - 1, ,� ........ ,,,,, S10, f,,,rJJJ1N1A1I�Jjii%w%l`.l11 11111411,0%, - GENERAL N : - -- - - ­- ­­­- ­­ -.---- IIJ) IN L.K,( I- i`RE�,T �MNE. GR rRECAST CDNCRoE PANIF.I.S. STUCCO OR WOOD BOARDS BE FOUND ON fiiL W1,1111 AM 2VM JMM-AMNLOA" EXTS-EVIC WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTIURE BENNO SUCH PANELS 1 S7DALI PANEL SHOWN ON THIS PRODUCT UVALUATCN DOCUMENT IF ED) HAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHAi L BE AS AWNTIONED N 8 1) AND IN 8 2) ,-CORDANCE WITHI THE 2020 (YET EDITION) OF THE FLORIDA BUILDING. CODE (C) 19. EXISTING.WDOD LNIFd­5PLQ1r WM.Y- C, - 2.%-MeQ: DESI N WIND LOADS SHALL IME DETERMINED AS PER SECTION I 620 OF THE ABOVE MENTIONED COM. - 1/4-0 TAKON ANCHORS. AS MANUFACTURED BE I.T,W BUILDCI iK FOR A WIND SPIED AS REOUNTED By THE JURISDICTION WHIRE 1HFSC S�Vrltft% WkI BE INSTALLED AND - J14-10 PA4LUAA,TL FEMALE ID AND PANIUAAAIT PLUS ANCHORS. AS 1ANFILIFACTURED BY EICO COH,�RUCTION PRODUCT, FOR A DIRECTIONANITY FACTOR KII-0.115 USING AWE 7-16 MD rJAMI NOT EXCEED IFIF MAXIMUM (&SD�) - 1/4-00 LIZ SCREIWS PER N D�5. DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15. 16. 19 * 70 - 7/16'f It II/8' WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCRfW. ME & SPECIi CO IN OMER TO VERIFY THE ABOVE CONDITION, ULTIMATE DE53ON WINO LOADS DIFITINAFINED PER ASCE 7-16 C Q MUNIVALIM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SFUILI� HE 1 1/2- diAO 7' FOR ELCO PANoJdATE PLUS SHALL BE FIRST REDUCIED TO &S D DESIGN MIND LOADS By MUALTIPLYHFK� 9" By 0 6 IN ORDER TO COMPARE THESE IA/ 10A)t (ASCII DESIGN PRfSSURIE RATINGS INDICATED ON SHEETS 7 THIRU 12, 14, 15. 16, IV A 20 AND PANIUAANLE FIE"IF TO C.2) kWMAUM THREADED PENETRATION OF LAC SCREW, IWO THE INCOD VMMr UNIT SHALL BE 1 112- NO IHIREADED IN ORDER TO VERIFY THAT ANCIFiORS ON THIS P E P AS TESTED WERE HOT OVER STRESSED. A 33X INCREASE IN ALLOWABLE STRESS FOR WING LOADS WAS odQL USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DEFERMAN[D IN PIDNETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED YNINFAIDED PENEiRtnoN ACCORDANCE WITH NDS 2018 C.3) MINIMUM EDGE DISTANCE OF LA13 SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING STORM PANCL*S ADEOUACY FOR IMPACT AND MIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SM)DIN 1626 OF THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING & TC53M INC REPORTS 96 569, 96-57D a 96-730 AND CA) M*4" PENETRATION OF WOOD BUSHING SHALL K 5/6' 1/4- 0-20 SCREWS USED SNA� BE 1 112- LONG MANIWUW FENESTRATION TESTING LAB INC., REPORTS JF203a & #21211 . AS PRwOCO1$ TAS 201, TAS-202 AND TAS-"3 SHOULD STUCCO EXIST. AND I' MINIMUM FOR WALLS WITH NO STUCCO AS WELL AS AMERICAN I"'T Use) OF SOUTH FLORIDA REPORI 00219,01-09. AS PER rASL 201, TAS 202 AND IIAS 2433 STANDARDS C.5) IN CASE THAT PRECAST STONE. OFF PRECAST CONCRIETTE PAKLS. STUCCO OR WOW SIC!ARDS BE FOUND ON THIL EXISTING 2. ALL ALUMINUM "TRUSIONS TO BE W63-TG ALLOY AND TEMPER (UNLESS OTHERWISE NOTED), SEE SHEET 2 WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN C I). C 2) 4, C 4) 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-14 ALLOY (0) ANCHORS SHALL BE INSTAiLLED FOLLOWNAG ALL Of TK RECOMMENDATIONS AND SPECIFICATIONS OF EFFE ANCHOR'S MANUFAGWR 4 ALL STM SHEET METAL PANELS 51KAL, HAVE STRUCTURAL OUALITY SrCEd­ ASTIM A-653 GRADE 50 MINIMUM. G-60 GALVANDED STEEL DIESIGNAl" W/rV- 58 5 AN, (AFTER ROLLED). 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATI00Y DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHErTS 4 THROUGH 4) EXCEPT THAT HEADERS 0 a Q SHALL MM BE USED 5. ALL SCREWS TO BE 57 NLESS STEEL 304 OR 310 AISI SERIES OR CORROSION ALSISTAW COATED CARBON STEE� AS PER AIZLD STRENGTH AND 90 kv, TENSILE S K At S COMPLY ill/ FLORIDA ILDING CODE DIN 50013 Add Y IRE TH KILL BU 9 17 SIVILL BE THE RESPOK&OUTE OF THE CONTRWEOR TO VERIFY THIE SOUNDNESS OF THE srRUCTUW Wd*IRE H ER BE � S LIFE 15 To Wliti5l) SECTold 241 .34 ATTACHED TO NSURE PROPER "Cd�Cstdi THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME 11MILD'I IL 9XIN TO BE ASTMI A-307 GALVANIZED STEEL. OR NSt 304 SERi 51�tSS STEEL, WITH 36 ILN MINIMUM IIELD SIRE.Wk 10 EACH REGULAR STORM PANEL VATIL LENGTHS OVER &'-a EtiRouc" 12'-4*. AS PER %CTIONS 6. 6, 9 & 10 AMD ALTERNATIVES &W. 7 ANCHORS TO WALL SHALL BE AS FOLLOWS 9W AT IOW ON WEIS 5. 6 III 12 RESPECTIVELY; SHALL HAVE A LEGIBLE NO READILY VISSU MARKING NNSTRUCTING OWNER OR TEMNINT TO SECURE PANELS WITH APILDCABLE REINEORCENIE?V DURING PEIRIENTS OF HURRACAFIF WAAFANG (A) TQ.LX&TM-FQVf=&Qh0M It THE INSTALLADoN CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHPCH FICAANt4 IN CONTINUOUS CONTACT "7H I/ -0 TAPCON ANCHORS AS QLANUIACTURED 01 1.1,W BUILDEX, INC (M,i, fc-3192 Ft..) ! THE RUNUCKING TO PREVENT V*ND/PAN INTRUSION - 1 /4 * . 7/8 CAUi-IN ANCHORS, AS MANAAACTUREED By OCWALT INC (VON I'C-3000 P...) - I /.,. 1 3/4' SOLID -SET ANCHORS. AS DESTRIOVIED BY ALL PORT SCREW. BOLT A SPECIALTY CO 12 STOFNM PANE INSTALLATION SHALL COMPLY WITH SPECS INDICAIED did THIS DRAWING PLUS ANY BUILDING AND 20HITIG RECULAPONS (IAH F, .3000 P.­) PROVIDED By THE JURrSDCrON WHERE PERMIT IS APPLIED TO - #14- , o PANELALAIT FEMALE ID AT PANELMATI! PLUS ANCHORS. AS MIANUFACTURED W ELCO CONSTRUCTION PRODUCTS 13 (a) IHIS PRODUCT EVOILLATION DOCUMENT (PEO) PREPARED By THIS ENGINEER IS 611DIERIC AND DOES NOT PROADE INFORA"I" (WIN I. ­33150 PAO - f/4-0 OF TAP-CRIP ANKITIORS, AS MANUFACIURED Ery TRU-TAST CORPORATION (CC -MOO P.$, ) FOR A SITE lid'ECtIFIC. PROJECT. ,P WHERE ITIHE SITE CONDrT*Ns DEVIATE FRow TK P.E.D (b) CONFIdIACTOR TO EIL RESPONSIBLE FOR THE SELECTION. PUKKA -SE AND INSTALLATION INCLUDING LIFE SAFETY Of THIS PRODUCT A 1) �IWM EMBEDMENT OF TAPCONI ANCHORS IWO POURED CONCRETE SHALL BE 1 3/4-, 2- FOR PAIAKLWIT FIFIALNE BASED ON THIS PED PROVIDED KE/SHIE DOES HOT DEVIATE FROM THE CONDNITIO," OVALED ON THIS DOCUMENT. Q AND PANEMALTE PLUS AND 1 1/4- FOR CIF TAP-Ci ANCHORS CONSTRUCTION SAFETY AT SITE IS TK CONTRACTOR'S RESPONSIBILITY A. 2) CALK-N & SOUD-SE'T ANCHORS SHIN-L BE EMBEDDED 7/3- HID THE POURED CONCRETE NO EMBEDMENI INTO (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF AduoInED STUCCO SHALL BE PERMITTED 1/4' 4-20 SCREWS USED SHALL BE 1 1/2- LONG WINIMUM SHOULD STUCCO EXIST. NO I* MINIMUM FOR WALLS WfTH NO MCCO. ANU WIT BE HEQID SCREWS OR ALL THREADED SCREWS W/O HEAD, (d) SITE SFECIFIC PROJECTS SHALL BE PREPARED 10 A FLORIDA REGISTERED I'NoWER OR ARCHITECT WHICH WILL BECOME THE BAIT WITH WIFIC NUTS EFFIGINCEN OF RECORD (E OR ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF INIF P ED ENGWNCER OF RECORD, ACIM AS A DELEGATED ENGINEER TO THE A 3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAYERS. STUCCO OR WDOO BOARDS BE FOUND ON tdF P ED ENGINEER. SHIALL S~ TO THIS LAnFR THE SIT SPECIFIC DRAWING$ FOR "W EXISTING WALL OR FLOCK ANCHORS SHALL BE LONG ENOUGH TO REXCH THE MAIN STRUCTURE BEHIAD SUCH PANELS ANCHORAGE SIWL BE AS MENnDNFD IN A, 1) AND AN A 2) (*) THIS P.LD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE of rHE PRMSslokAL ENGINEER OF RMORD THAT PREPARCD It (") IDILXIT%�J K WALL AM-G-11) /V A� AS 160VIUFACIURED BY I T. W BUILD". INC 14 SHIM" MAAdUFAC7URE1rS LABEL SHALL HE LOCATED ON A READILY MISSILE LOCATION AT STORM - 1/4' 0 � 7/8' CAi ANCIFICIRS, AS MANUFACTURED BY DEWALT INC (WON f*­i500 p.s., I PANEL SHUTTER IN ACCORDANCE WITH SECTION 1702.9 3 OF FLORIDA MADING CODE. ONE LABEL SHALL K PLACED FOR EVERY oKWING LABELING TO COMPLY WITH SECTION 1709 2 7 OF THE - I /4 IF X 3/4- SOUD-So ANCHORS, AS DISTRIBUTED By ALL POINT SCREW, OCILT & .SPECIALTY CO� I LORIOA BUILDIK COOF (MIN . E-14100 pdd�i.) SrT:eIiYA181' . olts, o E Uc OFF; RUC " .CFEMi 0 AND PARELMAIT PLUS ANCHORS. AS MANUFACTURED BY F 0 C T I, 1 ;TS 11114-ti"'Add, -3 ��Wll�. I ,.M%G, P:�gCPANELMM IS (lifiddil f .20 I psi) ..... 1/4* IF TAR-CRIP ANCHORS. AS MANUFACTURED By IRU-FASI CORPORATION ,,,, A. I - IF . ..... .. . 41 '�6 , al) MINIMUM EMKMENT I. TAINCON ANCHORS. UCO PANEL"TES AND CF ITAP-GRIP AWNCIR, INTO THE C . . . . . . . . . . . . . . . . . .. I'll FLORIDA BUILDING CODE (High Velocity Hurricane Zone � 'f -'""`�-- . . BLOCK UNIT SHALL BE I 1/*", $! .. . ' . '. . * - - M`Vok - 20 GAGE GALVANIZED STEEL STORM PANEL - ' * NO 4 '. 0ANsN . 9.2) CALX-IN ds SOUD-SL7 ANCHEOWS SHALL BE EMKDDED 7/de- INTO THE CONCRETE BLOCK UNIT NO Edde 'Lo, ** INTO STUCCO.SHALL BE PERIJITTID 1/4' 0-20 SCRM USED SHALL BE 1 1/2' LONG MINIMUN ��Utf - vc�o EAST, AND I 11114ATLAI FOR WALLS WITH 40 STUCCO, S " " STAT - 167 ---.------ ___ . I I /"/I.. . dl� r :� GLOBAL PROTECTION PRODUCM, I.W. , UNIT - - OF _ 11LIECO est. \ 101. IL 0, .. "I , NKX­ Ft Tnedn' , Ema, rum"* rsd;:gr= Y Oor". - R "111I.R.- --.,-�-e,�i- .. 0 R DI" ** `* . - , ....- I ­ITANII-Adds -11-­-I ,Now (.*�*­, I. 20-176 I PAPANNI, . -"`id,,-,,0,�0NA1 GA-01KNITI. ff=VZJ7-" I `E n,.'eu-/`PoNA`V`l(/EAft .,L'" A. M A.. p r I As 't- 1. -m(q ­., - . r . � I a . V 11 . "'S' srolt I ; , ,�. I EXISTING 'CURED � - -, CONCRETE CIA 4 i CONCRETE BLOCK IWWRIED i f, INSTALLATION DETAILS FOR REGULAR PANELS(I & U INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCIVIRES wic.11,11, ARD'an an weepm Fee CENCWETE ANDIDEs 5) (ME sclamu o. s-rm a "muo. III I .01 OWICPkM #AVMM Exww mu ma so"= a rC4 It"31i"K. �� ". I � o� O F@ CONCRETE xrm., ANN I/ I 2- - I J I/,- COAACFIETIL -Emwal ,,� 1/2 . , ­- 9-; .. ,:eFT, . 1,,­�*\ ,fts. -- I - FAIL. i ; ,". f IT ­- weless I -- - ---I I I i 1 q) i a I : �- � 1 : I m� . : . (�) A � - -.. -& ! --"-- i I I I �i� � � : I 9 � T � : ! I I : ; CI : ; � 1 4- � a.."'n, I i . ; ne," 'i"'A' . I I 12 1/11.1 ;1 ; )a : I I \\\\\\;\=1\11 I 4 �� meauklm CONEPETEANC .. .. V.. W/ !%---i z-4 . 4-� . Q)oPA (sa Sc COULE ON S.Cm a ,tesiNsIddi, 9) AISIA11011011 ING CEILING AND FLOO ! MOUNTING SCAU 3/8-1- SCALE 3/8-,- � - --V . -,-- - 11 - .- ; Ml= I --(!) I -�--­-- I � I I I i ld=. ;rmir,uo. I 11 , , CIE - 0 EX*lIdIG CONOW P(Di-liPt i 3 1 gxmmn POLMM 11 mcnieret wondefti.1 I a I ; I I J -.7 'r I I f- .g.r. t ; I I Mi I e-- --l­ i - T- 4 : W 1 I 7­1 I 'ed ..1 I "' ;, EXISTING POURED - 1 mq4 ;`DC., " 'w� I . I--, � , - . . (SEE: scermu ON S." 0 THROUGH yJ ; CA's, S5 . L X T 1, I" ww'. R I . ' " 'Ir .c 9 I """No" I I Its ----,q. IF ! .",w- I (i) I I V 4111.41911, ! - F =8" -- , -401, - ­.... . - I— --- ! � I I I I i I I -, I=% ­ I IF INEW, VIVO . I i.1 'Ir .t :- I i a - I - E IsTING PC`UwD U . 11 , I - ----.I CONCRETE OR I coNcRuL 15kLOCK � k- REQUIRED : 7 1 , / I- Lq. I --- I i gd­.-� a = aw 0 is 'Ir " -G) I 8 � ii !J i ", "W'.. 1 ,2 'Ir .. ;-, i I=%P= rAft'L I- -, AN,- �T, @, be . l:1111,$W-Iliwr,�T�91!1IR'i([ZM ��� .... 01111.111"', I 9 Ael"i, , ok A r1Z "", 00 .. ..... : .... el"", : td.� /, , "* .. ',- I 'IL 11 . ,- I � '�� N\N�l " ',� I I . II -WENS, ` ,­r I I .- .. I ..� I I - 4 ..� - ., I G, . ­-­ ,*: AkVNM iommm ON W�Motvm ISO) 1--3 de "W"I" I -UILIN AND FLOOR MOUNTIN � (sILL �­' I. I I'd dd-rot SHIFTS a THIPY,- 1) ALTERNATE fflyiff hiOUNTIM2 ScALE 3/5- E D. - ECIGE DISTANCE (SEE SCHE DuLl ON SHIEETS 8 At 9) RI21IT-MA-DWAMMLON Of- 5-112KM5 TOP & BOTTOM MOUNTINGS CAN BE COMB-NED 1N ANY WAY TO S'JiT ANY INS7ALLATION - FICIRIDA Rillt!)Nr ronr tlilli,h V.1­A. Iii 7­ii� .. '. - -- .. : � . * I . TA - ORI �> - AIAL ­2e"4"I 01"Ti imdALA,,PAnVAdA.,E cam nvw� .K. . / 11LIECO.... \ &!1sTEVPH;-* ��� cowiWi, 7 --(Po.­a -�0=­101" , ,;A-0667'. se," � - .I, P, - 20 WE GALVANIZED STEEL STORM PANEL - I'd, ORNANS" - -- GLOBAL PROTECTION PRODUCTS. U.C. AVG S. 1. ITAEV A , " ""'. -s"de (�)M-,Sw,.� (..) ...... 0""/'- �`[ 2O-s76 --; ,,, -- . ­ "Ft I . 11 -zw -1 - pan - I �� Ass 5m . 91 - L PRODU ILVALILLAILONJR�E14 2U-972LU -1 0, MATERIAL CHARACTERMSTICS AND SPECIOCADONS; Shall be strictly in accordance with General Notes and Components indicated on sheet 1 � 2 and 22 of 26, of Produc' Evaluation Document (P E D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26. of Product Evaluation Document (P.E.D.). drawing No. 20-176. 7. -MTATKINS-ANII). CONDITIONS OF V - , - -SE- 7 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thou 4 and 1 1 thru 16, indicated an sheet 21 of 26 of Product Evaluation Document (P E.l drawing No. 20-176 prepared by T'lltaco, Inc. and signed and sealed by Walter A Title[, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on secCon 1620.2 of the Florida Buildirg Code. 7.3. Product shall only be installed into poured concrete. concrete block, and wood frame structums. Product Evaluation Report prepared by Walter A Tiflit, Jr.. RE, (Florida License No 44167). Presiden I of Tilleco, Inc. (Florida CA-0006719). "01111tilito .... ,"'I"W,,, N T]4i 1�,,, "......... /'i ,!%�,i �; . , 0 ,oi-, ­ ,/5 , $I� ..", .. ,� . �\CENSe` ... Is Z .. ' , (- -�� 3 ,i %o 44167 ` == ,- "e--_----J=--�-' -- � '. * - i*!-- ,* : E . . - �,-;�;T�-*,S�-. STATE OF .:Iz S --- * W Z- -s-o'... "10R101 .---t I / / I ak X" , - ... - ,�. , ,- '. r� . ........ I 0 ,," ",,"NNAC� ,,,"' "IN1111,11todION WATILL D.� TILTECOADMON RECORDS kP. E. REPORT. 20 IG LOB AL PROTECTION PRODUCTS, LLC %20 GAGE GAL VANIZEQ STEEL STORM PANELkDRwG#M1 IS lRE PORT #204728.01 /--r----, / 11L1EC0iNC\ TILLIT TESTING & ENGINEERING COMPANY %V\i-11IT N FlCdZii.P.E. - - --- ------ - --- tfItWO@&dd1.COIn PR-0DUil LIUATIO REPORT d`l,?.r1A-N.HLId7 ­iL.A. L­ � �~Ji? REPORT NO.: 2G-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME� 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: il PrQ1ecWn-ProduGt*J.LC 4800 S.W. 51 Street Davie, Florida 33314 1, ?ktRP0SE--0E-LVAL-UATJQ-R,, This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID 1 1906) to the Global Protection Products, LLC. Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of B List ness and Professional Regulation This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that Lhe product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review arid revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMtTTED6 Z.J-.-FRC)13UC-T-EVALUATM,.DOCUMEWAP,F-.K).): Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by 1-illeco, Inc. ' signed and sealed by Walter A. Tillit. Jr., P.E.: dated 0712712020. This drawing is an inteRWri""T""i r . Evaluation Report. ", ,-,I, . 4 I/ ,,,, ',:-' \; ....... 1. ", 1, ��-. - - - � ,,, - -,-*� -, \�ENS, ", '�5 " I I? , -11-V iC� *... S _-It;-_ 1, *. � - .1 --:-- . Z : = *�­) * .*= - S .. CIE � STATE OF I : Q� S � ... At - - ,- S. tot., .--,(�� �F �,-,­ I . .. . 1�� , " " " " . ...... . . - 11, I \ 1 6355 N.W.16th Street, Suite 305, Miami, Florida 33166 - Pbone: (305) 871 1 ,old#, ... I'll'" 1 -1531 COMPONENTS FOR REGULAR & LIF SAFETY STORM PANELS (SCALE 1/2-I-) - � -I&IW MIAL WM).-- - ­ - - - ------------ 7 - - -taLlw (MAL 1111711114i ­- --� I I � -12AW (IDEFECTIVE WWN)- -1 - I . --� I - - ­411.2150" -- - -- - - ---- -], . 6 I/4*-­---­, � I 1. -7 " "' I . r- I -Ifw . I 7--- � ' ; ", -1 350" 0.0311' � I -1. 11 ` '* ' "- "�' D�: ' -d� ""A IT r- - - ­ ' ': -- * \ \ I , , -- 1� I 2 , \ (MILVANCED STEEL I I I , - ANN .`ix I /1� * E'187. ABITEM A -flu I �� T'P " 0.0m .� I \ [OMF 50 - - \\ [- .- -I'. - �J " 1 D IIL-E: "W , .1 60 GALY. / I i* E'� I . "I I "L�ID I'LL, \\17 2. 1 1 * 9= .1 -0 :-:-- " �._ , 2.000 - 5" . -�� . - I .4 T". / ' I ' _ _A -117 or OCTAIL AL-T - ID1A.L AM AJ I '!-b10AK= a- di'to GAL "'A I EDGE I .. ONLY - ' I A �Jal A 4" ll- 7 -J]iVA.L A .. I iredddo� 1 4$Z I I I A�I�ldlIdI�iidd ........ _ _ - __ . _ _ --- � - - - - - - - - �- -1 - - - - - - - - - - - ­ - - - - - I . . - - - � - - - - - - - - - - _, L-id Ts6 ­`11 "7. � ----I L-It 7 - '3 1 If. _ ----.-... ­41.250, 0 END STORM PANEL - - 2,57, - IA �­ I .1 ­­­ � - ­1 � - 2.111117r- - - . .LW PAWL'S 040 LIP -L I *#- ,/4-0-20. - ,� i I LI - A " , .125' .,. *-v 6% . . .125 I W/ Magri-6w, 1 - .100* a a - ,�. Few NKM S.3 STUD W47P - "KI, - .M. - - -P Z7 I- I -.I I 1 I -- .M. . I I � 10 ANDU 0 to 0 � 1 250' , W 2" - ' I r, I ---I. 1 *O.or . -IM9 - .003' - I , 01"t Idle Cie. it 7D.C. . F-- , 4 > I 3.3 75 11 003* 093' � 500- I I . - Z � ad . 2.000- I.W I � �5 SEE *30 I 7i; : . I . 2,is- -Olt - %gi,-- 3. " I - �0011- I " I.V,-� i 1 1254 1 , , - , I I . ' WWDMMM-1� 1 - t 1. I - .i's . L . - - - i T L­ � � - ------d- M.- -1 , I 4.5m. J IL 141 ) ��It ­I311"C' SOMETRIC VIEW DETAIL A /I I 2 2000' so � 2,0010i - -- NOL900 CONNO 0 ENDS OF PANECS nra 00 LIP 101 HEMMED EDGE (�) PIT- HEADE @ "ViAL111111M (�) ANGLIE 4�) ANGLE wiTH STUD (�76) ANGLE wiTH (N.T S) REYERSE STU I , ----i VINAIIIIII in W. i - = -rl 1/14 A 1/11 0 . 374' 37.- ,.7w - i ­ . -Med. TOP widat .096' . -- , I ! U- � 3 ! OF PAND. .1887 � 1 -.L-- ­ I '88 . 125 . I 4. 111- 30* � � I I .. - - I �= , :`- vs Noll. We ME4 I - � 1, QW. 625" .37r . --. ­ I . .GbG- f 1 mu 40 12 i'Ir a I I I r- -- - I IF -- - I ;I. �_&----T - n 771. I L W. I I , 671' 11TOar I. M. I 1 34Y 1 *,- I 1 . M,. HOLIF 10. , I I . Fi .1 - - t im LOCATION AT � I L--l- - .owl I .---.j fVE04Y INIFIEL OVERLAP A57d; . S6� " I - Aft ,M* ­ - 0114 :- - 2,000' - - - i ryp ) 7000' (�) KEY HOLE WASHER .625*6 'F' -- ­0113 (�) TRA & AKLE ,'!�� 3/8" Air' TRACK (?) FLAT PLATED 4A=STL ­ IT- am : 4�,Hdiif "101.111"Ad", WITH STUD - - . I 0�` k Tldt� "" MY, 15' LONG ,,, �� " .: ..... 0. ""' _ .I. ,��v ,- !-- I .1 I -� \cEldl I-S )i- *0 1 3� i .,.. 375"Id - 38'. 87S,* I - . � � - * . . ' - o.44167 -. 1 1 *� � : ,37V .. - L * !*I I I S : = FLORIDA BUILDING CODE (High V.)OGIty Nu, Icons Zone)l ­­� ` OF NICKEL -&- VITZ" - STATE .-'kQ7 - ITEM - I., 063% - JLA;%) I . A.- 125- - lli75- TE WING NUT , I,, 20 GAGE GALVANIZED STEEL STORM PANEL Oftes", 9, I @ icEY Hall S t5?i.-YtoRI0`e.,-11�k I - -- - - ----- -, ­ -- - - ""'. - 2.DOO' - ",&.; , ,,, .�� , �Is ,,*i6 .., ­ "' I ::� - 9 89#k� AT PANE -%,,; 1AVC ­ �. '" - 1GLOBAL PROTECTION PRODUCTS, U.C. " -0.� / - '- - 4_ �TME E �0,mi. on im. ��_ (J) 2"X7*XI/4' pith-O."s ,- Set 51 STROO ALMNAMUY, USE Wkw Adin A/0Ur �� TRUST TES"'.. . -WE... CANAL, I .11. X, " 20-176 MONOLITHIC WASHER Is/ ADDITIONAL. - ALUMINUM ANGLE . 7/3-..3/32- WASHER (STAIIIIISS I - *1 1�:) dr�%:: it-1;71­711 - A, "HOW (M)M-�. I. lots - - - - . . "oos"'. --ily- 9M 04 MiCi MATED STIFITI) Wds/ammusEdesdede; ,AAI . F� ' " 1 i I E=%�-.- i - . RON" , , 1,117 MEii - 2 -2- ----- - -------, -- -- - ---- ---.- INSTALLATION DETAILS ------ -- ­ � ---.-- FOR REGULAR & Ab, - .--- - -- - M CWSURES DIET&S-RO-RIVAILADDR-IN PQQR IDAMCFEIL -PANELSCt INTO EXISTING POURED RETE OR CONCRETE - B QQN­CFtM OCK loop -.OL- -OR W VALID FQ.R­RLWLAR, L1l E-Z H" TEM P-Alla-FfS- ...."'A" ". I,, 7- lil " 01 OF I'-:- . SCHEDULE 0. FNC,E A .) CONCRETE ANCHORS Dia SCFILXALE� ON SHCEITS 0 THROUGH I) MIZ(Z - O. I. 1. INW.- .. , ,WM I - I - ­ - �- -!� I . I je 1 ,:4 4 ft I i . ,,�� I - I I ----i =.--IV,--= - A) I Dom" I 'N I I " 1�\ , - " I �= "\"A- (�) I I Gles I I i I I 77g, - - ITS-, I-i= - - ��- - --I .L-0-0 I ; I I - . . Neels i r 111.1111, I .1. I -,�) EXISTING POURED I OO"C , ; Am OR, C= Kim 1 1 ­�� � I I 'Ir W: r - W L I , I -`� , T'i It— -T 1-,Iiu / - i 6 I I I = ! I ! I t-A A (K" �z - - - - _J 0;4- VN,.,T, ... ... - " - ? I- : . ------, I ,I ­-L 'k ­ " ­ � sou 3/14.1- .- -11-.11=1 (PLAN) .'s-- - Is. � w is - a 4�T =---� : I � ---�l I I 5 i -, A CASE 6 SCALE 3/,fi-1- I =1 1. -I ; : I -41­ o". =A,od - -0 -� : : - -.0i I ,c � : MH- i ; IXNAAA- -- I id i 'a) d 2 1/0' = IF rr , - 11" f -maim�. . V-- r. F - - ­ :7,',' , =71V,2111 I W1, I . " T-0 . 1 -. asam, i : ; . .1: : I , -- .* Adds` - 6--- '�./.. I I - I I wan 1 -*�� P. = 1=1= 15 -, i­,,/7. \ .11 I iX 1-1 I � ,.". I I 11/;,�, I � 6 . � fW. i .1217 i �, Q1 46 -` i 0 i ;- ,;; , ­ 'I, I I I/.. - - - - \-I/ --- i ! "n"ING � + I CONCRETE OR i , I I 4 I Z=---- � CONCRITIE BLOCK RITIN0110 I EIISTINGEPrED! ED ... - I - : SCALE 3/16-1" k I �, ..ET I scALd: 3/,fi­- I REOUIRED il ,/2" I::!!F.Rt-­ .* CONCRETE BLOCK I � --- I I I - , 116;1; .nl;.,+ . ­ Is i - - - ­ I , , I— - - I - I - =1== i . C ---- - ­ , Odix-mi ON PAHELAAATE FIAMI 10 AW ANDLAIATIt , I ,:�:, �L At- \,.:, 11� � - -M. .. - - .1 . I—= deds.- - - i PLUS On OF T-o" CONCRETE =c -, - --(�) ; I � I - - . - 4 - . I (SEE scdNrN.ES M SHIATS 4 a 9) MOUNTING a.m.) W1 ME SOWN 0 sHaris a PaNX.GH I , bse, T I 'IL - - III �, l scATF 3/0�,- ." I I ---.-. - =., §"oN`-1 - '\1'�J--miso \1 SCALE 5/8-'* - ­) ". - . ,�T/ 1111111 %.^= =. � EDGE OF EXISTING 6INTHINING * WV I' WIDE - VARIES X ll� E.D. - EDGE DISTANCE G) -6 essliddes- os- I THICK At UM TUBE Olt I** - EXISTING STUCCO/ P I WOW PLATE sodscra - 1 WEDO IIAND I I ­0 I ,� . As NEW I' WIDE . VARIES . 1/8' I ' AULAM. TUBE OR I' � VARIES ( SEE SCHEOULEB)ON SHE"S 8 & I h9[LJFjDFLGQMMH&RQR-QE-SEC1M! 11 SCALE 3/1 1 7, P.i. wow PLATE spAcrp , BKEHPAO I I I TOP led B0170M MOUN TINOS CAN BE I ,�. A CONCRETE ANCHORS COMERNED ANY NAY TO SUIT ANY .. - :L 1��'r.'Eldidu . I JPACK ON O -1 I )moe ON IRSAILLATI N. I ­ C.A. - SCALE 3/16-1- 4--l-VWX I a A. T'""', � [C-L S - X . ...... : d(J1^ -- � -. 1XISTING POUR - - . .. . * - , . . . . . . E - FLORIDA BUILDING CODE (High Velocity HU"Icons Zone) I - I- ANCINPAII I I 2. W . - A . .) 3 1 ,se, CONCRETE DO - ­ ­ CW.R17E BE= � - . W"vi RfC,I,R1 0 1 -, - . 1. . . - . - Z = : No 44167 �. , 1,KlIo ITEM. - S = 20 GAGE GALVANIZED STEEL STORM PANEL _;: . X6 = * : SECTION X-X = : * , SCALE 3/A-'- - . � -,a,. *4- , I - ,LOBAL PROTECTION PRODUCTS, U.C. "'I"A"m ' DETAIL FOR SPACERS REQUIRED AT TOP QR '. S TE OR - ii -P - z ­�> // 11LIEC0.7\ - am Ideso � 51 ITENEU BOTTOM TRACKS ADJACENT TO STUCCOZWOOD BAN 1`1 . � O�,-. RID .. 1, e.. . .. , , DAVIE, I �14, T,JLE In"'No . KNONKCAVAIL ca-w, -"* - - `NOAdL Uod"­. - Ddd.N*F�eitlr, 20-176 Wd;�=,;r=­?.�­ IF ..... AL 6, V - T11 I Ass � IN, I .ANiN6,WA�IA`daAL""""""`NE`*` ELUT I ds�;.I,- 7J`4`4.1sIL 3 '. 1 . I - -9 .! ! . 1 M viddin. orn I - -- - - -.-,--. ZBAMV"J�YALLAnLINALLP-ORT-NO-IL-I=QZ 2 2.2. TESTREFDRTS; Large missile Impact load tests were performed under SSTD 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 03/11/02 witnessed by William R. Mannar. P.E­ Boriz Moroz, P.E, and Henry Hattern, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaospecla, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609,1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 11 23.01 -110. dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13, 2009, , s1gred and sealed by Frank Grate. P.E, as per ASTM E-8 and Tensile Test as per 00 Metallurgical Report No. 1OKM-1 318, dated December 1, 201 0 signed and spaled by Jerry Jaciolano, P.E. as per ASTM E-8. 2.1-3-TRUCTURA-L.EN,GINEERLNS-CALCW.ATKM. On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as wait as maximum anchor spacing vs- design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 nf the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/1 B/10 and 08/2713 (for this revision), signed and sealed by Walter A Tillit, Jr.. P.E. 3-MLS"I EIMPACTRESISTANCE: Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201 - 4�WWD-LQAD1-R0*TANCC 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on shoets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.0 ), drawing No. 20-175. Maximurn Anchor Spacing shall be as indicated on sheets 5, 91 10, 1 1 � 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Sll,al Storm Panel has been verified for code compliance to work as a rion-porous storm shortter assembly, as per SSTID 12-99 Standard. Mil"kIL1111111f f JdZ1,4, pl!;�� A, T/q/,,,:% 01`,�I�, , . li-I ... I- L/ * , -, .. ;P 11,� 194INT'. V\r, lii,lsl�'L I... 11 - - I ­�,= � ­ - Itzr , . � -, , . - .. = 7// .. - -- 2 :­ '6.44167 -. = . F - -4 77417� * :*= / / -0% S EOF ., Z �, %-3� - - - . . . $ 1. 1;1 .. I . , llt� ,';""34� . '1­1�'� - ' - `� ... III— . I I � , " $I, 'J 1110,11t, PRODUCT EVA[.UAT10_,iLMMT No, _ZQ&2= I 5JNSTAUATl1Qft- Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 1 8 of 1 8, of Product Evaluation Document (I drawing No. 20-175 IV inimum separation to glass shall be as indicated on sheets 3, 6, 1 3, 14, 15, 16 and I 8 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20175. 6. MATERIAL CHAPJkCTE-RISTICS AND -SPECIFICATIONS; Shall be strictly III acrclance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications !3ha I I be as indicated on sheet I of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175- 7. LIMITATION"NO COWIT]IONS OF Isill 7.1. Shall be strictly in compliance with General Notes No- 1, 8 thru 14, indicated On Sheet 1 of 18 of Product Evaluation Document (RE.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tililt. Jr. P.E- 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 16210.2 of the Florida Building Code 7.3. Product shall only be installed into poured concrete, concrete block, and wood framo structures. Product Evaluation Repoft prepared by Walter A. Tillit, Jr., RE. (Florida License No. 44167), President of Tifteco, Inc. (Florida CA-0006719). ill`*11,71 - - I I I I I - .'.I'/- -111, . 4' . . , . V� !:", C-- *4-.*"\�Mse --,�p -:� . - ..: .. �- , .. -- * .� �� ---, - . .44167 i �= 7/.-A" �e­ , * : - . * E WATILL 7 1 .. I , - i "" - Z Cl:� TILTECO ADMON RECORDS k P. E. REPORT.2o � GLInAl POOT1541 ZIN ,pffggs'� �* .c, GALVANUEO STEEL S70RM PANEL k DRVVG 0 20-176 % RFPORT 9 20-07274i k ' I, , y , �41 .�� , " e�..�J ...�.,. , _ - .. " e -- -1 --- ----- - --- ---- - ­­- --. .- -- 1/4, 2/4. 3/4, 4/4, 5/5, 7/5. 2W/10, 3W/10, 4W/10, 6/ 5 5W/10. 6W/11 & 7W/11 �-*11`011/10. _3: MAX_ _ ANCHOFFS 'OR CONCRETE SEE SCHEDULE Ole IMM75 01,41 9 .,: VAX I Mft I FOR WOOD SEE SECTIONS OFF $HEM 10 Led I M.1, 1 6 1 0 0 - 1 6 - I - I ---- D.M..@-(�)-G),1-1-Al 1,77-1-1- 71 --- r�---­T`-­!--i­---r-T­ -- --' -T-­`1--TT-`I--1 --- T--T-- " . . . I . I . i (�- (D- @ - (�) F ffi N I Z / 1 6 A ! / / ED . . . . . . -,- 1­ ­. - 9 ­ ­ I , -A I - ,11il - " - ­ - ­.. --- -- TU I I I- 11114), I I - ---- ­ 1`.:� J 41", ,- - swi. -,,;eols�,si� i/.:i0.­­,-- - - � PINNEU11 - UNWLTM I., 31ECTIM AS B.S. U.S. DON I W/ 7/11* x 3/32* �- (INEE WINGRUTS 0 EA. OVERLAP (SEE SECTIONS AS AIAMILICARLE) OPUIT � I - -­L­I---1­J­-J--1­ I -LI. --- " I i I .- - - - -- ­ "O I ' 1 5 1--­ D-� D.M..(R.@.@-@ - -- . --I-. ... ­ - -- .,-- -1.1 I -- - ! I a-- .­ - I a 4 . IF ------ (�),(�).(�o-@-V As, I I L3 MAx I MAX t , �1- 7 I" Me..-J 1/4, 2/4. 3/4, 4/4, 5/5. 7/5, I: MIK ­� i IVV/10. 2W/10. 3W/10. 4W/10, 6/5 i � 5W/10, 6W/11 & 7W/11 i I - ANC14ORS FOR CONCRETE SEE SCHEDULE ON SHEETS 6 Ad 2 I FOR WOOD SEE SECTIONS ON SHEETS 10 Ad 11 REGULAR STORM PANELS In & fk ELEVATntill , N I S 1/4' MoA. TAP 2 61' ---A (� O~ -1 ­011 WILM I I -1 � "". 1,,:o� /-O"F �,, - ­ \ �---/ /Il4- I . , '. ;i-/ ,- , 16" , OAP 1Z /""\ - 'O, .III I i I �4 ..�� . "' * C"', . * - .. . E *-. . FLORIDA BUILDING CODE (High Velocity Huricons Zone)l q-Ay N Ii4 1 Z : '. I ­ T,-. IN, 1. 20 GAGE GALVANIZED STEEL S70RM PANEL . S DWVANL BY, - :*! ­ '' ---- ----��-� SECTION A-M er:� * I .,J �-- - /--- NITS � -a'. Alt ', .d' A, . GLOBAL PROTECTION PRODUCTS, U.C. wl2.l� -' 7q '- ' T ME .. � - S. 51 Snw % 11 t - �u � .>�� �,i,, ibtE:,-. OR(101'. �, _- .1. A '. . CNAL n- 3"'. edd , 11-1. r�� ....... �46) , 4-.' -,= --*) A t= ="; Ad '­ -'.!"" dHods. (ddNd)--,tHi& - (­AAN­e`- 20-176 - !-in. - DANANc. - ­d,,,­,".r,,­k1 ,d`1M4F./-­,/rAYr AdNJV` A .il' .. "I . � "" !�.! ;M ....*.I -- _ FUIPAIDA k4 1 441 1 Ir"91 - I -- - SHEET I . . , _ ---.---.- --.-- _ ­ - ----- - - -I---- -, - -- INSTALLATION DETAILS FOR REGULAS PANELS,'! A AA INTO EXISTING POURED C NCRETE OR CONCRETE QLQCK STRUCTURES "ORS TOP CONCRETE SEE SCKE ULL ON SHEV 0 - - - AW - POURED CONCRETE FIGURED CONCRETE I'D r FC* WOOD SEE SECTIONS ON SHEET 12 - OR CONC,RM BLOCK OR CONCRETE BLOCK -WOMICEPT. . ,,,- 2.57' 3' MNH,� REQUIRED I, MeL DIN, OVERLAP - WUM S. s. G, WZ W2 " hf. FTEQUIRED CONCRUFF AN(.HORS 11111111"ED .. .. A"DM - - 11 - ,- (Sri X.. E ON . NE %E.MLE ON ! DAL : RIO, W/U F-WE"iff- Old i i F* sHrET, 9) SHEET 9) ! 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QIRECT AMR 01. - � I& MOUNTING IN51A TION INUALLATI N INSTALLATION SECTION SECTION 9 SECTION -0 SCALE 3/8-1- .�C&E 3/8-,- I�A I I 'j'Ar.1; ........ / ", �..T!� �� .. .. . * ... EN - . . . ". FLORIDA BUILDING CODE (High Velocity Hur icons Zone). -- 5 : , . No 44167 . '-. � PIVIc MWOO. ­ 20 GAGE GALVANIZED STEEL STORM PANEL ..�: ITT Jill hKION OF S MONS = - - -- --- E.O. - S�VSZ�E FFE-YR- - *: * , .--\ ­­ � ­­­­­ ­. .---- ?Inlw" ( HE , ON I TOP Led BOTTOM MOUNTINGS.CAN BE I : ' - , P-7 �1-0 . � I - 11 - - FIFLIJUAL PROTECTION PRODUCTS, LITC. a TAX , -o'. S TE 0 .. SHEET 9) COMBINED IN ANY WAY TO UFT AN' 1 - -L-0-400, / 7iLTEco I 0 A10O Se 51 sliddEdr, INSTALLATION �, pb�'.. 10 RIO, - TVU" FES"'Pill a 5ZF.1Mr-.---.� OAVOL. n- =I- 11 i - - s . . .M A. .I- - - . .1. 'NONS. (�)M-15.8� 10 (�)edds­.Ndl 20-176 I 1111-IN, � -1 "=71. 01, 11-1", ­I`� I. cessiddic W ­ III - M.1 maisimPi Ru 1110 $1 F` ' -.I-- , = TiLuT ., PA 16,04WWWALITININAlUde/UATT - � a or n L. ----- ­.- Lk. A 441 . ------ ---- - -+- (1) (1) r- (/) -0 - M �> (D r- " L --- (3) S­- 0- = 0 -0 0 (1) 0- M -0 S-- 0- . -= 0) ­4-- CD (1) -+-- (/) G) -+.- = (1) ::3 -0 0 CZ C) - co -0 . - -- U) ­0 = 0 L.-- 0- -2 = 11, -9 (1) j�: = CZ C: 0 .0 ��_- LL. I M - M . L/) -o M E 0 Q) > 0 ll ­ o7- (1) cu I- -M -I- -+- 0­ 1-- -0 . S�- U) < it 4 Z Z LU mi JC F 7-1j ( � ow 0 cl� � CY) Ir 1­1001 - N C14 U >< I C1. Ill I..- ) =3 ..:z 1-, d -r- , I - I IT 6 ,-� " C �� �D J) � Z' - G 41T, - . (I -C- -. ,- ,I V . - <� '74 ll . " � 1) -0 <� � C 0 " - -, . I C., 0 � . - , . . >� , � -) "Ole - -r� �, t I= I I 0 0 C . -, -2 .�: C I ­ 5 .-- +� 1� Z 1-1 ­, > , L..I`- 4- Lu U) 4--, " (3) (D (1) C- -11's 4-a U) M-3 M �> 0 L- Celli 0- 0- < (1) -6-0 0 C Z3 -0 CZ 0 S.- 0- L) (1) L. M L. co :D LU 2 < 2! :�� < -J [I - SHEET NO. SH 1.0 a� mrA-Arn AAu SN (u 14.KDAE ) Taco` ! IL I �s Mt ro°tas11 I I 1 I is ISMS • 4'DC I 1 I I I •I�"rtrpGi toD 1 1 I I 1 I I i 1 I 1 1I_ ISTMD LUHIL'4R RDIA4ID / [,WCRTTE AID1aRa P 3HfCn AA •) WALL AND FLOOR MQUNTING INST41pATWtt FOR SPLIT PANELS % I T. i po01i" 4D. R4 1/IWID RUGD1MN. Erum u° ,O�r6�n.':'aNYGa;,W:. IP aaa PRt. -no .,A. L _ /� V \ SCARF: 1/4 . 1' ^�." , 5p1L1'_ 1 1 1 ; 1 1 1 U40A[Ll�t�i % YIH:M' ;f1��f11•Aa lMnia t.,.1/ - •IMAIR.I�aP..M(....E.D ' sllsr AA • rRu M«NRna I�rnldl0elR RAwR - tWl! IF- IG,-n Au.a. ` E NrIMAf ON Tre 1w¢T) 1 1 \\ ]•.. /,re ,MOON if Iiri i yl� \ ff LLNORK"R11tlM"1p1NIIa°R� , 1• r �� Rr'cefe RICK MDllgrl MSt11[ MIND m II� "I, i°IM° T \ - no'.1�2 1 Y /Lai I \ ] • U TI� I -] (Rr ,wrw • •vrroM) ' • - - Vr .-� ;- , wuloN sN+ • m Yuuw uKnar>-- -. _---_ 1 SECTION Y-Y SPLIT -STORM PANEL ELEVATION SCu�1/��,• DETAIL 2 SCALE ,p--r LOIx ar lA1�l OMDiIr1�D'1 MUWON SCHEDULE MI.. MULLION RE Cum wn SPAR (R.) - TURF MULLON - - 4 2' . J' . I/6' C AKr4In (aaLE CrROME CLL SC.- -e•'..• P•.aL � rNsul14 MM Q _ R,..,.1HIIN/lIy ••T`\l .. . , C/l ,.�''�� ANGERS••. ✓�,; F No. 44167 •-. > 4'-6' To 5 -6• 2' . 4• . ,/e• > S'-•' TO 6 -10• 7' • a 1/1' • SPAN AIJ� FOR 5 p p[_,10w PRCSSUPF RATING [UHppPNN{Iryy0 .56 0 p5p5 pp/II . -72.0 FIT •• PARAII[L TiO ESTORMYEP/1A'.IIOE'1,35 L BC OR[IrEU SECTION 1 NC SCALE NOTE: MULLION CAN ALSO RE INSTALLED N/0 SNORT PAR" ON TOP OR BOTTOM SO THAI IT 15 LpY O AT TOP OR 8OTTOM OF OPENING (ONE PANEL OPENING W/ TUBE TRW a BOTTOM) INSTALLATION INTO DETAILS FOR REGULAR EXISTING WOOD STRUCTURES PANELS J) & Qb ._ e � � m,�rp,r, I v.+T ew1 (r"�i-n .1U•'wl -_ ♦ w sn r r P< �. r' V �C,,, �I .//T.rrwAA...ou4 • ..aid• oc b'i name AIR•" Knem. A `'' _ ' v./N UA sGaw . r YD Iv \ iR' •WY' Mr•Nao[eY*br -_ r 1MKw _ - n i m mu:a Wom'�'®HIFAeD1 " ��. Nlor.N1 A/ 4AD MLoa+ IiawWMA I _y+Y r1 '^• � z � g,�• : 'Y.nR+r Ha, .; / 1 �y�/vy� N 1. I , � �F h t .nco TARRA�.NrRU ;;� •a '{�\ ¢qw ` / I ia1. ii :i.'.�aliro� � �/l�� i W T�• is �ry gg Set oaAT, I g �` M .HIS . sMssa • re ISe" ' b rAo°� i 1 INST LIATION WALL MOUNTING - ALTERNATIVE 3y' I 'fTNN � � j SMALL 1,.- _ :ems 1 I - - BUILD -OUT MO Nli TONG INST L LOTION - LTERNATIVE 1 W - `,�, wpp,•..•., +� •GA.'"°Ao,Pw�-n"PY -.._ -/--�-. -_ -�"`- :d:I:65r ;, �. - •- - I. I A .PCP, D •un - D�..N p,o, '. ;CAGE •./.' .. 1- CEILING ! FLOOR MOUNTING WALL t FLOOR MOUNTING SMALL MOUNTING INSTALLATION - ALTERNATIVE M1W (SECTION AT TOP IS UMETED TO +55.5-67.0 MA%. INSTALLATIONS -ALTERNATIVE SW SCX.E'. t/4• - 1 INSTALLATION -ALTERNATIVE 2W A.S.D. DESIGN PRESSURE RATING) Sr-E T'>me i0u lAr oa j 1Ji 6 r+.• m «o- NOTES: M.uHI'nully `�P A. Till/�', FLOOR MOUNTING INSTALLATION - SECTION 4AW SCALE; 1/4' - 1• 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS ••O`P\� ..•••-• UP TO +55.5, -72.0 Ds,f. AND PANEL'S LENGTH UP TO B'-B". gyp;•\CEN,Q '•'9 - FLORIDA BUILDING CODE High V•IocHy Nu Gone Zone) 2. FOR NEW WOOD FRAME CONSTRUCTIONS WOOD MEMBERS TO BE SOUTHERN PINE NO 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. - No.F4167• s `DRAWN 20 GAGE GALVANIZED STEEL STORM PANEL BINVTCfOR_ G4MBIfunoN .pE_.SEGSL�S ST � - ..� I� GLOBAL PROTECTION PRODUCTS, LLC,''I L EC 0L. I T M MOUNTINGS CAN BE OP BOTTOM 4 0 COMBINED IN ANY WAY TO SUIT ANY � ,c R I G\'.�� � 'i F'SS`y0 Gam, 1 Me NwT nnNo • [ IN[[111,b c Awr +.. IaoU'n�'•.°rn r•�•'Lm1 iT ;'y"rr N1op[, pa.Nel_7sFi r,Lr (Ps.).e.-[nr 20 176 INSTALLATION. SAL' 7"IIIIMI nN,arA'e swl/wGNArIRR/Mn a-000e7 • _ DRrr+D Nr wrtA A nwrrr.. rr _ _ aIm 10 W n CONCRETE ANCHM CONCRETE AM04M FOR CONCRETE ANCHORS, 1H W43UI ON BRIEFT 14 •-1 ro1 WOO) SCREW SR SECTION ON SKE, IS (sLc S SI 14) SNEER T I \ 1-r-. 1, R 1W/15 raNrO cowaE,[ \ '. 1A 2/4. W4. 3/4 CAR 4/4 1. 2 3 1W/13 - ]• MM _I ..JOG• CORE ,JOQ• 1Rn. I �;• 1 yo0. POURED coMUETE- RCOURfD \d I I m 1 r TT T _�-rfi� _ tty' y..�SCHEDULE CA- wHr irpH I I [. NP ►MQ) dN1ul01T OMEEwOR wW pREEIBOR pow IERD PARTS) u' [vARATION FOR W. T,pp AY TO OASS II A 111 �1//a•� // 7 ° •.3/ ., d WID~'E a d - MRY 1VfRf -- STUD N• 2 112' 01 IFFIAD 0 12 ,/x• O C I 1 Mff- T - ' 1R//sPa Ors S/e• im' (CAN O SG�I.TI'IY/- .1 '/"• LRr� TO • 2 /Y OC J• IENL (TAX n - 01IS i(SEE DET 2py_. - .._. (A[IERArt LOCATION i ■■ Al ENO PAMPA SE(I0�S 1/, (.. /I • 2/4)��LOGTRYN ALDn% 0oEK 3 I lax/rN) ORCOCRRf B.M.LOwR�EO I i i I 1/4, 2/4. 2A/4. 3/4 ON 4/4 1, 24 yW/13 1. Z k 1W/15 1 ALTERNATE LOCATION -) ON LIFE SAFM PANEL I AREA W/NO LIFE SAFETY PANELS LOCATION OFLIFE (SEC NOTE 18ELow) CAI1L r4 RLGUN AN PANELS W/ OR I -- Wm PANEL '--I y I _ L - W/O REGULAR TRACKS (SEE NOTE t PANEL n© BELOW) • BE INST.LED GO REYT ARCNpRI RT SARFiv STOIRMO PN•D. OPENING SMALL "F AS \ °; POURED COFCF[iFi wW"�L"" pp OPTION #1 FOR LIFE_ MNEAR tAX.t CONDITION) -T� OwFACE1fATE[ I�MSr�AI➢UTIMENOED Gyp R[pU1t(D CONCRETE NNCHENSJ-N•` , '1 a SK'IRU°C'TU� OR RIINOVf.D TROY IASNOF "�' T` ) --"D ELEVATION WALL. MOUNTING INSTALLATION -WALL AND FLOOR MOUNTING INSTALLATION 3/37--,' 6SCALE - SECTION 1, SCALE: 3/8' - , - SECTION 2 SCALE: 3/0' - 1 ©cs+°"Q I t ./, Ir..�._ �,/,• w„ ,P W N071$..ON_11FE SAL+t s11MM AANE:.RYCT�Y I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) 1 OR AS AN INTERIOR PANEL (AM PANEL LOCATION IN BETWEEN END PANELS) B V N� ) PANELS GTm n Lo B T[1WIA.1E LaA,bw LIFE SAFM PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO RfGUAR PANELS SQ NOTE N) (W/ OR w/0 REGULAR TRACKS.) T LIFE SAFELY STORE PANC4 CONS5IS Or 0.039' GALVANIZCD STEEL STORM PANEL AS SECTION B-B PER COMPONENT (�, SHE [1 2 or DRAWING. SCALE 3/32--1- THIS PANEL AI.nWS ITSELF TO BE REMOVED OR INSTALLED FROM THE NSIOC OF STRUCTURE T...l 11H IPNr11l/. 3. CAFE SAFETY P RF.OURE9 TOP TRACK TO BE COLAPOIIEN7 k BOTTOM TRACK TO T BE COMPONE�L�7 AS PER 5 2 OF THIS DRAWING. JA�'`T(.P ,...•.•.,• ✓97'4 SECTIONS , a Q\ ••'\CENSF L iDOPomES wEwESL SHEET. ASS OEWALLLS�aFL2�0/4IKK�MEDFOLLOMNO FLORIDA BUILDING CODE (High VelocityHurricane Zon• 4. M. LENGTH FOR COMPONENT ®6 15'. - ; NO' ' * "I'�°' Mo. ANCHOR SPACING FOR C04PONEW ®ANCHORAGE At BOTTOM IS GNEN ON _ : `20x0 "IO 20 GAGE GALVANIZED STEEL STORM PANEL Do - * RU, SCHEDULES I MET 14. F3� 2 COMPONENT ®NAY BE PERMANENT OR REMOVABIF. ATE RL'.c, - - ^ •a '' /N Gn GLOBAL PROTECTION PRODUCTS, LLC. S SEE ERRORS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15 �:,'Q�•. Og1a r - IL ECO F'•.. INC. •am 6r SI sT1EFr '`y.'V• NL 6. SEE SHFFF 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF '/i,,FSS TEsr"D • COL1P'LMY •�T'• 20-176 rl �N.. L{\'` " N• • " .a rr rRoa n M1r NKRE, lu.Noo-7a•e. FAX (•34NIN-an7 SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO OO BANGS IN /WO ' III III/IM-y\ .w (A) nr•fAN F,. Nay R.-raN ry u-000sll6 DMRAIO N•. r auVSNONAIVIw/Mn "Tot A 11111T A. PE Y 1[-r4 11m 1J W N 1 /. to, - 5/B• LONG BRUJLSS, RUnKNG w/ INSTALLATION DETAILS FOR REGULAR PANELS(b & t_-i� PANEL CURD' SS Ms a ..AN DG FORo.c TgSHs ro AND N 1/4. INTO EXISTING WOOD STRUCTURES FOR LENGTHS T FOR LEARNS w ro a' -a' INa SRU E 0 -a' 0 PLUS PNELAMn rOrLE O CR IMrLMn PLUS • C. MINT 1 1/Y Nil. 11•nAKD P;[I[TRAIRM 0 HLAW rp ALL LENGTHS UP. e'-e' w _ / •r LAD Iatws • ioiiilA��GN �\ � � J 4 I L� 11 aTo /Y E EOE. 1 � I I c I I � I j �� � I - NDm HOmI I � AOm KIOA .eDN•a I ALTERNATIVE 1 W ALTERNAjj)/E 2W SCALE 3/14 1 SCALE 3/8-,- 1 1 , ; 1 M 50H[OAE ON SEER . ( 1 N3 i `GH O I%AS D )/PANT/ '_ IM6 MA1Yp: To GLAu I 1 1 EOF 1.. I I ED! \ E0 ir EG Bar '.0110 I ` j wl LD. . 5/°• LDNO s `S CJSHNO ` W/ 1/A••.20.2E YS 0 s 1/.' DC ,/•'N-YO/Ia�h �i/Jt PLAN FOR p a c, tv u-N is ro T o- AND s 's D C NOR LENGTHS TO 6 -e• .HI.. 4 ON 1 OR It._,D MMLAAR (TENS IO CR Kq.+IL 2'.4, PANELKATF FILIS O 1x 1/2. D. C. WITH I - 1/• i L fCACK • 4' GF w 4wAom rnrnA ( ALTERNATIVE 3W ALTERNATIVE 4W /x• Mn THwEAoED pcHrmnow AT WOWOTN O EXISTING WOOD Pun FON 2-.4- MATE • or TIES SCALE 3/11-1- iIA'-[ 1,16-1- Au LENOIM w To ••-r " '"I" Y §�TERNATIYE WOOD$ L L CCCC�DITIONS A ANCHOR LOCATIONS DMCT MOUNTING INSTALLlAT10N BUILD -OUT 6W MOUNTING INSTALLATION wort SHUTTER TRACKS rxT ::Ibm. rnR CI r ALTERNATIVE s:ALE 3/s-r sole J/e-,' H13TES. ,"pN. "I'TI(lll'Iy'AI 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O DESIGN LOADS UP TO .55.5, -12 0 PSF AND PANEL'S LENGTH UP 10 B'-B' ;yam.• �. ENSF FLORIDA BUILDING CODE (High Velocity Hurricane Zon• 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN 16 t = P2oxo nnoo NG E v PINE NO. 2. W/ SPECIFIC DENSITY OF 055 OR EQUAL _ No, * i 20 GAGE- GALVANIZED STEEL STORM PANEL IXwN T TION OF SEC Ian. NA N.Ob. f.OH.tOM91 QN° E 0 F .- S T - ? •o'� • I:. E C 0 GLOBAL PRO KIN TECT PRODUCTS,LLC. T L / /1DY4 '',, OF PING -'"^--A Rem ar s, 11WE1 R. TOP h BOTTOM MDUNTNOS CAN BE '• F�'� 1e`'Tooewr 'A,,,4 SSj •'Ali A nNLun nt Spa ENRU Not cotvANT N Air n DEW[. saa+4 nNorE (e.)ee-rna, rA". (aNfHs-e»7 20-t 76 COMBINED IN ANY WAY TO SUET ANY INSTALLATION. Illllll NNLH[•1r, SGt/aIDrARAE/MTE N.. r>ni I. w rROOi .>., RI _47 so r, 11 a T AL STUDS O EVERT OVERLAP (12 1/1' D.0 ) TO HOLD PANEL j p I 1/4• in SEE I INTERIOR PANEL ENO PANELS -2 SCF[IXAE 61 SCHEDULE /1 .DETAIL T T .E� / .- Y - FOR MEN. -- fpR YNL L-]•-.-{ YElIIlli. WALL IIJ sRAcelc sPACBD OR DIRECT Mount ANCHOR ANCHOR OUNTING IN ALlACON (APPLICABLE M.SCHED_ULE__1-) MAXIMUM A.S.D. DESIGN MAXIMUMA�•D. DESIGN PRESSURE����sf�AND uEff$PONDIN�MAXIMUM ANCHOR SPACING SCHEDU�A��fORANCHOR SPACING SCHEDU�AT ice: fOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES 5QEE%NE • i 27W/_WyMDUNT CONDITIONS TOP A1_WIMBEW1 E.D. - 3 1/2'_ STIES O EVERY OVERLAP 02 I 2 0. C.) 0 PANEL, 6/6' Min (CASE 0 r 3' how'. (OAK 0) HA4AaAA AS0. DESION NNSSLR[ MtAG AT. IANN O' lA-W CAA-' PNpSMrr rPILE a PA•LYNR . APPLAi DIE m SCIOr.S I • eMM1MTe7w ,K T1EA LENGTH' PEEL LENGTH ', • (1) ro WINCING[ WINK comckm CONCRETE MINA CON MET[ CONCRETE BLOC' CaNiKI[ CONCHES RU.00R I:ONCNCI[ [ BLDOt B' N/A N/A N/A B' N/A 6- N/A 6' N/A 1 AT 2 (TOP) 155.0. -12.0 9• 7- 9' 9' 9- 9' 9- 9' 9' S. I (BOTTOM) 5'-0' OR LESS 6- N/A N/A N/A 6' N/A 6' N/A 6' N/A I at 2 (TOP) +55.0 -72.0 B. 7 1/2' B' 9' 9' B' t (BOTTOM) 5'--0' TO 7'-a' +55.0 -72.0 6- N/A N/A N/A r N/A 6' N/A 6- N/A 1 e T (TOO) 7'-6' 9' 4' 9- B' -- SC[t ,,L / 2 ...J.87 fLQQR_MOUNI CONDf MG_AL BOTTOM W/ 10 - 3 7/2' • LANMUY A€0. DESIGN Ne[SsuPRESSURE TIC .F., ZASE I COLD • S/R` 1F MIOW TW O A ILO ARSE 1 (SRO • 3• Yn. FIRM 1W OF NOG) APPLICABLE TO SECTIONS / a CONBINAIIO OF THEM MAXIMUM PANEL LENGTH 7' (fl.) -- -�TAPCON r•, N-IN _ �- ♦49.2 -51.5 3• }' 4 1/2' 4 1/2- 2 (BOTTOM) 7'-6' OR LESS +52.a -66.0 3' T 3' 4' 4 2 (BOTTOM) 7'-6' OR LESS .55.0 -72.o 2 1/2' 2 1/2' 4' 3 1/2- 2 (BOTTOM) 7--6. OR LESS +55.0 -72.0 1 1/1' 2 1/2' N/A N/A 2 (BOTTOM) 7'-6' To 6'-O' +ss.o -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-6' TO W-e' ALTERNATE LOCATION AT END PANEL O •--- I I I I 11 B SEE 1`IFI SEE 1 I INTERIOR PANEL END PANEL IX '�5•� /B S 2'EFaO,LRE.�1.. M ANCHOR MD.. AN SPACING SPACING -- 1'-3' Yin JDTAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SOEDULE -2) SCALE: 3/16• - r �IMUMA.S.D. DESIGN PRESSURE RATING CA.S.D. DESIGN PRESSURE�TING (p s.f)AND CORRl E5F9NIW.SrSPONDING ��/MUMPANEL�NGTHL" SCHEDU-_YElllll,E NAlMCALE�2BMMC�c�HI.T_.I0.5EGJ1 N5crri0.._LA_LdNDICATW..FLti_LDLSAtIIY.3'IQBM_PANi: SYSTEM ON SHEET 1}). s.•"P A. TIC(;, \�\CEN$F No. 44161 *. * IN, 14ALAA AaD oraRr Kr PR1n LON,H IHCRUAC Row T.' 6!) TINT eoRMluN aNW1 (RAN.) IRE[ Ni110He) b DIAL rLL11W X[ BMW 1S OR ANCHORS TTPE A SPACING FOR INSTALLATIONS INTO WOOD "WAR. BURCNG. IRNALARN AICNON wACROS ArO NNYLM LUCE MIANCE AM -It. M THIS SCMOULE IOW E.D. LEES THAN INDICATED DIN SCNEOLE REDUCE ANCHOR 4PApNG sY YUI. RIMMING SPAfmO SNOWN m 104E L[ Br IYE IOLOWNC FACTORS f011 I- OK., IDN In M f•OtNB.E. REDHEAD SPACING OMAAKD USING IACfM SMALL NOT K LESS IPUH MNP'UL SPACING ROCAFED FOR EACH ANGRIER TYPE AT ANCHORS LEGOKI 1/P� ,/.•. ,/OR 1/41 AlalloN TINT _I/1'• WO Or IIPMIP A,.Z, 0 PR'r M•. ANCHOR •IKWe (N) a 7 1 3 a 1 1/1 APIM [A 6sK IBNBe17 FACTION qr -2-1 21 _ _ Ion - •,m FLORIDA BUILDING CODE MAXIMUM A.S.D. DESIGN PRESSURE -RATING (Dj.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS I do Aq,, INSTALLATIONS INTO EXISTING CONCRETE do CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANELS (1 )a 11A INSTALLATIONS AS PER SECTIONS I MRU 10, ON SHEETS 4. 5 a 6) 1MR1LM ASD. KSNCN PRFSsvK RATING (P.-0 - 114YMA1 ANCHORS SPACING, FOR ED, - 3 I/2- » RAPTOR___- _ ___._.R TAP -GNP Y GLLI-IM PAIEURATE FIDANL O ___.- PAIpaM1E PlVS S011O SET ... APrEJjAaLl TO KC'IOM6 I a AA comBmnm Or THIN, MWILM PAWL LEMCIN 'L' IN) TO CONCAM Toro Co1CRCTE BIDCK TO CONCRETE COMIC-RETIETD MOCK CONCK[i[ ro CONCRETE BLOCK 10 CONCRETE 70 CONGER KOCK ro CONCRETE TO0 CONCNIFEE BLOCK TO CONCRETE CONCRETE BLOCK 6• N/A N/A N/A 6' N/A 6' N/A 6- N/A N/A N/A 1 (TOP) 6' 4' N/A N/A a' 6' 6' a. 6' N/A N/A 1 (BOTTOM) 8 N/A N/A N/A B• N/A 6' N/A 6' N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) 55-5. -72.0 a' N/A N/A N/A B' N/A 6' N/A 6' N/A N/A N/A 3 a 4 (TOP) >7'-5' TO 8'-B' OR LESS 6. ' 4. N/A N/A 6' '6' 6' B' 6' 6' N/A N/A 3 (BOTTOM) a' N/A N/A N/A 6• N/A 6' N/A 6- N/A N/A N/A 7 (TOP) 6' 4 N/A N/A 6' a. 6. 6' 8' 6' N/A N/A 4 a 7 (BOTTOM) N/A N/A 12 1/2- 6 1/4- 12 1/2- a 1/4- 6 1/4- 6 1/4- 6 1/4' 6 1/4, N/A N/A 5 (TOP/BOTTOM) 51 -63.3 N/A N/A 12 1/2' 5 1/4' 12 -/2' 6 1/4• 6 1/4- 6 1/4- 6 1/4- 6 1/4- N/A N/A 6 (TOP/BOROM) 8'-8' TO 11' 2- 55.0, -72.0 N/A N/A 6 1/4- N/A 6 1/4- N/A 6 1/4• 6 1/4' 6 1/4- 6 1/4- N/A N/A 6 (TOP/80TTOM) B'-a' TO 11'-2• N/A N/A N/A , N/A N/A N/A N/A N/A 6-1/4• 6 1/4- 6 I/4- 6 1/4' 6, 9, 10 (TOP) 43.6, -400 6, 4- N/A N/A N/A N/A N/A N/A 6' e• 6 1/4- 6 1/4- a (BOTTOM) OR LESS 6' 4' N/A N/A N/A N/A N/A N/A B' 6' 6 1/4- 6 1/4- 9 (BOTTOM) 12'-4. OR LESS N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4- 6 1/4' 6 1/4' 6 1/4- IO (BOTTOM) SEE 64= T0. I I AND 12 Ip1 ANCHORS TYPE a SPACING FOR INS.1 U NS INTO WOOD FRNNE BUILDING. MOMM ANCHOR IMP AND LADRM EOOE 06,ANC2 ARE INDICATED ON ITS 9CHFDUIE, FOR ED. LESS TZAR NDQUED ON SCWEOUE REDUCE ACHOR SPACING BY WA IIPLVIHO SPACING %OWN ON SCHEDULE BY TM[ FOLLOWING FACTORS. FOR THIS OP MTION TO K P065MU. REDUCED SPACING OBTAEO USING FACTCP SMALL Nor K LESS THAN *NOW SPACING 91 ATED FOR EACH ANCHOR TYPE AT ANCHORS LIMA) 07I 1/''r 1/4•I 1/4•A 1/4'. No= Tow IAWI III W-aRP PANOJAn PADNAI[ 1 mm "1 ,-1/41R felaKi OL 4E31011 ShTONG (1L) 3 a 3 ] 2 1/2 a ••1•e1•WNRD ORw.•Ir A3 a 3 a ] J 3 1/2 WdWW,I nr..r BIrA O.) a 3 l ,R a 1n4 , 1/2 NOiR%Y 6111E ►AD7OR --- S IRA - - - - •D W - ,m - lm Im ._. ._.-.-, 1 No. 4167 *: - "1111 IINNI '•i'[, $E/y/JOHMTUk[fD.R FLORIDA BUILDING CODE (High V•loclty Nu icons Zone e2oxo nTnT. He 20 GAGE GALVANIZED STEEL STORM PANEL I DRAW, B,: A GLOBAL PROTECTION PRODUCTS, LLC. o7/a/YOEo o.n LNG 7 aR-ENp a tNDeR[ Nv .eao ;A 31 f,AEH, avAr, n- ]].1+• 20-176 ]rw ,�A. N.ro.IA u H on- � naNr_ (w.)eea-7sa. rAa las•).•N-.n+ w ORr1LING Nr wptgA PLLIr A.. 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NEW WOOD P.•''\LENS ''p PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. ? � �• F FLORIDA BUILDING CODE (High V.]-; Hurricon• Zona) HD� FOR dos SECTIONS: _ No. 416 :. * ' °]°Y°'LTR°' 20 GAGE GALVANIZED STEEL STORM PANEL I TOP a BOTTOM MOUNTING $ CAN BE * '--- COMBINED IN ANY MAY TO SUET ANr "s •a'•, ST TEDF _ '�r_-3�-+� /� GLOBAL PROTECTION PRODUCTS, LLC. oLrt. •. A' R e>' I�\/ ENe. ,: .�SC .em s.w. 51 anWEr INSTALLATION, ., O ' L )RAID �, E' ati��y !_._ __,., F ' Tcarwo a [ROOM wG ANY oA.R. n. a»1• (oa4)aaP-TSN. TAX. (PofHaP -Pn] zo-t76 'A,,/FS`nf •'G�T`�wr►^M,� noR rOWoW r ""lllill 111111.•T7 q G-DOD67tI AL/BLeWUBEN"n WAnR A IM A., P.E em N or Is INSTALLATION DETAILS _MR -UTION # 1 FOR LIFE SAFETY_5_TQR rLl _PAN_LL._SYSTEM [/.,N uG Boa1B. 6 DG •/ 1-NTO EXISTING WOOD STRUCTURES 116A1em PE7E1HRU7ER �OBsnla I � 10 Woro N1WIe ( � I -T- 9{ j YOw 11fA0TI REWORD Wppp ,EAR ,KPpNm I ,� 11L1E�NN� lY�.TERNATIVE 1. 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IL ECOIMC. •lott..6,fTROT DAR TRLyr A tNM COMPANY aWE. n, 3u1. ,, ,L• °'•G FSSI A� �- ' nNo 20-178 - I Wi OI�- M�1_Ali l• Yg E IwN 6•- 6•a F V (R3•)MR-0]F] lllllllD1 PC NM/EgNIUM/Ga d MKG Ka G-WD6]I• r'� •+'!'Hw' __-____ Hit IMirut A CAN Y., PL W II_ru 9E[t I. d » u1 COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALF 1/2-1' (TOTAL 4RD,N) _.-----_.----••-1.150' _.12.9aG• (EFFECTIVE OIDT1).-__.- .. ___. ,. �- 2.591- 2.250•-7 50 ..' � rt. '-.•� l�'J\ O.O./e" MRI I/IICIL 1.3'Il0 NEAP , 214•" I 3.100• 2.SW- 2. / , / 1 ' / ' TTYP7A-SMR /` EDGE `r / TIP. I 2.244' EDGE A9. N ADE b WNUY t' c-en G,Lv A AD 6 DETAIL AJ ♦'a115 5' `g N a ^ ! 1 3 r23 • 01 STORM PANEL --- 2,470' - r O2 REVERSED "h" TRACK O3 REVERSED "U" TRACK PANEL'S 00 UP- .-.. .750• r 6sw• .125' - I kt 125' - - ISOMETRIC VIEW DETAIL A 2.000- 000• ROUNDED CORNER O ENDS OF PANEL'S 120" END UP W/ HEMMED EDGE (N. T. S) 1_ _J _ 1 1 125' L-2.000'__.J (TIP) 0 •Jw TRACK PAN ELj4 (1 2" "(Max.) ALUM. ANGLE 7 r 125' 1 1 WIDE0WER 6061-T6 µum- ALLOY Hi RHvJW HIH...... I .055- �CENS�;•:�q T N0. 44167 E FLORIDA BUILDING CODE (High Velocity Hurricane Zone) -c �' ATE OF i 'tee ate' 20 GAGE GALVANIZED STEEL STORY PANEL O7 3"x3' ax.\ ALUM. ANGLE a (M-) Q + NG 11' LOW sn' \ G'G>,J' NAl"E ' NNIHHNN -' E+ GLOBAL PROTECTION PRODUCTS, LLC. D n IL ECOINO. MOOD SY .. 2D-176...- �CowAIR M , rS, IRMECT A LLK NMIIOW CAM, r • Ea .+Rea n vIr PNdd. (e6.)m4-7145, NAA EM•x.-D7r] 5063-T6 Hum. ALLOY ••.•.iW.i'Im .RHO .-. aEi b1-HMI � aWR"G w PI vx/OBN1Aw/atT G-m047,4 wNRR A N. Pi 71Rw I ] - au 't'N - wen ]1 d » INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4- TAPCON ANCHORS 1I4• TAPCON ANCHORS I� 4 IAPCON ANCHORS _ I" iAPC'ON MKIgtS BEe" O.C. --- - is O.c. a 9' D.0 r O 9' OC POWFD POURED COHCREIE POURED CONCRRE POCONE ( �� 0R RED GCTCG OA COHCRCTE OR CONCRETE OR CONCRETE HLOC. REWIRED `1 ALOC. 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FM : (»•WK-em 20-178 WreO M: ... u - WOO,, of a INSTALLATION DET-AILS FOR OPTIO)V 402 FOR LIFE SAFETY STORM PANEL SYSTEM INTO_ EXISTING WOOD STRUCTURES 1/4'e TAPCON • 6. O.C. i/4'• TAPCON O 6' OC1 ql/ 1 W 1 1 2- MN. THIN W/ /2 YIN. FD '/ / FMCD ION AT WOW HEADERATION Al W(X1D *000 HEADER HEADER I I 1/2 1 1/4• 1/2' BAND HEADER REOUIRED'E�- Nh ACDINAm WP' �. � r$�:\ rCORT. I MINI. � n � ; I � I w. lVMA1X" I ' IC 9LA36 1 DM SHEET 14) i 1 Me,/4'W4RA,P1 i OIiKS' A BAti I EL PANEL LENGTH PANEL ELNGDM OwlsOR Bpi' 1 I (SEC NOTE I BELOW) 1/4•hS. 4 I I (SEE NOTE I BELOW) cuss sm M.a. wj--..�- 7A•• A 3/JY WBq Nllf i l l i I i EQ. L I J 2'14' WAND PS(f:1 7/D'e A 3/32' WING NUT 2'.,1 WOOD PLAT 7/B.. 3/32' THING NUT REOUNED WASHER e a 1/i O.C. REOLAREO I WASHER 0 (BEYOND) I /14-10 PANELMATE PLUS,._ /1.-10 PANRIIAtE PLUS 0 6 1/i O.C. W//1 7/0 06 V.• O.C. W1/1�//D` ) MIN. THREADED PMET /4T MIN. THREADED PENETRATION AT MIDWIOTH OF PUTT I AT WOMOTH OF PlAre WALL YOU TING INSTALLATION WALL. MOUNTING INSTALLATION ALTERNATfYO ALTERNATIVE A11T.C(/I�'•L REGULAREPANEL �K`'�ELA O FESAFTY PANEL ✓'9 Lg SCALE 3/8--1" P�''•\GEMS SCALE FLORIDA BUILDING CODE (High Velocity NUT (cone Zone LmIES- >2Hno Ham. AC I NO 44167 20 GAGE GALVANIZED STEEL STORY PANEL _- /1 �c�-y ;. INSTµlAllpNS ARE ONLY VALID FOR BUILDINGS MATH ASIGN .D DESLOADS * � "---- --- - UP TO .55.5. -72.0 PSF AND PANEL * 'S LENGTH UP TO B' S' ' "= „'D /- S -o'., S ATE D a -- / /► ,Ma GLOBAL PROTECTION PRODUCTS, LLC. DATE I L E C O 2 FOR NEW w000 FRAME CONSTRUCTION. WOOD WEYBFRS TO BE SOUTHERN MIND 9, . 61 SIRQ1 ''i, pGf•'' DR t1�LIE ENGNEgRp I4ME, R 34314 PINE NO. 2. W/ SPECIFIC DENSITY' OF 0.55 OR EQUAL - IN�j CaYFAMY ylcss .N... E .gyp I+Ionc: usrNNw-7s4a FAA -. ns.�= ] T76 r.-.PAP • (Me ----'.-"PK1i.,I HMI ORA IIN�G-Om674 -- 'IO. IIIII/MIN. WILED A Tun Ni )E ewEr A, d » I 3'/24 8' (MET NOIT : IIOfiAi ET . • SAGS V/2t 4r/24 ! ►/ a INro ©• (xE NOTE 2 WMOW) l I fDIl CONCMI[ ANUIDRL SILL • EACH rN:F.- MA, fC1eD14�T sm»rs a TW000Te scan- 1 ;'•- d 1• MA. ^1 7 Ir ON oil 0 I1 ION nalsI longs R\1111NIl9�iIII■/i��Ulti�B�I 0 X L. BELOW NM IASN/ 49 X 'L• 1 .011 . BELOW "v' SEE tdl[ ar . oR CONDIIER APCHI , SCE 9[lOr S(stn1AE oN sHRn n. rtW WOOD iCIEW: 1• MP. Non 2 ttE SECTIONS oN srER to 1• AH11. ILVA (5) IF/ OR W/0©' O + LAST PANEL ^ TO BE "SiAI.LIL(1 AT EACH TYPICAL ELEVATION_FOR SE$JES 2000 Rp°E,EIR"`HAwLEt""`rTO FACILITATE RrsP1OMA uDT9 �l Y MTENDEo TO eL INS LED FROM E-Z HANG STORM PANEL i�SYSTEM r sIOy of STRUCTURE TOBEIN SAVE 3/32' - I' __.. H-,/." ,lea. aN -Ii/•' YIN. NP I f �aOw/as W/o©.O SECTION A -A HOME 3/10- - NOTES, (1), ORNRLON_9F. SERIES 2=. E Z HAND STORM PANEL SYSTEM CONSISTING OF PANEL I Cont. TRACKS TOP A BOTTOM. (2). ED PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHEEAWSE A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4-•-20.3/4- M.S. W/ 7/6•ex3/32- ONIG NUT OR 1/4"h3/4' MITI THUMBSCREW HMO TAPPED BOTTOM TRACK. LOCATION O FASTENERS MAY Bit AT EITHER O TWO EXTERIOR FLAT RANGES OF END PANEL. (4). IN CASE THAT CND PANELS ARE NOT CONNECTED 10 BOTTOM TRACK I. It A STOP MR 6 ONLY USED AT TOP AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK LIS04G SPECS INDICATE ON NOTE (3) ABOVE_ IN SUCH CASE. CONNECTION OF PANELS TO DOROM TRACK MAY OCCUR AT ANY PANEL LOCATION (5). SEE SECTION 1', 3' h 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. " A. TI(li 'yip.•''\G EN SF No. 4,167 *:It o'• STAT OF 9 `•. F p O,(..• CO 10 'Nllllllll IN+NU 3• ,,b• 2'/24 W 1•/74 01 FSA'v2AER ' (sa Nor 3 Most) I • Mh. cowcnm PIIFNOR I ETTW 1 3' 40. '- 17¢ tN[BAt ON VIER »> -, 1• MiI. I ��•.t SINS') KNCH I _ I GOk 2' '-'-'l�►�'µfL) �tN�QIw _ ._ PrNIfJ (�[MB ww.��.)��}J•1�I��Qj 0,00 • I � I I I I I � I • 4 .w91 �IIS / 2 • - ). PANEtAA7E fryµ) WAY BE LOCATED AI END OR 1 1/7' 1 t/Y'' Al FMD PANELS) RFTEmaR PAE13_ Ie- • OAST PANEL T r0 BE INSTALLED AT E/ OPF74Nc SPRAIN ALWArs 0 I•R(T••10Cp w/ TYPICAL ELEVATION FO 1000 AFAR HANDLE 10 FAWAA INSTALLATION I INTENDED It) B[ "STALLED n4oAl E-Z�NGSTORMPAN�L��� INSIDE Of STRICTURE eULE 3/3Y. I• - 1/.' Yr. GP 1/4' re.. GAP -� - 1 2(A1TwNAR LaG1Kw SECTION B-Bu` A oNo .NNR3) . WANE W37' - 1- (1) DCHTNRION O SI'RFC ,000. E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL �HHnt. TRACKS AT TOP 6 PAWI.MAIE PLUS OR 15' LONG AT BOTTOM W/ PANELMATES. (2). END PANELS SHALL ALWAYS BE CONNECTED 10 EXXNG SILL Wµl BY MEANS O "AN 'IS OR, IF USED NRY W/ IS- LONG '(2�)H TRACK AT BOTTOM, END PANELS SHALL BE CONNECTED ro w/ r//4'I-20K3/4 S w// 7/ K3/Jz' WING NUT OR 1/4'0-20.3 Min. 1HVYBSCREW INTO TAPPED (EXCEPT AS DESCRIBED ON NOTE (3) BELOW) (3). FOR USES WHEN END PANELS ARE USE JOINTLY W/ IS- LONG © AT a(TTTOM BUT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK 2 JI STOP BAR B(,J SALL BE PROVIDED AT TOP OF SUCH PANELS. (4). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY MOUNTED TO EXISTING SILL WALL MCANS OF PANELMAIES, ONE �NTERKM PANEL MAY BE USED JOINTLY W TRACK AT BOTTOM ATTACHING BOTTOM TRACK TO WALL W/ TWO PANFLMATES FOLLOWING NO SHOWN ON FLEVANON ANn w/ 3 1/2• Ya. EDGE DISTANCE. FOR THIS IMCROR PANEL US"' '0' 1I Y W/ HOES NOT NEED TO BE CONNECTED TD ASP ANY MEANS. 1EUCN (j�1(f SMALL INSIµI.Lp V�G TSUCH THAT ADJAZENT HEM OVERLAPS RETAINED BV (Zt NF IFFT h RIGHT SIDE EN MTERIOR PANEL) HAVE 'P s FLORIDA BUILDING CODE (High Valocify Hurricane Zone $ o21a0 Hart. 4vr 20 GAGE GALVANIZED STEEL STORM PANEL D.:N ' " s - -- GLOBAL PROTECTION PRODUCTS, LLC. 01/' n'°'° - I- E C O ILA. yen E, 61 9R[[t \ i u*-T�a+o a Nc CAME, FE FU N ... 'ta rPMLuv,.. W am PNpE (p4)ee9-Tsa, rI1X. Ew•X1e9-em 20-176 . l.Nl en-Io . a . LSCH n,_IMI � PII+wa IN 't DIAL/6gNATtK/Mi CA"900A19 _ wALBA A W. P L F-Hy SWR 22 OF 24 CNIIIAL +a7 - POUREn CONCRETE OR CONCRETE DLOCK- RfW,AED INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED --CONCRETE OR CONCRETE BLOCK STRUCTURES 1,4- TAPCDN ANCI TORS 1(4' TAPCON ANCHORS O 9. OC. a 9. O.C. POURED CONCRETE '• OR CONCROL BLOCK NEOU"FA . �1^,i;, 4 CON. r� I1 a /I1.-,0'e PANEWATE PLUS N/ i/D.. 3/32' WING NUT WASHER • 6 1/4- O.L. POURFO CONCRETE OR CONCRETE BLOCK RE WIRLO WALL MOUNTING INSTALLATION SECTION 5A O REGULAR PANEL SCALE 3/6'-1" ... vial to O 20 roR ANCHORS TYPE It N� „PIE ,/1. . _'A"M .. 1/4'.SILL Pus SPACING MR INSTALLATIONS .To WOOD r AWWKP Prar ("a ] 3 FRAME BALDING MNMW AKI O. SP]CIMCS AND EDGE WAWA ART INDICATEDDN TH6 •NNNI,INT..a - H.,r.r PJ J W 3 1/2 SCHEDULE FOR E 0 IJKS THAN "DIATm W ECLEDIU IADMCE AN[.IOR SPICING BY WATIRYMC SPACING SHawN ON SCHEDULE R-O MM1 T2K,HH.1, pe, MIRK Wd NUOIOR In' W FOLLOWING FACTORS. . FDA I..DPFIAR TON PaS4N PEDTOR - ,t F BPAdNG OH NNED t15NG FACTOR OICA NGi ~ND SHALL 4E lEM2 THAN OK SPACRe 4RdUaD IRON F"Il. Arc.IOa TYPE sRI TH16 scxalnr I W 1 Ia - 1Jle - t fb 1/4- Mp- A r� t 114-1D. PANG Plas W/ UT /B'P • 3/32• WINORO NUI WASHER (BFIONO) POURED CONCRETE OR CONCRETE BLOC. REOUIRED WALL MOUNTING INSTAL.LATICti SECTION 58 O LIFE SAFETY PANEL SCALE 3/8'-1" No. 44167 W1900 ¢aro. PALL -,a STATE QFF¢ g 9'•. ( Y` OR •, F ' \. S ' '"h' ON AL DECO.... `yr .�'r�- 4111pW1 NIA , r .J rWlrt , "il. Wa wFW. . [. 54AL/6KNAIIJIR/RN[ G-000e711 I,All01 A nln -r, PE FlI.E. Lk'd1e7 RIDA BUILDING CODE (High Velocity HurrIcons Zone 20 GAGE GALVANIZED STEEL STORM PANEL7', n. .ORAL PROTECTION PRODUCTS, LLC. wm_ IL W'. PrHOHc (46•Mw-7Me, HAX. (e6MNee m7 _Z » 20-176 T=E71 RAl N S: V ID t1ANG SRM311 P EI C_YSTLM I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P-E.D.) HAS BEEN VERIFRO FOR COMPLIANCE IN B.1) MINIMUM EMBEDMENT OF TAPCON ANCHOR'i AND PANELMATE FEMALE 0 k PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71n EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4" DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. B.2) MINIMUM EMBEDMENT OF 1/4-e X 7/6- CAI ANCHORS SHALL BE IS 7/6- INTO CONCRETE. FOR A WIND SPEED A5 REQUIRED BY TIIC JURISDICTION WHERE THESE SHUTTERS WALL O INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERYL SHALL BE PERMITTED FOR A DIRECTIONALITY FACTOR KO-O.ITS USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A SA.) 1/4- 4-20 SS SIDEWALK BOLTS USED S.'ULL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL ExMT) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 O 26. ENGAGE 3/4" INTO ANCHORS. IN ORD R T IFY H N O N ULTIMATE DESIGN WIND MIN PER 7-1 E 0 VER THE ABOVE. COD q Ul E DES LOADS DETER EU E ASCE 0 SHALL BE ORS/ RCDUCFD i0 A5.0. OSKGN WPND LOADS BY YUI TIPLYING THEM BY 0.8 IN ORDER TO 0.3) IN USE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE W/ MAX. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 O 26 ANCHORS SHALL BE LORD ENOUGH TO REACH THE MAN STRUCIURE BEHIND SUCH PANELS. ANCHORAGE 5HAL1 Of AS MFNIIONED IN ILI) AND IN 6.2), TIN ORDER 10 VERIFY THAT COMPONENTS AND ANCHORS ON THIS P. E.D AS TESTED WERE NOT DYER STRESSED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HDL USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH NOS. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFKAHONS OF THE ANCHOR'S MANUFACTURER. STORM PANEL'S ADEOtACF FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENE57RAIpN TESTING LABORATORY. INC REPORT / 2032. AS PROTOCOLS TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE CON'RACTOR TO VERIFY THE SWNONESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-20J. IS TO BE ATTACHED TO INSURE PROPER ANCHCRAGE. THIS SHUTTER SH41. ONLY BE ATTACHED TO CONCRETE, BLOCK OR W000 rRAMf BVILpINCS. 2. nM15 SYSTEM FINS BEEN DESIGNED 10 BE INSTALLED ON THE OIfTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE THE INSIDE W/C THE USE OF A LADDER OR OFT. THIS APPLICATION IS VAUD WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR IS TO SEAL./CAI)LK All. SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE OF STRUCTURE. CONTACT WITH THE BUIEENNG TO PREVENT WIND/RAIN INTRUSION CAAK AND SEAL SHUTTER TRACKS AI.I AROUND FULL LENGTH 3. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLAIION IS RFOUIREO 10 UL PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS ONAwiNG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED It' THE JURISDICTION WHERE PERMIT IS APPLIED TO 4. SERIES 2DW INSIµ LATKAN IS APPLICABLE TO 504CLL AND DOUBLE HUNG AND HORIZONTAL SUDERS STYLE WINDOWS WHEN INSTALLATION IS REOUIRED TO BE PERFORMED FROM THE INSIDE Of STRUCTURE 14 ATRIUM WINDOWS AND DOORS, NC. E - Z HAUG STORM PANEL SYSTEM^' IS PATENT PDOW 1 THIS P 1 T P P - TEMPER 5 o S EVALUATION DOCUMENT .ET; PREPARED THIS ENGINEER GENERIC AIR T 5. ALL ALUMINUM EXTRUSIONS TO BE 606! 16 ALLOY AND EM ER. (UNLESS OTHERWISE NOTED) () ( ) 0Y C GE C D DOES NO PROVIDE AIIDN S NrORMAiION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL RAVE 3105-H14 ALLOY. NTRICi T FOR H T I CO OR 0 BE RESPoNSFBLC O THE SELECTION. PURCHASE AND INSTALLATION INCLUDING F OLEE SARFTY O 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-S5J GRACE 50 Men, CAI VANLZED STEEL TNaS PROOIICT BASED ON THIS PLO PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- 50.5 Ae; (AFTER ROILED) THIS DOCUMENT CONSTRUCTION SAFETY Al SITE IS THE CONTRACTOR'S RESPONSIBILITY, R T R T a THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED !NV F 'rI C EWS TO 57µNLE5S STEEL ]01 OR J78 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN () µJD I MODI ED S. AIl SCREWS 5WIa W/ SO xel YIELD STRENG7H AND 90 kip; TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4 (e) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL9. 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AIS7 304 SERIES STAINLESS STEEL WTH 36 Me, MINIMUM HELD STRENGTH. BECOME THE ENGINEER O RECORD (E.O.R.; FOR THE PROJECT AND WHO WILL I E RESPONSIBLE FOR THE PROPER USE O THE P.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PT D. ENGINEER. SHALL 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPEGM fIC DRAWINGS FOR REW (A) ID, EM11ING POIREC [Of:EBEEE: (a) THIS P E.D. SHALL KM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - 1/4•e TAPCON ANCHORS AS MANUFACTURED BY I W. BVLDEX, INC (MIN. C -3192 p 4.1.) RECORD THAT PREPARED IT 4• I 7 -IN eANUFAC D DEW T' INC.' . - 1 % 6 CALK ANCHORS. A5 LURE Bt' µ C (WIN. c JOW .e.i. ,6 STORM PANEL LABEL3 SHALL LOCATED ON A READILY VISIBLE PANE[. IN ALL 13Eh LA EDpFO 14-10 PANELMATE FEMALE ID k PANEL.MATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - / ACCORDANCE PATH SECTION 1 3 70 FLORIDA LABEL CODE ONE LABEL SHALL BL PLACED FOR Cv[RV OPENING. Y WITH SECTION 2 OFBUILDING (Fc-J350 D,•.i.) IABELIHf. TO COMPLY WITH SFCIION I)09.9.2 O 71E FLORIDA BUILDING EWE.. COMPLY Ai) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALT BE 1 3/4• AND 2' FOR PANELMATE FEMALE 10 & PANELMATE PLUS A2) MINIMUM EMBEDMENT OF 1/4'e X 7/0' CAL( --IN ANCHORS SHALL BE 15 7/6" INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. 1N/4 20 S SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERLAL EXIST) TO ENGAGE 3/4• 11Nrrry, N 00 n ri' �(/%O'. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, 0R PAVERS BE FOUND ON 'HE EXISTING WµL OR" FLUOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL �'�°'''•�,\CENSF' .!.) , BE AS MENTINED IN A1) AND IN A.2). i - No. 44167 = (B) IQ..EXISTING CONC)(LT�B!C_K wgLl � *; _ - 1/4- a TAPCON ANCHORS AS MANUFACTURED BY I I W 6UILDEX, INC. '• * . * = FLORIDA BUILDING CODE (High Velocity Hurricons Zone) _ n2oxo nnm..c. ANCHORS, AS MANUFACTURED CH RS, AET INC F C7U 5W Y EL '7�0� •, PE1$)OA ,'� 20 CAGE GALVANIZED STEEL STORM PANEL .1;: N - 1 -I 1 AN PAN ANT P ANCHORS, T 1 N 4-1 I % 7/M E FEMALE / ♦ 0 PANELWIE (TIME D D El E PLUS ANC OR AS MANlIKAC ERRED BY ELCO CONSTRUE IO _ _ �_.__.-� PRODUCTS 1�'PA (rm-2071 D.A.).) rs1b��0 e7Mnat6 MROCTS, LLC. DA- ar �„y4Ma• I ) INC \I (GLOBAL PROTECTION PRODUCTS,n / RUT MTMO a IRW1HGJi COVAXY 646E. fL 20-176 i es +AH. A K u oL (Da Wee- SHf rA (uMNR9-e v7 P.L iMlA,/MWIATIIRL/MR _ TERA PELJ A+w-IW rFLORI A IG, ,.. 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BUILD -OUT MOUNTING INST SCALE 3/0-1• S.fF.9. tab F B SECTION 3' IYILL SCAE 3/8-I' W spro"CATIDPS ALD.wwY[AH,S rp UB OF •M T THY U MfL� AS .11Hn1'H lllllll„ *IP ]MUMS (2) fM ,Y'lF•rr n: n� '' NDEIa !]6,m I.!V SECTION 4' SCALE t/M." __-.��E"y�� iilRo wiiwLA ,IPB't ;��?�•'oc NIS F -_ --I •- LJ 0 �T�S�+�b NDa reR Ixeewml d s "B"" u LOP . ■oIx A IIDI1M To SUIT IW"" NAM By ASCAR ANr = _`* No. 44167 FLORIDA BUILDING CODE (High Velocity NUT cone Zone ^ n �- © ",✓-y'T'oM. i �'• $TATE OF = 20 GAGE GALVANIZED STEEL STORM PANELr DETAIL 1 ID 1. xIHAKa .'Nr �O •. F 4 G GLOBAL PROTECTION LLC. 97 anaw SCALE 1/2-- 1 VIEW X McR » +� I (, `-y=�%y"�'l 6�y sL/ � Mr'R/' ' IrHN, Ir(HN YIyIT r rINO E. PRODUCTS, 1'.i IFEe Ma COYPANr I1.M. 1,_1321. �M PE STN/SNx+ATMRIONIC -- G-DIij WATER A 1 DIPx (9e.)Aea..7x1, AA (M4NN-4n7 20-176 .. H+1 b, ISA4bIMG HN .•. P.0 ,7 O Q� C/) CU O U N O O �_ Q_ ca -0 n- t� C)(a) = C6 U) O O L O � O nn ,, W ly CZ O O -1-- LL_ 1F CIO r^ ICU C)VJ U) fM C) 1V O - _ M cV 2 U •L (1) (%G - N C Q\ID N -C -0 C0-00"--� I_ 1_ O +.l `O G ` i V 7LJJ LMIr W O CIO ) p CL (1) U) W Lu Q Z Z Q J ch SHEET NO. SH 1.2 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AN CORRESPONDING MAXIMUM PANEL LENGTH 'L" SCHEDUL FOR SERIES 1000/2000 E-Z HANG STORM PANEL M SYSTE LY" Silti EPA PI _1,.',:_1I -A,5 PI-P. .., - � N_ I 'HR__4 -SHELI 2i� MAXWUM A.SD. M. P r menesum SEPARATION 1ANEL A"Em A 0 I %%: V57 In (SITE ) To CONDITION S. __ - - __ - - -.-- .64b. -753 - 70* ON LESS 2 9/15- ___ - BOLIED - - V. 2% 3% I *w. 211 Al 3'W 46G.D. -75.3 70* OR LESS 2 7/8- - I NOCTIED - ,t' & 4'* i - - BOLTED ill/ LEWIN MEASURED r=210 OF RANCL lg(4' S IL M.S. k "FIGHT." AT OVERIAP III 4OX Of PANCI MAXIMUM A.S-Q__Q1i51QhL2RLSSURE RATIN LQA6t1_AND_QQR8E_5n.NDImG MAXIMUM ANCHO AL 0. - � DISTARCT SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE A CONCRETE B IVAIJO QNLZ FDA PAN._�FaT1".A_jjDN5_ -1hau-1- 'Affiz-al. -1 X MAXIMUM S.D. DESIGN PRE ' RE RAW (p,,E) MAXIMUM ANCHORS SPACHRI ,as E� 0. - 3 1/7' - - __ - - ­­� - - ____ -- - __7�APCOMS GN­ 1 PANiuAAAT1 1.1" PLUS I I __ ,FF'.- To " "' , S =44. Or ,RFAA - - WIDTH V (-) TO CONCRETE 70 CONCRETE rim __ --7--t 1 1 1:0 an-ci . TO comcam I M CONCRETE BLOCK -_ I ITT it . 0771 ITO :!aC 12* MIA 12- N/A 12' N/A 12* I I I N/A I' & 2- (TOP) it" . 3. * 10. - _ 3' - 1. 4 . S* I 1 4' 1 S " (BOTTOM) ERIEIS 2000 + 12' 1. 12' 5. a' . 6 . 6 . 6 I , (BOTTOM) SERIES 1DOO ++ .660, -75.3 N/A N/A N/A N/A N/A N/A 12 1/2- - it' 2- (SOT -TOM) ______ - __ 3' (TOP) . 70 OR LESS 7- MIA 6 1/2- N/A - 4 112- N/A - 4 1/2' - N/A __ 12' __ NIA 12, N/A 2 1/2- N/A 9 1/2- N/A 3. (BOTTOM) 12' . NIA 12' N/A i2' N /A 2- N/A - 4' (TOP) 12' IS. 12- 1 _ 2 1/2- 12- 2- I I . 1 I A- (BOTTOM) I IF UFATITTO TO 56 0 9 mJ. &S.D. DESIGN PRESSURE HONG A SEE SIM 29 .w ANCHORS lvn b SPAICRIC FOR, Ns"I'LLATIONS Aii �iow FRAME DULDRAG MIMPAUFF ANCHOR !PACNGS AND MINIMUM =TAKE ARE INDICATED ON THIS SCHICI FDA ELI LESS THAN IF0CAT1D ON SCHEDULE REDUCE ANCHOR SPACING V ukk­L�G STIACRAG SHORT ON SCHEDULE V THE FOLLcft1HC FACTORS FOR TH6 OPERATIO TV BE POSSIBLE REDUCED SPACING O&HANDO UI FACTOR S� NOT OF LISS MAN FAFF�AUM SPACING INDICATED FOR EACH ANCHOR TYPE AT LEGEND _AICNORS mi�* 1/4'. '/.-. I/ 4-. ' ANUM TYPE - - w"m - O.ib� "WiM, At --awn: FUMS - ___ __ AACHD"__ ___ __ - - (i 3 3 I I '/7 - . Amow;Iii; 00 3 3 - -I __i7__ " -4 �= MIR* ph) 3 3 '/7 3 '/I 4 sommill. tA OMK commo 10111111111111111 I T -! � __ -_ ; �/ r I - 4 - IF_ - I r I 'Alc 1 - ___ _ 3 1/2, Im I - I I w -1 �Q;'AI . )" "I ­` - ENS,, -!�\ 4 P - .. . :: No. I i � ; * = * . I: * : '. , __ , - S E OF - .-Lz� -, - , - In. ... I lb�.. "I F%DlFm-,66k,�11;c� -4� 52-4 11 , . . , e 'I � 0 - 1. ......"', 'RAL/ ... .......... /oAn, I * - TE E S' - IN -� F'-� , H.LL_ F F'f� 1 + HECTARES Mi DISTANCE GVWN BOTTOM OF PANII fj/2. M40 (D TO BE 1/2' f M., ­11-� 17 I ++ ATEOUTRES Mo. DISTANCE 90WEN BOTTOM OF PANEL -0 (2) To BE 3/w i3/IK- I I vit. U - L FLORIDA BUILDING CODE (High Velocity Hurricons Zone ILI= W. 1 20 GAGE GALVANIZED STEEL STORM PANEL I PARAN, w ____ ----,-. - � , _____ - "I'll"Isn", GLOBAL PROTECTION PRODUCTS. LLC. DhYli "FOI III it"REIT - - -. , 20-176 .. , .I - - . .1. 1. (ART ___I - I-) 01141-IS44, Im."t.),I.I - I I - - .I -onne". 11. I -1 . lir "114,--:#--- U, IF -6, - - , I - - - 1 - - �Fmm IT . IN . - ____ - ____ ____ ­_______ _­_.____ COMPONIENTS FOR REGULAR, LIFE SAFETY & E-Z.HMG STORM PANEL SYSTEMS (SCALE 1/2-l') -15.1n- (MAL 01151FII ___ - 2.187' - F-- - -1 12.500i (EFFECTWE WWn4)-- - - 193' 1/41-20.3/1- I I 2WLr- .7w. , 5 S. STUFF RNACTIED I * 1 1.250' I Do* .. 'm. . 1.3pW - ,/ INIE' _� AW 25*_� C 3I - - 1.3?O' - , FIT . - (_, K ArVIRI r I -I S ! r - -I-- I I - 4 � I F ) 96-_ _ 6 1/4- ".)- - __ - - . r- 've- � .1 , -- 1 ,� ." '.,, !/T! .", I � el Oo24' W�1: TIMOR is , h 11� &3im- ; I 67i, 14 - ZCCF I L . - +1 IL G`L_i ` 2 .001" - RADE M A . e A I , - %. 1.01 I COK , MI ::� TYP. i - .3w - - L____ ___J r L I I G-11D CALV 'm � ! 2.125 .m. - 125* I DIETAIL A 4F - I - L__.I.5DG _J (TYR ) __ 5 -) 091AAL A � - C 2DOO' --! I --- __ ___- ] T STORM PANE . __I'SSO'_ - _ , PANELS SHALL BE INSTALLED A. -IS - 2.357' "a' LEFT ED Motor A/ /2' LL "Id" HUDIER (�) Fir TRAcK (�) ANGLE wiTH STU AT END AT LEr SIDE OF' PARFIL (�) " TOP EDGE I- Al - gP NARL 0.024' (W..) GALVANIZED SIM PAMILL. 7 0 ./ HEMMED iiiii" 'AG.,. .. _. � -C 11� � 04AW . � I -7- 1 , . - ll - I , I �� � , . it 3�� 'I- -;4�__,., 1 . i � _j 41� � ��___� I 0�111101# PAWL 3 00 LAR �41 � i - , . 37 . a , I elam- - --.2.51110-1 � ,b2w - -V,­� C 0 --I I "E"N"ll I - - -I : ,,,, I __ �1,2"".- 2.250l - - - � - -g OR (90 " 2 , ISOMETRIC VIEW DETAIL A * 10 � . I "_ I -1 - - +i 1 - ,____ 1Bw I � ,7- _.", '01 ROUNDED CORNER 0 ENDS OF PANEL" I - MAL On* _j IND UP W1 HEMMED rDGI I . ., .125' -2.376' -- - - IN , TS) .7 'Y" BOTTOM AMIJ 2.. " ' 4 , 091* I -0,5,0. T ,KEY HOLE WASHER 3.750* ! tYp ) 105-H154 ALUM KIOY (�) KEY HOLE, AT PANEL -� - I I -, . .072' i I I IF SEE $HIM I FOR ADDFHO­ 2 124' 13" I - �750' - A LAHAT'lean If SLEEW. LOWN IS I I'. -pl. .Aw i ONLY VAUD "M INSTALLATIONS INTO �-- -� - ow.) 'I WOOD STRIAI I ; 12 � W I I MAX, LENGTH F ' I - 3"S' (:�) !!LJEIOI��" a . I .2�- . I � 'I).. - 2. Goo. I !_ - 113' 3 750* 12V 1.111w - 2 5.45, - 2.118, -, I 1 0 � _jTi __ - == I .250 L - (TYP f (�) REv. -HFF HEADER (�O " E _0107 - I' MIN TO 5* UHH, - I :al.-* I I 0� SLEEVE 1" MAX, __2AW----i - I LENGTH " g ANGLE .I - 6MI-16 ALLOY` ""'07INAMp ... 101 J" TRAC (j� PANEL HANGER .ILA' 3 000' .311ili�' elv, J!�Z,','x, (I 1/4- WIDE) .. . (USE ONLY FOR E-Z KANO STORM PANEL . I . " * I. I r - I . - FLORIDA BUILDING CODE (Non High Velocity Hur Icon* Zons)l _ 125j�) . . - Z ' - - t 8 ' - - .: No. 44167 '. I i F �", �- . -I � w C- . z .. \NCEN se '--.!' . � ", SYSTEM) dDI ALUM ALLOY . - , 470* - .275' �e�l ­­­ - - - I 67 I. 2 090'! , ........... MRI I Fin 60 . - - . _: F.I. I . ; ,.O, " ' 123- 4. 1% � _ N 0 - * . III : T L �IcZi PITIOT. INC 24 GAGE GALVANIZED STEEL STORM PANEL i=") - I _J - L�7..,_: .. 7 I . 11 -,:� STATE OF .: - i ORNMH w __ __ - . - - , , - . . 'p.. . __ __ SEE SECTITHS ___ "� .250 .',� I - -0 �/"/- "Ica 5. 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WAX. _. - _ I I __ ____-__-_- ___ INSTALLATION DETAILS FOR REGULA - __ - INTO PDVBik-QD14-CREi-E-D-R-QDN-CR-E-TE--BA-Q-CK-aIRU-C-T-UM ALTFREIFITE, CCNCRET ANCHORS EFOCATHON (SEE SCH VIE ON EXISFAIG POURED CONCRETE EXISTING POURED CONCRETE $HEM 9 "IRCTUCH 10) 09 CONCRETE BEECH OR CONCRETE E1i.00X RrOU.RED ACQUIRED I ALTERNATE LEG � 1 " LOCATION CONCRETE ANCHORS . I I I (SEE SCHEOULE OIL _ � S14EETS 9 THROUGH F - - - I @ � ­ - .'�" - . . . ". ., Nal . . n � m ma" OR - � 1 : 1 VC-30I 1. FAIL ./ i4IF . FICTE ANCHORS COK ; (SEE SCHEDULE ON _ IIII 12 1/2- Oc $ I I __ ! SHEETS 9 THROUGI, 10) I- /., Be I E , :6 mis, : q�_ wo, a II cui, I I F/� ��,-v�,�, ;T,,,f/ -, ! 11 � , , , - - FF 1 (i) ­,-,,;,, ,� i +,/., 1 I I - , - . I �, C C E. " I !�_ +,,,�, I C&S'll 0 i I � p/e MAX. - E­ i PANEL LL.GT. (SEE SCHEDULE - I 'I M., ON' ' : I - �""`I� . " : - T I I MI SEPARATION I � : - (�) ,,,A S P ICE40 & %C.i I .+ ��� .- z .-. .%-�o ... I � 10 =GLA55 � ON IFEM , a : I ples. ITIANAFT. _r - - r *1 * (SEC SONCEDULE TO" TO OLAS& I ON I 4-.-.aiq ( SEE LE I ON SHEET 3) 11 , ­'� TE - �zi ao 'PACE'RA ;; I I I - Mi . PANEL LENGTH I SHEET 3). - I IV - ==`i 'L' M.. ! ,A __ (M FDA � ummmm amim YI U :SEZvo. I � ­11 __ ! (StL �CMFDUI ON SHEET 3) I 1 =" I - i --- � _� PAN, ECEII I (SEE SCHEDULE 0-1111-1 ON SHEET 3) 111's -41-- -1 ( TO GLASS. . SEE SCHEDULE : I _(j) I I I.--- ==#Vl- - I ! _-4-1-1 I - - , -_ � I a ON SHEET 3) a I I Box OF III.* VAX. 1 . I OF 1 'L' MAY I I� I I i - _,�) � : 40 IF I I, - � 1:0 I 0 11 i/2- OC � I I 0 : I I "I - �1 __ I -,,,,,�7�, ','� : , T , . I'D ': - I -CH I I 5" OF 'L Mi I : I I 1 '' . : L - I I I- I L__ ve. '. omn �/ I I I l � -_ - �_:: �_: : :U1,111, � 0 " , .. ­ I-' , EXISTING P0U1tW ,. "" I . ,� , I , - - . , CONCRETE ANCHORS I (SEE SCHEDULE ON to SHEM 9 THROUGH I 4 ,.c CONCRETE ANCHORS (SEE SCHEDULE ON C 'I SHEETS 0 THROUGH 10) * 2 116' LONG I I MAX ALUMINUM CONCRETE I EDGE OF WALL OR SIAS - I PACERS41=' OCPVALJD FOR ACQUIRED - (ALT CONDITION) ALL DESIGN AND ANIEL - " I MPOURED CONCRETE RM §Mk EXIST POURED CONCRETE LENGTHS PER SHEET 3 CONCRETE ANCHORS (%I. Se NEOULL ON REQUIRED. OR C,0,1OC ETE BLOCK Alrou 0� �_ MAII. LONG ALUMMUM SPACERS 0 . - FAREOP 10 SHEETS 9 THROUGh 10) - ED. - - _ 2 1/2 ON D.C. (SEE TABLE 11 SHEETS 9 A, 10.) CEILING AND . BUILD �� WALL MOUNTINQ /Q! RS C9) OR 6 SMIRK -A SCALE 3/8-1- 11-A,11. 1/13-1, 5ECTION SCALE 3/8.,- ""'V, I'J!��;.,f", "I 'I, -,;, �,4 \,\r- `_. - " -'Ill " FLORIDA BUILDING CODE (Non HIgh Velocity Hurricane Zone - . - . . ..-, - 24 GAGE GALVANIZED STEEL STORM PANEL 11 , = : 0. 44167 *. I A; : ORARN , = * . * . Tir 401E. _FVR_LQM0b&DQR_ff.3ECTm: z I . 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W*AIED ALTERNATIVE 2"W .1 - - F.". ill= INSTA �­ It ,4 - ' / 1 , PLATE A110"Aw" ,CA, FLO CA EDK ON " - I , ALTERNATIVE I 1 , � , BUILD -OUT -MOUNTING SC&E 1/4*.I' �' � INSTALLATION : IL�_ ELOOR TO CEIUNG MOUNTING ", NOTES I - III INSTALLATION I 14TAULATI1141 ARE ONLY VAUD FDR BULDINGS WITH A.SD DESIGN LCAVI � FEi , HH, ... �, SCALE 1/1'.1, - Jp To +60.0. _751 w AMC PANEL'S UNGTH UP To 5'-10' ,,,,, � - JERNATIVE VW `7 4 ," 9, - T14 � FOR NEW WOOD FRAME COWRUCTFoN. sucto MENIEFERS TO Fif Sairlr,R, SIF ­ " 1.0 "i .. L/AiI Sc.-T ,/.--I- _­ ... FINE , ,Vv "I 4. No. 2. III SPECIFIC MI. Of 0.55 OR EQUAL 't � : " - ,/ ,.�CENSil ..�p 11, - i ... I I I .. . - - . . I FLORIDA BUILDING CODE (High Velocity Hur Icon* Zone) Is, - I IOU z . ; 2 : No. 4 � S_ -IcIn wri - wr S:C,=jAF E=;PS t 20 GAGE GALVANIZED STEEL STORM PANEL 11 W IF 1� 1 Fill.: !*f U.".. 0, I ct4 TFF�TS Vj COR t AT TOP FI I z : I F V F,WP, ft "Sto - -am "LAVER, � � - - ,ow cle I- v. AS NSFA,,UrRTFF TYPE 0. III 2 � SIAT OF ,:A - S -�,.-. , �__ GLOBAL PROTECTION PRODUCTS, LLC. "'Z�- -_ " , - - � ,,�_�� f7i UECO,mic � A FOF -7-- ALTERNATIVE TOP MEADE tO 0, _,$U'_, - . . . ...... 7.�. � IR _W��- " - `1 "', \ - , "� - n­ - I -FIR -Min co-.., - �. . -`�,? _ , I - -, /. :== ',�It",A,3,3/,&� , CAM K LOMKJRIED IN - _& AhQdQ&J.Qr.k11m LVO;Z �' ., -I --* .�!..-. `F__-).1-n.­ - III.. -11.11 I 1-Hist-.? 20-176 t f. �,F.4_F I I WAY 10 5.1 ANY WISIALLATXIS -1, I/`F' - 1, 'Fit.. A f SIAL/1-TURI __ - 90MI'll, -1 -7�:�, - `,,, i, -1 !!!. . - " " 11 � "I SHOWN 'Ok CLAIM , . , 1 - 11 1. r'" � I *=in 1w, TV . I - I - I - - - - - -,-.-., -1 SINGLE PANfLs(-i) uim AT TOP OR 991TO -12, WI TRACKS m,i IF M XIMUM N L N H "L+" OR "L-" (ft.) 0 HAXw. &So - "ON D' RATING PRE (p . SSU ") (. ile -) CONCRETE: a *DOD wmmAAnD.S t __1 - L+ L, 200 W-0, I II _ 210 12 *-o* "�,` -_ Sao - I I ,-#, Io'-O* 35.0 to'-:0, W-0, 4ao - II I *_ 1111-41 - 410 W-91 W-01 - we N*- 1, 8�4, ... 511UP 81-r - B'-O' -_ INTO #'-j' r-71 ­__ Wo --- __.;;::ii;_ 11. _ 7111.0 - r.1. ­ I -1. - me - Mo r-r --- '. _'. 7,-D, � .-- 6 .-g. 6`91 v-$' 6 :�� -__ . -_ - - - 01-10, 6,-?* &SU, _ __ ____ -- - goo III 61-91 - - 6'-P' - I'-O' _____ - 10CLO . S'_1 FO&O . S'_v* - Into - S.-r _=.1 . - I '10 7 � t ,IF$ :2LJ __ _ __ RATING (p.a.f.) AND CORRESPONDING + 2/4 *11/4. 3/4, 4/5, 5/5 III 6/5 WIS. 2W/6. 3W/7 III 4W/7 AWWRS (SEE SCHEDULE OPT . MAX DMICRETE, CONCRETE BLOCK & WOOD (t) r MAX - SHEETS 9. I 0 AII I) _ - _,3 r, I' #mmiw. L '. M,sr SINGLE-EIIIII �� REMWNED AT CALM - I i a / ,�- - END Wati-TRACKS `3', 'A', ju & 13 9B - -1 -r- - E­ T /- r- - I- I I - -I - � -I- 1 * __ - T I D.M_(�),(�).(�)-JE­T-1-- -T­ -F­'j - 7 -f- -1 - -1 . I I . I 1 -It-1-t- - I , , , LHD* I I . I , DiREQLAQUfi1EQ_AL_EACfL � r (:i)- @ - (1� __ ------- � ---I MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) a MAXIMUM &S.D DESIGN PRESSURE RATING (P.J.) I+ - -) - CONCRETE & WOOD INESTAILLATIONTS t ---T- , L.. _za I 14*�, Ir-a, 25.0 W-1w. W-71 - JIM I t,7!!L_ EW-71 __ J10 toI to' - o'-s' 400 " _'. 01-01 - .0 #*-#, 411,-;` __ JOI ,.-,. 81-21 ____ iii___ .1 -r-j:' r-p- - --- #Mo - ­47--r- -F--r- --- _____ - 0 __ r-ill" 71-21 -_ -_ FA0 - YI-S, 411--it, no r-1. FE-61 Mo I..4. 61-51 BAD 7-01 0*-31 Fir -to 6--t - - - _!!0 no - _____ rOO.O __ Folo Itao ___ F I'lli O r . 81-71 - $1-10, Ar-31' - 3'-7* #'-3' I _ - ---T4'-1O- __ - 1 S--4- 1 1 5*-I- - f 1. __ . ,.. a I MNWUM SEPARATION TO CLASS SCHEDULE _smum PANEL LENGTH _ WIND SPEED 4 170 .4�i, WWI) SPEED � 170 IFI (h) UNRCSTRO" RICSTRAINED UNRIEVENAMED RESTIMINED - 30 OR LESS 1. 1. 111, 6 1/4' _ -';3_3_jj;_j7o_ . I . I 7 i/2' 7 1/2- - >90 TO 145 1 . 1. 7 1/2- 7 1/2- ____ - I ,148 M lea , I' I . � - . 7 1/2' _j MINIMUM PANFI IFNrTI4 [In) FOR A GIVEN MOUNTING CONDITION _______�, BOTTOM CI.F 11 MOUNT - W"R � I .LI- I HEADER . 5.X' 5 STLID .,. AMCCE 1 I RACK I I -I (M`_7z._�_-Our 'r* TRAC. MKILE .= I .1 THICA I C= - - DIRECT MOUNT 46' 32,_ I 32, '. 1. 50, W. 1 I'S'Xi S, SEUD ANGLE 33- R. 1 - 32' - '. 42. 311 -]I "r TRACK 53' ­ '. ____ 32. 42* 07" Bi ww- MO ic_ 1. 1. 1. M. w .. I .v_1 SO` 1 32' � I - '.. ! I I I - i - -_ - i I a I i I I - - - - . - i ---. - - I �____ - __ :I:]_] e_1 - - - _ .1 . I I - - � 1 ._/ .. - - - I - - - rJ � - 0-- - I- I IIQ� I UNSIDLIED PAWLS SIXTED PANELS W/ 1/44-200" (SEE SECTIONS AS - 1S. MI BOLT W/ t; 0 EOL OVERLAP I � APPLICABLE) (SEE SECTIONS AS APPLICABLE) i I . ... .. . - . - I i I . . -- _.__L , - 1 1 1 I I I I 1 i 11 V/1 r I - ,, Z_ � - -Y/�, " __ T_T_ _/ _ D.M..(�). - - a. _�� 11 MIN. @Ci I.- 3 MO - - I I 9 ­T I � 9 " i � . I IB - - I - I - �� - ; I - I -- I - ,-I- � j 4,1 1 WAX I - I i I' MIN 5 3 1 4, 3/4. 4/5. 5/5 & S/ 10.2/4 W/G. Mi 3W/7 k 4W/7 I [*,' / -_ . -ANCHORS (Si SCHEDULE ON SHEETS 9, 10 ilkll�_--- --- - _-, L 11 ELEVATION � /A- ill- GAP . N T�S - 2.667 " (MIN ". Ap .1 WHOLE VALArv) � , i I 1/4* ,;- I __/ \--/ \--/ ,_r/ MAX. GAP __ �', , \_/ I '1�1 ) SECTION A -A i-01 � N T.S, BNOTIM (1) L4 MAXIMUM ALLOWABLE PANEL LENGTH IOR A GIVEN POSITIVE X&D. DES" LOAD L­ MAX ALLOWABLE PANEL LEWIN FOR A GWEN NEGATIVE ASO, OCSIGN LOAD. (2) PROCEDURE To DETERMINE MAXWUM PANEL UJUNI CNEN A POSITIVE AS.D. DESIGN IOAD, DETERMINE MAXIMUM, PANEL LENGTH %�* FROM SCHEDULE GWEN A NEGATIVE A.S.D DESIGN L . DrrEft�E WATNUM PANEL LENGTH *L-' FROM SCHEWIt FINAL. MANNUM ALLO�Akt PANEL WLDACTH IS FOI TCI THIF ACEIMI WrM#40 PAWL LI� _'(3) SET7ffSC`M M'LJ+RLEA9NE`LO'WL FOR MIN PANEL LENGTH FOR PORMTY QUALWICATION t INSTALLATIONS NIFTO WOOD IMITTED 70 1 95 p IF I MAX AS D OF SIGH PRESSURE PAYING ARE L - "Ill," As. Is 9 10 III it MAX ASD OISKA LOADS & MAX PANEI I 6 USED SEC, C% SPAM g 7� .� .. . , ,xi ... - " I. , " . "_1 , -_ I I4 .. \'AutAf FLORIDA BUILDING CODE (Non High Velocity Hu . � cons Zono)l .. : IS 0.44167 .*. E .Ii FILMIXI. - 24 GAGE GALVANIZED STEEL STORM PANEL _I . III � 7W% . . * * * - TATE OF �tD�_, 'I F_� k�/5 - / 11LIECO.. . � ___ - ___ GLOBAL PROTECTION PRODUCTS, =. *'/I' /TTFH` .11, � C�,. 1, �Tt,,` - 0 "Nz- ,,,, " � T-�. -�, " '. T"Tr rx� . EFAINEFKAR - .. . - - -.1 .1. 004 S-s 51 %tmm O.w_ n- =H, 20-175 ". , I'll - - N I - ( ::��- - � III - - cA� =Y.9 -)--,S.k r_ _)M.�.m "FORE ( ( -_ it, 0411 /`PoNM_/nA" -TO � IIUUI '110"I M. 0 '..."", I � se I— . , . I " ; i 314131Y 3 OF Hi it I I , ---. _____ _.___ INUALLATION DETAILS FOR REGULAR PANEL __ -IVI ' "' ' ' 1 I " 1, I "'t �-, -_,- , I >< 1 ' �fjj . , -,., -'! _ -I- , .1 - � INTO WOOD STRUCTURES =r � I 1� ,i AN , 1��__ �/ I - rEC ,C.= ON >__ ,1 11 ( / SHIFT I 1) I 1­ ,/, 1 11 �T OKIII r A) QFil�- MiP ---/"-- ­ TO CLASS - - I (SEE SCHEDULE 1 ON SHEET 3) - I , I 01 i" ,,.� .x7 ,0 . WOOD HEADER REQUIRED 1 � , 1. , I .L 1. , . _­_i I I SEPA=ATIDIJ IF IL, TO GLASS� I (SEE SCHEDut I ON Slim 3) I It YA I EXISJNQ I GLASS -1 I I - --- I iii, i WOOD ANCHOF (SEE SCHEw 1/4- SHEET I 1) r, I 4 4 WROOR REOU, 01 1L* MAX. PANEL LENGTH (SUF SCHEDULE ON SHEET 3) '..'-Mv OAw - - - - ,-c I I -4 - Ad) 502 - __@ OF -L' - I 0 12 1/2- 0 C I I I- I ; - I " j�� � �! �. , D 2*.4E WOO - (D PLAT REOUNO' � III WOOD ANCHORS STAGGI W/ S71JD , . (SEE SCHIEDU ON I . U SHEET I 1) ,�N I � I . 1� - V AN% IdIVE %1w WALE 3/15I /, -1 1 �. 11 11 \ / I - , , j / I 11 - - I __j I - L � I, I - - � �_Vil_ ­_1 - Qw- - - /. ""a" 00 1`11 --- I I- M." F1 PAWL LENGTH I .- , I I - 4 I I / . I 11 / - R 11 I- l!" I 1 � I : . I � I I I � - I 4-1_1 - � I 17 I j (SEE SCHEME . -_ =_ SH T-_ - I ' ON SF`ZR 1W SPACER I Box _ -IT C: 1, I + . EA11 ? I, � III I I 1- ED � , , I - LEWIN AX� I � " /mi.. ', I 1 I - _,.��_ I I --- - -_ I = - - - I j CD ED I -_ 11 I . � Z=f i I I I 11 0 I' MO. LONG SPACERS 0 12 I/: ALUMINUM I , LE S." I If C C 'SE, IMF , I Gm , I ) I i NOTE .. I SEC ALLOW FOR LIMITATIONS FOR I I 'L' IdAk I I /2' LOW. SLEEVE$. 11 1 , : I PANEL LENGTH (SEE SCHEDULE ON SHEET 3) il� � � PANEL MATE FEMALE IT) OR PANII MATE - � IF I .1 .1 - I I PLUS (SEE SCHEDULC ON SHIM, 11) MER. 1 'Q'z I � ; 1. ' j - - - - -- EXISTING L GLASS -4 m j_(SE1 MULE - ON = 3) : : _­(D . - -_ � 2'.4' WOOD REQUIR � PI ED DIRECT MOUNT W/ SPACER Pb IT * : I I 77_�� : _ - jl� ALTERNAI 2W* SCALE 3/8-1- � L.-. " yl , 0 12 1/2. O.C_ SEE TABU #1 ON SHEET 11 FOR MAX. PANEL LEN47THS At M� ASO DESCH LOADS FOR THISS INSTALLAPON. ,,, - .-- , ED 1 , `, I I /Y . *mm �,WL SONMT*N To o� �m BMW 14 mw K .. Al, WEDMTO V UM AS THIE MIONM DR!1 AIN cook= �N?N, (1) MAXIMUM Min DESIGN PMSKM RATINIII A .w. -45 ,,IU1. (1) wARRAAA ,- PAHI UoAcM 4 72.' (3) stoew PAWL wlvi�m a MY "m AH EXIONK; �0011, Few WAUL (.) ImStAuxtRim wmuo ONLY ran vivill ZOND 1. a a 3 PER AM I ,9"-GL - ____ -_ ­ - - 1 = -1111113- i I ;I,�� �,; V3� - - 1 . I III � li� �! . .D. ., �� _!� -, * * NOTE S RE / SlUE) V I SPACER " - . 1 112' - ,I (S:ftCHEOVLE ON I SHEET I 1) I ) ';' (1) -1-F- III FAINTED 10 A ONE SIORY � MI IS- -0- I . j - MI'M ROD, MEXHI ("I . A eninec,"ON - L � ] I W.- .- cLeFicirrit, wincli'm OFF smart ,I) _. P II4' WCOU � ,' 2- �� LATE REQUIRED (2) ANCHORS GOING THRU cOMFiDNMI 9A (PAWL MATTIPI OPT MAMU_ WTI ��) !IMMI K VACED.� AT 1/4* C E- I)A -� - II In 0I FRINCIFIC -� OFF SHE, . (3) Wit 24 GAGIF PAMILL UNtaTH 6 LIMITED TO W AT An �� MO 5 A ACITOCION I- LAROOR - UNITTIMS A,UXFUG ON WALL -MOLIMING I DIRECT MOUNT SCRIEDVE, SMErT ") ALTERNATIVE 2W Dit 1 1/2- tONS, SPACTO COMPONLAY #9A � ff M INDOATTO 0. ,CAIC 3/8-1- SM7 Or 17 $12' LO­ SPACER RA PIT ON. M2WISTALLATTOR VALAD � ITOMM I, - 3 . mnmw . ASIN ­". vAHCARP mili 2m C_ rcill or THIL ",OR" PUILDHO 0001 I 0"...N.H.F.", e0I A. k6l"", I I I I - �� V - __1 ­ I, , NOTES, M....\- - .... _\CENSe -.:�% FLORI A BUILDING CODE (Non High Velocity Hur Icons Zone 4I IIm cm. "MM. w 11. NOM_EQR_0MftAMN_OF SECTION 1� INSTALLATION ARE ONLY VALID FOR MAX A S.D. z :_ No. 44167 ` i - = 24 GAGE GALVANIZED STEEL STORM PANEL , DESIGN PRESSURE RATING I I) AND PANLL LENGTHS = * : : 2 - = * . * I: - -_ - TOP & 80TTOM MOUNTINGS CAN BE: AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR ' I I � , ' .,/TT,/INOA INSTALLAII IN AN ) � 7,�-'.. STATE OF�- �j / 11LIECO \ GLOBAL PROTECTION PRODUCTS. LLC. COMBINED Y WAY TO SUIT ANY ALTERNATE 2W - :,-- ON � _ � .... - .. 11 ,,"Aw DAW , � -.."1ORIOiiliI� ,/,,�"t Ru.��-T & E.W.R.- Zoin, OFFAL H_ jLCH, . 2. FOR NEW WOOD I ... - - !� g,v_ __-M MEMBERS TO BE SOUTHERN PINE No 2. W/ S -�,­�,� A - vF%I ­%H - (-)--,-.,. (immow­ 20-175 FRAME CONSTRUCTION: WOOD - - - PECIFIC () ;� -v - ...=Q ___ ,� , V, - .T- Oftess, . - I DENSITY OF 0.55 OR EQUAL. F1101HIM ww/PAW . . ,:"",.,,iF , I I i -ADARIA I'L - I SHEET` 0 . H! . _­ I I - ____ - - --- - - ------- - _ � - - - __. --- ____ ___ - --- GENERAL N (C) W LX!51dg--W-l�"-,Mtt 5PLUVIC Wildwy_r_��_Jm� NOW I STORM PANEL S N ON THIS PRODUCT EVALUATION DOCUMENT (PED) HAS BEEN VFRIFIED FOR COMPUAWE IN ACCORDANCE - I /4-0 IAKON ANCHORS. AS MANUFACTURED BY $11IN III INC WITH THE 2020 (7th EDITION) Of THE FLORIDA BUILDING CODE NIS STORM PANE[. SMALL NOT Of INSTALLED AT MICH - #14-10 PAMELMATE FEMALE 10 A14C PANEILMATE PLUS ANCHORS. AS MANUFAMFIED BY ELCO CONSTRUCTION PROCIUCTS VIELCCf HURRICANE ZONES (MIAMI-OADIE / BROWARD COUNTIES) . 1/4-0 LAG SCIAI PER NO S, DrSJCN"W 0 LOADS SMALL BE DETERMINED AS PER SECTION I" or THE ABOVE MENTIONED COW FOR A 13ASIC WIND - 7/16*0 I, 5/S' WOOD BUSHING. AS DISTRIBUTED BY Al-i POINT SCIMIN. HOLE A, SPECALTY Co SPEED AS REQUIRED BY THE JURWICICIN WHERE STORM PANEL WFU BE INSTALLED. AND FOR A DeFECTIONALITY FACTOR AID-080. USING ASCE 7-15 Mo SMALL NO EXCEED THE MAXIMUM (A.SOT DESIGN PRESSURC RATINGS AMOOCATED ON SHEETS C 1) MINIMUM THREADEG PENETRATION INTO WOW OF TAPC ON ANCHORS $HAUL BE 1 1/2- AND 2- FOR ELCO PANELMAII, PLUS 3. 9 THRU 17 & 17. 16 ANO PANELMAILL FEMALE iD IN ORDER to veRTRY THE ABOVE CONDITION, LxnmATE DES" WHO 10I DETERMINED PER ASCE 7-H6 SMALL BE FIRST REDUCED TO A 5 0 DES" PRC5SUF11E RATING BY HFULTIPLYING. THEM BY 0 5 IN ORTIM TO COMPARE THESE W/ MAX (A.S C) C 2) MINIMUM MRFADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT 91ALL BE 1 1/2- NO THREADED DESIGN PRI RATINGS kNoCAI[O ON SHEETS 3. 9 THRU 12 & 17. 18, PITNETRATION INTO STUCCO SMALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRAT10M TRES IN ORDER 70 VT if Y THAI ANCHORS ON THIS P r D AS TESTED WERE NOT OVER 5 =, A 332 INCREASE IN ALLOWAIALL SIRM FOR MND LOADS WAS BI USED IN THEIR ANALYSIS FASITTIFFS, SP�ING 10 WOOD HAS KIN D17TIFAMINCID IN C 3) MINIMUM COCC USTANCE OF LAG SCAMS. IWO WOM SMALL BE AS INDICATED IN THIS MAVANG ACCOR E WIN NDS 2018 STORM DANC PAN L'S ADEQUACY FOR IMPACT AND WINO REVSTANCC HAS BEEN VERIrTED IN ACCORDANCE WITH SECTION FUJI) 1 2 OF C 4) MINIMUM PENETRATION OF WOOD RUSHING SHALL BE $/i 1/4'SO-20 SCREWS USED SHAU1 BE 1 1/2' LONG MINIMUM THE hEIMFUTIVIIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLORIDA REPORTS OW401-01 AND 0021902-09, AS SHOULD STUCCO FX67 AND I' MINIMUM FOR WALLS WITH NO TUCCO PER SSTD 12-99 A, ASTV C 330-02 S7NNEANDS, MO AMERICAN TESTING LAS SOUTH FLORIDA REPORT 0112301-10 AS PER TA,5-201 AND TAS-20.3 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C 5) IN CASE MAY PRECAST STONE. OR MECAST CONCRII PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EFFSTIEFC, -HE WALL. ANCHORS SMALL BE LONG ENOUGH TO REACH MAIN STRUCTURE BEHIND SUCH PAINVICS. A FLO IDA EFUHLDNG CODE ANCHORAGE SHALL BE AS MENTION[ D IN C 1). C 2) & C d) 2 ALL ALUMINUM EXTRUSIONS TO BE 6063. T6 ALLOY AND TEMPER (UNLESS OMCRWi NOTTIED) SEE SHIP 2 ED) ANCHORS SMALL BE INSTALUED FOLUOVANG ALL OF THE REtOMMENDATION5 AND SPECIFICATIONS OF ME ANCHOR'S MANUFACTURER .1 ALL ALUMINUM SHEET METAL USED Art CLOSURES SHALL HAVE 3105-MI4 ALLOY 6 PAWLS MAY ALSO BE INSTALLED HORIZONTALLY FOCLC"NG NSTALLATION DETAILS SHOWN ON SECTION I THROUGH a (��tTS 4 4 k STEEL SHEET METAL PANELS 5NAT I HAVE STRUCTURAL QUALITY STEEL. ASIlM A-653 GRADE 50 MINITAUAII G-60 GALVANIZED TKI40WH 5) EXCEPT THAT HEADERS 0 & (D SHALL NOT BE L SED it STEEL UESJGNAbON W/rY- 92 2 list (AFTER ROLLED) 9 FT SHALL OF THE RESPOW-4B.L[TY F THE CONTRACTOR TO VEIN' T14E SOUNDNESS Or THE STRUCTURE WHERE SMUTTER IS to BE ATTACKED to INSURE PROPER ANCHORAGE THIS SHUTTER SHIA L ONLY BE ATTACHED To CONCRETE. 8UCCX OR WOOD FRAIAE 5 ALL SCREWS To RE SIAMESS STEEL 304 OR 316 AFS) SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN SUKDANGS 500;83W/ 50 "i YIELD STRENGTH Mo 90 ILA, TENSILE STRENGTH ANO SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241 3A 10 EACH REGULAR STORM PANEL WP,H LEP40THS OVER 90". AS IIER SECTIONS 1. 4, 5, 6 AND ALTERNATIVES IW. 3W 0 4W ON 12, SHEETS 4. 5.16 k 7 RESPECTIVIi SMALL HAVE A LEGIBLE MID READILY VI "ARMING INSTRUCTING OWNER OR ITLHANT TO 6 SOLTS TO BE ASTM A- 307 GALVANIZED STE Ft, OR AJSI 304 SERIES STAINLESS STEEL, VAIN 38 kil MINIMUM YIELD STRENGTH SECURE PANE S WITH APPLICABLE REINFORCEMENT DURING PFRIODS Or HURRICANE WARN""' 1, 7 ANCHORS to WALL SHALL BE AS FOLLOWS. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHU71ER COMPONENT EDDIES WHICH REMAIN IN CONTINUOUS CONTACT RIM THE 8JILDING TO PREVENT WriO/RMN INTRUISION (A) ED AjWjhf,_fFQUff.D_CQ!J= - 1/4*0 TAIPCON ANCHORS AS MANUFACTURED STY It* BUILDEX, INC (Min I'C-3192 III 12 STORM PANEL INSTALLATION SMAU COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING Mo ION14C REGULATIONS - 1/4' 0 F, 7/ * CALM -IN ANCHORS. AS MANUFACTURED By DENALI INC PROVIDED BY THE JURISDICTION VNIEFFE PERMIT IS APPLjED ft. . - I / 4 0 . 3/4! Si ANCHORS . AS 06TRIOUIED By ALI, PONT SCRI DOLE & GINTY C I 13. (.) III's P CT EVALUATION DOCUMENT (F E 0 ) PREPARE) BY IMF' ENGINEER IS GENERIC ANO DOES NOT PROVIDE INFORMATION ROOLSPECIFIC (M. C-3000 ji FOR A PRCUCCT, - WIM RE T�ili SITE CONDITIONS DEVIATE FROM THE PED - 114-10 PAINELMATE FEMAIC to & PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS SIT[ 1 - 'O ZAMI "LIN ANCHORS, AS MANUFACTURED By DEWALT, INC. (b) CON A F /4 TO K RESPONSIBLE OFF 7HE SIELfCTCI PURCW,E AND *15PAII-LATION INCLUOK LIFE SAFETY Of THIS PRODUCT TRACIOM HE BASED ON IS P ED PROVIDED /SkE DOES NOT DFIUTC FROM THE CONDITIONS DUAILED ON THIS DOCUMENT A. 1) M NMUIIA tME*UMENT OF IAPCON ANCHORS INFO POURED CONCRETE SMALL I* 1 3/4-. 2- FOR ITUCO PANELmArE AND CONSTRUCTION SAFETY AT SITE T� THE CONTRACTOR'S RESPONSIBILITY 1 3/4' FOR ZAMAC NATILIN ANCHORS. (:) ))It,, PERi CVALUATICN DOCUMENT MI[ BE CONSIDERED "VAUD IF MODIFFED HE MI A.2) CINX-Fi & SOLID-a-1 ANCHORS SMALL BE EMBEDDED 7/a- INTO ME POURED CONCRETE No IN OMENT I 0 STUCCO SHALL HE PERMITTED. 1/4' #-20 SCREWS USED SHALL K 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, ( ) $111. SPECIFIC PROJECTS 5NALLL BE PREPARED BY A FLCRIDA REGISTERED ENGINEER OR ARCHITUCI MICH WILL BECOME FIF AND I' MINIMUM FOR WALLS WIN NO STUCCO, MO MAY BE HEADED SCAM OR ALL MAEADCO SCREWS W/O "LAO. ENGINEER Of ACCORD (E 0 A) FOR ME PROJECT AND VIHO MU Of RE SPIONSISUE FOR THE BUT WITH WING NUTS PROPER USE OF THE PEO ENGINEER OF RECORD. ACTII4C AS A DEFECATED ENGINEER TO THE P .E D ENGINEER. SMALL SUBMIT TO 'HIS LATTER THE SITE SPICIFIC DRAI FOR REVIEW A 3) AN ST PAT . PAVERS . S GO OR WOOD BOARDS BE FOUND ON THE THAT PRECA4 STONE. PRECAST CONCRETE 4M TUC ICASE EXSTTMC WALL OR FLOOR. ANCHORS SHALI BE LONG (NOUGH TO REACH THE IMAIN 5MUCTUR1 REFUND SUCH PANELS (e) THIS P ED SMALL IFFAR ME DATE AND DRIGINAL SEAL WD SIGNATURE OF THE PROFESSIONAL ANCHORAGE ',HALL BE A�� M[FTIONTED IN &I) AND IN A2) ENGINEER OF RECORD MAE! PREPARED IT -M ULXK 14 SHUTTER MANUFACTURER 5 LABEL SMALL (if LOCATED ON A READILY VISIBLE LOCATION AT 57ORM (8) IQ_LF&EfjG CQW.ft _Xki.�II PANEL SH-JTlEA IN ACCORDANCE WIN SECTION 170I Of' I'LOR40A BUILDING CODE. ONE LABEL - 1/4* 0 TAIRCON ANCHOR AS MANUFACTURE BY I I W HUILDEX. INC TO SHALL BE PLACED FOR EVERY OPENING. LABELING COMPLI WITH %ICTICHN 1709 9 3 Of THE _ 1/4. 0 A 7/8- GNK -NSANCHORS. AS MANDFACTURED BY OFWFI INC FLORIDA BUIL04RC CODE _ 'O - SET ANCIFORS. AS DISTRIBUTED BY ALL PONT SCREW. AGO IF SP ECIALTY Go X 3/4' SOLID _ #1/4 THE NjI 14-1 1) PANILMATE I-EMALL 0 AND PANCLUATE PLUS ANCHORS. As AANLrAcTLTMEp BY ELco CONSTRUCTION PR>VW it . A, T144 _ 1/4 A ?AAAC MAIUM ANCHOI AS mAHUFACrURED By GEWAILT. INC , _ 0 � . 'gi, N.�. ... .... /,-N .��. EL 1) MINIMUM EhMDMENY OF TAKON ANCHORS, ELCO PANELIVATES MO ZAMMC NNUN ANCHOI FE Iwo THE ,;;� EN - -... ,, . S.;'ll, . ... FLORIDA BUILDING CODE (Non High Velocity Hu ic.r. z.n.)l " 1' 4?01f .... " BLOCK UNIT SFAIL BE 1 1/4* . .It- ­- - EL2) CAI & SOLO-SFT ANCHORS SMALL BE UJI 7/8 NO EkpjCN7Vm44 67 z 24 GAGE GALVANIZED STEEL STORM PANEL - INTO ME CONCRETE BLOCK UNIT � S .A� " = - - , _. . - STUCCO SHALL BE PERmrrlfn 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD JIN'to IX'S'. Tir - I f7 1! . I/.. Mo I' mwimum FOR WALLS WITH No STUCCO ' 11)11�_ . S'�,-- STATE L E C 0,7� GLOBAL PROTECTION PRODUCTS, U.C. "' Z11 �M � . _� F ..' - .. , . F.iiiii_- . 01 -,. " I- 03) IN CASE THAT PRECAST STONE. OF? PRECAST CONCRETE PAWLS. STUCCO OR WOOD BOARDS BE FOU" _ , fiLit"s b INORO­ c~_ AAI�A 't 0 R I _A� = - ...., BEHIND SUE T'. .. �, CiFIVIL III -1. - � .. I 11. 20-175 EXSi 0011. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTUR 101 I .t.I - XML1.1111" - I_- _. I- ,_MHR_ C IF -"",I f/ I ANCHORAGE SMALL A( AS MENTIONED IN 5.1) Mo IN EF2) , , I - `,, tIiix _� =1 -Ir !I!i I V%% U-Ilw--JWI�m ! 9�. MI I HN., ,,, _`TR . 'Su. ," It 71=1 �__­!�__ - , _ I FLORIDA LA i ,HE A I 4:7- ____ - ____ - - - - ; I ; I � � (SEE SCHEDULE ON SHEM 9 THROUGH 10) I I ! CONCRETE ANCHORS --- -_ --- INSTALLATION DETALS FOR REGULAR PANELT), INTO POURED CONCRETE OR CONCRETE BLOCK STRUOWN5 VgCPOLFRED CONCRETE EXISTING POURED CONCRETE ATEDUIFEF�li BLOCK Olt CONCRETE BLOCK 40 "Do. (SFF SCRII IXSTING POURE i -02 SHEETS 9 MROUGH CONCRETE OR (1) CONCRETE BLOCK �li REOUNRIED ,_ ; 2" j i 1/4, I "I F i 1/4' CCNCAETE ANCHORS �/ D LE ON I Oi / _ - t, jit" I r ,� " �;�;" if " "'I. : ( I,, ,,�, 6 EtF iiii/i/.", I , ��r,"��,,/,;&�,,/;/,� ,�` , , � ��10": 'M,�Z�;�, ,,�,�; =�,,�,,;,� S�,�­ . : '10 : ; - I-_ -_ ____ .- Min i _V.Ii;I�- StPAPATON to CL43L TING � SEE SCHEDULE ­1111 1 mArr.-In 'L- FiI C SHEET 3) PANT I CFACM I (SEE SCHEDULE I I ON SHEET 3) CONCRETE ANCHORS I I (SCE SC i IF, HEDULE ON SHEETS 9 THOMH 101 i .01 EXISTING -4 I ON I - -- I I i 50!L. - , or MAX ,� I 1� 3, . � � I � . I 0- . "�, , . c, , I � !9-. o.__ I E � f ,;- � 1 1 1 1 . I ; . , __ - % I . . , ., "Y''...".1"'HAD I i 1r 4 IRALOTA - - IT ___ ; � '-MI li .1 . ' @ -4 0 - flO­ 1/. -.c �, ! � _� 1. Min - . IT I f, I � 1_ ALT" It i I LEG LOCATION ALIIIERNM CONCRETE LXISTNC POURCD CONCRETE ANCHORS OR CONCRETE BLOCK REQUIRED, (SEE SCNEDUIF ON SHEETS 9 THROUGH 10) BUILD -OUT ,MOUNTING SECTION 1 SCALE 3/m­ I NOT1.1i IffiN00-M-SECDONS STANCE EDULE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY NSTAI-LATION. (SEE, SCH ON TOP & BOTTOM MOUNTINGS CAN BE E-D. - EDGE OF ___ - IL6 : ; ,I i i I I L_ IT—- "k 1 I SEPARATION TOO GLASS i ( EtT 3) � ON SK , oi # ; 11 SIC it "-, I It I ' I ISE K . �- .4E�(: _ �,l ,.ASHEETS 9 THROUGH 10 . I— Qr-Aw. ' ' s I I- i : I : ; (j) : � � 'I' MR. PAN L LENGTH A PAN 1, IINGIN a 1 i (SEE SCHEDULE -1 (SEE SCHEDULE I (SEE SrHEDLAX V, I I ON SHEET 3) ON SHEET 3) - : M71 --- � _ EXIS11wi i I EXISTING ! GLASS I : - ,,A,,w 4 1 1 5031 1 , - . . . . . : OF 'L* A It I 1­,, : .01 , I I MAX I I ,I , I ��', - ; I � ,,� 0 I 11 I I i IED� , �.�� , I I E.D. ;11, I I . ! 11 11) I I I @ E� STING . - f 'DF.ETET� , OR ! 1 0 12 1,7 OC I / `!& . " �,,', : A,RUCASUE:, _r CONCH"[ BLOCK CONCRETE ANCHORS L 1, _�� 1-1 -11 REQUIRED . I (SEE SCHE LE I - - Li I I 'L' MR.. -IS 9 THROUr I 0) '1� 14 :. - SH(k ,H I All (I ONLY AHEN SOUD ,,..�.,_ - IN I H , - EXISTING POURED CONCRICIE ARE USED A, W1 "i- T) PAN LwATE AMC Opt CONI BLOCK CUSCO S REQUI ED CONCRETE ANCHORS , ARE STAGGERED W/ ST* (SEE SCHEDULE ON ".fFIS 9 THROUGH 10) WALL-m9liNTIRG SECTION 2 SCALE 3/8-l' 1011117"71111111 I40W - /I " ...��... I..... /" . , . . 4�, . ..... , ENT ., z 1. 1 . : 0. 44167 ' = * : I % . * : * a -'�,% STATE OE -'.�v . II , 'p 10I _' ii� "ZOR - 41 __fllll:� 4: � _ * ........ ... C, ­ WAIJ, MOUNTING / DIRECT MOUN SECTION SCI-E 318­ FLORIDA BUILDING CODE (Non High Velocity Hur lean* Zone - D-n.a. - 24 GAGE GALVANIZED STEEL STORM PANEL -__ - __ ..:: � ;-- - a'/"/- '113E C 0 ' GLOBAL PROTECTION PRODUCTS, LLC. .FT MEDO S.. 51 51�111" L't 'r o". 11 S"", )._ 20-175 -6 O"Ficlimp .. 72 .- . .1. ,McNT (ft.im-TITHHE Nx I- -_ PAMRII � - .-=- - UAFFFA­ �-o�". ­_ r I , F - l I ; I - . .." I. - _qNil: LN *-_111�� - I i I -_ __ -_ ___ __ - - INSTALLA - TION DETAI _-, -,- ------------ - - ___ ------- _LS. -FOR REGULAR PALNIL�"TQ W00 - ­ , , " 1 ALTEREATI, LEG I 1.0017m ED. STRU , - , -1-m-TT �, 4-W 4MInU)IPEXISTINC . ED �� SCAM I& / ii, ACED 0 X I "BE' RTIFIUO BY - UAL CC WING WOOD I I BE" To ENE �1� - REGISTERED GiNFER OR 7 1 �I STAILICATION. I - ,� � MITTCT PRIOR TO SHUTTER � ARC � !I qp) / N HORS - " FAn - I ALTERNATE *000 ANCHORS , _/ / 4-W Hot �IMIINOA HIND I (SEE SCHEDULE ON (SEE SCHEWDULE ON � - ED ... ED- � m BONN on " I SHEET I 1) SHEET I 1) ,.I I- 1 7 v,*;2bI* " � ill/ an / I - - �' - I I/r 04 It �1/2 11 I � I I I/. I - - MAX WOW HEADER .. � � ____ __ . I I I I , I REQUIRED EXISIINI * ./ \ I 4- --IV - ] I I � . "I , t wo, _­1 WOOD ANCHORS _ ; . - \ 1 2� \ SEE SCHEDULE ON : � i;- i MI. S WARATC I I (�) - GLASS (SEE . i , S Hi I CSM ON ELI 3) I � 1/4N-In," is smn .A0 AT FA .01" - I 'A ; .. (" - - MIMPH FAROF r-41 .,. 11 '" PAN -_ ---I_ LENGTH I (SEEE SCHEDUL ! 1, I I . i - ON SHEET 3) 1. : -0 1 I I I : - "I OF 'L' --1@ MAX q>_, 11 '. IF/ I 0 12 1/2 - O.C, I NO FINISHII I I I Al LOWED I L" I I I � -_ I I I -- � - ![4�--: A 7� A, - i gREOLARED WOOD ANCHORS - (SEE SC14EOULE ON SHEET I , !_ � �., .-- � 1 ) �_111" MI. ­ CEILING fflp FLOOR MOUNTING I ALTERMINE 3 SCALE 318-'- / . . I SHEET I 1) � / " � 14 II -1 ION (Win SEPARAT TO GLASS. I r sit SCHEME ON SHEET 3) - .1 . .1 - A# I E =__4 I j_­-­­- . 110 - I III '. mi - I I I I I 'L' MAX jl-�I; A P ANCI LENGTH AT OIL (UK FOR - ( SEE SCHEDULE 1 upol", Da `c ON S41EET 5) �- I V� - -I I . _-(I) 01 _L i I - MAX - 1 1 I - IN , ./.-.--I- j;- 't .. , 'i I 1, I � 3 .w Hi _. . 4 q.-Ou, i , � - ,� 4 , � � rm- wom mm_ I (SEE SCHEDULE ON 1\�, � : - _:_1 .1 SHEET I 1) I 1. i I Id ,! BUILD -OUT MOUNTING ALMM91YE-AW. -.1111.1.1111., li'll, 1/1-1" r ­', �9 A. . I ..... !1z; .. , /I \I E NI - .. Viiiii NOTES, i , * . ' - � . - : 0. ' '. NOTE FOR_C MBINAI OF �LCIIOfjs: j * : N 44167 i i I INSTALLATION ARE ONLY VALID FOR MAX. A.S 0 . - : ' * TOP & BOTTOM L40UNTINGS CAN BE DESIGN PRESSURE RATING (p.s.() AND PANEL LENGTHS I TATE OF .$.. S COM81NED IN ANY WAY TO SUIT AW AS PER SCHEDULES ON SHEET 3 !� Z_,;.. ..,.�� INSTALLATION 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD , . Ali -- ��, L� - -� S TO BE SOUTHERN PINE No 2. W1 SPECIFIC MEMBER "i ALt DENSITY OF 0.55 OR EQUAL. .00 " "t Tp�c-", -.0-- ii I .... I ; �_ � P I TITA/sKiNATILRE/own ___ I - __ __ ----I------- ______.1_._1 ---.--- FLORIDA BUILDING CODE (Non High Velocity Hur icon@ Zone .Jow MITI � _____ 24 GAGE GALVANIZED STEEL STORM PANEL ­. ORAR" w __\ IILIECO,mic \ - GLOBAL PROTECTION PRODUCTS, LLC. *"" DATE I ITTIFFING a ITMORNIETARI's COMPANY FOODS. 51 �v -L - 0 E` �' - - - I __1 Jt Z _.r=__ -7-" I - - � (F""HAFF-IIHia". (.U)M-sl#7 20-175 I - - - ' Qualwic � .Nut�,=Ii ,A_ I i i - I .. 'a 11" Lk. 0 7 ­ I , I I I - I I -*--- (1) (a) C_ (/) ­0 --Fu �> C) (1) c-- , _11--­0 C) = (1) I_ (1) k C)- (-- 0 _C:3 0 W = C)- m -­0 %_ Q- . . - 0) -I-- (-) (3) -I-- (f) (3) -t- = (1) =3 -0 (10 C) 0 - (10 -0 - U) _Q = 0 0 S--- 0- C- -- k 0 W 3: = M = C) 0 .- -4.- LL_ , 8 - III w (D , %J (.j > %-- Cn C_ m - I m -+_ -+- 0- �-- _0 . S:- co < 41 --IUD -r- C) k, -> - -4� ­.- C> - . I n cli , IN I -11 , x ( ('L C14 LO �z 7 - I- _Ir: 3 (3 I . ,00 I C -- !� p . -61-1 lu. t:� ff, .0 , . , � Itz 11/11 < Z, � E AFT - ;7, , J: -0 I, (1) In L < r. 0 L, " F,41 I � , I ,74 I I , . -I . , : - A, ( , L �� 1� - . 0 :3 I - " - . L, -1 - - -, z F­ & - -a � zz -- I w . , Iii, IoA> � , -I- ." U) -+--p " a) a) a) - r U) -+--a =3 Cz �> 0 " w0- 0- < a) m 0 - r :3 -10 M 0 L_ Q_ 0 a) 1111111 L. (n m S. co :3 w :E < z :�_� < I a_ - SHEET NO. ____ SH 1 .3- POURED OONCRUL CONCRETE IsLoOK OR 2'.e WOOD FTUMAE RE,IIMW poiwn .,- e ,0004 aN. j � ) T•AcoN ANCHOR e 12' O C i, Yx t•K.1pr ,- 3105-H14 Of mu-ToAIiDY COW. ALUC ANG,I I wn CASE A (PLAN) SCALE. I/e-,' i POURIED • C [ BLOCK CONCRETE, 7•r4• WDDD UMW t E ; P[DARro 1 1 -1 1 VARIES 2' i r .4A 90< L a1.8 YR. 1 o 1/0 A 9DLT 4' r 1' • 12• aC 7,05-HI. W/1ACXNJT CA 1 4,Fn OR wee-T0 NIm WILL CASE B (PLAN) ,© ,® OR POURED CONCRREDONURFUL BLOCK OR ® 2"..* ecoo MINE Yin 1/4'0. 1 1/4* TAPCON "1 OR®- of NI/P• 2• . 2• . Im. 10 IAETE]WATE LEC LDGTON 2' , S' , .036' CENT. AW. ANCLE as Ow* 3105-41M SEEN MET& ALUM KM P1AE Mo. OAP CASE C (PLAN) SCALE 1/4•. 1' 2' . 3' ..003' 3105 H-1. OR OW-16 ALLOY COO ALUM, MOLE W H ye.. 1 ve TAPCON 6 II' CE rr.- A,/4• 7 f•; PORED CONCRETE, co"IF BLOCK OR 2.4• WOOD rKNME Rm.RD CASE D (PLAN) SCALE 1/4•-,• I V iUUT-SYT OR CALK-, 1 m LEE: PANLU+ Tr POINTED cONCRETE, EgK< I A, FTIAALE O AND I.SN POURED CONCRETE h ,O •� OR CONDOM BLOM TOP. S N'uN UN PMELWTE PLUS (3E[ \ E OI 2'.4' WOOD SECS M PFNWC: SCHEDULE ON [HE:C15 9.1. (MAE PANEL CONCI1EiC (WTI t}II vaH;i `,� I O 6, ® EAMK pLOWKD AS AP I1:CKI If OVERLAP BEYOND -� 2'..' WDOD FRAME - LL 0. 'I) OPENING WDMOTH)D CONCRETE CONCRETE REQUIRED 1 , Jj OCX ON a*Fe W000 TRAIK 1 i wouAWD , 1 ) ,3J4' W.F •�-\�i ,© �® 1 i _.11�ERNT W/ NNOIORED Mo., VM�E• I \_ �-- REM MT FLANG.S PAPALEL TO WALL (NEVER CVl ENO -EL) x 80 DISTANCE \ 1 1 ) --- `, soaa4yR -J HNNHIAIN,,, CASE (PLAN) .'! �••`Ea/r'• SCALE I/e.1• .••'GEN ✓9: VALID FOR DIRECT MOUNT NSTALLATXXN ONLY 6 �•� �•\ SF CERTIFIED PANEL INSULLATON AT WALES W/ NO. 44167 ? SURFACE LEVEL VARIATIONS WITHIN 3/4- FLORIDA BUILDING CODE Non High Velocity Hurricane Zone CASE E (PLAN) CASE F (PLAN) £ �, . nlDo PK 24 GAGE GALVANIZED STEEL STORK PANEL SC.AIF 1/4'-,' SCALE 1/4•=1- '',, �.c�;. °' w- S�/ IL E C O inc. GLOBAL PROTECTION PRODUCTS, LLC. DATES IaaD S.M. 0, VAIE, - '2�•9d ALIT ! [,DIN MAID COMPANY ARV[, R 313+4 w0A WODa R INN20-175 Fr.: FsiF�•�e F aOHL (va.)•D9--]w. PA+ l•9.)r9+RT r0I- 111•N.K w CA-0I7s LA ' _ =AL/w rAtU A A. 1 . Pl - • or Is MI 7 MAXIMUM A.S.D. DESIGN PRESSURE RATING (D.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FAR REGULAR STORM PANEL J' INSTAL_ATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL 0 INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX ASO UES,GN PRESSURE RATNNG LA(IMUM ANCHORS SPACIMO FOR F.D. a AS SHOWN ON SHEETS 6 6 7 APPUCA19LE iO TEeA AW � OF THEM IAONUM PANEL LENGTH ti ITT) TAPCON IV SCREW PMi131111E FUME D PA1�1TE PM18 wow BUSHaNG 1J' 1r 1J' IY 13• ,w (MAP) 1]' 13' or 13' Tr Too (Ballow) 4 1/Y a 1/Y a In' a ,/Y 6 l/r (TOP) - - 6 1/4' 12 ICY a 1/4• So 5-0- e' LESS Ir r 1r Tr or 13, or kw) .45. -45 d1 LESS ]' Ir 1r ,r 13• 13' or 13" Ir 0 1/2' lr 1J• I]• Tr e• 6 1n' a 1/2• 6 1/r 6 In• 6 1/2• 0" >0'-TO - - 4 1/4' 12 1/2- 6 1/4• (BOB.•) 6 Ilr 6 in' - tTop) 1a-4• 4 l/r 4 1/2' r 7- Ilr 9 1/2' 12• Ir 4' (TOP) Ir Ir IS. U B , (e0T10M) • SEE TABLE 11 FOR MAX. A.S.D. DESIGN LOADS A MAX PANEL LENGTHS WEN SPACER " Is _USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D , DESIGN PRESSNOE RAT (P_at.) MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 6 7 APPLICABLE TEITo EON GUTZO OF THEY tAKNW PANEL lE�ll TAPCON LAG SCREW PANELMATE FEMALE ID PANELMATE PLUS WOOD SUSMNO tr lr Ir Is- IS• Iw Ir ,r Ir TV r let 6Torivow) e t • e T/a• 6 1/2• 6 1/2' 6 1/2' mor DIP) - - 4 1/4' 12 1/2• 6 1/4• pw (BOB_•) 7I/r or BY -Set (MP) LmESS _r 7 ,%I= - Ir r e• - 30 (BORON) ... 1r 13• Ir 1r ,J• (mm -45. -45 TO ♦75, -75 or 13• Ir it 13•_. 4W (BaTIOY 1r or TV or to' Its _� ,]- 13' lr or a 1/4' 1w (90ItOM) p 1/2• a ,n' 6 l/r a Ilr 9 1/2•-- OR (TOP) - 61/4' 12 1/2* 1 4 1/4' PW 0" D 1/2' r r - 3W (W" M) r or -f0• 13 Ir ,r ,r 4w (torroN) • SEE TABLE /t FOR MAX. A.S.D. DESIGN LOADS IY NIX. PANEL LflJGMS WHEN SPACER IS USED, CORRESPONC)ING ONLY TO ALTERNATE 2W ON SHEET 5 TABLE 111 e A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8- > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-to* A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE MALE 10 OR PANEL MATE PLUS ANCHORS k W/ B 1/2' O.C. NJ 44167 * « •�# Cam;. •D•. ATE OF - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone Px,aO nTmo.4c 24 GAGE GALVANIZED STEEL STORM PANEL f''P. L E C O INC. GLOBAL PROTECTION PRODUCTS, LLC. COMPANY 4e00 LW. 51 SHEET - IFM .- nAl•!F�IaYs��. n,�'R 'Lm-�Mi aA"E• n MI. AOC (4NXOW-TW, TALE: (9MNi-0797 20-175 u-om.n4 s� aRRwe w. WN TFA A RJf Y., PL TM D'••T smart I, A Is INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCC.K STRUCTURES I/1.0 711M- E%iTWC PDURED 1/4.0 TAPCON_-.DUSTING POURED ANCIIOp se 9. O-C. y METE OR CONCRETE BLOCK ANCHOR O 9• 0 C CONC AEYE OR CONCRETE BLOCK REOLSHED. PiWWCO. ✓ fl4 r� ' E0.• I E0 i� 1 /. f FX `TONG-9 t 11 60.E W R 1 4 n 9 TO GLASS V A 1 T-. 1 4 s-sell' I m ASS - -. ♦ I ._ -. AT u ♦'[[{%•: I I I piaNFMI I.v6 7 ,OGN oR) Y� 11 EKBTINGJI , rS,( i \� ; cLAss 1 1 j I ' EI ' ',• YEN. n I 1• MAX. . x Yx 1 I' IAn I i I PANEL lE1DTH (SEE ELEVATION ON SHEET 12) .. _- a ; 1 I _ ,T__ r PANUENCfH I (SEE ELLWIM _ ON SHOT 12) r-SEPARATDN 1 I . I TO GLASS 1 1 1 I� I q)1 rxtSO C POURED L • CONCRETE OP I 1_ - DUSTM POUREE ' CONCRETE Got BLOGA 1 I - E ® . CONCRETE DLOCK NHOUNFD .-Y 4 I O Va' oc CONCRETE REOURFD ; IKYONo) 1/4'0 PANELMATE PW' O RESEcuIUR ANELS ANCHOR O 12 1/2- D.C. SAE 5]4EE13 15 1 ,s fOR A1IOHOR TYPE R SPACING Foe MSTAUATGN$ MO NOW FAME OIEaN NIIsYW ANCHOR SPACINOi AND MNMW EDGE Dr -ACE ME INDICATED DN TINS SCHEDULE. '011 E.D. LESS 'NAM /DlrinED ON SCHCDkU REDUCE A1C OR SPACNG w MULTIMLYING SINCMG SHOWN OK KHEDJLE P THE rOLLIAW FACTOR. FOR THIS OPERATION 10 BE FOSSLLf. REDUCED I~" OIOAMCD USING FACTOR SMALL NOT K LEA NNW I1NWM SANICNO POCATED UDR [ACN ANCHOR TYPE ON ,1e1 ScrwnUE. AND= rot ._. 144 ... tMA001 ,H'. R NeWY A1am rfam PI 5 J C«IW.r +IY 0A) a 31 Awn RDA eoew 09t {w69Q ew low" r 6r ,m 1 , I 1/4-• PA,ELHATL • SECTION R-38 ANCHOR (BEYIMO) O_LIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/e-1- �v-py.-........,-.ram F 3L: VCEN' •.� *C a'. y •. STATE 0 A. f(ORID P.E. WALINOWUMVODE FLORIDA BUILDING CODE Non High Velocity Hurricane Zone .4m 1116O' BIC 24 GAGE GALVANIZED STEEL STORM PANEL OA FMp LIE C O INc. GLOBAL PROTECTION PRODUCTS, LLC. 01 mm 4.OK S.W.., STREET a e. la WWr u.rna,w U •N-MA T m-,Y, OR.cn MI.20-175 PHIINE (NS.).P-IaM. FAA: (Wise-sm CA-0005719 wm!m w WWW+O w. WIN IT 44167 !aT M Or Is MAXIMUM A.S.D. DESIGN PRESSURE RATING (n.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE M-REGULAR STORM PANEL (t INSTALLATIONS INTO CONCRETE AL CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5) MAX. A6.0. OEM pr4ss E RATING MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE auow APPLICABLE TO SECTIONS I 6 ANY MAXIMUM PANEL LLW.14 •• (R') MAX. AS 0. DESCH PRESSURE RATING (V • 1') MAXIMUM ANCHORS SPACWC FOR MN E.G. PER SCHEDULE BELOW Al"%ICE 7° P A ANY(P.er,)e COMB*LkWTo ALAOMUM PANEL LEND,w TAPCON SOLID -SET PANELWTE FEMALE ID PAN PLUS L1MAC-NAUN CALK -IN TAPCON SOUD-SET PANElIA7E -IO PANELW,E PLUS ZAAIAC-1WlMt1l" O WELL ID l0 mli,E REn 10 Of iH,EM 1T) NX1NaE1E TO Oal , TO WgWi[ To .45, -45 LESS 13'TV 13 1r it Ir 13• 1]' (TOP !OF LE55 +43, -40 To .55. 9e 13• Ir 13• lr Ir Ir 1]• is• 13' Ir ,r 1TVI]•TVIS' OOP) eOR LESS 1r 1r 1r ,r U- - 13• ,r TV 13' 13• ,r ,r t (BOTTOM) Ir Tr ,r ,r 13' 1r tr Ir ,r 1 (WnOM) ,r Ir Ts• Ir IJ• Ir ,r Ir 13" Ir TY Ir a (,OM ir ,r /r 1Y ,r tr ,r lr 1r ,r 2 OOP) ,r lr i3• 13•1] tr 13• 13' 13• ,r Ir Ir 2 (Wnw) Is' 1r Ir lr ,r tr Tr Ir Tr trTV 13• it ,r IS Ir Tr Ir 13• TV Ir 13• 3 (TOP) 13 Ir 13 q lr 13• it 13' Ir TY 3 (RIP) - 12 I 2 1/2 a 1/4' 6 I/e .12 1/2-.12 , - - 6 1/V S 1/4. 3 (BOTTOM) - - 12 1 12 1/2 6 1/A• • 1/4 7 In 12 1/2 - - 6 1/4• 6 I/e3 (001101Q r r r r w r a' r I r e' r 7 Ilr 4 (TOP) _ e• ! I/r W r r 6 1/r r 7 1/r r r BY BY A Crop) r - or - r - e• - e - r -4 (LO O10 B 13' - e' - • - r - r - r - 4 (Wnoo _Is- - Ir _ 13• TV or it it Tr TV TV Ir 17• I Is' S (w) Is' 1r Ir ,r 13• lr Is, or it Ir , I/a 5 (TOP) ,r or or it Ir 1a' Is- ,r ,r it or IT (BOTOM) - 13•- Tr tr 13, iY 1r tr 13' Ir Ir Ir 11 1/2 5 (BOnOM) 13• - is, or ,r 1r tr Ir 13• it ,r ,r is' a (TOP) Ir TV ,r or TY Tr or 13' ,r ,Y it it Tn 4 (top) - 6 1 4' { 1 4• { 1 4' { 1 1' - - - { I/e 4 1/4' { BOOT. - - 4 1/4 4 1/4 6 1/4 6 1 4• _ - - - e Ile 6 / 4. 6 00111 13• r Ir tot /r r Ir r 7 / eNo' 1 1 Coop >s-6, TO 14 -4' tY 4` IF 13• ,r e 1 Ir 4 , 9 1 t 1 ,r ! 1 1 >w-r To ,Y r TV or it 9 Tit TV 9 1n to 1/2 7 r 1 (BOTTOM) is, 7 T/r TV or or Ir Tr to' it' r Ir 6 1/2' 1 (•ORGY) it 0• Ir to T /r r 1r r 7 In 0orTn• 2 CW) Ir r or 13, it a ,/r 1r 0 ,/r 9 ,/r • In. Tr 6 ,/2. 2 OOP) Ir r or Ir ,r 9 1/7 ,r 9 In to 1n 7 ,n' 2 (SoTIW Tr 7 1/r /Y -Is-- Ir it Tr to' I,• r 13' 6 1/Y 2 (e0B0M) Tr r ,r ,r TV 9 1n lr 9 In To 1/2 7 1/2' 3 Mn it 7 ,/r Ir TV u- 16• ,r to• IP r Tr 6 1n' 3 (TOP) . T 2 1/2 It I 6 I/e 6 1/4- 12 ,n 4 1/4• - I/e s (BOTTOM) - - 2 I/2 2 1/2 6 1/4' 6 1/4• 2 1 ,2 1 - - 9 1/4' 6 ,/e 3 (BOTTOM) r r S 1/2• r 3 ,n• r 4' 4 1/2- r 4 (TOO) 7 tn' ]' e' r r 4' 7 1/Y 6 in• ]' 4 Clap)V-96 a r! l/24 (BOTIo10 r e r 7 ,/a (WARM) /r r tr TV Ir 9 In• 13' 9 1/2• o 1/2 7 11 1s 6 (TOO) Ir a 1/r TV Ir IV 10• r ,r I I/r(T1)♦)Ir Tr 9 I/r 13' 9 1/2- o 1 7 12 ,] 6 In! (eoBON),3' • ,/Y IS• lr it ,r Wor- e'1r • ,/Y (BOTooM) ,r Y ,r ,o ,/a ,r r ,r r 7 ,/r ! 1/r u . ,/7' a (Top) r - r ,r tr +r a Tn'. I/r u ! ,/r a paP) e 114' 6/ 1• 6 Ile 6 1/4• a 1/4' 6 1 P 6 (Bon-) - e T/4' 4 1/4• 6, e e I/e - a 1/4• 4 Ve 4 (Ban.» SEE SKEET 11 FOR ANCHORS T1Pf a SIFACW FOR snTAUA1gN3 W10 WDOO FRANK BUILDNIM • MINKNOM AND" SPACPAIS WO WAILM CODE OWAK" ME WDIGTfD ON 1HK ­DAf FOR ED LEE+ THAN ODgLt[D ON SC EDIAE REDUCE WHOP SPACING P MIA111I TINE iU•ACINC '11 W ON SO(DAE P THIN FOLLOWING FACTORS. FOR THIS OPERATION YO K PDIDML. RED(3D SPAC,AG OrA.(D LUNG FACTOR SHALL NOT K LESS THAN MINIMUM SPAOIO MNE•AM FDA LN:H ARCT,OR TYPE M Its SCHILDUE ,/4'• ,H'0 I/e. ,/.: ,H'• ,/4: AKV" TYPE TAPON INY•6Q rwil .M1 vTMIc-Iraw UNUK M MU41NM A404M PACING (h) 3 + + 3 ] ,/2• 1'/1 -am um m 0.4 3 3 1/r r 3 1 ,/r I TTNIANQ PD.) WDa, 0.1 3 3 IK 3 1/a' 1 ,/I a I/r ACILML EDK OEM= (EA). F , ,a• es - - _. - - - ] - 4- see ^ SPACIPgS ONLY VALID WHEN SPACER@ IS USED. SEE TABLE Y1 FOR WJ(. A5.0. DESIGN TAWS k VAX. PANEL LENGTHS WHEN SPACER 0 is USED. TABLE r, e AS.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-B• > 40 PSF TO 50 PSF 6'- 2" > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ON(L�Y VALID FOR INSTALLATIONS W/ SOLID SET AN h W/ 'SPACER AT 12 1/2. O C. ....!.(/,. r gyp' \C EN ''• 4 FLORIDA BUILDING CODE Non High Velocity Hur icon. Zone ' • 44167 e]oxo nitro. Wc. 24 GAGE GALVANIZED STEEL STORM PANEL OM/I1N: * �'• * E OP (.. GLOBAL PROTECTION PRODUCTS, U.C.TA 01/fo7Mi� 20-175 0, ' [GRID►•, G;'1;/�� ,���•�� TI i T 0 t [MWNrtM I'�xw`��-.o.�°w; =a ya,. Io00 S.W. st fTR[E PH,orc (4Nl Ow�E7+4a rF�al(n•14r-6]r] •• , TUIw/MTF n'•A N.M . Brie ' /N11N s,LIU A ,ADi J,., vL Lk t ANCHORS (SEE SE.CTONS I ALTERNATIVES ON SHEETS 13, 14, 15 616) ---- ------ r MAIL• R-1A/13, R-2A/13, R-3A/14, R-18/13. R-29/13, R-38/14, 3' MAX D.M..02 . R-TAW/15. R-2AW/15, R-3AW/16. R-19111 ST R-28W/15. R-3901/I6. 1• ®DTO _ - I I i I I I { I I. PANIl t i V10-20.1• S.S. BOLTS W ' j I (USE FOR PANEL LENGTH ! OVEII 7'-e') i I � I � H t j � LIFE SAFETY STORM PAniFlHA ss BOETs w,�Ea9 '1-- AT EA OVERLAP 1L:. Al I REOUl1M >� 1 I I -- I -- ��_-_ t - 10GTON O Q PANEL BOTTOM CORNERS O - -OVERLAP--OVEIIM-- Of O 1�-_;NO AT C,A•FCD,f1C WING NUT AT ~3•-MAX. E . PANEL RIGHTPANEL I' wN. -1A/13, R-W13. R-SA/14, R-1B/13. R-28/13, R-3B/14, -TAW/15. R-7.AW/15, R-3AW/15. R-19141/15, R-29W/15, R-38W/16. ANCHORS (SEE SECTIONS A ALTERNATIVES ON SHEETS 13, 14. IS *10)- -- LIFE SAFETY STORM PANEL (j) ELEVATION (t) °ti O REGULAR SCALE 1/4r l- -- - STORM pI. STORRMM7.6e7• PANEL (11+T OA76M .1 400tE vELEVj .__ ___az_azaaaaaz � A.-_. _.r_c_c___ .:___:-.Oar-r_.aaz• _ „•A 1/4•` --. L HNAx GAP' I ' s LIFE SAFETY PANEL --- _1. STA * * B EXTERIOR s IFS �(ORIOA : SECTION A -A SCALE 1/4'-1- I[ fa/L/90AT11Pr/FArt -7 I I L/2 -L` AAX PANEL .ENGiH 6 .40.0 -40.0 9.9.f (W1 OVERLAP MID PANEL LENGTH BOLT) T-r 6 .50.0. -54 D P.•.f. (W/O OVERLAP YID PANEL LENGIN BOLT) USE 2 MIN. PANEL LENGTH AiT ALL MC4MNG5 r L/2 l''WY I T INSTALLATIONS ONLY VNIO FOR WIND SPEED UP TO 170 m.P.h. - I/e MAX HAP OREGULAR STORM PAM L FLORIDA BUILDING CODE Non High Velocity Hurr(cane Zone 4aK6 A1ep0' K. 24 GAGE GALVANIZED STEEL STORY PANEL r.I. DI•WAI P I�E C O ENc. GLOBAL PROTECTION PRODUCTS, LLC. 01/IINaE' r COY Wr Im 1.51 STREET Aa MAMA DL ,As �(aj I(.a.TWAw-2Nn6. ANKs]al. Mi (e1I).».h -] 20-175 c -ODD'f t7,9 •WWII. oftoft.".41117 w: KAL1M A n]n ,... P.[ War It w 1. INSTALLATION DETAILS FOR LIFE SAFETY PANEL O) INTO WOOD STRUCTURES III I WOOD HEADER REOUNREO HFAEIER MED ,. WIND ,FADER r-- NEOUIRto I 1 W000 HE - 6EWID t//4.4 TAPCON ,14'r _1XPCON 1/4Y t/P - NWCNOL t 4'P TAPCON t` AY/CHIOR OOFV O.C. .,� ANPIOE OG/rD C I 11* O /r0'' `O.Ca�/9�'�'O.C. ln• , 4• 1 ' 1/2• I/e IIAY. \ I l 1 ,/2• t,/4- MAX.I • -- Yin., MYu I I 2 1\ IS, I - r� 1 ! I r L ( 0 q) LI N , s1-IPl• �,...I 4. e01e3M9.WiA/• a I R w ,/.Y-tea,• i Ea n / - �'_. T._.: � Ss NDn W163 t u A[AAP' GIAGe�rRfMF� GG a NeOLR R E S ` rl' ASS r a6�A�►Q� j/} ..1 _ � " - i/• ,ROM aLWH 7�T E -'-- ! R ( 'I' UOM OAt r-Iy M ` MAX N I ! n 1 1' LIIX. p6 i• YDa 1 LENOM - a. I PANEL IENGiH II (SEE ELEVATION II ON SHEET 12) I,I,.-, -f 1. 11m PANEL LENGTH A n I .._ J a. PANEL LEWIN c` SE ELEVATION ONSHEET1 N ON 9,EET 12) jELEVATION I ^ .. _.. I (SEE ELLVAAON ON B/lEtr 12) 1 __ __ I ( 4 6yIF sun, i I i .'I^--. , _.. -. I iEPM F - MDaN- IT TO GLASS. _O M--_-,2 ` 9lPAR ` � I e An -W RAIDON LASS. T 1 L/2 0 6 I a• ...� M.3 t PLATE 6uNp IF VY oc•IF-,r �n.�nC)!oc TAPCON I l If4'4 TAPCOE REQURED 4'P TAPCON 2-.4- WOOD_ NOR • 9. O.C. ANCKOR 6 9. O.C. 11NCTIDII O r O.C. PLATE �- ,j4Y TAPCON \ STAGGERED w/ STUD I II I. 4TA12GERm W/ STUD REOViREO ANCHOR 6 9. OC. i _ i'14' WOODLATE __ _S•A4' WOAD L PREOWNED S? REOU RED 1 flpALTERNATIVE GULAR PAN R-LBW LS O LIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/B-'' - IININ , WALL TI(f/l✓4,Y'' ALIE$I�SIS�YP�t�1� O MOUNTINGS SCALE 3/e-1• LIFE Ati:TT PwN .,IP���A. 4*y�+?.•' DENS '- 9 '. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone HoffS, _ 0. 44167 .9mo nwm ee. 24 GAGE GALVANIZED STEEL STORM PANEL MIw•'1« ,. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATINGS AND PANEL LENGTHS AS _ 2* ' * ' PROTECTION PRODUCTS, I.I.C. SHEET PER ELEVATION ON SMECT 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD -CL STATE _ .. -i 'S' -• � ,F E E IV E i C O INB. T400 BLA s, TWEET MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ''., O.r• .'rf DRIVFr �.o9.iA ,ew(�eRlo�e- oAW. rL 20-175 DENSITY OF 0.55 OR EOUAL. �.' ' 5:� �r,N A•`'.'%wq�'c _ .I..e.Ow. G-OOtM719 PH'°"E. 10s4)4a0- ]61e. TAX (•S.MW-rn7 FAA OMWIRO A= IIININI 1[ G A TRIM Vr., IL 1PLQm 1 aT DTI ,1" ,s MAXIMUM A.S.D, DESIGN PRESSURE RATING-.s (D.f.)ND A.._CQRRESPONDING MAXIMUM ANCHOR :MACING SCHEDULE FOR REGULAR STORM PANEL(f)INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANELQI INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 k 5) YAX. ASD. DESIGN PRESSURE RATING (P.O.f.) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW AIPL101a2 IIAIO4M MITI /ENGTH •siom L• (n_) MAX. AS.D. DCSTGN PRESSURE RATING (P.,.f) MAXPAW ANCHORS SPACING FOR MN C.D. PER SCHEDIAE BELOW AP1'.KAKL i0 SE E k ANY Of.HINim MAXIMUM PANE? LENCh1 .L. (To TAPCON I SOLO-sa PANEUMOE FEMALE ID PANEUMI PLUS TAWC-NNIN CALK-M 6 �, TMCON SOLID-SEI PAIfLAATE F[)MAE ro PANELW ►HMS IAMAC-NAM, {Yd)[-N A alsoIr b i0 �1E to O, THEM 10 W anwo 1[ of [,E ro -55. -45 .73TO 75 11' 1r Ir tr or or ,Y 12' Ir to' , ''Ir OR LESS o.7 . .Its; ,tae IF S• 13' 10 1/2' Ir 6 1 tr 6 t/2• 7 1/Y S 1/1• Is- 4 1 1 (TOP) , iiof70M) a.2 OR Los Ir it' 1r 13• Is, TV 13• Ir 12• 13' 10• I (norm) ,r 1 1/2• 13' 13' ,r r it 9• ,r 7 ,/2' t3' r Ir /r 13• 1r r3- ,Y Ir to• 2 0� Ir a• 1r to 1 ,J' • 1/Y tY 6 ,n' 7 1/2' 6 1/2' 1J' A In• 2 (TOP) ,r ,I' Tr 1r Ir Ir 13• 1r Ir IS• ,0' 2 (WT M) Ir r 13" tr it 9 in' 1r 9 1/1, w 1/2, 7 1/2 tr a e 2 i row) (Tool 17• „• 1r 13• ,r la• trtr,Y 13' ,r 3 flop) r Tr is' 13• • ,n' lr .91/Y 10 1n• 7 1n•Ir r 1 ,2 1 4 Ile 6 I/1• 2 1/a 12 , - 4 1/4- i t/e 3 (eOBOM) - - 2 1/2 2 , 6 I/4. 6 1/4• 2 ,n' 6 1/4' - - 4 1/4' 6 I/4. 3 (9WTOM) r !• r r r r 4• 6 ,n• r B 4 1/2• 4 OOP) Y r r 5 In• Y 3 in• r 47 4 1/2' r a 1/2* 2 1/2' 4 (TOP) 4 (BO,fOY) e• - e' - B• - r r r - B' - (BOTTOM) r - e 1/2'- r - r - 6 'A. - Y - ,r if, TV TV 13• 1r ,r 13' _,r ,r ,r 13• to, 5(YOVJ - tr Is f1r TV Ir ,r r tr S• to* 7 1/r Ir r 5 Clap) ,r TI- Ir .. Ir or ,r Ir Ir ,r 1Y Ir to* & (601100 Tr r or ,r ,r 9 T/r or 9 ,/r to , 7 ,-n' or r 5 (BOTTOM) Ir it, T3• it it TV Ir Tr ,r IY is* to- a (TOP) Ir BY ,r to t1r Tr 4 ,/r ,r 6 to 7 tn• 6 1/Y it 4 im a (Top) - - 1/4• 6 1/4* 6 1/4' 6 1/4 - - - - 6 , 4' 6 1 4. 6 - - 6 1/4- 4 1/4- a 1/4- I 1 4' 4 1 4' / t 1' - - 6 1/4• 6 ,/4. 6 (ROOT ^) 73' 7 0 '4 is, ,Y Ir to' Ir Tr it• r Ir 4 1 1 >! TO E -O• I]• 3• IY 10 1 Ir 6 1 ,r e Ilr 7 1 • e 1/2 13• 4 1 2 1 >r-r TO 7•-6' 7 in• 13' or Ir 10 Ilr ,r 10 Ilr 11 iff r or r 1 (BoTTo4) Ir 4 ,n' or or ,r BY iY 9• to' 7 lIr Ir 'e i (BOTTOM) _...13• 7 Ilr 13, or Ir I HT, ,r fo• ,i• S' Ir 9 In' 2 (TOP) or 6• ,3' to qr U• a In• Ir a t/r 7 1/21 B 1/21 TV 4 1/2. 2 MP) ,r 7 1/2, it it tr 10 Tn T3' 10 11r.11 1/2-.-r /r r 2 Mariam) Tr r it ,r ,r 9 vri r To t/Y o TIP 7 ,/r or a 1/2. 2 (6o,ToM) ,J• 7 1/2• Ir Is*.- Is- 10 , is' 0 1/2 I1 1/2 4- Ir r 3 OOP) Ir 7' r Ir I]• Ir 9 In• 1s• 6 1/2• to In• 7 /n it V 3 fl to 1/2 12 ,np 1/1 a 1/4' 12 tn' { ,/4' - - e 1/4• 6 174` 3 (6OnOM) - 2 i/Il 12 1/ 6 ,/e 4 ,/M 2 1/2 6 Ile - - 6 1/4' 6 1/e J (BO_-TOM) 7 1/2' 3 t/Y e• 6' 7 1/2• 1' r 4 1/2' !' 3 1/2 r Y ♦(TOP) r r IT 1/2' r 3 1/2' ' 4 1/2• r 4 1/2. 2 1& 4 doh r 9' e• 6• S' r 4 (BOnoY) e' 4 t/r S. 6 to Y (BOTTpO it 7 IN lr Ir ,r 10 /n 13• l0 1n 1 , r Ir r 5 (TOP) 13 6 1/2 Hr 13 Ir 9 Tr 7 1/r Ir r S GOP)tr 7 1/21 is• Ir Er 10 1/x Tr 10 1/2 1 1/2 r is• T S(BOTTOM) or r TV lr Ir 9 I/Y 113H 10 1n- 7 1n- 1rr 7 t/2• ts'Ir 1] 10 ,/ Is• 0 to 1 , - rlY r i(TOP)1.1' 6• tr Ir a 1Ir 7 ,n' a1/1' 1J• 4 1/2' •flap)•11'e H 4•S 1 1• e 1 4' 0 (ROTE.••) -6 1/4' e 1 4• 6 t/O a l/4-- 4 1 4` 6, 4 ll ") 9R SHEET 11 fall AktMaR TYPE A VACM FOI NPAUA?&G .LID WOOD /RANI[ 911Eo90l. • WAWA AM>OD VACANG9 AND MM kN sooss ONUNM ARE FD AIED ON THIS SDeML MR L.D. LM THAN, NDKAno ON sc"xku REDuct A/om SPACING w MAT►LrNG vocoo SO", ON 1C IKU BE M FOLtOWOO rARM MR TM OPERATION TO K POSML RE000ED [PAC/O ONVOW MMU i 1Oe SHALL HO] R ASS THIN MNM1M YKMG PDKAIED IOR M. ANGIDI, nKE ow 1/4-. 1/e. 1/4•. ye. 1/4: Alto R "M Tr'ca w]D-41" 'lE - aNM0-w1W OYR-M 11oom Alcm SPACING (K) 3 3 a 3 IT ,/r a ,n AraSIM96� OJ 3 3 yr r 3 3 1/r a OBAa RA4 mNoloT: iaol Q., 3 3 ,/r 3 1/7• 3 t 3 1/r ACTUAL IDK 0WMM EO. FACTOR 1. Db 0.l• - ,.b - 4]__ ^ SPACINGS ONLY VAUD WHEN SPACER IS USED. SEE 11 FOR MAX AS.O. �l£ DESIGN LOADS i MAX. PANEL LENGTHS WHEN SPACER IS USED. 1/4-0 TAP( ANCHOR O 11 n GI SfllE�� GI Ass : R R D II J POMED 1/4-0 TAP( 0R ANCHOR O 'ANEMONE BLOCK 'EWPED. 1 _- 9 a E.�p A GLASS u K FOR KNAL n WIN LMn Y.4"1 II a a i' Mo, PANEL LrWH I, (SEE ELLVA71ON II ON SHEL7 12) + u u Y a nl L✓2 (aB1FAIA A.S.D. DESIGN ILIAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-a- > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF V-10• A MAX. PANEL LENGTHS ARE Y VAUD FOR INSTALLATIONS unuuN,,,, W/ SOLID SET ANCHORS 4] W/b SPACER AT 12 1/2. O.C. A. T!((01 ^. ,,v�Ea '•.,9 vGENs FLORIDA BUILDING CODE Non High Velocity Hurricons Zone : 0.44167 '- °1020nt¢a.c. 24 GAGE GALVANIZED STEEL STORM PANEL I.P. STATE 0 f, P PROTECTION U I GLOBAL PRODUCTS. TLC. I Ic. DMP. SAT[. GRID L�T,`y.�-. C� _ rAY1'ANr SAT. n MI. TICC� 1M� Nam0-175 y /0 •.• :•••�'� w-. Veal P+,-, s7:1 IY, PHONE (•N)sR-]+•6. 1. (PM1RM-RrT 2alAWRL - ' YIIIIIII,hA, iUR[/OAn U-ODDIT,. Wmofo A. 1, I A PC. •'1'• r »I T w N[[T 10 M ,e INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1-) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURE;> EXISTING POURED 1/4.0 TAPCON EXISTING POURED 1/4'0 TAPCON EXISTING POURED CONCRETE OR ANCHOR fe r O.C. CONCRETE ON ANCHOR O 9' O.C. CONCREIF. OR CONCRETE BLOCK CONCRETE BLOCK Y/ CONCRETE BLOCK QOUIREO. / REOUIRECL / REQUIRED. 1/4- 1n• 11/4• ' I/e MAX. j MAE Nut. j/ ! I EO• I LOT.• js I 01 I 1 -� - A, ens r AUN� I 7' MAX. LENGTH OMEN I OBE UEAADa4 - 1-, on SLEET 12) JT , r�BE Vr % IF I W M Vr m l 3/4 ........1 I . _. l "Al. 1/4.0 TAPCON� /4.0 TAPCON ANCHOR O 9. O.C. ANCHOR 6 9' O.C. MST11NG POURED CONCRETE OR �..EOIRTINC POURED CONCRETE OR CONCRETE BLOCK REQUIRED. CON1.REE BLOCK REQUIRED, SECTION R-1A S O REGULAR. PANS O LIFE SA ANEL WALL MOUNTINGS SCALE 3/6-T• SEE SHIFTS ,5 A ,s MR ANCHORS AS]Ae rot 1/4'. TYPE R SPACRG VDA INSTAMATONS WIO wpm HW0n11 .,cH,u, sAe;o (Aa s .am FRANC 6UILDIIIG3. MNMUM ANCHOR SP.CO= AND MMIYUM A ,1,�y,� ra+NP1. olAi 3 EDGE 06TANCE ARE INDCATED ON TNIS UL. SCHEOFOR E D. LESS THAN INDICATED ON SCHEDULE REDUCE ANCF,OR WACMNG NM,AINn nP1 ' a.oW I,WW ew + P wATft i4G SPACNG SF10WN OH $CHEDULE w THE FCALOWINNC IAC,OR6. Amos. mot OWOSQ 1iAo011 I __._._.._!L3...-.._..__. 3 1/a- o oAl ._ FOR THIS OPE,AYON TO K POSSIOLL. REDUCED SPACING OPANED USING ACTOR SHALL NOT K LESS THAIT _ r LRNI,IVY IMpCATED FOR LAC" Oa0 TYPE ANCMOR PE ON TORS 5CMDIAX - - _- 11 1- MA. I R•• SEPARATION 1 Sq,• EXTSTINL.p To CLASS. A I 1 4.0-xbt' PA 40. LENGTH PANEL LI IH (SEE LLTVATION 11 I (SkL ELEVATION ON SHEET 12) II _ �,- 1 ON SHEET 12) u t 1 jjj 1 I 1 1 I E.D• 1 E.0.• I 1 I 1 I L m ' _.�._._ I co 1V/��y..�I�1 \ TA• etSPL Nu Ti16 Na oN6X fRFO Lu ' f� a ,x , os. oil 1 0.G. 7/ef TAPCON 1/4.0 TAPCON ANCHOR O 6. O.C. ANCHOR 6 9' OC EXISTING POURED CONCRETE Of EXISTING POURED CONCRETE OR CONCRETE BLOCK REOU14 O CONCRETE BLOCK REWIRED. SECTION R-2A SECTION _R-2$ O REGULAR PANELS O LIFE SAFETY PANEL WALL MOUNTINGS ,IHNNNF.F SCALE fk N0. 44167 = FLORIDA BUILDING CODE Non High Velocity HOT Icons Zone) ?* . STATE OF ,'Q. _ �o T[TarL Ac 24 GAGE GALVANIZED STEEL STORM PANEL PWMer SS;(OR� I� E C OI 1 N c ^ GLOBAL PROTECTION PRODUCTS, LLC. °' a DNAL � Has s ieG c wuNw �°MKEEWF_ 11 ul.14,n1 ...- 1-1 oI ,m K.,i.T,_,u. WGNE: (01.1No9-eM rAA: (.S+1.W-4T5T 20-175 Pr wa/xoAEwpwE a -mane IWR.� oRNWew w WFFLORIDA A . If Ile] - N.M ,I O1 10 11 EXTSTTHO"; CLASS a / n I I u n II IT f IT ,• Yln- 1 II-1-SEPARATION 1, TO cU55. n INSTALLATION DETAILS FOR LIFE SAFETY PANEL 1 INTO WOOD STRUCTURES A TT -II IfADEw \ W000 HEADER ..• REQUIRED 1/1•e T1IPCOM 1 4: fAPCON } i i31G101e O r 0.0. f ,' ,NGR o a• O.C. a 1 I! 1/a• t/4• 1/P_ , II/4• I e EXlsn� I , 4'e•ar N - ,/••=-mar GLASS 11 I ISO, oat 1�'1 + f i - - - ( •L• MA" 11 _ 1 •L Vex a. PANEL LENGTH 11 1 PANEL LENGTH (SEE ELEVATION 1111 1 (SEE ELEVATION ON S12) ON SHEET lI) SHEET 12) ,-- PAIMIXV Bow O CLASS. ; 1 NN•-NVNEAT,o,F- i f � II ; 6 6 W ee. Ea I 6 a Yr oc 1 _ I 1 2•F4• 2'a4WOOD PLATE 1 j,' PLATE t Rrow IT f 1 1/4'r PA.Ia011 PWN REQUIRED t/4.0 P/MaM TE I" ANOIOR NI 12 1/2. O.C. , • 12 1/2. O.C. ALTERNATIVE R-3AW ALTERNATIVE R-3B1Y O REGULAR PANELS �llfE �AFEI7 PANEL WALL 110LMINGS �1Ea.�,,,j�L[ij✓ SCALE 3/S.1' P.•''' '9 ''•: _ N0. 44167 �? FLORIDA BUILDING CODE Non High Velocity Hurricons Zone) elwo I= M 24 GAGE GALVANIZED STEEL STORM PANEL z -o'• STATE OF 1. INSTALLATION ARE ONLY VALID FOR WAX. A.S.D.� 0 E •- 4, ' L IE C O IN4m,MaR DESIGN PRESSURE RATINGS (p.s,f) AND PANEL ;90,`:- F(0R a GLOBAL PROTECTION PRODUCTS, U.C.LLC. LENGTHS AS PER ELEVATION ON SHEET 12. %, i ' E7 Z_._ 2. FOR NEW WDOD FRAME CONSTRUCTION: WOOD ''„ 3/pN AL EN �'l.�i (� TI `T y.(j je )x+"D :p1j,Pa: ,Wti'11,1Tu.[t MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 'NNwNNLIN: R.,. P,IO. `� asT rn-YI w,ar,E (/N)W.-TSIe. 1A (0RI)W4-87.1 20-175 DENSITY OF 0.55 OR EQUAL. r.-oaaTro P[ fLY/fKY1WT/MT[ wFix A IXLP A.. I.. Y TT O O (n C6 `j (D u/ �I U O (D O O � O �- 07 j U) C:)O m -� (n _� L nn,, W O -a O O > O C / W Cz O Cl) 0 W w z z Q J SHEET NO. SH 1.4 ANCHORS (76•• ALUMNUII )P MET PET+ 4X SEE NOTES 2. 3, , -71 it _ .. (INTERIOR I ) (IFrrrnpR PANEL) 71 -_... • (INT _ R __ PAfKL) .4 pp pp l) OF SEE NOTES 2, 3. 4 BE . - I � N_ cm 801SCIM S PSA AYOEM .. 7" I MAX PANEL. LENGTH • 4/- 40.0 ES. r av i N)i e uA. JJ_L JJ_LLJJIILJJ_L J1LLJ L1.1111JJ_LLJJ1 LJJ_LLJJ __-L,_ SU .� 3' Mae NM 4 3' YRr. 1 • NA, tI-EZIW/18 3 ANC110R6BEDPON Q7 At RTWIEIIVE E21W ON OW1B) -. .. --..-�EZI/18. TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL C1', SYSTEM (t) m GAP SECTION A -A Jf,N SCALE: 3/32`-1 , s>..,N.1Tl((�l EN D. 44167 i ., MATE Op ENC;INFFPING ENGINEERING EXPRESS PRODUCT EVALUATION REPORT September 15. 2020 Application Number. 17869.1 - R2 EX Project Number. 20.31543 Product Manufacturer All American Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach. FL 3340E Product Name & Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being Issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 1 F A for statewideacco ante ar Method 1 d The product noted above has been 8 G20-J DOS. C . o W P l) tested and/or evaluated as sumarized herein to show compliance with the Florida Building Code tT Seventh Edition (2020) and Is. for the purpose intended, at least equivalent to that required by the Code ReEvaluation n1 this n period shall be following ng Oerunem Florida Building Codemodifications or NWISIons Substantiating Data: • PRODUCT EVALUATION DOCUMENTS r n a 15L7 fitted - 4 e Galvanized Steel Storm Panels HVHZ & Non-HVHZ ' sheets 1-5. EXd swig 20O 2y ( ). prepared by Engineering Express, signed & sealed by Frank Bennardo. P E. Is an Integral part of this Evaluation Report • EST REPORTS 7 r D h en tested m ante with TAS 202 test standards r test Uniform ataUc stiuctuiel performance as boon accord per e T--17-001 b BI ckwater Testing.Inc. r rt s •B ASG a 1 Y po ) Large missile impact resistance and cyclic loading performance has boon lasted In accordance With TAS 201 and TAS 203 rest standards par lest report(s) OBT-ASG-17-D01 by Blackwatef Testing. Inc • 1 R CALCULATIONS STRUCTURAL ENG NEE LNG C CUL Stfudurn3l engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to quality the following design criteria- 1 Maximum Allowable Spans 2 MIDlinllrtf Allowable Spans 3 Mlnlmuin Glass Separation 4 Anchor Spacing 160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396.9999 TEAM* E NGINEERI N GEXPRESS.COM F MGT N E FRI N G EXPRESS.COM t ,nI m-M w .r•4w.XJ w.,4.. i - AfTMVY All I, O x.eT M �' • ' '+•' aw'Jwsrs Hn•: aril.-; r NIL P MIIF rtX Wk. a1.TK (ti CC-uF4'%L IA. •N. �i°� d"gym lr-r�r. tin y� U:R 1 V.!i ANN IS-1: FORK CIS.[ X ` `?M0 qOA ('JreYI_. IULY' . ,N' L' N'I L kM LEN..Y,O'). .:I:cA .cHc. YIJ :•\J'_^1R1! V •1 IRW.F/IIIIW:I NINIYI NM.IION YJ LJ.rA "N Mhr_ L w4nu '14» T•r. n^.m YJ•' ✓.Y,LRA, M., 44 �'NMP i1kR•E'. V LM:_L X ill 1 r Palm, eL.:I1n�E u1- NWmI1h; E0.USNINS • .AST PANEL TO BE INSTALLED AT EACH OPENING SHALL ALWAYS RE PROVIDED W/ REAM NAWDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. N(I) , E-Z FANG STORM PANEL SY57EW CO I NO OF ANEL + IC TRACKS TOP ! BOTTOM. (2). END PANELS SHALL AL ri BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR (� SHALL BE PROVIDED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNFCTION SMALL CONSIST OF1/4'/-20.3/4' M.S. W/ 7/8"Sx3/32' WING NUT OR 1/4"00/4" Min. THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR MT FLANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR IS ONLY USED Al TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BORON TRACK MAY OCCUR AT ANY PANEL LOCATION t INSTAL'-ATIONS ONLY VALID FOR WIND SPEED UP TO 170 P.h. FLORIDA BUILDING CODE Non High Velocity HurrIcon• Zone Dfvx Inc.. rfc I�E C O 1 N C 24 GAGE GALVANIZED STEEL STORM PANEL fA' OWN YT GLOBAL PROTECTION PRODUCTS, LLC. .tDD [•ir. 11 slxn Din. n sou, i• P'wNL iPs•XMR-75.6, LAs.N4w-47r. DT72 /,•w oef '' fi�YT'IMG R-L�Nc( 1N ERW9 Ca •mw9eA n ».. •. rai'n4M ILwP- v u-aic4:M� Y7/1 TP A. fXlrl J PI 20-175 d0'Y1M0 •'O - W ,r.,•, sNSP a or Is k_NGINEF_RING Page Z L,(_' All Anne» can Shure" and Blass - 24ga Galvanized Sled Storm Panels No 33% increase D1 allowable stress has been used in the design of this product Separation from glazing Is not required for installations outside of wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test report($). end Is accounted lot In the engineering design of this product. Wind Load Resistance resist Wind loads as Indicated in the n schodule s on the This product has been designed to Isl ad e s ) APa l respective Product Evaluation Document (Leengineering drawing). Installation This product shall be Installed in strict compliance with Its respective Product Evaluation Docuawnt (I.e engineering drawing), along with all components noted therein Product components shall be of the material specified in that product's respective Product Evaluation Document ieerigineerin draWln p) Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (I a engineering crewing) as noted herein. All supporting host structures shall be designed to resist all superimposed bads and shall be of a material listed to this product's respective anchor schedule Host structure conditions which are not accounted for to this product's respective anchor schedule shall be designed felon a site -specific basis by a registered professional engineer 1 m which are permanently Installed shall be protected against Corrosion contamination. and All components H: Pe y P Pal 0 other such damage at all times t h d for use within and DONNIE, the High Velocity Hurricane Zone HVHZ This product as been designed g e ry ( ) Respr cilulh or NN. '. L pp rT.. Frank Bennardo. PE ENGINEERING EXPRESSO 4PF,0046549 I Cen Auth. 9885 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396.9999 TEAM 0 ENGINFERINGExpoess, COM ENGINEFRINGEXPRESS.COM %C'GW11i.V �-L '.,WJiI_ rJJ•r K'iPA J.)eP. M>C'l•I "._ YA � _> RCN .MAiI_ rJJ)v+-.A'.K •. P'..'lnri. aL4 r ..lMi.••w � .,. - mi 1ON n tl t 1- ,.. E a F -XI `I6 a 'UV w>fp Y auk n nrtn to L X'x Q I ti ntn tt!. 4F 1Y3" II y {z pa 3IL 2 a U w YI � W I1 RN r I� C 9 ,a ❑ .• A 2lr IN •Y.�': 13 T F ']fl1NX'GN f _ YTHLS w 1l' WYIIIVJ L•:,LY_ L. N.; a, Hr r•As Z 11INAlL'.; .� I r IJ-Y: ':1 J,UlIw w. )1CL1LI� eCCf10N IA uyI lU waaT ?LG`. .Ily MALL NWNr9{TION - .lrfJ.IFr:A ,1^� - r IM3" J 7 .1'A••. r'.Y:.JN `fNL •Tr,l - 2R} Lib Z'�` •�. W'_J .L NV.!\•I' 3oN1 N41 - •rru. , .. ^ G�1 9 n Y :V':n•I3 �..Mr• k -.Y „• N:r S rSy. Cr T NivL'N'iy :a iNl,[nFE Iy'�� L C T F<'TAQY:Y„f •T, V V"':'':. :'Iln•+hl-I Nil:"Nil'. Y J N• rE :l J Ja I MI'^11rM6O 9TE•S. - 1 f: f•..N I'W li R0.U51W•,- J a •1„ 95; TSi .■9 •.1 HID va NJ qppMWMM .E 1- ­­1 N..H.I. a91-1h 1 i y -a :I:r:a -LT r,I •L:1en, Te C � j, :1:--- _PINT;• N E''T`IJ":O6C - FED g yi. MI* LIE 0'!'FA: --FI:HL ate, M� m �_^ 83 e� 1. WSL +n. Yf Vl1S9B",3N1«F Is N-D I`LTI,J RI: 1:N . �Eeit�� a • $i 11M: +1,RI •• IN S •r"!ITIA' <n1..Y'^ D]M1rrPRYNNxxlitlF ii •C•n5^•9; w'6' I CO'..14JIAl9 L': H!.Il}n'.AIXtw y:SlV iC.Irt'.Yf'IILr'N', M1''N` .L>'H'H YrIT A,;•'l r.:'.r la.l ll a'.. 20-31543 ASS..PTMM 4­';;., � o�±aoJeorroM c1owRE oFTAu F� _ 79Owt o Y _ •, J ` /•Y f: INf{111 MIN WYINI N 1:IM)N - ' INSTALLATION DETAILS FOR .SERIES 2000 E-_�Z HANG STORM PANEL j, INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES E,XISnNG POURED A\� CONCRETE OR 1/4'• TAPCON CONCRETE BLOCK ANCHOR • 12' O.C. REOUIRLD.1/t1 tAP00N 1 / �//t4.1' HEX HEAD IEK WOOD HEADER 1�1' IINt' HEX LEND TOt ANCHOR• 12DTIC� 00 •T/4- FROM REQUIRED ` /. f EDGE OF }/4• - Eb. Aj z.z. soLn •,® B 9 G ATBM II E P Min. B'" SFPARA70N - GX15TING4 TO GLASS. C A55 I 9 I 'S rt . Ar EA IT E 1 9 IT I' 6 ,• ten. I I 1/4.0 TAPCON ANCHOR • 12. O.C. % WALL MOUNTING SECTION EZ 1 SCALE 3/8 -Aljt),p al RRMET POP MAX. .�T PANEL EEH M 4 o6pIER. i I I ' f MIN. PANEL LENGTH 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SHALL BE 2'-6' PRESSURL RATING +/- 40.0 P•s.f_ AND 6'-0• MAX PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. No. 44167 #: # :# o'- STATE 0 . P0 FCOR7 10 •/14111NN1 /BON411 ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON HVHZ) `- - J WIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT (CONN TYP. T AS Q YPf RE 'D ) SECTIONS '{� BOLTS WITH !a"-20 STITCH BOLTS WITH WASNERED WINGNUTS FASTENED R PS AIDS OVE lA ® PAN(USE APPROPRIATE SPAN TABLE) T�[' . PLAN VIEW/ � a X . � R0.156' w Z 7 t BOTTOM ) ) MOUNT a (LLNN TYPE AS REQ'D) .391" MAY BE AT T 0.375' d BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N.T.S ELEVATION TOP MOUNT (CONK TYPE V'i•X (S PAN ABOVE 0.5 RE D BOTTOM TRUCTION i �� a LINT (COZEN TY As v REO > q S q11 c 8� --OBSTRUCTION Q °� L (LOCATION M TOP MOUNT J- - (CONN TYPE AS R 'D EQ ) PI s MAY VARY) BTU{{ fT BOTTOM MOUNT (MNN Line% BELOW TYPE AS REQ'D) (SPAN OBSTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED. OPTIONAL Y'-20 STITCH BOLTS WITH WASHERED PROVIDED THAT CONNECTIONS AND ANCHORS ARE USED WHICH SATISFY WINGNITS FASTENED SPANS A60VE a BELOW OBSTRUCTION. OVERLAPS 0 MIDSRAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS LILVAIION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: S UL 21 GAUGE PANELS MINIMUM STORM PANEL SEPARATION FROM GLASS (NVH2, WINO LONE 4 a ESSENTIAL FACILITIES) MAXIM MTv u DESIGN ALLOWABLE HAW INSTALIATB'00 5S INSTAl1ATO SGREATER N PRESSURE 9►AN f1lRM0 TEEAN 30' DROVE GRADE THAN 30' ABOVE GRADE IPSF) 6 n6 H, 116 •� m 110DM _/ •/JS 1N.0Lo 1161" 216M •/•W 1SIBER 6.061n 2.IBIR / IsO_aM 2.161n • 70 / 1)OA11 6.06in 7.16M / 106.Eti 6.OBM 2lSM •J•4o 69.21n 6.09 M 2S3 M _ �FYAPJ SC F1tUUL t NU I Lb: 1, ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD 6 PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN ORE L TO EQUAL NEGATIVE DESIGN LOADS. 'PAN f ' ARE S N 2 EI AWT H AS TING USED 1 CON]UNCTION WITH ALL MOUNTING EXTRUSIONS 0 TRACK, SNODED ANGLE, ETC.). USE 6.25, . .PAN FA T NER SPACING T V F O L EL S E AC NG ABLE VALUES FOR H'• AND'U"-HEADERS (INCLUDING BUILD OUT Co.CONDITION$ . 3. LINEAR INTERPOLATION BETWEEN LOADS IS I O 0 S ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 1 ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE F MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE 15 REQUIRED FOR USE WTrM POSITIVE LOADS ONLY, ( INTERPOLATION BE7WEEN LOADS IS AREPTABIE, OTHERWISE USE NEXT HIGHER I LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASIM WIND ZONES I THROUGH 3. THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROT TED OPENING IS REQUIRED. r/I/ wR. III , ,; i 1 -�D---- --'-I iDC SS •OATS B,,Sf�� d I , • e i/i 9 I l 1' Mln, E X1511NG B SEPARATION I.. .?.... 16'e CLASS TO GLASS. I POP �. I v.•.-amr a -I n i •uLn N x k"1 -- -.._'( PAIEi LICNOEII • E 1 u ' I I n Mtn 1 4••-3 It - .-_SEPARATION I 0 To GLASS 1 RElY 603 GF 'L' x I u N t u •-. I i I I N••. ED. 2 )f4'0 TAPCON ANCHOR • 12. O.C. l jl 2'•4• -11 PwE REQUIRED WALL MO�(L ALTER NATIVE EZiW SCALE 3/8-1- FLORIDA BUILDING CODE Non High VelocityHurrican• Zon 0 1YRC0' P'c 24 GAGE GALVANIZED STEEL STORM PANEL'6, I L E C O I N c GLOBAL PROTECTION PRODUCTS. LLC. on".P20 •e00 Sr. !, SIAM MVC fL rm vINA4. (Pi>)eee->S•e. rru (MkMr.9-•YET ` f�"O'MCiRNN COMPANY . ,.�,., • n y>iW •.•+.. (Jr4)•>' ,UPI. 1zN •T_,v, 20-175 -- G-pOpe)I• pAerN•G R. emn OfY -M A IAiri uI ) N,D f AR BENNIRDO IF 1 MX#iG 10 UP f9e3 Ly MAXIMUM ALLOWABLE 1n ` '" I2 DESIGN PRESSURES: - RS NOTED IN DESIGN DESIGN NOTES: saHEDULEs U o; POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED v ° FOR USE WITT1 THIS SYSTEM SMALL BE DETERMINED PER C 1O B SEPARATE ENGIN RING IN ACCORDANCE WITH THE ERPO pU GOV NG CODE. PRESSURE RE IREM N?TS AS 0 yy 7 N� M'L DETERMINED IN ACC00.DANCE WIYH ASCE 7 AND CHAPTER 1609 OF THE FLORA OA BUILDING CODE SHALL BE LESS THAN °lu U t! OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN RUBE 07 a Po CAPACITr VALUES LISTEb MF0.EIN F00. ANr ASSEMBLY 0.5 SHOWN. EL IS m i5 � N ❑ li GENERAL NOTES: 3N 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED 1N of a ACCORDANCE WRAC THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SEVfiNTH EDITION ((30W) F6R USE INSIDE AND OUTSIDE OF THE HVHZ. PER e w b ❑ TAS 201. 203 AN" 103 TEST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE AND C•CI FORM TO ALL (ALAI BUILDDlG CODE AMENDMENTS WHIC14 MAY APPLY. DESIGN CRITERIA aff"o"D AS STATED HE0.QN MAY REQUIRE (n ADDITIONAL SITE -SPECIFIC SEALED HNGINEEROIG. 2. NO 33-1/3AW TNCAEASS IN ALLOWABLE STRESS XAS BEEN USED IN THE DE6ION OF THIS 6VSTEM. 3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WMtCH THIS DESIGN IS USED SHALL M RESPONSIBLE FOR THE INTEG PITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH O SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 1 SCPAAAT!'9ITE•51ECIRC'9ML[O"CE!" 11"Cl 1HPLCBEM1.1"E0 IN Z ORDER TO DMATE FROM LOAD0lPLlCTi OR PANS OOMRAMeD ON 6 B, y, HEREIN, (OM7ACT THIS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS Q yyQQ s MAY BE REt USI=MO I%1 h IL 5 TH[ 6 N FO D[TNLED HEREIN IF GENERIC AND 00[S HOT PROVIDE INFORMATION FOR A SP[GFIC SST[. FOR SITE LON DfnON6 OrRF[N[NT PITON ry W THE CONDITIONS DETAILED HEREIN, A LICENSED EKIN96K OR REC6TERGO w ARCHTTKI'SHALL PA SPARE SITE SPECIFIC DOCUMENTS FOR USE IN �( CONJUNCTION WITH, This occume- 6. DESIGN PRE5SURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DITTYEEIDSD A 1.5 FACTOR. t a3 BY SAFETY �.R e 6ENOTCD 6MA Los OR R mN SfASr7ENETO � N i y 3 ERV I PB UI IB,AACED OR Orm'N' CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS Z c V FOR ALUMINUM STRUCTURE9' SECTION 3.3 BVTHE ALUNINUt4 ASSOCIATION, INC., "ANYAPPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. Q iv a ALL STORM PANELS SMALL 61 14GA STe6L 0.0.024'. PA 3 ASTIR STRUCTURAL C 9. STORM vANI SH1LLL CONFORM TO A/ 3 URLITY G COATING WITH A K61. W ALUMINANIZ[D L 10. UNRWISE.I0 N99HALL BE 606}T6 ALUMINUM ALLOY I W63IT ALUMINUM ALLOTEDOTHERWISE. UN UNLESS NOTED OTH ERV/SSE. 13. i0P 6 NpTTOM ORALS SHOWN MAY r[ INTERCHANGED A4 FIELD C CON OITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 12. CONCRETEANCNORS NOTED NPA61N 5NALL 8E EMBFDO EDTO --_I Zj NO CONCRETE ONLY, INSTALL ALL CONCRETE ANCHORS PER MLMUFACTUAERS RECOMMENDATIONS. 13, THE CONTRACTOR IS RESPONSIBLE TO INSULATE OR PROTECT ALL P NEN8ER6 FROM DISSINILA0. M4TER7AL5 TO PR FNS ELECTROLYSES, EEyy 11. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL [CAN A6 NG Es EE iY e A U N ONLY. THIS TJON BY CANT SFIDW E OF I SPEC[MCA CONTRACTOR, et, eL qq qq IE II e 5y E RJR ALL,COSTMA A MATERIAL INDEMNI G L 0 SAVES HARMLESS LL THIS ES RESULTING INCLUDING LEGAL FEES 6 APPELLATE FEES RESULTING FROM MATERIAL C w k SYSTEM ERECTION, DATE, & FEMRAL PRACTICES DEYOND THAT IYNt IS FOR eY LOCAL STATE, 6 f[D[RAL CODP3 B FROM WHICH / p R 9 i Re A SOFT ONIATIONS OF THIS PUN IS EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL - y€ CERnFfGTIOIO OR AFFIRMATIONS ARE INTENDED. 1S ALTERATIONS. ADDITIDN6, OR OTHER MARKING TD TN1800CUMENT 13 B ARE NOT PERMITTED AND t-town THIS CERTIFICATION. IANEL5 1 17. SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF (l) LABEL PER EVERY 3.0 FEET, CONTAINING THE FOLLOWING INFORMATION: ERS NIO GLASS y B' - M'� [3 WEST PALIM BEACH, TAS 201, TAS 202 R TAS 203 Y C�YE i• I:vr4.w "•'-''^ ^''VNRc 20-31543 FLOODA PRODUCT APPROVAL HUM6EA _ J VISIT eCALC.10131643 E $'� FORALVIToMA_ ne,NXPRTY6RE•JIaC� - 1 MINIMUM ALLOWABLE SPAN SCHEDULE 4' �LitiEiliELii"r�EYiEZiRi7E�Ec��1A7 •�• 'S�<�Eiti4ELiETpE�m�QiE�7E±EI • EE7E%iEiF1®®' ETaiCN7Et7 • 1� nE'!ETRGai7l•97 m®E�©E,�E.�RT'iF �iE'ii�QzlCa�EEi �--= ®E:it�l)pF�90®C��.'AIp EiimEcliai�iv7E39F�iii MEMOP[7i OM®®iTElE7.F�67 Ci1c3KAKA NFMI T".��1L1�ti7E�7Er�[ETi"ESIi®EiE�E3®E� �tiid.'70FA27Fi2iE2iiE3�®E./siF .iOE� rI[u an. S>AM a•Aeo ON ANTI COMeINARON OF MDUNn- l. SPANS YAWN MMIMUM ALlOWJ4Y) Un COrbmoNb Ar TOr OR IATTDM. I•rBl LlIWTHr LESS THAN TIA9E Norio M lAMt A4NM M! NOT Un A2CYrtAeLf. 1- RFAI4nON GLASS 16 AASOW Vm[h IAN4 LFNGnI [S ORbRA iWN TwT N01fU FOR g ECTIW o cc N3 SIMC MWNnNOQUi-MIN AA•OK. A ANT W 1 ASA[ 7 tIOE ROSLMS! t0U1•SD roA ALL WIl000T MOINn A•M A•DUE HMS SUM t10SM NOT U9Eo wIM WraDOUT MDLNTiNO CONOITIpY, ApVIAED S[rAAAnoN ADM OuaB tHNL eF rH DRNL r • TALI APM2 5, O p1M O.0 (WITH M vI1T11I„T t1rt01 SGI51 ANp 3.9• P•Nelb, •WIN WITH rIJIf, rA1`wMsa1z6-aW 2 Z XM S. PANELS MAY, TAIL -L IOMWAV uMING ONOTIN III Or Te N StKniii L Tor DA aoRANI QOSUAl9 PIA owMw ra aTAL •K' LI511111 ANT W]uanNe cagmOx!>LOWW IN THne auwlMTs. Q $ _ L OPTIONALINTERIOR FASTENING DETAIL N.TS. {�aM Ln y Lj LAST I•Nf11"YA„I' •• ff FI10r, INTWO. Lj >; Of 0 AD I'Cpf 4 Q K " 26. 1' S.S. SUM. w BLA7 OR I4KnINt 9fJ1E>V THRU K' DNA. LINE J 11.1 Wt• WAYQR[D WINUNUt oN INSIDI rAct J Q i 1 1 a I t 83 r''7D Y 1' MACHINE !CREW tTUp W W D / A9rM! e a E R. r"LIr Y• E 1 (COMMeT • ILK' O.C. l�oNfrLTS IIOTrrrn HO,1NT f X111UMON I.- • g if eOrron HOUMT • � b 1 ICMIN TTk A6 y i R {J R RE0D) rnrro yy R � If fY�Bflf?���j j3a CONM TYPE AS A[D •, ffIR .ANCHORS Ar eafsnlfe concREn o' sMur.Ga,wr nit rNxLow MocA UE vALUT aIVTN tN AN:Hw woon ..ANIM. sNCINc rAMI-r. • ra, •• WIKNBP ILWwIB4wlmN 20-31543 - NANfL APANEliT,r euRl•a wWfL; OPTIONAL EGRESS PANEL DETAIL M P INTERIOR FASTENING a l kt'lRr.�- 2 B9D' 2. 290• r 2.250' II'0 �4'5pOOBa' w•luuN f o 09�• o.7s0• 1�1 z t 1 Y'P LsF' D.o 629" 0.094"T-•IF. �.125• �.094�, Y 7. F �' a ry 4 g 0.125" >� h 18 GA 8O.094" .094' T-- lea' k nP. s T 8 06 -i� 0.094, 9 0.062 1.930' 1 30' ?I L.35 .030• � -« 2.00D'� OO •.•�02.020a 250' -'I 2.000" I-- -.I 2.000. I� TIP. 2.000" h- li",�: ��x qC 12L' 1.180 'HI' Hr ANAL � lrl-PAR CL ARE •,,y1Q 1L(.J/gl• ,�" A, V_ NN2i T'LJ• HEADER ,L�yB1Enoui 'll" HEADER o-.- © '.� . •( iSi �-----` cY � 0 c II II yaE ." �gq1 1.51 1.560"1� ^I1.560" 1TI310 II'14 ].J80'6M11X. 31 "S 0.376• 0313, S1 --1 j- 0.1 • " 11� C� %-' ---.J I O.L79'�F655" 0.19po 004b55" 0.190'^I E' 6.655" 0.350" 1.00)^ �'.aiac . 12.500" PANEL COVERAGE L L_ 0.5 4^ 0.250" 0.050" ♦ u 14.B73" PANEL LEN a1 a✓. �.O. .roff,DIR '11 m - � 11 a �I DIRECTION �.- T-D.090' -� ..vH+Nv g'.0 o.OBz- pile" Ro.us.3D5'TYP. '��' TYP. 2.pOQ;,.OSO-0.700',RMXE ^0.937• 7 e EEE wE IG .EETtflL�-EAS2 3 f s D. O U 1 0.376'--11 j- 0 D� ".�.55' 0 F" Z p ,. A b �' 1'1 ❑C ilk M LEG ICn - - DS0.CCTIGN r Z .� c i--].tlOD" VlnI ..Ll'L'11 REVERSED W aATT9 }Si �.V LL 'F' Nnr _ 'w I YIEN 1 { Is 1.000 ^:VIv.•DL'2iwcYWREn 8 a •� > OVERLAP 1 ,25" MAR. o:;Trv[ 1) W 41n rj ,'{j FFN 4" M0. K. /•� ORKINA CLDBURE DETAB, 1 Q Yj i/i v�' J O.11iB'J >nu uK •:n•Knere .25 MAX, MAX.cv�za ;J•. rTrC tYNHYT• T+>f.�riYF•N':I W YR P•MD.Y. lF. BUIID-IWT a, vYar: N-,i v-NAL n^ •ta^, Ir.M v, OTST Dace f d Wnll Wr 1 1uW D wl.a - x ._MI. 4= n>,ry1 CP ts.Nl J Ar 1.OD0' J Q _',IYT C.4AYIY.IGC`.T r.,,'_ : i w::lk•W r M I E BEJ N 1car� J1 C,vnv.r :B FR•19B M.r•:, 14SI. JI rs r, - pC qa 51 OV1.ERLAP :was*­'MAX�L A -4 M'dli• O.. LL •I25° MAX. :Y:s_:,LY'.r: k soPMAXMIlow CpRNFRLUIRF'lVNx7 wrJIP� •D.•,i, Tn• ��I �' t�� /.TMPMWNTClOSVPE OErNI TUTS. ma'"24�5 �iI OIMNBQ rRINf aJYalmR 2D-31543 �'P'«sFTaBII // LS L� ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENER5 9 12 5' U.0 .S- ewr DES�TANCI �•> BIAN Pr60B ANCHOR rae9wu Tt►[ /re M UP TO '•0' - P T - C CONN TYPE Cf C2 C3 G COMB TIP C1 C2 C3 G DDM E SIT► C1 C2 C3 G 1 w C O[D L1/• 1/ Y] OEYrALT UIiRMON . ,. 41 4B SI 13 125' 160 147" 99 12.5 I6.0' 10.2' 6.E 12.9 I60 91 61 12 5 16.0' 11.8" a0' 12.5" 16 0' B 2 5.5' 12.9' 16.0" 11' S.5" 12.5' ILS' 16.a 101" 16.0' 9.3• BB 6 )" 121 12.5' 180' 16.0 S,l' 0,1' LA" 3.4- 1281. 12.3' IB. U" 8.1' 1&0" 91' 8/' 3.4" 1 2 5' 16.0" a1 9�4' 12.5" ]6.0" B.l" 5.4' /2.9' 16.0- 91' 5.4" 4 F IMNIIf 3) / T pCWAi Ul7WKON I r Re N bi tl--'!•"� T2 12.5 ' 1B.a' Saa' IIE 11.5" 16, tl" 15. " D 32a' 12.1" a.D' 11.4" MV- 125' 160. 6 a' 9' 125"16 a'21." .9 Ia.a"12.0 9" 1 S 2 16.0" f49" ]1.9' U 12 5" 16 0 11. 9" B .3" 12.5' 16.0" 31,9' 9.!' 1L!: is a'11. C' 11.0' 125 1e.0' 13.D' 9.3' IZ. s' 1e 0" ft.D D)' 13 S' 760' 31.9' 9 S` Si 5 16.0', 11.9' 9.8 l .S' 2 16.0" 11.9' 9.5" 14'yI e•HMWD / ! 33 AIL 1M4lD v0 SfT +1 46 7�t Flk•'tEl F 52 1fRriC7L 7 iZ.S 160'1a a 10.0 12S ]60"Sii' l3 4' 12 3 16 O 140'll.•" 11•7' 16.a• 16.a' 13.6• 12.5" 111E 11,6" 30,8' 12.5' 16 0' 12.5" SOM' 12 5' ] 2 r 16.a' 156" 1 6.a• 141•' 33 5. 12.5 32 5' 12 S" 16 0 16.0 12.5 12.3" 10 fi' 10.6' 12 5' 12.5" 16.0 12.5" 16.0" 12.5" 30.6" 104" 12 i' 16 '.0" r 50.6 12.9 1 60 12.5 10.6' 12 5 ISO 1 . 25 10. " La . ¢' rMnr r =U I3 41 X 52 72 1a. S 12.S" 16. ' Ie. ' a 0 PLO, 16.a• 7a.a 16.01 1 2 6' le 0' U.S.- 14.0" 18 O 117" + l 2 ILIA" 125" 12.5" IBD' 16. n" 16.0° 1LE" 12. 6 SL.3" 1 S' 2 16. • 1 a 60' ]3. 0 1 2 5' 16 0' 15.5" l 2' 1 12.5" 1 6 0' 15.5" 11.2" 24" EDGE DISTANCE M� 30V F1'1MEXIDID 33 AWN 1111IDAr.Dx 41 N !z 72 a2S a35 6.25" a2a" 10.r• 93• 7.1• as•: 1S0 6. • 617 117" 10.1r' 6.25" 9.3. R ' 8.15' 6.25' 6 " 1 .) 9.7' 1/a^. In • INHIe )3 41 46 S2 7 Si 11T' a25" a25' I(•".1-14•rMMHO 33 rtW ab. TAPCON 41 4e q--.rrrrr� 52 2 11.1T' 12 5' ' ]6.a' ].S" T3" 116" 13A" S.2" 1D^ S6' 6.0" Se' 625 !0.' 40' 1 9 4 2 8.35' 625" fa.0" 4.1" +.)•• 107 4.D" 4 1 12 F. 13.3' 3-1" !.tl' a2] 10 7" 4. l" 4 a' e.23" 10.7 4.1 4.0" a2S 12 Y' 4.7" 4.6- 6 25' 10.7 4.1 4.0 6.25- 10. 7' 4 1 - 4.0" a2S' 20 7" 4.1' 0' 6, 3 Z0 7 + 1" 1 .1 ' 9 7" 4.3 4.0" g H` C J N rNxrU 33 / / ut errs u0 9 4s ro eo Er 4 6 r{yy�r S2 72 1i.S ' 16o" 1.41•' 11.3" IZ s" 0" 9.7• 7.11" 16 121" l .0' 3.7' to" 6 12.5• 16A" 11.Y' 9.1, 11.5" 16.0" I.E.' 6.3" 12,5'• 16.0- 7.6" 6.3" 12.5- 16.0- 9. • 12.5" ]6.0" 7.7" 6.2" 7A 12.s' I6.0" 7,7• 6.- 22.51• 12.5' ISO, S. 7,2' 12.5" 16A" 7.7' a2" 16 a• 7-1^ 6.2' 12.e" 240, 77" 6 .. 12.5" 12.9" I6.D" 7.7- 6.2" .&D. 7.7• 6.2" 1/4•. 11(T EMBED 31 nrWNlrA.n Nnlr 43 46 S2 72 12�r' 1aa' a4• is- 6129•• 11.31' 44" 4A" 6.21• 10.1• 4.0" 3.1" 12.5' 17.4" S.I" 4.s' 625" AY' 3,6" 3.3" 6.25' 9.2" 16' 3.3" a2S' 1 41" 41- 625" A2" 3.5" 3.31• a2S• 9.2" 1. " a391.1 a23" 2.B' Aas" 03" ].8" 17" 9.2" 3.!^ 32• OZ]" 9z" a3s' 93" 3. s• ).7" 9.V 3, 3' L3" �' MAx xurr AMCXON FREMRE pF Ir,D '.Ir NMN, ,N 1r n•i 'rnN 1 '. Corr Tl'►E CS U M C4 tort lY7E cl C2 C3 C4 �B TYF! ClCI C O C LN'R1. 37 HMINI:PHW 41 46 - tt 72 12. 5 1 60 16N" I 09 1.2S' 1 L 16.0 7 5 ]2 S' 16.0. 16 67" 0" Si. r' JAZ 18.0' aB" 32 S• 16.0. 15.0 61• 123' 16.0"140 12.5 160 16.0' 7.V 12.5' 16.0 14.7' o' 6 12 .5' 16.0"147 0" u.r• U.r' is a, 190• 16.a' 14.7• s.9• 0,0' u.r• 12.T' 16.0" 16.0- ur s.o• 14.7" 6B" 121r 12.5' 16.0-ur' 6D' 16.0. 1..7" 0.0" J14.1 1/raxD 33 WOOD SCREW 41 4e !2 72 12. T' 16,a• Sao• 10.1' 12.5' 16.0- 12.1^ La• ]x.r 14.0' 10.6" 6.2^ U.S.1601 141• &1" 12S• 16.0" 9.7" S6' 22.4' 16.0. 9.71 S.61. 12.5' 11 5 12.5" 160 12.0 16 0 11.1' 16 0' 9.6 7.0 5.6' 125" 12 S• 160' 16.0" 16.0 • 96 6.6 Y 0' 3.6" 9 6' S 6^ 1 zr ]2 S 12.5" 16.0" 9.6 56' 16 0 16.0- 9 6" S.6" V4•.HV4 rnAco 73 TAP OW 'It"' 41 y 40 'T e• 52 72 12.5' 12S 12S !60' 16.0` 16.0' 113" 36.0111.4• 12.5' 12.5' 12.5' 16.0" 16.0' 16.0, L1 S" 92 91 12. 12.5' 12,9" 160J ."�•.,' 160 1611 9,• Ma .I ]e 0 12.5 ta.e 16.0" 105• 1•.a' 9.1" 12.5" 12.5' 16.0 16.0" B.1' 91' 12. 5' 12.5' IG'Y B"fN w H HRALS 41 w00D11euSMPO 4a y Sx T q,0 M•Rr166 1 25 1 6.a' 8.6 3 . 15.5 60' S.1 1 1 a 53" 45" 7 12. r' 1aa' 70" ].9' 12. r' 1L.5" 4.6' 4.3• 0.21' 12A• 4,B" 41' 12.5' ]5.4" 5.9" 3.0' 62S' 32.3" 4.7" {.0` 62!• 12.7' 4.7" 4.0- 1 14.2 8.5" 4 ] E.14" 12. ]' 47" 4.0` 695 1 .9• 4.0 2 4.7 ANCHOR NOTES: L. ANCHOR SCHE DU UE APPLI ES T D ALL PRO DUC IS CERTIFIE D HEREIN, B UT ONLY PROVI DES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SMALL APPLY. 2. ENTER ANCHOR S111EDLILE BASSOON PAWL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, B ANCHOR TYPE 5ELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT CONNECTION TYPE SASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 F R IDEf/17 FlCATION 6 CONN 7ION TYPE . O EC "PANEL FASTENE "ARE 5TI1 DS USED IN �W UNCTION WiTE ALL MOUNRNG EXTRUSIOFIS 3 PS `P'- T DED ANGLE ETC.. U5E 6.15" O.C. PANEL FASTE N R SPACING TABLE UA WEa FOR TP"-AND UD ) E ALL Si'- AND'U'-HEADERS (INCLUDING BUILDOUT CONOITIIXYS), 4. ANCHORS SHALL BE INSTALLED IN AOCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. HO STRUCTURE CONFORM TO ASTM C90 HOLLOW BLOCK ST SFWLL BLOCK 6. M M EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINI U EM NUDE 7. MUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM BRICK AND OTHER WALL MINT L FINISHES. A FINISHES S BE L1HIT D TD 14" MAX OR SHALL BE VERIfIEO BY 07MER5 TO [5 E9. WALL ] HALL E ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE a. CONCILETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRAOaD CONCRETE ONLY. 9. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD V THATF N ARE INTOA ATeW FRAMING MEMBERS N PLYWOOD, FASTENING VERIFY SSTF ERS DR S WOOD OTPL DOD. AST@! TO PLYWOOD IS ACCEPTABLE ONLY Flit SIDE CLOSURE PIKES. L0. WHERE ANCHORS FASTEN TO NARROW PACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL Y X 4" (MIN.) WOOD STUD T`/.' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAM I. WOOD STUD SHALL BE"SWTHERN PINE'G-0.55 O0. GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS RAN HEAD OR HEX HEAD REMOVA6lE ANCHORS A.RE. DEWALT PANELMATE ALL -POINTS SOLID -SET 6 BRASS BUSHING 11 u sH 12. MACHINE SCREWS SHALL HAVE 1/2• MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O. I3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCO0 OR OTHER WALL FINISHES. U, DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. l5 .rr DIRER MOUNTING CONDITIONS. 16 LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. 20-31543 [AtRlHtigll t s_ N N � O U _� ^ , W L ^ O O j - � (U O �T t L ��//••LN VJ O O 0- O /� �LJ O O C- LL C) �•1 � U) � O N Q Cv C 0 N (y) Q tJ- U L T C-Q Z: C o, _ -- �•" L oa _ _ J W CD `Cnv I M 7 O L U O ^^L UW LLI Z Z Q J SHEET NO. SH 1.5.